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HomeMy WebLinkAbout6.1-1675LIST OF DRA SHEET 1 SHEET 2 SHEET i SHEET 4 SHEET 5 SHEET 6 SHEET 7 WINGS ri rLE SHEET. COFFEE @ PEANU T. MEDIAN BOYLE ENGINEERING TITLE SHEET DETAILS & SECTIONS SO. CHESTER AVE. MEDIAN, EAST TRUXTUN AVE. MEDIAN STRIPING P BENCHMARK SEE SHEET NO. 2 AND SHEET NO. J FOR BENCHMARK A T. EACH L OCA TION. BASIS OF BEARING SEE SHEET NO. 2 AND SHEET NO. J FOR BASIS OF BEARING A T EACH L OCA TION. CITY STANDARDS ST -2 ( 6/99) T -8, T -19 STATE STANDARDS CITY OOF =A � ER =FIELD DEPARTMENT OO F PUBLIC MED /A N /SLA ND /MPR O VEMEN TS VAR /OUS STREETS COFFEE ROAD @ PEANUT A VE., E. TRUXTUN A VE. BEALE A VE., and AV VE, �a TERRACE WA Y LOCATION MAP NOT 7`111110 SCALE FINAL PAY QUANTITIES MINOR CONCRETE, TYPE "M-2 2,226 LF MINOR CONCEEiE, TYPE "M 48 LF MIN.CONC., TEXTURE PAVING 6,400 SF PAl/EMENT MARKINGS, PAINTED 791 SF TRAFFIC STRIPES, DETAIL 38 655 LF EARTHWORK, IMPORTED BORROW 150 CY Job No.: T7K1 28 File Path: K:\LDD—ENGINEERING\Coffee—Peanut—T7Kl28\dwg File Name: T7K1 28—Median.dwg STATE OF CALIFORNIA A -24A, A nro rE: CONVENTIONAL SYMBOLS - --------------- - -------------- EASEMENT ----------------------------------------------------------------------------- EXIST. CURB & GUr7ER -- - - - - -- RlGH7 -OF- WAY ................................................................................ ................................................................................................ EXIS T. A.C. FLOWL /NE -------------------------- CENTERLINE ................ th .......h .. ............ EXlS7. EDGE OF PAVEMENT RAILROAD TRACKS ft d% GUARD RAIL NO rE: x CHAIN LINK FENCE THE CONTRACTOR SHALL CONTACT THE USA LOCATOR IMPROUEMEN7S UTILITY SYMBOLS - - - - -- EXIST WATER LINE s EXIST SEWER LINE W - - - - -- EXIST GAS LINE SD EXIST STORM DRAIN G, W EXIST AERIAL E EXIST UNDERGROUND OH cn LINES POWER LINE COFFEE ROAD 0.03 MILES - -- EXIST UNDERGROUND CHESTER AVENUE 0.20 MILES T - EXIST UNDERGROUND TV TRUXTUN AVENUE 0.10 MILES TV CABLES PHONE LINE EXIST OIL L INE FO EXIST FIBER OPTIC LINE -- 0 M. H. MANHOLE F.H. FIRE HYDRANT X P.P. oZ000000000"��` F E O)A 11 J -- . W OF-AN RAOL M ROJAS R.C.E. 39800, EXPIRES 12-31-07 9'y� �c� DATE y PUBLIC WORKS DIRECTOR POWER POLE O �M� WATER METER . . ............. C 46803 APPROVAL RECOMMENDED BY: Q W.V. F0 EXISTING MONUMENT OF C A-A I T PUBLIC ' WATER VALVE it WORKS DIRECTOR DATE FUTURE MONUMENT G.M. GAS METER Q S.L. G.V. �j f� 3X STREET LIGHT DQ GAS VALVE CIVIL ENGINE IV DESIGN TXGINEERING DATE STREET LIGHT W /MAST ARM BENCHMARK C.O. CLEAN OUT f AUTO SCOPE W go'd V.AFA O PRE-EMPTION DEVICE LOCATION MAP NOT 7`111110 SCALE FINAL PAY QUANTITIES MINOR CONCRETE, TYPE "M-2 2,226 LF MINOR CONCEEiE, TYPE "M 48 LF MIN.CONC., TEXTURE PAVING 6,400 SF PAl/EMENT MARKINGS, PAINTED 791 SF TRAFFIC STRIPES, DETAIL 38 655 LF EARTHWORK, IMPORTED BORROW 150 CY Job No.: T7K1 28 File Path: K:\LDD—ENGINEERING\Coffee—Peanut—T7Kl28\dwg File Name: T7K1 28—Median.dwg STATE OF CALIFORNIA nro rE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.- lot CLASS A OR CLASS' C -8 ti NO rE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVA TION. W PROJECT LENGTH cn COFFEE ROAD 0.03 MILES j CHESTER AVENUE 0.20 MILES 0 TRUXTUN AVENUE 0.10 MILES APPROVED BY: X W /r ;w..... X oZ000000000"��` F E O)A 11 J -- ,V; ��a W OF-AN RAOL M ROJAS R.C.E. 39800, EXPIRES 12-31-07 9'y� �c� DATE y PUBLIC WORKS DIRECTOR p� . . ............. C 46803 APPROVAL RECOMMENDED BY: Q Exp. 6-30-107 T9TF "o-009 101A clv�\ 7 ' OF C A-A I T PUBLIC ' it WORKS DIRECTOR DATE Q �j f� c Y.�..a 6 /7 /zoo�' CIVIL ENGINE IV DESIGN TXGINEERING DATE W go'd V.AFA op For 6 ' TR FIC ENGINEERING DATE MEDIAN ISLAND IMPROVEMEWS N � 1 -- OF VAR/OUE rs. 7 _ I,p t� 4L SHEETS 7 0 1 2 3 N II w w J U rg 0 1 �� BENCHMARKE1, CHISELED 'O' A T THE CENTER OF RETURN A T THE NORTHEAST CORNER OF BEALE AVENUE AND EUREKA STREET. ELEV. = 440.44' CHISELED ' +' ON SOUTH SIDE OF THE SOUTHEAST RETURN A T SOUTH CHESTER AVENUE AND BRINK DRI VE. ELEV. = 389.50' BENCHMARK SE T.• CHISELED "0" A T THE WEST END OF RETURN AT NORTHWEST CORNER OF BEALE AVENUE AND 18th STREET. ELEV. = 442.97'. BASIS O BEARING THE BEARING OF N 8 BETWEEN THE MONUMENT AT THE SOUTH SIDE OF EAST TRUXTUN AVENUE AT BEALE AVENUE AND THE MONUMENT A T EAST TRUXTUN AVENUE AND OWENS STREET WAS USED, AS THE BASIS OF BEARINGS FOR EAST TRUXTUN AVENUE IMPROVEMENTS. THE BEARING OF N00° 00'00 "W FOR SOUTH CHESTER AVENUE AS SHOWN PER TRACT 7738 WAS USED AS THEBASIS OF BEARINGS FOR CHESTER AVENUE IMPROVEMENTS. r. sTTY STANDARDS S -36, T -9, T -19 STATE STANDARDS A -24A, A - 7JA CITY OF B A �IF ND DEPARTMENT OF PUBLIC WORKS LEFT TURN RES TR /C AN EA - EASEMENT EXIS T CURB &GUTTER -- RIGH T- OF- WA Y - - - -- - - - -- EXIS T A, C. FL 0 WL INE - CENTERLINE -= �'---- 1�L-- - -'�'- EXIST. EDGE OF PA VEA4EN T RAILROAD TRACKS GUARD RAIL CHAIN LINK FENCE IMPR 0 ICEMEN TS UTILITY SYMBOLS EXIST WATER LINE EXIST GAS LINE SD OH EXIST AERIAL E LINES .,, EXIST UNDERGROUND TV CABLES EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE f•'I LOCATION MAPS NOT TO SCALE M. H. F.H. MANHOLE ,Q. FIRE HYDRANT P.P. W.A. f POWER POLE ❑ WATER METER W.V* El EXISTING MONUMENT DQ WATER VALVE G M .. � FUTURE MONUMENT GAS METER S.L. G.V. 3� STREET LIGHT GAS VALUE STREET LIGHT WIMAST ARM BENCHMARK C.O. CLEAN OUT AUTO SCOPE e PRE- EMPTION DEVICE x N IV STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: N 0 TE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444.,. 48 HOURS PRIOR TO EXCAVATION. PROJECT LENGTH EAST TRUXTUN= .70 MILES CHESTER AVENUE= .20 MILES APPROVED BY: i� PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED B �! s'O C� ASSISTANT PUBLIC WORKS IRE OR Yi CIVIL ENGIN IV — DFqlru FuriuFFaiur. PREPARED B Y.• BOYLE ENGINEERING CORPORATION 5001 E. COMMERCEN TER DR. SUI T E 100 BAKERSF1 D., CA. 93309 AFFIC ENGINEERING Job No.: BK -630- 500 -01 LEFT 7IA9,N p��cn%�l��%K>`S� File Path: S: \ \CAD \PLANSET E. TMMUJAT(AW A VEM� AT Ell ALE AVEI�� File Name: 5 -2324 CHESTE17 A VE/111�E AT TERRACE WAY 1 0 O 0 b O M m Y m �i 2 DATE O vj U DATE Lu 2 DATE DATE W J DATE 0 OF 7 SHEETS 2 3 STREET CENTERLINE EX STOP BAR R= 35' EXISTING STOP SIGN TO REMAIN REMOVE 'STOW' MARKING PLACE NEW "STOW MARKING AS DETERMINED BY ENGINEER LO INSTALL R-26 (CA) SIGN/PIPE -1 PER DETAIL THIS SHEET INSTALL TYPE IV ARROW (X2) CONDITION OCCURS ON TERRACE WAY EL PRADO DRI VE, BRINK DRI V AND BEALE A VENUE TYPICAL 'RI43f4T TURN O STRIPING /MARKING DETAIL CURVE DA TA A = 3674'58' L = 37.96P(11.Jgm) T = 19.64"(5.89m) 14" (4.2m) A = 3674:56" R = 200(0.6&n) L = 1.271(0.J&n) T = 0.65"(0.20m) R6-1 I CENTERLINE OF STREET CENTER OF SIGN FINISH GRADE R6-1 (48" x 16 (122cm x 4km) TYPE omi-i (YELLOlW) o CLASS B Pcc - 8'"(20cm) X36' �Ocm WI EN N-1 IS OMITTED TED 36.66' (11m) 60 (18m)RAD 2 J(O. 6m)RA 15 (4. _%) 1 "(0. -Ifn*A D R5-1 T Mp0 E M2-2 r yA ;R RJ-4 1 "(0. Jm)RAD f VtX�36�i lcmxglcrh) 2AP(5. 1 cm) GAL V STEEL PIPE TYPE B.S. S., SCHEDULE 40 2.5'p(6.4 cm) x26'?(66. Ocm) PIPESLLEW NTH 5116 0(7 9mm) x 4'*(10. 2cm) BOL T 241# 6 (15cm) A A A WITH TYPE OM 1 -3 MA RKERS ARE USED ft Y AT STREET IN 7 ERSEC 7 76 WS SIGN PANELS SHALL BE ALLWNUM, 080 A(2m) IN THICKA f SS -LEGEND TO SIGNS R6 -1 - DENOTES O WA r SIGN PER CAL TRANS TRAFFIC MANUAL R5-1 - DENOTES 'DO NOT EN TERA,9GN PER CAL TRANS TRAFFIC MANUAL TYPE '*0V2-2r MARKER SHALL HE FLEXIBLE POST MARKER YELLOW ON Wil 7F PER CAL TRANS STD PLAN A 7JA RJ-4 DENOTES JONO U- 7URAfA' SIGN PER CAL TRANS TRAFFIC MANUAL 14" WIDE ME'DI-AN SOCWACIE TW=YCAL F;OR 18" KID-E A4E-DfA mr dmj mow I riq n 'T 'T - ill Wi U STREETS SIGNS R6-1 R5-1 R- 26(CA) R4 -7 R3 -4 TERRACE WAY 2 2 2 0 2 BRINK DRIVE 1 1 1 0 1 EL PRADO DRII/E 1 0 1 0 0 BEALE AVENUE 2 1 2 1 1 CHESTER AVENUE 0 0 0 2 0 TOTALS 6 4 6 1 4 PLACE OM2-2V MARKERS AT ALL NOSES AS NOTED ON DETAIL THIS SHEET TOTAL QUANTITY - 7 A0f W tr LWA XW TO BE USO *&)W,%TKK EVVVS fRW )W CM TO Of PROP&TY LK. ART Y N COWMAL AREC A ANAW OF 4' (1.2m) aLVANCE IS REMO FROW BAG( OF f7 T011riff' 6F S16W POST. WIEN PLACED IN EXISTS SIDEWALK, SVEXALK 9 BE CORE DREB, 4: TwEass 2 1* (5. lcm) at VMn SW P ASP AMOWAN NCO. N. 2`0 I��I � , 19W Aw ffivcyifu aws 94M 6F MENWK 6`014'79(f�, X &w) RW 1Af 18*(4.50w) CaWAf 7TE aA,qS N8 v P.C. C. r9 8-v(2ffiw) AW ROD OR Ba T TAU DRILLED HOLE J� AfAfAf ,%V P)VES SWL BE Af"U N101 HAAM MX SWS Ba T AW VA" PROOF AVT ASZK Y 6W APPROWED EOUAIL " AfOWU ON SOW a? O#U POffS MALL K A ITAOW WN STAKESS SlHZ STRAPS AW HAWPE M2G ZVS ft T AAV VANK PROOFNUT ASSBIK Y 6F APPROhM EOVAL DRUM HOLES SML NOT DEEM DA4ifU lY fia T maTE MW 11W (1.50m). IW 6F R�6T 6 M A- BaOir AV 6F SMV Br mo mow Nw 1.5' (J.8 an). THRU Ba T DETAIL MISCELLANEOUS SIGN DETAIL I File Name: S-2J24 Drawn: CDC Job No.- T5K13 l,, T5K129 Engineer: MROBERTS Date: OCT 2005 lChecked By. TYPE "U" MEDIAN CURB NEW AC PA VEMEN T U-) MA TCH EXISTING MIN. 8" A C FULL DEPTH A =AfA 1 P-.41 A A TA UAj AM AM 'A�m i VARIPS 2' 18 ESSi Y. y N � Of No. 43779 x EXP. 6-30-07 clvl�- VJN— C/ REGISTErrr_ u AIL ENGINEER OFF' BOYLE ENGINEERING CORPORATION 5001 E. COMMERCENTER DR., SUITE 100 BAKERSFIELD, CA. 93309 SHEET NO. 4 0F7 F, TYPE "Y-2" WODIFIED) EXISTING STREET SURFACE Y.R& - 't>.+r.�J�.+. °�•F1.iSi Aiib&SY.GiJT.J/ f• - w4`:n,•.'$.L•'iL�kviwaii!'�i:$S '?- `�. ♦�- ,'Tt - ._ - �.. . I Z,: - �. - t-h -y - ` r-- - . rri r �' _-�- , , .. ° . v, , -„r >._.,c,•.o.,,,,,__+. .JiY-zi,�-W'F RN,.ca, --.n. �rYJ _:%.'_'K<�r>: ;:...v... _ -. n,,.,.. 1 I _•ra,i,r,.rw._. � v ♦� ... ..........:, tie:YN':- +,rt:.�r_'- .,.t - - .,c- -•-,si,.,,..-_."„u- ,_mn>',rf4,: .. rvyy::Y� ;s vT., c- N.�. ^arJ- .> -r4_. �J�^<r_vn..✓_:J ..- •.+.sx.cnx_.. X " - __ � . �� � 1. 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