BROKEN ARROW PUBLIC SCHOOLS TRANSPORTATION / MAINTENANCE ADDITION WITH SITE IMPROVEMENTS

Transcription

1 GUY =690. DIP / DIP / IPF DIP GUY / GUY ' CHAIN LINK FNC 5' BUILDING LIN GOAL (2) OOD POSS R R R 69.6 BASKBALL GOALS & COUR 69.52R G BOX PD PLAYGROUND GOAL R INL G= = GRAVL RAIL 697.2R BORHOL POND 2" GA INL.59G GA BORHOL XFMR 0" 5" PIN G IPF R (S) 69.2 PD GV M VAN PARKING S HANDICAP NO MOORIZD VHICLS GP SPD LIMI GP V X. ARLIN (BY ALAS) BROKN ARRO PUBLIC S ZONING CIY OF BROKN ARRO ASSISAN PLANNR BRN MURPHY 220 SOUH FIRS S BROKN ARRO, OKLAHOMA 740 RANSPORAION / MAINNANC ADDIION IH SI IMPROVMNS 98/ NGINRING CIY OF BROKN ARRO NGINRING DPARMN DAVID SL, P SOUH FIRS S #02 BROKN ARRO, OKLAHOMA / DU SOUH (LGAL) CIY OF BROKN ARRO 9.24' NGINRING DPARMN,SORMAR 60.00' 4' CHAIN LINK FNC JFF BIGBY, P. 220 SOUH FIRS S #02 BROKN ARRO, OKLAHOMA 7402 CHAIN LINK/ OOD POS FNC 4' CHAIN LINKFNC PSO ASMN (BOOK 820 PAG 48) 20' BUILDING LIN 6' OOD FNC ULSA COUNY OKLAHOMA 98/ BUILDING PRMIS CIY OF BROKN ARRO BUILDING INSPCIONS ALLN SANON R 4 (ASHINGON S) AS 9S S SOUH 220 SOUH FIRS S BROKN ARRO, OKLAHOMA FIR CIY OF BROKN ARRO FIR DPARMN FIR MARSHAL, PAUL HOMPSON 220 SOUH FIRS S BROKN ARRO, OKLAHOMA / ' BUILDING LIN CONC ROAD 799.' R= ' (ASPN AVNU) SOUH 45H AS AVNU PROJC SI 22 SOUH 6S AS AVNU (LM PLAC) 8 N GAS OKLAHOMA NAURAL GAS (GOV' RLOCAIONS) RANDY SALCUP 5854 AS 5H S ULSA, OK / /8-826 (FAX) OKLAHOMA NAURAL GAS (XISING CONS.) BILL MORGAN P.O. BOX 87 ULSA, OK / / (FAX) 55.86' 5' CHAIN LINK FNC 5"CGMP 0' ASMN (BOOK 4069 PAG 679) PROJC LOCAION 65.2' 59.6' /R ' 2.2' 7.7' 40.0' 8.2' 8.8' FIR LAN FIR LAN 60' RIGH-OF- AY X. ARLIN (BY ALAS) V V AS 0S S SOUH (N ORLANS S) LOCAION MAP SCAL: "=2000' LGAL DSCRIPION (AS PROVIDD BY BROKN ARRO PUBLIC S) A PAR OF H SOUH HALF (S/2) OF H NORHAS QUARR (N/4) OF SCION NY-O (22), ONSHIP IGHN (8) NORH, RANG FOURN (4) AS OF H INDIAN BAS AND MRIDIAN IN ULSA COUNY, SA OF OKLAHOMA ACCORDING O H UNID SAS GOVRNMN SURVY HROF, MOR PARICULARLY DSCRIBD AS FOLLOS, O-I: BGINNING A H SOUHS CORNR OF H SOUH HALF (S/2) OF H NORHAS QUARR ALONG H S LIN OF SAID SOUH HALF (S/2) A DISANC OF F, HNC NORH 50.0' LCRIC AP/PSO DUSIN PHILLIPS CONCR ALL 55.6' LMNARY 2.9' 7.8' 8.5' FIR LAN FIR LAN FIR LAN S A DISANC OF 50.4 F O A POIN ON H SOUH LIN OF SAID SOUH HALF; HNC BGINNING. /9/205 ::58 AM \civil-server\projects\54006 BAPS Pavement - Vandever and HS\Dgn\Vandever\C0Cover.dgn 522 S GARN ULSA, OK / / (FAX) COMMUNICAIONS INDSRAM COMMUNICAIONS GORG HI 200 S S PLAC BROKN ARRO, OK / / (FAX) CABL COX COMMUNICAIONS GARY HAMILON 440 S. GO RD. ULSA, OK / / (FAX) BROKN ARRO PUBLIC S VANDVR LMNARY 2200 SOUH LIONS AVNU BROKN ARRO, OKLAHOMA 22' RIGH OF AY ASMN (BOOK 406 PAG 886) GA SCAL: NS RV DSCRIPION DA 64.2' 5"SD 80.0'.' 20' BLDG LIN 6' OOD FNC 9.'.' 28.0' 7.9' 4.5' 55.6' 6' OOD FNC OVRALL SI PLAN R ' FIR LAN.L..L. ROAD 50.4' V X. ARLIN (BY ALAS) CAUION NOIC O CONRACOR H CONRACOR IS SPCIFICALLY CAUIOND H LOCAION AND LVAION OF XISING UILIIS AS SHON ON HS PLANS AR BASD ON RCORDS OF H VARIOUS UILIY COMPANIS AND MASURMNS AKN IN H FILD. H INFORMAION IS NO O B RLID ON AS BING XAC OR COMPL. H CONRACOR MUS CALL H LOCAL UILIY LOCAION CNR A LAS 72 HOURS BFOR ANY XCAVAION O RQUS XAC FILD LOCAIONS OF H UILIIS ALLAC NGINRING SRUCURAL CONSULANS, INC 200 AS MAH BRADY S ULSA, OK 740 XP DA 6/0/5 ONR BROKN ARRO PUBLIC S BOB OLOMO DIRCOR OF CONRUCION SOUH MAIN S BROKN ARRO, OKLAHOMA 7402 NGINR ALLAC NGINRING DARRN BURNS, P AS BRADY S ULSA, OKLAHOMA 740 COVR SH HIS DOCUMN IS PROJC NO SH NO. OF 6 PRLIARY IN NAUR AND IS NO A FINAL, DOCUMN. D AND SALD

2 GNRAL: CONDUC SI CLARING OPRAIONS O NSUR IMUM INRFRNC IH ROADS,SS,ALKS AND OHR ADJACN OCCUPID OR USD FACILIIS. DO NO CLOS OR OBSRUC SS, ALKS, OR OHR ROSION CONROL NOS: ALL ROSION CONROL ORK SHALL B DON IN SRIC ACCORDANC IH H OKLAHOMA DPARMN OF NVIRONMNAL QUALIY RQUIRMNS AND CIY OF BROKN ARRO SANDARDS AND SPCIFICAIONS. OCCUPID OR USD FACILIIS IHOU PRMISSION FROM AUHORIIS HAVING JURISDICION. SS AND ROADAYS SHALL B HOROUGHLY CLAND AND/OR SP ON A DAILY BASIS OR MOR FRQUNLY AS RQUIRD BY H GOVRNING AUHORIY. RSOR DAMAGD IMPROVMNS H CONRACOR SHALL B RSPONSIBL FOR PROVIDING A SABILIZD CONSRUCION NRANC, AND FOR CLANING OF VHICL HLS IN ACCORDANC IH H CIY OF BROKN ARRO SANDARDS AND SPCIFICAIONS. O ORIGINAL CONDIION AS ACCPABL O PARIS HAVING JURISDICION. SIL FNCS: PLACMN OF SIL FNCS SHALL B AS SHON ON H DMOLIION H CONRACOR SHALL PROVID DUS CONROL MASURS IN ACCORDANC IH LOCAL AUHORIIS. & ROSION CONROL PLAN. FNCING HICH BCOMS DAMAGD SHALL B RPLACD PROMPLY. DPOSIS OF SIL HICH BUILD UP BHIND DIKS MAY B DISKD INO H SI BFOR PLACMN OF MPORARY COVR. AFR MPORARY COVR IS ALL S SURFACS, DRIVAYS, CULVRS, ROADSID DRAINAG DICHS AND OHR SRUCURS HA AR DISURBD OR DAMAGD IN ANY MANNR AS PLACD OR AFR LANDSCAPING COMMNCS, SIL SHALL B RMOVD AND DISPOSD OF IN A MANNR AROVD BY H NGINR. A RSUL OF CONSRUCION SHALL B RPLACD IN ACCORDANC IH H SPCIFICAIONS. UNLSS SPCIFID OHRIS, ALL MARIAL AND ORKMANSHIP SHALL B IN ACCORDANC IH H CIY OF BROKN ARRO SANDARDS, OKLAHOMA DPARMN OF NVIRONMNAL QUALIY SANDARDS AND OKLAHOMA DPARMN OF RANSPORAION SPCIFICAIONS FOR HIGHAY CONSRUCION AND/OR H AROPRIA LOCAL AUHORIIS. MPORARY ROSION CONROL: ALL DISURBD ARH SURFACS HICH AR NO PAVD OR BUILDING PADS SHALL B LANDSCAPD OR RVGAD IH A MPORARY COVR, DPNDING ON H PLANING SASON, AS OULIND BLO. PR PR 000 PLANING PLAN YP ACR SQ. F. DA DPH OF SDING H CONRACOR SHALL B RSPONSIBL FOR ALL PRMIS, PRMI FS, ANNUAL RYGRASS 40 LBS. 0.9 LBS. 09/05-/0 4 INCH LICNSS, LICNS FS, AND AP FS, C. ALL LVAIONS IN PAVD ARAS AR OP OF FINISHD PAVMN UNLSS OHRIS NOD. LBON RY HA OAS SORGHUMS SUDAN GRASS 2 BU. 2 BU. BU. 60 LBS. 60 LBS..0 LBS..0 LBS. 2.5 LBS..4 LBS..4 LBS. 08/5-/0 08/5-/0 08/5-/0 0/0-09/5 04/0-09/5 RLOCAION OF ANY UILIIS SHALL B PRFORMD IN ACCORDANC IH H PROVISIONS OF H AROPRIA UILIY COMPANY AND/OR RGULAORY AGNCY. CONRACOR SHALL OBAIN RIN AROVAL FROM NGINR BFOR ANY UILIY RLOCAION. NO DIMNSION MAY B SCALD. RFR UNCLAR IMS O H NGINR FOR INRPRAION. PRIOR O SDING, NDD ROSION CONROL PRACICS SHALL B INSALLD. H SUBGRAD SHALL B LOOSND VNLY O A DPH OF 2 O INCHS AND FRILIZR (0 LBS. PR 000 SQ. F. OR 450 LBS. PR ACR) SHALL B MIXD IH H LOOSND SOIL BY DISKING OR OHR SUIABL MANS. SOIL SHALL B SD AND LIM RAD IF RQUIRD BY SING FIRM. OKI: ALL CONRACORS SHALL NOIFY UILIY COMPANIS AND GOVRNMN AGNCIS IN RIING OF H INN O XCAVA NO LSS HAN 72 HOURS PRIOR O SUCH XCAVAION (XCLUSIV OF SAURDAYS, SUNDAYS AND HOLIDAYS) AND CALL "OKI" A XISING UILIY LOCAIONS SHON SHALL B FILD VRIFID BY CONRACOR PRIOR O CONSRUCION. LOCAIONS OF UNDRGROUND UILIIS ON HS DRAINGS AR AROXIMA ONLY AND BASD ON ACUAL FILD LOCAIONS OF VISIBL SRUCURS AND PLAN COMPUAIONS. SDS MAY B DRILLD OR BROADCAS UNIFORMLY. SDING IMPLMNS SHOULD B USD A RIGH ANGLS O H SLOP O IMIZ ROSION. MULCH SHALL B USD ON ALL SLOPS GRAR HAN 5 PRCN OR AS NDD. H ARA SHALL B ARD DAILY OR AS OFN AS NCSSARY O MAINAIN ADQUA SOIL MOISUR UNIL H PLANS XCD INCH IN HIGH. PRMANN ROSION CONROL PRACICS: SI ORK AND GRADING: ALL FAURS OF HIS PROJC INCLUDING, BU NO LIMID O, SIDALKS BRMUDA GRASS SOLID SLAB OR SDING SHALL B USD ON HIS PROJC IN ALL DISURBD ARAS. AND S SHALL COMPLY IH H AMRICAN DISABILIIS AC (ADA) ACCSSIBILIY GUIDLINS, AND H INRIM FINAL RULS FOR PUBLIC LAN ARAS SHALL B FRILIZD ACCORDING O IM OF INSALLAION RIGH-OF-AY, PUBLISHD IN H FDRAL RGISR, SPMBR 200. HR SPAIAL LIMIAIONS OR XISING FAURS IHIN H LIMIS OF H PROJC PRVN FULL COMPLIANC IH HIS AC, H CONRACOR MAY - AUGUS : ALY FRILIZR A A RA OF SIX (6) POUNDS PR 000 SQ F O LAN ARAS SHALL IMMDIALY NOIFY H NGINR UPON DISCOVRY OF SUCH FAURS. H CONRACOR SHALL NO PROCD IH ANY ASPC OF H ORK HICH IS NO IN FULL COMPLIANC IH H ADA IHOU PRIOR, RIN SPMBR - APRIL 0: ALY FRILIZR A A RA OF N (0) POUNDS PR 000 SQ F O LAN ARAS /9/205 ::50 AM \civil-server\projects\54006 BAPS Pavement - Vandever and HS\Dgn\Vandever\C02GenNote.dgn PRMISSION FROM H NGINR. ANY ORK HICH IS NO PRFORMD IHIN H GUIDLINS OF H ADA, FOR HICH H CONRACOR DOS NO HAV RIN AROVAL, SHALL B CORRCD A H CONRACOR'S XPNS. FINISHD SUBGRAD SURFAC SHALL NO B MOR HAN 0. F ABOV OR BLO SABLISHD FINISHD SUBGRAD LVAIONS AND ALL GROUND SURFACS SHALL VARY UNIFORMLY BN INDICAD LVAIONS. FINISHD DICHS SHALL B GRADD O ALLO FOR PROPR DRAINAG IHOU PONDING AND IN A MANNR HA ILL IMIZ ROSION. LVAIONS AND CONOURS SHON AR FINISHD GRAD UNLSS NOD OHRIS, INCLUDING 5" OF AND OPSOIL. SURVY: XISING OPOGRAPHY IS BASD ON AN ACUAL FILD SURVY PRFORMD BY HRAOK, INC., DAD FBRUARY 20, AND D PLANS FOR VANDVR LMNARY XPANSION PROVIDD BY BROKN ARRO PUBLIC S. MARK: 2 CROSS SLOPS FOR SIDALKS SHALL NO XCD :50 RAMP SLOPS SHALL NO XCD :2 GRADS XCDING 5% ILL B RAD AS A RAMP SLOP " ALUUM CAP-USH-S IN A CONCR - USH - SAMPD "54, S S.. OF H INRSCION OF AS 0S S AND SOUH 45H AS AVNU (ASPN) N= = LV =.55 (NAVD 988) BROKN ARRO PUBLIC S VANDVR LMNARY 2200 SOUH LIONS AVNU BROKN ARRO, OKLAHOMA SOIL SHALL B LOOSND VNLY O A DPH OF 2 O INCHS AND FRILIZR SHALL B MIXD IH H LOOSND SURFAC SOIL BY DISKING OR OHR SUIABL MANS. SOIL SHALL B SD FOR ph AND SHALL B RAD IH LIM AS RQUIRD. H ARA SHALL B ARD DAILY OR AS OFN AS NCSSARY O MAINAIN ADQUA SOIL MOISUR UNIL FINAL ACCPANC. DD AND SDD ARAS SHALL B PRPARD AND PLACD IN ACCORDANC IH CIY OF BROKN ARRO SPCIFICAIONS. SD SLOPS LSS HAN 5%. SLOPS BN 5% AND 4:. SAK ON SLOPS GRAR HAN 4:. AS-BUILS: H CONRACOR SHALL KP ON SI A CURRN S OF H AROVD CONSRUCION ORKING DRAINGS A ALL IMS. H CONRACOR SHALL MARK (IN RD INK) ALL AROVD CHANGS INCURRD FOLLOING PUBLIC ORKS DPARMN AROVAL OF H INIIAL DRAINGS. HS CHANGS MAY B INIIAD FROM FILD CONDIIONS OR CHANGS MAD BY H D NGINR OR H PUBLIC ORKS NGINR. XCP FOR OR FILD ADJUSMNS, ALL CHANGS SHALL B RVID AND AGRD O BY H D NGINR AND H PUBLIC ORKS NGINR PRIOR O FINAL AROVAL OF H PROJC. H CONRACOR SHALL SUBMI H ORKING DRAINGS O H NGINR OF RCORD (D NGINR) AFR FINAL INSPCION OF PROJC O SRV AS A BASIS FOR DVLOPMN OF FINAL AS-BUIL RCORD DRAINGS. RV DSCRIPION DA CAUION NOIC O CONRACOR H CONRACOR IS SPCIFICALLY CAUIOND H LOCAION AND LVAION OF XISING UILIIS AS SHON ON HS PLANS AR BASD ON RCORDS OF H VARIOUS UILIY COMPANIS AND MASURMNS AKN IN H FILD. H INFORMAION IS NO O B RLID ON AS BING XAC OR COMPL. H CONRACOR MUS CALL H LOCAL UILIY LOCAION CNR A LAS 72 HOURS BFOR ANY XCAVAION O RQUS XAC FILD LOCAIONS OF H UILIIS ALLAC NGINRING SRUCURAL CONSULANS, INC 200 AS MAH BRADY S ULSA, OK 740 XP DA 6/0/5 GNRAL NOS HIS DOCUMN IS PROJC NO SH NO. 2 OF 6 PRLIARY IN NAUR AND IS NO A FINAL, DOCUMN. D AND SALD

3 X. ARLIN CAUION: XIS AR MRS O RMAIN GNRAL DMOLIION NOS. ALL CONCR AND NOD FOR RMOVAL SHALL B N SA CU FULL DPH AND RMOVD OFF SI UNLSS NOD OHRIS. M RMOV CONC SIDALK 2. CONRACOR SHALL PROC ALL SURVY CONROL POINS. x AROX 69 SY 706 SA CU FULL DPH. CONRACOR SHALL RMOV ALL AS MARIALS OFF SI. ' FROM CURB FAC 4. IH PRIOR AROVAL, CONRACOR MAY SABLISH AN ON-SI SAGING ARA. CONRACOR SHALL B RSPONSIBL FOR RSORING SAGING ARA O IS ORIGINAL CONDIION. SCURIY OF SAGING ARA SHALL B H RSPONSIBILIY OF H CONRACOR 5. ON-SI VGAION SHALL B PROCD AS NOD. IN DAD N RMOV CONC DRIV / OVRLAY x AROX 66 SY V V PROCION ARAS HR H CONRACOR DOS NO PROC VGAION AS NOD, CONRACOR SHALL RSOR VGAION O XISING CONDIION A NO ADDIIONAL XPNS O H ONR, O H SAISFACION OF H ARCHIC. 6. CONRACOR IS RSPONSIBL FOR PRVNING VHICLS FROM RACKING RMOV CONC CURB x AROX 24 LF XIS LIGH POL O RMAIN US CAUION DIR AND DBRIS ON ALL PUBLIC RIGH-OF-AYS. 7. CONRACOR IS RSPONSIBL FOR ALL RAFFIC CONROL MASURS. N RMOV PAVMN RMOV CONC SIDALK x AROX 272 SY x AROX 9 SY CONCR SIDALK DMOLIION N SA CU A NARS JOIN CONCR PAVMN DMOLIION LMNARY N XIS O RMAIN US CAUION PAVMN DMOLIION XIS LIGH POL O RMAIN US CAUION N ' RMOV CONC SIDALK x AROX SY RMOV CONC DRIVAY / OVRLAY PROCION ROAD x AROX 5 SY SA CU FULL DPH ' FROM CURB FAC X. ARLIN (BY ALAS) /9/205 ::4 AM \civil-server\projects\54006 BAPS Pavement - Vandever and HS\Dgn\Vandever\C0Demo.dgn BROKN ARRO PUBLIC S VANDVR LMNARY 2200 SOUH LIONS AVNU BROKN ARRO, OKLAHOMA RMOV CONC SIDALK x AROX 59 SY INSALL SIL FNC N X AROX 75 LF S CORNR CONC PAD N INSALL MPORARY SIL DIK R: ODOS SD SD-2 N RV DSCRIPION DA 50.4' RMOV. POS AND FOUNDAION V CAUION 20 NOIC O CONRACOR H CONRACOR IS SPCIFICALLY CAUIOND H LOCAION AND LVAION OF XISING UILIIS AS SHON ON HS PLANS AR BASD ON RCORDS OF H VARIOUS UILIY COMPANIS AND MASURMNS AKN IN H FILD. H INFORMAION IS NO O B RLID ON AS BING XAC OR COMPL. H CONRACOR MUS CALL H LOCAL UILIY LOCAION CNR A LAS 72 HOURS BFOR ANY XCAVAION O RQUS XAC FILD LOCAIONS OF H UILIIS "=20' MARK 2 " ALUUM CAP-USH-S IN A CONCR - USH - SAMPD "54, S S.. OF H INRSCION OF AS 0S S AND SOUH 45H AS AVNU (ASPN) N= = LV =.55 (NAVD 988) COORDINA SYSM & BASIS OF BARINGS HORIZONAL CONROL SYSM BASD UPON SA PLAN COORDINAS NORH ZON (NAD8). ALLAC NGINRING SRUCURAL CONSULANS, INC 200 AS MAH BRADY S ULSA, OK 740 XP DA 6/0/5 DMOLIION PLAN HIS DOCUMN IS PROJC NO SH NO. OF 6 PRLIARY IN NAUR AND IS NO A FINAL, DOCUMN. D AND SALD

4 N GNRAL SI NOS. ALL ORK AND MARIALS SHALL COMPLY IH ALL MUNICIPAL RGULAIONS AND CODS, HICHVR IS MOR SRINGN. 2. ALL ORK AND MARIALS SHALL COMPLY IH O.S.H.A. SANDARDS. 5.00'R. CONRACOR SHALL B RSPONSIBL FOR ALL RLOCAIONS, INCLUDING BU NO LIMID O, ALL UILIIS, SORM DRAINAG, CONC SIDALK 4.00' S, RAFFIC ALS & POLS, C. AS RQUIRD. ALL ORK R: 6/SH 6 PAVMN RANSIION R: 2/SH 6 CONC CURB AND GUR / FIR LAN PAINING x 9 LF R: /SH 6 ID HI PAIN SRIP 4.24'.00' FIR LAN FIR LAN 2.00' CURB RAION R: 4/SH 6 R: 8/SH 6 CURB RAION R: 4/SH 6 CONC DRIVAY SHALL B IN ACCORDANC IH GOVRNING AUHORIIS SPCIFICAIONS AND SHALL B AROVD BY SUCH. ALL COS SHALL B INCLUDD IN BAS BID. 4. ALL DIMNSIONS AND COORDINAS AR FROM BACK OF CURB UNLSS SHON OHRIS. 9.0' CLR.00' R: /SH 6.0' CURB RAION R: 4/SH 6 CONINU GUR O CONC APRON 5.00'R R22.50' R: 8/SH 6 LMNARY PAVMN R: /SH 6 R 55.00' FIR LAN FIR LAN FIR LAN 8.00'8.00' 7.90' 9.76' 9.00' N N N ACCSSIBL PARKING SPAC CONC CURB AND GUR / FIR LAN PAINING R: /SH 6, x 20 LF 2.00'R 45 00'00" R: 9/SH 6 N HI PAIND RAFFIC MARKING "" IH '-0"x0'-0" BAR R: ODO SD -05 R: 8/SH 6 CONC SIDALK 4.'.00'R 5.00'R R: 6/SH 6 FIR LAN CURB RAION 2.00' R: CONC DRIVAY SIDALK DRAIN R: 5/SH 6 R: /SH 6 ROAD PAVMN RANSIION R: 2/SH 6 CURB RAION R: 4/SH 6 /9/205 ::5 AM \civil-server\projects\54006 BAPS Pavement - Vandever and HS\Dgn\Vandever\C04Site.dgn BROKN ARRO PUBLIC S VANDVR LMNARY 2200 SOUH LIONS AVNU BROKN ARRO, OKLAHOMA HI PAIND RAFFIC MARKING RIGH URN ARRO R: ODO SD -06 CONC SIDALK / DRAINAG UM R: 7/SH 6 CAUION XIS LIGH POL O RMAIN SIDALK DRAIN R: 5/SH 6 N ' 8.00'R RV DSCRIPION DA 4.89' N YP R: RAFFIC DIRCIONAL "RIGH URN ONLY" "=20' CAUION NOIC O CONRACOR H CONRACOR IS SPCIFICALLY CAUIOND H LOCAION AND LVAION OF XISING UILIIS AS SHON ON HS PLANS AR BASD ON RCORDS OF H VARIOUS UILIY COMPANIS AND MASURMNS AKN IN H FILD. ALLAC NGINRING H INFORMAION IS NO O B RLID ON AS SRUCURAL CONSULANS, INC BING XAC OR COMPL. H CONRACOR 200 AS MAH BRADY S MUS CALL H LOCAL UILIY LOCAION CNR ULSA, OK 740 A LAS 72 HOURS BFOR ANY XCAVAION O RQUS XAC FILD LOCAIONS OF H UILIIS XP DA 6/0/5 SI PLAN HIS DOCUMN IS PROJC NO SH NO. 4 OF 6 PRLIARY IN NAUR AND IS NO A FINAL, DOCUMN. D AND SALD

5 50.0' X. ARLIN MACH XIS GNRAL GRADING NOS. SI GRADING SHALL NO PROCD UNIL ROSION CONROL MASURS HAV BN INSALLD & INSPCD AND AROVD BY LOCAL AUHORIIS. 2. ALL CU OR FILL SLOPS SHALL B : OR AR UNLSS OHRIS NOD. 59.6' M P P XISING DRAINAG SRUCURS O B INSPCD AND RPAIRD AS NDD, AND XISING PIPS AR O B CLAND OU O RMOV ALL SIL AND DBRIS. 6.' 2.2' 7.7' 40.0' 8.2' 8.8' MACH XIS P.02 P.09 FIR LAN FIR LAN 706 P P P P.60 V V 4. IF ANY XISING SRUCURS O RMAIN AR DAMAGD DURING CONSRUCION I SHALL B H CONRACORS RSPONSIBILIY O RPAIR OR RPLAC H XISING SRUCUR AS NCSSARY. 5. CONRACOR SHALL ASSUR POSIIV DRAINAG AAY FROM BUILDINGS AND SRUCURS FOR ALL GRASSD AND PAVD ARAS. 6. CONSRUCION SHALL COMPLY IH ALL ALICABL GOVRNING CODS AND B CONSRUCD O H SAM. 7. CONRACOR IS RSPONSIBL FOR MPORARY ACCSS ROADS AND SHALL MAINAIN POSIIV DRAINAG OF NIR SI HROUGHOU CONSRUCION AND AVOID PONDING OR RUING. MPORARY DARING, INCLUDING PUMPING, MAY B RQUIRD AND SHALL B INCLUDD IN H SCOP OF ORK. 65.2' P SIDALKS SHALL HAV MAX 2% CROSS SLOP. P.77 CONC APRON O RMAIN MACH XIS P.68 P.7 P.62 P.90 P ' MACH 7.8' MACH LMNARY 8.5' FIR LAN FIR LAN FIR LAN P.54 XIS XIS P.5 P.7 ADA PARKING SALL AND AISL O HAV 2% MAX SLOP IN ALL DIRCIONS, NO OLRANC. P.4 P.0 MACH XIS MACH P ' XIS P.08 S.44 S S P P FIR LAN P.28 P.5 P P ROAD X. ARLIN (BY ALAS) /9/205 ::28 AM \civil-server\projects\54006 BAPS Pavement - Vandever and HS\Dgn\Vandever\C05Grad.dgn BROKN ARRO PUBLIC S VANDVR LMNARY 2200 SOUH LIONS AVNU BROKN ARRO, OKLAHOMA S.4 P 70. S S S S 70.8 MACH S XIS MACH XIS RV DSCRIPION DA 70 MACH XIS 50.4' V "=20' CAUION NOIC O CONRACOR H CONRACOR IS SPCIFICALLY CAUIOND H LOCAION AND LVAION OF XISING UILIIS AS SHON ON HS PLANS AR BASD ON RCORDS OF H VARIOUS UILIY COMPANIS AND MASURMNS AKN IN H FILD. ALLAC NGINRING H INFORMAION IS NO O B RLID ON AS SRUCURAL CONSULANS, INC BING XAC OR COMPL. H CONRACOR 200 AS MAH BRADY S MUS CALL H LOCAL UILIY LOCAION CNR ULSA, OK 740 A LAS 72 HOURS BFOR ANY XCAVAION O RQUS XAC FILD LOCAIONS OF H UILIIS XP DA 6/0/5 GRADING PLAN HIS DOCUMN IS PROJC NO SH NO. 5 OF 6 PRLIARY IN NAUR AND IS NO A FINAL, DOCUMN. D AND SALD

6 PARKING SRIPS 2" YP S4 YP S IN O LIFS ACK COA BN LAYRS ODO YP A AGGRGA COMPACD XISING SOIL R: SPCS CONCR PAVMN ODO SD 4 SUPRPAV (PG64-22) PAVMN CONCR PAVMN CONCR ODO COMPACD XISING SOIL R: SPCS YP A AGGRGA R: PAVMN DAIL FOR HICKNSS "" SA CU XISING PAVMN XISING PAVMN N 2" PRFORM XP J FILLR IH J SALAN (A CONCR/CONCR ONLY) 2'-0" PAVMN '-0" 2 '-0" COORDINAS AR O BACK OF CURB * BACK OF CURB C P '-0" BAS '-0" 2" AR DIMNSIOND FROM HIS POIN 2"R "R * PAVMN R: PAVMN DAIL FOR HICKNSS "" PLAC JOINS IN CURB O MACH PAVING - 5 F MAX ISOLAION JOIN A CONCR PAVING R: PAVING JOIN DAIL * UNLSS NOD R: CURB DAIL R: PAVMN SCION 2 UNDISURBD SOIL 2" PRFORMD XPANSION JOIN SIDALK YP "A" AGG BAS SUBGRAD A 90% DNSIY NOS: PLA ACROSS SIDALK S NO 2"CLR. INSALL COUNRSUNK SCRS IN LADOOD MASONRY ANCHORS A 2 OC. OC 2. 2"-2 OPNING IDH AS SPCIFID ON PLAN. GALV SL CHCKRD 2" x " GALV SCRS SCAL: NS PAVMN DAIL 2 PAVMN RANSIION CURB AND GUR (BARRIR) SCAL: NS SCAL: NS SCAL: NS 4 CURB RAION 5 SIDALK DRAIN SCAL: NS R: SPCS FOR LOCAION ISOLAION JOIN (IJ) A 50 F OC 2" PRFORM 2" PRFORM XP J FILLR XP J FILLR IH J SALAN IH J SALAN ROLD JOIN SIDALK JOIN SIDALK O HAV 2% CROSS SLOP MAX /4 CONC AGGRGA BAS SIDALK JOIN SPACING QUAL O SIDALK IDH (YP) COMPACD XIS SOIL OR NGINRD FILL SIDALK R: DAIL 2" M IN SIDALK R: DAIL 2'-0" 2'-0" 2 ND SCION * YP SCION '-0" 2: '-0" 2: 2" PRFORM XP J FILLR IH J SALAN UM O B SCORD " 0' C/C SCION CURAIN ALL CONINOUS ACH ND, 00' MAX & AS SHON ON PLANS UNDISURBD SOIL OR NGINRD FILL 2" 2" * VARIS, S GRADING PLAN R: PLANS SLOP CURB RAION R: DAIL R: PLANS :0 MAX SLOP - - 2% SLOP 4'-0" :2 MAX SLOP 4'-0" 2 ID ACIL ARNING SURFAC :2 MAX :2 MAX SLOP USH IH CURB RAION GRAD R: DAIL 2 ID ACIL ARNING SURFAC :0 MAX SLOP CURB RAION R: DAIL USH IH GRAD CURB RAION R: DAIL R: PLANS :2 MAX SLOP CURB RAION R: DAIL - USH IH GRAD 2 ID ACIL ARNING SURFAC SIDALK CONCR UM SCAL: NS SCAL: NS S SCAL: NS HI RCIV PAIN /9/205 ::09 AM \civil-server\projects\54006 BAPS Pavement - Vandever and HS\Dgn\Vandever\C06Details.dgn '-R 2'-0"R 9 '-0" 2'-0" ACCSSIBL SRIPING SCAL: NS R '-0" 5 C L OF PARKING SPAC " '- '-0" 8'-0" BROKN ARRO PUBLIC S VANDVR LMNARY 2200 SOUH LIONS AVNU BROKN ARRO, OKLAHOMA HI BORDR 8'-0" HI SRIPS x27'-0" HI SRIP YP 9'-0" R: SPCS FOR LOCAION 0 ISOLAION JOIN (IJ) 2" JOIN S NLARGMN PAVING JOIN DAIL SCAL: NS SACU JOIN (SJ) JOINS NO SHON OHRIS SHALL B SA JOINS. SA JOINS SHALL B MAD NLARGMN IHIN 0 HOURS AFR CONCR POUR. CONSRUCION JOIN (CJ) RV DSCRIPION DA D CONCR PAVING JOIN SPACING S SCHDUL " 4 ALL DOLS & BARS O B POXY COAD /2 2" "" 5" 7" L PAVMN HICKNSS NLARGMN SMOOH DOLS GRAS ON ND --- " #4 x 0" C/C DOL C/C 7 "L" LNGH --- ID JOIN (J) RINFORCING IN PAVING NLARGMN "" MBDMN --- CAUION /2 "D" SACU DPH 2" 2" NOIC O CONRACOR ALL JOINS 2" PRFORM XP J FILLR A CONSRUCION & ISOLAION JOIN ONLY JOIN SALAN BACKR ROD ALL JOINS NLARGMN MAX JOIN SPACING 2.5' 5' 5' 5' H CONRACOR IS SPCIFICALLY CAUIOND H LOCAION AND LVAION OF XISING UILIIS AS SHON ON HS PLANS AR BASD ON RCORDS OF H VARIOUS UILIY COMPANIS AND MASURMNS AKN IN H FILD. H INFORMAION IS NO O B RLID ON AS BING XAC OR COMPL. H CONRACOR MUS CALL H LOCAL UILIY LOCAION CNR A LAS 72 HOURS BFOR ANY XCAVAION O RQUS XAC FILD LOCAIONS OF H UILIIS 8 " ALLAC NGINRING SRUCURAL CONSULANS, INC 200 AS MAH BRADY S ULSA, OK 740 XP DA 6/0/5 DAILS HIS DOCUMN IS PRLIARY IN NAUR AND IS NO A FINAL, DOCUMN. D AND SALD PROJC NO SH NO. OF 6 6