Midwestern Engineers, Inc. Plan Preview

r � ·� �· • I I GENERAL GRADING NOTES: 1. 2. 3. 4. 6 Fill S H O U L D B E P LA C E D IN LA Y E R S NOT T O EXC EE D E IGHT (8) INC H E S IN L OOSE THICKN ESS A ND SHO ULD B E S PRINK LE D W IT H WA TER AS R E QUIR E D T O SE CUR E SP E CIFI E D C O MPACTI O N S . EA CH LA Y E R SH OU L D B E UNIF O RM L Y C O MP A CT E D BY M EA N S O F S UITABLE E QUIPM E NT O F TH E TYP E R E QUIR E D BY TH E MAT E RIA LS C O MP OS ING TH E FI LL . A L L FI LL S H O U L D B E COMP A CT E D T O TH E S P E CIFI E D P E RCENT OF TH E M A XIMUM D E N S ITY O BT A IN E D IN A CC O RDANC E W ITH AS TM DENSITY T ES T D1557(95 PERC E NT O F M A XIMUM DRY D E N S ITY). C O NTR A CT O R S H O ULD R E T A IN G EO T E C H NIC AL E NGIN EE R T O E N S UR E A C O MP E T E NT, N A TIV E B EA RING S URF A C E . S H O ULD THE R E SULT S O F T H E IN-P LA C E D E NSITY T E ST S INDIC A T E TH A T TH E S P E CIFI E D C O MP A CTI O N L IMIT S A R E N O T O BT A IN E D, TH E A R EAS R E PR E S E NT E D BY S UCH T E ST S S H O ULD BE RE WO RK E D A NO R E TE S TED AS REQUIRED UNTIL TH E S P E CIFI E D LIMIT S AR E SA TI S FI E D. TH E PL A N S SHO W A PPR O XIM A T E L O CATIONS OF A LL KN OW N UTI L ITI ES LO C A T E D W IT H IN T H E L IMITS OF C O N S TRUCTI O N. TH E A CCUR A CY OF THI S INF O RM A TION I S N O T GU A R A NT EE D. -- ----- ------- --------- -------- - ---- IMPROVEMENT KEY NOTES -l---=-r----------------- ---1 0 0 0 0 0 0 PR O P OSE D S IGN [SEE DET A IL "2" O F S H EET 3] PR O P O S E D 8" THICK C O NCR E T E PAD [ S E E D E T A I L S O N SH EET 3] PR O PO S ED ASPHALT S URF A C E [ S EE DET A I L S "4" & "5" O F SHEE T 3] PR O P OSE D INO O T #2 ST O N E OV E R WEE D B A RRI E R (M A ND A T O RY A LT E RN A T E B- IN S T A LL HM A PAV E M E NT IN P LA C E OF S TON E ) PR O PO SE D 6" S CH. 40 S T L PIP E B OLLA RD, TYP. O F 6 [ S EE D E T A IL "1" O F S H EE T 3] PR O P OSE D S PRING- LOA D E D D EL IN EA T O R [ SEE D E T A IL "3" O F SH EE T 3] C O NTR A CT O R S H A L L A D J U S T A ND / O R CUT E XIST J NG l -= -=-=-=:..:::..::::..::::....:::..:::..:=-=-=-=-==-=-=�:.:::_::����=-=-=--=--= -=��-�-- - -- ----- - ---------------- ---- ---- 1 P A V E M E NT AS N E C ESSA RY T O ASS UR E A S M O OTH __ - - - - - - - - - - - - ------ FIT A ND C O NTINU O U S GR A DE BUTT J O INT S S HA LL - - - - - - B E PR O VID E D A T TR A NSITI O N A L A R EAS B E TW E EN 0 PR O VID E (3) PR O P OSE D UND E RGR O UND S CH. 80 PVC C O NDUIT S wt L O NG S WEE PING EL B OWS . T E RMIN A T E C O NDUIT S 18" A B O V E FINI SH GRADE AT TRA S H C O MP A CT O R & C A P. ASS UM E 10 E XTR A FE E T OF CONDUIT T O EXTEND AB O V E GR A D E A T E XI S TING SHACK L O CATI O N. PR O VID E PULL R O P E S F O R OW N E R S ELE CTRICAL C O NTRACT O R F O R LAT E R IN S T A L L O F ELE CTRIC AL . (2) -4" 0 C O NDUIT S & (1) -2" 0 C O NDUIT. PROVIDE & INST AL L TR EA T E D 6x6 W OO D P OS T T O M O UNT C A M E R A & L IGHT. INST A LL IN CONCR E T E B ASE S IMI LA R T O TH AT S H OW N F O R PIP E B OLLA RD S . P O L E H E IG H T & E XACT L OC A TI O N T O B E D E T E RMIN E D BY OWNER. PR O P OSE D A ND E XI S TING P A V E M E NT. TH E C O NTR A CT O R S H ALL N O TIFY A LL UTILITY C O MP A NI ES 72 H O URS B E F O R E C O NSTRUCTI O N I S T O S T A RT, T O VERIFY IF A NY UTI L ITI ES ARE PR ESE NT O N S IT E . ALL V E RIFIC A TI O N S ( LO C A TI O N, SIZE A ND D E PTH) SHAL L B E M A D E BY THE A PPR O PRI A T E UTI L ITY C O MP A NI E S. W H E N E XC A V A TING I S A R O UND O R OV E R E XI S TING UTI L ITI ES . TH E C O NTRACTOR MU S T N O TIFY TH E UTILITY COMP A NY S O A R E PR ESE NT A TIV E OF TH A T UTI L ITY C O MP A NY CAN BE PRE SE NT T O IN S TRUCT A ND O B S ERV E DURING C O N S TRUCTI O N. T HE C O N T R A C TO R S HAL L N O TIFY, IN WRITING, TH E OW N E R A ND TH E E NGIN E ER O F A NY CH A NG E S, O MI SS I O N S , O R E RR O R S F O UND ON TH ESE PL A N S OR IN T HE FI E LD B E FORE WO RK I S S TART E D OR R E SUMED. 0 (2) -2" 0 C O NDUITS wt LONG SWE EPING EL B OWS . PR O V I D E & IN S T ALL TR EA TED 6x6 WOO D PO S T T O M O UNT C A M E R A & L IGHT. IN S T ALL IN C O NCRETE BASE SIMIL A R T O THAT S H OW N F O R PIP E B O LL A RD S . P OLE H E IGHT & EXACT L O C A TI O N T O B E - _ - - - - --..._ D E T E RMIN E D BY OW N E R. �-�-=---==-:=---�����- --�- - � 4 621.42 N:1308911.47 E :3120477.47 ----- ------- .4 --- -- ------ 621.52 4 LEGEND D G D - -620- - ---@ID-- -GAS- --UE-- ••• PR O P OSE D AS P HAL T DRIV E E XP A N S I O N PROP OSE D 8" THICK C O NCR E T E S L A B PROPO SE D 8" T H ICK GR A V E L E XI S TING C O NTOUR S PR O P OS ED C O NT O UR S E XI S TING G AS L IN E E XI S TING UND E RGR O UND ELE CTRIC PROP OSE D S PRING L OA D E D D EL IN E AT O R S N:1308938.39 E :3120623 31 A LL PUBLIC WA LKING SURF A C ES S H A LL H A V E A M A XIMUM CR O S S SLO PE O F 1 5% A ND A M A XIMUM RUNNING S L O PE OF 4.5%_ ALL A R EAS DI S TURB E D BY C O N S TRUCTION A ND N O T T O H A V E HARD SURF A CE S H ALL B E SEE DED O R SO DD E D UN LESS OTH E RWI SE SHOW N. BU L K WAST E (30 CYD) SCRAP MET AL (30 CYD) ' 4 12' .f JJ�--� ------ 8. 9. PR O VID E P OS ITIV E DR A IN A G E WIT HO UT P O NDING, IN AL L A RE AS , A F TE R IN S T A L LA TI O N, CONTR A CT O R T O TEST F O R, AND C O RR E CT, IF A NY. "BIRD B A TH" C O NDITIONS. S E E APPRQPRI A i E DETAILS TO D E TERMINE S UBGRAIJE EL E VAflONS B E LO W FINISH GR A D E �:t.lEV A TIONS INGllCA'tEO- AL L C O N S TRUCTI O N METHOD S A ND M A T E RI ALS MU S T C O NF O RM T O CURR E NT S T A ND A RDS A ND S P E CIFIC A TI O N S O F TH E F E D E R A L, ST A T E , COUNTY, CITY O R LO C A L REQU I R E M E NTS, WH ICH E V E R HA S JURI S DICTION. T HE CONTRACT O R S H A L L V E RIFY AL L DIM E N S I O NS IN THE FI E LD PRI O R T O S T A RTING CON S TRUCTI O N. T HE C O NTR A CT O R SH A L L BE RE S PON S IBL E F O R ALL FIE L D DIM E N S ION S . IF A NY DI S CREP A NCI ES A RE FOUND IN T H ES E PL A NS FR O M T H E ACTU A L FIELD C O NDITI O N S , TH E C O NTR A C TO R S H A LL N O TIFY T H E E NGIN E ER IMMEDI A T E LY. 12. T H E DI S TURB E D A R EA I S T O B E UND E R O N E (1) A CR E IN DI S TURB A NCE. IF GRE A T E R TH A N O N E (1) A CR E I S A NTICIP A T E D. T HE C O NTR A CT O R S HA LL PR E P A R E A ND FI L E A CON S TRUCTI O N S T O RM W AT E R G E N E R A L PERMIT T O ALL A PP L ICAB LE A G E NCI ES PRI O R T O T HE S T A RT O F C O N S TRUCTI O N 13 A L L A S PH A LT A ND S UBGRAD E M A T E RIAL S SH A LL B E IN ACC O RD A NC E w/ INOOT S TAND A RD S P E CIFIC A TI O N S LATEST VERSI O N. 14. CONDUIT LO C A TI O N S A T N EW TR AS H COMP A CT O R S H ALL B E V E RIFI E D W IT H E QUIPMENT MFR & OW NER. 15. C O NTR A CT O R SHALL CUT & P A TCH A LL EXISTING '- A SPHA L T A R EAS WH E R E PR O P OSE D C O NDUIT S AR E 'c,c,c,-• S r H _ O '- W �N '- . '- S =E= E -' D -' E " T '- A " IL " S '- O = N _, S cc H cc E cc E c.c T c. 3 c_ _______J ' ' \ \ \ \ \ ' N:1308899 83 E :3120409.27 \ \ 621.00 \ N:1308866.00 E :3120410.17 \ \ \ \ \ \ \ \ \ "' --\----- 6'7 " \ "'------ N:1308867.38 E :3120460.16 620.70 N:1308899.47 E :3120478.38 4 5 621.60 EX. TRASH COMPACT OR /////////////// j ----- 621.00 N 1308844 37 E 3120475 87 N.1308817.49 E :3120463.48 --------------- 620.85 2 8 EXST. SHE 621.10 619 618 617 / / -616---.... / '\ / ) / I / / / / / / / / / ) I 621.70 ccc ,.,, mm 621.26 I I e N:1308835.73 E:3120526.56 14' / / / / / / / / / N:1308903.92 E :312053721 7 / / / / N:1308884.34 E:3120564.59 / / / / / / E _ GRASS N:1308844.78 E :3120572.08 / / / / / / / / /---620.22 / 620.00 N:1308838.79 E :3120572.47 ----- N:1308824.50 E:3120568.57 / __.... o '\ 9 _ - -616 / / / / / / / / / / / / / / / / / / / / / / / / ,_ _ / .,.. 619.92 / / / / / / CONTROL POINT ;" REBAR 621.25 / / / / / / / ;/ / / / / / / / / / ' / 'v / / / / / / / / \ / / / I I I I I I I I I - - I - - _,., / I I / ' .� / I • u t:: - REVISIONS ] ] ' ,= , � Cl .:: Ri ,..!. c, " BID SET C 2024 MidwNcm [ngim:cr.-. lnt. 802 West Bniadway Srr�el P.O. Bux 295 LOO:,(U<Jtec. lr1dim1'1 -!7553 DATE APRIL 2024 DESIGN T.M.K. DRAWN M.M.C. Q.C. CHECK C.W.R. PROJECT NUMBER 2023085-00 2 2 OF 3 FlLE NUMBER 44129 I Do Not Use Plan Previews for Take Off