FIG STREET DETAIL PLAN NUMBER (OR DRAWING NUMBER) SWD SWD SWD SWD SWD SWD SWD SWD SWD SWD SWD SWD S S S S S S S S S S X X 53.
|
|
- Willa Burke
- 6 years ago
- Views:
Transcription
1 M PM RL 6.09 AHD FUUR AG OOD.0 FIG R ROAD IING DLLING ROAD 9.9 D D D D D D DAIL PLAN NUMR (OR DRAING NUMR) AMPL ONLY FUUR AG PLUM D.0 60 D D 8 D.0 V D D D D D D D D D D FL O IL.00 R D D D D D D D D D D D D D D D D D D D D A H ROAD FL PARK FL IL FIG.0 D D.0 M.60.0 H 6 H M H C FUUR AG O RAID RFR IM OF LIV R ORK HON ON Q--0- IING PLUM RD A CK I APPL OOD NO RD CURRN RD A HN RD CK AMPL ONLY I PLAN CAL : 00 PROPRY CONNCION HAV N DIGND O CONROL H RQUIRD RVIC ARA OF ACH LO A A GRAD OF :60 AND A MAIMUM DPH OF PROPRY CONNCION A. m. UNL OHRI AD. FOR JUNCION DAIL RFR Q--06- O Q--06- URL CK R DIUD JO NO NUMR OF, M, H & V LOCALIY PLAN CAL :00 MAP GRID NO. J0 LOCAION DG NO. DIA. YP LNGH YAR LAID PRIVA PROP. 8/9 0 VC IN-IU PRCA M H - V - OHR - RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING DIGN LAYOU DRAING No. RVIC PROVIDR NUR Q--00- A YPICAL LOCALIY & I PLAN NO O CAL U VRION ORG DA: //0
2 M PM RL 6.09 AHD FUUR AG OOD.0 FIG R ROAD IING DLLING ROAD 9.9 D D D D D D DAIL PLAN NUMR (OR DRAING NUMR) AMPL ONLY FUUR AG PLUM D.0 D D D M D D D D D D D D D D FL O IL.00 R D D D D D D D D D D D D D D D D D D D D A C ROAD FL PARK FL FIG M.0 D D H M H H IL C FUUR AG O RAID RFR IM OF LIV R ORK Q--0- IING PLUM RD A CK I APPL OOD NO RD CURRN RD A HN RD CK AMPL ONLY I PLAN CAL : 00 PROPRY CONNCION HAV N DIGND O CONROL H RQUIRD RVIC ARA OF ACH LO A A GRAD OF :60 AND A MAIMUM DPH OF PROPRY CONNCION A. m. UNL OHRI AD. FOR JUNCION DAIL RFR Q--0- AND Q--0-. URL CK R DIUD JO NO NUMR OF, M, H & V LOCALIY PLAN CAL :00 MAP GRID NO. J0 LOCAION DG NO. DIA. YP LNGH YAR LAID PRIVA PROP. 8/9 0 PVC IN-IU PRCA M H - V - OHR - RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING DIGN LAYOU DRAING No. RVIC PROVIDR RIG Q--00- A YPICAL LOCALIY & I PLAN NO O CAL U VRION ORG DA: //0
3 MAINNANC HOL/HAF No. /M COVR YP /M YP RANCH DROP YP RANCH LIN No. PROPRY CONNCION YP D F D A V G A A A A D G G A A A A A A 6 A A A A F A A H H H C F M M G A A A A D AMPL ONLY PIP NOAL DIAMR (DN) YP, CLA GRAD LNGH ( IN ) MDMN YP DPH OF INVR LO FL INVR LVL (IL) FINIHD URFAC LVL (FL) IING URFAC LVL (L) CHAINAG (CH) LIN NUMR PROPRY CONNCION (PC) DAIL LO No. xx PC INVR LVL (IL) xx.xxx PC CH O D /M xx.xxx PC DPH (D) x.xxx RVIC CONFLIC DAIL RVIC IZ ØDN. xxx RVIC YP xxxxxx CRON LVL CR xx.xxx CLARANC CL x.xxx OR INVR LVL I.L. xx.xxx CAL: : 000 HORIZONAL : 00 VRICAL Ø R L.80 LO 9 IL.000 CH.0 D L LO 8 IL CH.00 D.0 F..L. LO 6 IL 6.60 CH LO IL 6.60 CH.6 D.00 Ø00 AR CR.6. CL LO IL CH LO IL CH 8.86 D.00 Ø00 AR CR.6.0 CL LIN LIN LIN LIN LONGIUDINAL CION NO: LO IL 9.60 CH.69 D.00 Ø00 AR CR.60. CL Ø LO IL.900 CH LO IL.900 CH.68 D /Ø600 RCPs I.L..066 CL 0.6 Ø0 AR CR..0 CL ULK- 6 ULK- HAD A ULK- HAD A. CR HAD A DAUM. CR. CR ROAD ROAD ROAD OOD PROPRY DCRIPION ROAD PP ROAD PP ROAD PP ROAD PP DN60 DR P00 DN60 DR P00 DN60 DR P00 DN60 DR P00 LGND = VRG PP = PRIVA PROPRY R = ND RADIU (HOR, VR, COMP) R = HOR RADIU ND - 0. RADIU L = ND LNGH.8 P.0.0 IP.00.8 P.60 YP MAINNANC HOL YP G = CONCR 0.900Ø F = CONCR.00Ø = CONCR.00Ø M = P 0.600Ø..L. F..L. D..L. F..L. F..L YP YP YP = CLA NON-RAFFICAL = CLA D RAFFICAL Ø /Ø600 RCPs CL0.600 I.L.9.90 Ø0 AR IL.80 CL 0.60 LO 8 IL.60 CH.68 D.0 F..L Ø00 AR IL.00 CL P IP 9.60 LO IL.0 CH.0 D.0 LO 9 IL.0 CH 6.00 D.0 R.000 L P.0 R DN60 DR P IP.0 YP L P 8.90 R0.000 L IP 8.60 NO INFO Ø00 LCO NO INFO Ø00 LC 6.00 OOD ROAD AMN ROAD 8.80 LIN P NO 6 ND V ND H 9.6 P 96.0 H LONGIUDINAL CION FOR LIN No.6, No. AND No. HA NO N PROVIDD. OM UILIY INFORMAION HA N OMID FOR CLARIY A HI CAL. HOVR, CHAINAG, INVR OR CRON LVL AND DCRIPION eg. x 00 LRA CONDUI etc, HALL HON FOR ALL UILIY RVIC. AMPL ONLY. ALL LVL, CHAINAG & DIANC IN MR.. RFR Q--00 RI FOR DDING & ACKFILL RQUIRMN.. RFR Q--00 RI FOR MAINNANC RUCUR YP AND DROP AND FOR NUR COMPLIAN APPURNANC.. PIP MARIAL O PCIFID A RQUIRD Y NUR (P).. RFR Q--06 RI FOR PROPRY CONNCION YP. 6. DAIL OF COMPOUND ND AR O HON ON DIGN DRAING IP PP P ULK- HAD A. CR RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING DIGN LAYOU DRAING No. RVIC PROVIDR P NUR Q--0- A YPICAL LONGIUDINAL CION NO O CAL U VRION ORG DA: //0
4 MAINNANC HOL/HAF No. /M COVR YP /M YP /M DROP YP RANCH LIN No. PROPRY CONNCION YP D V V A J V V A A A J V V J V V A A A A V V A A V C H H D JJ V V H C V V RV. No. AMPL DA ONLY PIP NOAL DIAMR (DN) YP, CLA GRAD LNGH ( IN ) MDMN YP DPH OF INVR LO FL INVR LVL (IL) FINIHD URFAC LVL (FL) IING URFAC LVL (L) CHAINAG (CH) LIN NUMR PROPRY CONNCION (PC) DAIL LO No. xx PC INVR LVL (IL) xx.xxx PC CH O D /M xx.xxx PC DPH (D) x.xxx CAL: : 000 HORIZONAL : 00 VRICAL LGND = VRG PP = PRIVA PROPRY Ø LO 9 IL.000 CH.0 D L LO 8 IL CH.00 D.0 F..L. LO 6 IL 6.60 CH.00 D.00 LO IL 6.60 CH.6 D.00 Ø00 AR CR.6. CL LO IL CH 6.66 D LO IL CH 8.86 D.00 Ø00 AR CR.6.0 CL LIN LIN LIN LIN LO IL 9.60 CH.69 D.00 LONGIUDINAL CION Ø00 AR CR.60. CL Ø LO IL.900 CH.868 D 0.80 LO IL.900 CH.68 D /Ø600 RCPs I.L..066 CL 0.6 Ø0 AR CR..0 CL ULK- 6 ULK- HAD A ULK- HAD A. CR HAD A DAUM. CR. CR ROAD ROAD ROAD OOD PROPRY DCRIPION ROAD PP ROAD PP ROAD PP ROAD PP DN0 PVC N8 DN0 PVC N8 DN0 PVC N8 DN0 PVC N8 DCRIPION RVIC CONFLIC DAIL RVIC IZ ØDN. xxx RVIC YP xxxxxx CRON LVL CR xx.xxx CLARANC CL x.xxx OR INVR LVL I.L. xx.xxx YP MAINNANC HOL YP P-P = PR-CA CONCR A = CONCR.000Ø = CONCR.00Ø C = CONCR.00Ø FOR OHR YP RFR O Q--00 COVR YP RFR O Q--08 AUH. Q AR..L. F..L...L. F..L. F..L YP YP YP ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION NO: Ø /Ø600 RCPs CL0.600 I.L.9.90 Ø0 AR IL.80 CL ROAD LO 8 IL.0 CH.68 D.00 F..L Ø00 AR IL.00 CL P ND IP 9.60 LO IL.0 CH.0 D.00 LO 9 IL.0 CH 6.00 D P P ND IP.090 DN0 PVC N8...6 P.90..L. 8 ND YP H LONGIUDINAL CION FOR LIN No.6, No. AND No. HA NO N PROVIDD. OM UILIY INFORMAION HA N OMID FOR CLARIY A HI CAL. HOVR, CHAINAG, INVR OR CRON LVL AND DCRIPION eg. x 00 LRA CONDUI etc, HALL HON FOR ALL UILIY RVIC. AMPL ONLY. ALL LVL, CHAINAG & DIANC IN MR.. RFR Q--00 RI FOR DDING & ACKFILL RQUIRMN.. RFR Q--00 RI FOR MAINNANC RUCUR YP AND DROP AND FOR RIG COMPLIAN APPURNANC.. PIP MARIAL O PCIFID A RQUIRD Y RIG (PVC).. RFR Q--0 AND Q--0 FOR PROPRY CONNCION YP. 6. DAIL OF ANDARD DN0 LONG RADIU PVC ND AR HON A Q---. RAG ANDARD DRAING.8 DIGN LAYOU.6 ND V NO INFO Ø00 LCO NO INFO Ø00 LC 6.00 OOD ROAD AMN P IP P 8.0 LIN P 8.0 DRAING No. ND IP DN P ND V ND H P IP PP P ULK- HAD A. CR RVIC PROVIDR RIG Q--0- A YPICAL LONGIUDINAL CION NO O CAL U VRION ORG DA: //0
5 YPICAL NO O INCLUDD IH DRAING NVIRONMNAL CONDIION PLAC ON YOUR DRAING NO A RCIVD IN YOUR APPROVAL LR FROM H NVIRONMNAL RGULAOR OR MANAGR. IF NO RLVAN O HI A AR NO PCIFID IN YOUR APPROVAL LR, YPICAL NO A FOLLO HALL PLACD ON ALL DRAING. VGAION PROCION A. R LOCAD ALONG H FOOPAH HALL, RANPLAND PRIOR O CONRUCION, OR RPLACD IF DROYD.. HN ORKING IHIN m OF R, RUR OR HARDOOD GIRDL HALL CONRUCD IH.8m AN CLOLY PACD AND ARRANGD VRICALLY FROM GROUND LVL. GIRDL HALL RAPPD O R PRIOR O CONRUCION AND RMAIN UNIL COMPLION. C. R ROO HALL UNNLLD UNDR, RAHR HAN VRD. IF ROO AR VRD H DAMAGD ARA HALL RAD IH A UIAL FUNGICID. CONAC RLVAN COUNCIL ARORI FOR FURHR ADVIC. D. ANY R LOPPING RQUIRD HOULD UNDRAKN Y AN APPROVD ARORI. OIL A. OPOIL AND UOIL HALL OCKPILD PARALY.. CAR HALL AKN O PRVN DIMN FROM NRING H ORMAR YM. HI MAY INVOLV PLACING APPROPRIA DIMN CONROL AROUND OCKPIL. C. ACID ULPHA OIL I IN H ORK ARA. H OUPU FROM H RIK AMN AD ON H QUNLAND ACID ULPHA OIL CHNICAL MANUAL RQUIR HA ACID ULPHA OIL MANAGD A FOLLO: (DL IF NO ACID ULPHA OIL) CRK CROING A. ILAION CONROL MAUR HALL PLACD DONRAM OF ANY CAVAION ORK.. APPROPRIA DIMN CONROL HALL UD O PRVN DIMN FROM NRING H CRK. C. NO OIL HALL OCKPILD IHIN m OF H CRK. RHAILIAION A. PRDIURANC OIL PROFIL AND COMPACION LVL HALL RINAD.. PRDIURANC VGAION PARN HALL RORD. AFY A. H DIGN AND CONRUCION OF H ORK HALL COMPLY IH ALL QUNLAND LGILAION. ALL NVIRONMN PROCION MAUR HOULD IMPLMND PRIOR O ANY CONRUCION ORK, INCLUDING CLARING, COMMNCING. GNRAL NO. ALL ORK AND MARIAL HALL IN ACCORDANC IH CURRN OUH A QUNLAND RAG COD PCIFICAION AND ANDARD.. UNL PCIFID OHRI ALL MARIAL AND ORK HALL COMPLY IH H RLVAN AURALIAN ANDARD.. H CONRUCION OF H RAG ORK HON ON HI DRAING HALL UPRVID Y AN NGINR HO HA RPQ RGIRAION. RAG ORK NO COMPLYING IH HI RQUIRMN ILL NO PRMID O CONNC INO H Q RVIC PROVIDR RAG YM.. ALL ORK AOCIAD IH LIV R OR MAINNANC HOL HALL CARRID OU Y H Q RVIC PROVIDR A H DVLOPR' CO.. ALL PIP AND MARIAL HALL COMPLY IH H RQUIRMN OF H "ACCPD PRODUC AND MARIAL" LI. 6. ACH ALLOMN HALL RVD Y A DN0 P (OR DN00 PVC) PROPRY CONNCION. FOR ALLOMN OHR HAN INGL RIDNIAL, A DN60 P (OR DN0 PVC) PROPRY CONNCION HALL PROVIDD.. PROPRY CONNCION HALL LOCAD IHIN H PROPRY A HON IN H DRAING. 8. PROPRY CONNCION RANCH HALL ND INO H PROPRY A IMUM OF 00mm AND A MAIMUM OF 0mm. UNIYAR RQUIR IMUM NION OF 00mm INO PROPRY. 9. HR PIP AR LAID IN FILL, H FILLING HALL CARRID OU IN LAYR NO CDING 00mm (LOO) IN DPH AND HALL COMPACD UNIL H COMPACION I NO L HAN 9% OF H MARIAL MAIMUM COMPACION HN D IN ACCORDANC IH A.. 89 (MODIFID COMPACION). ING HALL CARRID OU AFR ACH ALRNA LAYR. IN ALL UCH CA APPROVAL OF CONRUCD R ILL NO IUD Y H Q RVIC PROVIDR UNL CRIFICA AR PRODUCD CRIFYING HA H RQUIRD COMPACION HA N ACHIVD. 0. HR R HAV A GRAD OF IN 0 OR PR,ULKHAD HALL CONRUCD IN ACCORDANC IH H Q R COD.. H CONRACOR HALL VRIFY H LOCAION AND DPH OF IING RVIC IH RLVAN AUHORII FOR COMMNCING ORK.. R HALL DIUD /AANDOND IN ACCORDANC IH PROCDUR OU IN H Q R COD.. NCH MARK AND LVL O AHD.. H IING DLLING ON LO, RFR Q--00, RVD Y A PIC YM, HALL CONNCD O H N R Y A LICNCD PLUMR IN ACCORDANC IH H RLVAN AUORY AND COUNCIL RQUIRMN. H PIC YM, INCLUDING RNCH,HALL RMOVD A H DVLOPR' CO. ALL FIUR HALL UPGRADD IF RQUIRD Y PLUG COD.. IING ALLOMN RQUIRING A PROPRY CONNCION FROM IING R HALL PROVIDD Y H Q RVIC PROVIDR A H DVLOPR CO. NAM OF A UDIVIDR APPLICAION No. P DLGA APPROVAL DA DRAING/PLAN No. No. OF ALLOMN ARA IN Ha. LNGH OF R 00mm 0mm UNRI A JOP PY LD /0/-CA0/ RV. No. DA DCRIPION AUH. Q AR RAG ANDARD DRAING U RAG RICULAION DRAING No. VRION RVIC PROVIDR YPICAL A DAIL AND NO Q--0- A ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION NO O CAL ORG DA: //0
6 RVIC PROVIDR AND CONRUCOR LIV R ORK - YPICAL CHDUL No. DCRIPION (OM ORK LID AR NO HON ON Q--00- & 00-) DIA. R NO. /MCOVR YP YP LO NO. F..L...L. I.L. DPH O INVR (A) * AGNCY O RAK INO IING MAINNANC HOL / AND CONRUC A 0 mm U (MPORARILY ND CAPPD) PRIOR O AR OF CONRUCION. 0 / P () 0.m FROM U ND CAP, CONRUCOR O LAY N LIN. AFR CLANING, ING AND INPCING, NOIFY AGNCY. (C) AGNCY O RMOV MPORARY ND CAP ON U & LIN AND MAK LIV CONNCION AFR UCCFUL "ON MAINNANC" INPCION. (A) () (C) (D) AGNCY O RAK INO IING MAINNANC HOL / AND CONRUC /0 mm U (MPORARILY ND CAPPD) PRIOR O AR OF CONRUCION. CONRUCOR O LAY N LIN AND. AFR CLANING, ING AND INPCING, NOIFY AGNCY. AGNCY O RMOV MPORARY ND CAP ON U & LIN & AND MAK LIV CONNCION AFR UCCFUL "ON MAINNANC" INPCION. AGNCY O RAI IING MAINNANC HOL / Y 0.8 m AND O RPLAC OP LA, COVR AND FRAM IH A RAFFICAL ARRANGMN. 0 0 / / / / P.0 (IING D/ OUL) P (LIN ) P (LIN ) (N U) P D (A) CONRUCOR O CONRUC N MAINNANC HOL A/ OVR IING R AND NCH AND RNDR UP O PIP U NO RMOV CRON OF PIP. A/ P () (C) CONRUCOR O LAY LIN AND INALL HOU CONNCION. AGNCY O RMOV CRON OF PIP AND COMPL NCHING AFR UCCFUL "ON MAINNANC" INPCION OF LIN A/ P (A) AGNCY O RAK INO IING MAINNANC HOL AND CONRUC /0 mm U (MPORARILY ND CAPPD) PRIOR O AR OF CONRUCION. 0 C () CONRUCOR O LAY N LIN 8 AND 9. AFR CLANING AND ING, NOIFY AGNCY. 0 0 C C (LIN 8) (LIN 9) (C) AGNCY O RMOV MPORARY ND CAP ON U & LIN 8 & 9 AND MAK LIV CONNCION AFR UCCFUL "ON MAINNANC" INPCION. (A) AGNCY O AL H IING 0Ø INL IN IING MAINNANC HOL AND 0Ø OUL IN H IING MAINNANC HOL / (ADJACN O LO 0) O AANDON HI CION OF R AFR UCCFUL "ON MAINNANC" INPCION. 0 0 / D D () CONRUCOR O RMOV AANDOND R AND RINA GROUND. 6 AGNCY O PROVID N HOU CONNCION AGNCY O RAI IING MAINNANC HOL / IN OOD R Y 0.60 m O UI N FOOAY LVL. / C * AGNCY MAN GOLD COA CIY COUNCIL OR LOGAN CIY COUNCIL OR RDLAND CIY COUNCIL OR QUNLAND URAN UILII OR UNIYAR (APPROVAL VALID FOR MONH FROM DA HON) IH ALL AGNCY ORK O PAID FOR Y DVLOPR VIA QUOAION APPLICAION. RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING DIGN LAYOU DRAING No. RVIC PROVIDR CONNCION O IING R Q--0- A YPICAL CHDUL OF ORK NO O CAL U VRION ORG DA: //0
7 LOP LOP CONOUR LIN PROPRY CONNCION ( Q--0- AND 0-) NO: FLO FLO INRCION POIN (PG) YPICAL RIG RICULAION R M AND VARIAL HORIZONAL ND ( Q--- O 6- ) FLO. GRAD R VNLY N /M O LVL HON IN DIGN DRAING.. LAY PIP AND FIING IH OCK UPRAM HRVR PRACICAL. FLO FLO FLO RANCH/RUNK R ( Q--0- O -) AR AGNCY DIRCD AR AL OR AR AL ( Q--08- & 08-) CA IN-IU OR PRCA FACORY NCHD MAINNANC HOL () ( Q--00 ) INRCION POIN (PG) DP JUNCION YP 'D' PROPRY CONNCION A DIFFRN LVL ( Q--0-) RAL M ( Q---) '' DROP ( Q --0-) FLO FLO FLO YPICAL RIG RICULAION R INO RANCH OR RUNK R IH AR AL LONG RADIU DN0 VRICAL ND ( Q-- ) RV. No. DA DCRIPION AUH. Q AR RAG ANDARD DRAING U RIG PIPLAYING DRAING No. VRION RVIC PROVIDR YPICAL ARRANGMN Q--0- A ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION NO O CAL ORG DA: //0
8 FLO YPICAL NUR RICULAION R PROPRY CONNCION A DIFFRN LVL ( Q--06- O 06-) 00mm MA 0mm DN0 ACC NO: P DIMN RAP NO RQUIRD Y UNIYAR M AND VARIAL ND ( Q---) FACORY MAD HOR RADIU ND (0mm RADIU) MA. GRAD R VNLY N /M O LVL HON IN DIGN DRAING.. LAY PIP AND FIING IH -F COUPLING OR U LDING. FILD MAD LONG RADIU VRICAL ND P U MAINNANC HOL () ( Q--0 ) FLO FLO FLO FILD MAD LONG RADIU ND (DN60 A.0m RADIU) ULPHID CONROL MAINNANC HOL ( Q--0-) PROPRY CONNCION A DIFFRN LVL ( Q--06- O 06-) RANCH/RUNK R ( Q--0 ) RAL M ( Q---) FLO FLO PROPRY CONNCION A DIFFRN LVL ( Q--06- O 06-) FLO YPICAL NUR RICULAION R INO RANCH OR RUNK R RV. No. DA DCRIPION AUH. Q AR RAG ANDARD DRAING U NUR PIPLAYING DRAING No. VRION RVIC PROVIDR YPICAL ARRANGMN Q--0- A ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION NO O CAL ORG DA: //0
9 DDING MARIAL. MA. ACKFILL HOU DRAIN 00 MA ACKFILL 0 HOU DRAIN RFR O NO ND. MA. ACKFILL DDING MARIAL 000 LONG ORANG PVC CONDUI 0Ø CURLY APD O H.. AK MA OLIQU JUNCION RFR O NO LVAION DDING MARIAL OLIQU JUNCION RFR O NO LVAION HOR PIP 00 MA. OLIQU JUNCION RFR O NO LVAION PVC DUC AP INPCION CONDUI O INVR OF INPCION 0x H.. AK 600 LONG ADJACN O U NO OUCHING CRD CAP ND OF INPCION. HOR PIP 00 MA. OLIQU JUNCION RFR O NO HOR PIP 00 MA. NO: 0. PLAN 000 ND HOU DRAIN OLIQU JUNCION RFR O NO HOU CONNCION RANCH YP A HOU CONNCION IHIN PRIVA PROPRY HOR PIP 00 MA. 0.. ALL HOU CONNCION RANCH HALL HAV A IMUM GRAD OF IN 60 FOR Ø00 AND IN 80 FOR Ø0.. LIMI OF ORK - ALL HOU CONNCION RANCH HALL FINIH IH AN INPCION IH H ND AND INPCION OPNING CR CAPPD. INPCION INALLD O H INVR LVL HON ON H DRAING.. ALL HOU CONNCION RANCH CROING ROAD HOULD CONNC INO MAINNANC RUCUR HR POIL.. ALL HOU CONNCION RANCH FIING UCH A MOULDD OLIQU JUNCION AND ND, HALL RFR O NO ND HC 000 HOR PIP 00 MA. PLAN HOU DRAIN 'YP ' HOU CONNCION IHIN PRIVA PROPRY LOP UP YP DDING MARIAL 0. FIRGLA RINFORCD A DAILD FOR H YP 'D' JUNCION IHIN D DRG Q--0- OR MAY APPROVD G.R.P JUNCION AND ND.. DDING MARIAL HALL COMPLY IH H RQUIRMN OF H PCIFICAION. 6. ALL PIP JOIN HALL CONFORM IH COD PCIFICAION AND H MANUFACURR RCOMMNDAION.. FOR RPONIILIY LIMI OF CONRUCD ORK, RFR D DRG Q DIMNION AR IN MILLIMR UNL HON OHRI. HOR PIP 00 MA. RFR O NO ND HOU CONNCION RANCH (HC) Ø0 HOR PIP 00 MA. HOU CONNCION INPCION LOCAION MARKR ARRANGMN 0 OLIQU JUNCION RFR O NO 0x00 RDUCR IF RQUIRD DUAL HOU CONNCION OUID PRIVA PROPRY NO CROING ROAD PROPRY OUNDARY MA 000 MA HOU DRAIN HOU DRAIN. PROPRY OUNDARY RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING RAG HOU CONNCION DRAING No. RVIC PROVIDR YPICAL CONRUCION DAIL Q--0- A RIGG - H NO O CAL U VRION ORG DA: //0
10 RAR PROPRY OUNDARY LO LO LO LO OUNDARY FRON PROPRY RVIC PROVIDR MAINNANC RPONIILIY HC YP A DN 0 O DN 00 R PROPRY ONR MAINNANC RPONIILIY FUUR ANIARY DRAIN RINFORCD ND HRADD CAP RFR NO. O HOU CONNCION RIR PIP LIP COUPLING MA ROAION OFF VRICAL RFR YP 'D' JUNCION AL ACKFILL O HOU CONNCION RINFORCD JUNCION. RFR O NO. 0 mm LAYR OF MDMN COMPACD VNLY NDING ACRO AND 0 ALONG RNCH YP 'D' JUNCION FIING DN 0 O DN 00 R YP 'D' HOU CONNCION OPION MAINNANC RPONIILIY (ONC DVLOPR INALL R AND PROPRY CONNCION) LVAION RIR PIP IN MARK DN00=00 & DN0=06 PROVID 0 OF RIR PIP FUUR LIPPAG FOR ND DAIL RFR YP 'D' JUNCION AL x COA OF 00g CHOPPD RAND MA IH A VINYLR RIN AND x VINYLR FLO COAING OP COA. 0 mm HICK upvc GU LDD IN PLAC. RUR RING JOIN RUR RING JOIN (RRJ) LIP COUPLING LDD JOIN OLIQU JOIN YP 'D' JUNCION FIING. (0 x 0 COMPONN HON) FLO HOR PIP 00 MA ACH ND OF FIING NO: YP 'D' JUNCION AL OPION D- D- D- D- ND 0 A RQUIRD R GRAD :0 O :0 :0 O :0 :0 O :6 : O :. DDING MARIAL AND GNRAL COMPONNRY HALL COMPLY IH H RQUIRMN OF H COD PCIFICAION AND ANY ADDNDUM.. YP "D" JUNCION FIING HALL FACORY AMLD AND CRIFID upvc R FIING COMPLYING IH A/NZ 60 HA HAV N AMLD AND RINFORCD IH FIRGLA A HON IN H DRAING. OLIQU JUNCION AND ND HALL RINFORCD IH FIRGLA A HON FOR A YP D JUNCION OR MAY APPROVD G.R.P JUNCION AND ND.. H LIP COUPLING COMPONN OF YP "D" JUNCION FIING HALL MARKD O IDNIFY H INALLAION RQUIRMN OF H FIING AND H VRICAL RIR PIP, AL AOV.. HRADD LOCK DON QUICK RLA ND CAP HALL ALD Y A RUR RING, CR DON CAP HA UILI AINL L CR AR NO PRMID.. DIMNION AR IN MILLIMR UNL HON OHRI. RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING RAG HOU CONNCION DRAING No. RVIC PROVIDR YPICAL CONRUCION DAIL Q--0- A RIG - H NO O CAL U VRION ORG DA: //0
11 LO A LO LO C FRON PROPRY OUNDARY ROAD RRV RRV ROAD R FLO FRON PROPRY OUNDARY LO D LO LO F UNIYAR RQUIR MAINNANC HAF FOR IN PROPRY CONNCION, Q--06- LO A LO LO C LO D RAR PROPRY OUNDARY R FLO RAL NRY POIN LO LO F LO G FRON ALLOMN LO NO. MAIMUM DPH O PROPRY CONNCION INVR HALL 00mm.. CONCR HALL CLA N0 O A P- CP FOR MAINNANC HOL HICH AR PCIAL CLA O A P-8.. ACH ALLOMN HALL RVD Y A DN0 DIAMR PROPRY CONNCION. FOR ALLOMN OHR HAN INGL RIDNIAL, A DN60 DIAMR PROPRY CONNCION HALL PROVIDD.. PROPRY CONNCION JUNCION HALL LOCAD.m FROM H DONRAM ALIGNMN. IF HI I NO POIL PROPRY CONNCION JUNCION HALL NO GRAR HAN.m FROM H DONRAM ALIGNMN.. PROPRY CONNCION RANCH HALL ND INO H PROPRY A IMUM OF 00mm AND A MAIMUM OF 0mm.UNIYAR RQUIR IMUM NION OF 00mm INO PROPRY A HON ON Q PROPRY CONNCION RANCH OF DN0 HALL GRADD A A IMUM OF IN 60.. H OVR LVL OF H PROPRY CONNCION JUNCION HALL NO LOR HAN H OVR LVL OF H R A H JUNCION. 8. ALL PIP, FIING AND CONCR HALL HAV A IMUM COVR OF 0mm IN FOOPAH AND ROADAY. 9. LOCA R AND PROPRY CONNCION A HON ON H DRAING. 0. RFR DRAING No Q--06- O Q--06- FOR PROPRY CONNCION DAIL. PROPRY CONNCION R IN ROAD RRV PROPRY CONNCION R A RAR OF LO DIMN RAP HALL NO PROVIDD FOR UNIYAR RFR Q--06- LGND DIMN RAP VRICAL RIR HOU DRAIN CONNCION RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING P NUR DRAING No. RVIC PROVIDR PROPRY CONNCION Q--06- A YPICAL LAYOU NO O CAL U VRION ORG DA: //0
12 FLO PROPRY CONNCION R HOR RADIU ND CUOMR' DRAIN DN0 ACC CAP IH RR AL PROPRY CONNCION R HOR RADIU ND. 00 MA. 0 CUOMR' DRAIN DN0 ACC CAP IH RR AL CLA N0 CONCR JUNCION OR APPROVD ADDL ND CAP NO P DIMNAION RAP RFR O DAIL ON DG. NO. Q--06- NO RQUIRD Y UNIYAR P DN0 JUNCION OR APPROVD ADDL CLA N0 CONCR ND CAP NO P DIMNAION RAP RFR O DAIL ON DG. NO. Q--06- NO RQUIRD Y UNIYAR PLAN - YP AI - DN0 FL ORANG PVC CONDUI 0Ø CURLY APD O H.. AK PLAN - YP A - DN0 FL ORANG PVC CONDUI 0Ø CURLY APD O H.. AK MA MA CLA N0 CONCR GRAD. IN 60 P DIMNAION RAP NO RQUIRD Y UNIYAR LVAION - YP A - DN0 0x H.. AK 600 LONG GRAD. IN 60 LVAION - YP A - DN0 0x H.. AK 600 LONG P DIMNAION RAP NO RQUIRD Y UNIYAR CLA N0 CONCR FL DN60 P GRAD. IN LVAION - YP A - DN60 (IHOU DIMNAION RAP) 00 MA ORANG PVC CONDUI 0Ø CURLY APD O H.. AK 0x H.. AK 600 LONG P/PVC RRJ CONNCION OCK DPH 80mm IH DN0 PVC PLUG & CR CAP DIMN RAP HALL NO PROVIDD FOR UNIYAR RFR Q--06- NO. FOR P R NO RFR DRG. NO. Q ALL DN0 PROPRY CONNCION R HALL HAV P DIMN RAP (CP UNIYAR) IH P DN0 ACC CAP AND A RRJ P/PVC CONNCOR AND PLUG IH CR CAP.. DN60 PROPRY CONNCION R HALL HAV A RRJ P/PVC CONNCOR INALLD.. ORANG PVC CONDUI AND HARDOOD AK HALL INALLD A H ND OF ACH PROPRY CONNCION.. PROVID.0 mm CONCR CLA N0 URROUND O JUNCION HR HON ON DRAING. RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING P NUR DRAING No. RVIC PROVIDR YPICAL PROPRY CONNCION Q--06- A YP A, A ANDARD AND NDD NO O CAL U VRION ORG DA: //0
13 0 0 0 FLO ORANG PVC CONDUI 0Ø CURLY APD O H.. AK 000 OAL HIGH 0x H.. AK 600 LONG GRAD. IN 60 YP A FULL DPH R DPH <00 PROPRY CONNCION AL 60 () M M () () P DIMMN RAP NO RQUIRD Y UNIYAR LVAION - YP A - DN0 (DN60 IMILAR) MA 0 ORANG PVC CONDUI 0Ø CURLY APD O H.. AK 000 OAL HIGH FLO LVAION - YP A GRAD. IN 60 P DIMNAION RAP NO RQUIRD Y UNIYAR GRAD. IN 00 DN60 0x H.. AK 600 LONG DN0 0x H.. AK 600 LONG ORANG PVC CONDUI 0Ø CURLY APD O H.. AK 000 OAL HIGH DN0 HRADD ACC CAP IH RR AL DN60/0 CCNRIC RDUCR IH LONG PIGO O UI LONG LCROFUION COUPLING. FLO P/PVC RRJ CONNION. OCK DPH 80mm DN00 PVC PLUG AND CR CAP LVAION P DIMNAION RAP DIMN RAP HALL NO PROVIDD FOR UNIYAR RFR Q--06- NO. RFR DG No Q--06- FOR GNRAL NO. P/PVC RRJ CONNCOR OCK DPH 80mm IH DN0 PVC PLUG & CR CAP RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING P NUR DRAING No. RVIC PROVIDR YPICAL PROPRY CONNCION Q--06- A YP A, A ANDARD AND NDD NO O CAL U VRION ORG DA: //0
14 YP 00 MA 00 MA PROPRY CONNCION AL MA MA MA 00 MA FLO PROPRY CONNCION R HOR RADIU ND. 00 MA. 0 CUOMR' DRAIN DN0 ACC CAP IH RR AL LOPD CONNCION P DN0 0 NO FLO DIMNION AR O INVR LVL OF R. RFR DRAING No. Q--06- FOR GNRAL NO. GRAD. IN 60 LVAION - YP ( IMILAR) 00 MA 0 ND CAP GRAD. IN 00 FL DIMN RAP HALL NO PROVIDD FOR UNIYAR RFR Q--06- ND CAP DN P/PVC RRJ CONNCOR OCK DPH 80mm IH DN0 PVC PLUG & CR CAP 00 MA DN0 JUNCION OR APPROVD ADDL ORANG PVC CONDUI 0Ø CURLY APD O H.. AK 0x H.. AK 600 LONG P DIMNAION RAP NO RQUIRD Y UNIYAR CLA N0 CONCR CLA N0 CONCR LOP O COMPLY IH AL 8. OF H Q ARG COD PLAN - YP IMILAR LVAION - YP IMILAR FL GRAD. IN 60. P DIMNAION RAP NO RQUIRD Y UNIYAR P DIMNAION RAP NO RQUIRD Y UNIYAR ORANG PVC CONDUI 0Ø CURLY APD O H.. AK ND CAP DN0 GRAD. IN 00 P/PVC RRJ CONNCION OCK DPH 80mm IH DN0 PVC PLUG & CR CAP MA 0x H.. AK 600 LONG DN60 RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING P NUR DRAING No. RVIC PROVIDR YPICAL PROPRY CONNCION Q--06- A YP O LOPD CONNCION NO O CAL U VRION ORG DA: //0
15 PROPRY CONNCION R CUOMR' DRAIN PROPRY CONNCION AL YP C JUMP UP (CAPPD ND OF PC) 00 MA 00 MA M 0 M 0 DN0 ACC CAP IH RR AL P DIMNAION RAP NO RQUIRD Y UNIYAR DIMNION AR O INVR LVL OF R PLAN - DN0 YP C AND C FL ORANG PVC CONDUI 0Ø CURLY APD O H.. AK ORANG PVC CONDUI 0Ø CURLY APD O H.. AK FL LDD ND CAP GRAD. IN MA C FINIH HR 00 MA 000 ND DN60/DN0 JUNCION HI NION ONLY FOR C P DIMNAION RAP NO RQUIRD Y UNIYAR 0 0 DOUL CONNCION (IF RQ'D) 0 MDMN URROUND IN 0 LAYR ND DN60 DIMN RAP HALL NO PROVIDD FOR UNIYAR RFR Q--06- CLA N0 CONCR JUNCION DN60 ~ DN LVAION - YP C AND C (C HON) VRICAL RIR INGL OR DOUL CONNCION CION YP C AND C (C HON) NO:. MA. DN0 CONNCION OR DN60 CONNCION FOR ACH JUMP UP OR M.. DIMNAION RAP AR NO RQUIRD FOR DN60 CONNCION.. RFR Q--06- FOR GNRAL NO. RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING P NUR DRAING No. RVIC PROVIDR YPICAL PROPRY CONNCION Q--06- A YP C O C VRICAL RIR NO O CAL U VRION ORG DA: //0
16 FLO DN0 PROPRY CONNCION R DN0. 00 MA. 0 CUOMR' DRAIN DN0 DN0 ACC JUNCION P ND P ND ID OUNDARY P DIMN RAP. 00 MA. 0 PLAN ONLY YP A CONNCION HON HR. RFR DG. Q--06- & Q--06- FOR YP AND C CONNCION. ORANG PVC CONDUI 0Ø CURLY APD O H.. AK FL MA GRAD IN 60 0x H.. AK 600 LONG LVAION IN PROPRY CONNCION NO:. FOR GNRAL NO RFR DRAING Q--06- RV. No. DA DCRIPION AUH. Q AR RAG ANDARD DRAING U P NUR DRAING No. VRION RVIC PROVIDR YPICAL IN PROPRY CONNCION Q A ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION NO O CAL ORG DA: //0
17 P NUR PVC INPCION RFR Q--0- FLO DN IMUM CUOMR' DRAIN RFR NO JUNCION P MAINNANC HAF Q--- ID OUNDARY DN0 P/PVC CONNCOR 000 IMUM 00 PVC INPCION RFR Q--0- RFR NO ONLY YP A CONNCION HON HR. RFR DG. Q--06- & Q--06- FOR YP AND C CONNCION. PLAN IN PROPRY CONNCION (YPICAL) 00 IMUM P NUR CUOMR' DRAIN PVC INPCION RFR Q--0- RFR NO NO:. FOR GNRAL NO RFR DRAING Q PROVID m LONG ORANG PVC CONDUI AND H. AK O MARK CONNCION A HON IN Q--06- DN0 ID OUNDARY P/PVC CONNCOR PLAN INGL PROPRY CONNCION (YPICAL) 00 RV. No. DA DCRIPION AUH. Q AR ORK PRACIC MU COMPLY IH ALL APPLICAL OCCUPAIONAL HALH & AFY LGILAION RAG ANDARD DRAING P NUR DRAING No. RVIC PROVIDR YPICAL IN AND INGL Q--06- A PROPRY CONNCION NO O CAL U VRION ORG DA: //0
4" 4" BM 7 SPIKE IN POWER POLE ELEV= " CP 15 8" 4" 10" 4" 6" 4" 6" 8" 8" 8" 12" 12" 16" 8" 4" 10" 6"
AR PLAN OVRVI -0 OLD SAUK ROAD RAFFIC MUS ALAYS B KP OPN; SOUHRN LAN MAY B CLOSD DURIN OFF-PAK HOURS IF FLARS AR USD; RFR O RAFFIC SCIONS IN SPCIAL PROVISIONS --- AR OR CONSRUCION SI NRANC; COORDINA NRY
More informationRIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
N NAL PL CARON LN ANA AN IRGIRD PRIONAL NG NR IRGIRD PRIONAL NG NR RIVRID COUNY FLOOD CONROL WAR CONRVAION DIRIC AN BRNARDINO COUNY 0 RIVRID COUNY RIVRID MORNO 0 IMA BANNING DR HO PRING BGIN LIN C NORCO
More informationDEPARTMENT OF ELECTRICAL &ELECTRONICS ENGINEERING SIGNALS AND SYSTEMS. Assoc. Prof. Dr. Burak Kelleci. Spring 2018
DEPARTMENT OF ELECTRICAL &ELECTRONICS ENGINEERING SIGNALS AND SYSTEMS Aoc. Prof. Dr. Burak Kllci Spring 08 OUTLINE Th Laplac Tranform Rgion of convrgnc for Laplac ranform Invr Laplac ranform Gomric valuaion
More information4.3 Design of Sections for Flexure (Part II)
Prsrssd Concr Srucurs Dr. Amlan K Sngupa and Prof. Dvdas Mnon 4. Dsign of Scions for Flxur (Par II) This scion covrs h following opics Final Dsign for Typ Mmrs Th sps for Typ 1 mmrs ar xplaind in Scion
More informationUNIT #5 EXPONENTIAL AND LOGARITHMIC FUNCTIONS
Answr Ky Nam: Da: UNIT # EXPONENTIAL AND LOGARITHMIC FUNCTIONS Par I Qusions. Th prssion is quivaln o () () 6 6 6. Th ponnial funcion y 6 could rwrin as y () y y 6 () y y (). Th prssion a is quivaln o
More informationA L A BA M A L A W R E V IE W
A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N
More informationG0.1 THE GRADUATE MADISON ADDITION AND ALTERATIONS PROJECT # 01/15/2015 PROJECT PERSPECTIVE (REVISED 02/27/2015)
55 Grand eton Plaza, Suite 0, Madison, isconsin 59 p0.9. f0.9.5 H GRADUA MADISON AND ALRAIONS 0 LANGDON R MADISON, I 50 Architecture : Structural ngineering: Dimension IV Madison Design Group 55 Grand
More informationFinal Exam : Solutions
Comp : Algorihm and Daa Srucur Final Exam : Soluion. Rcuriv Algorihm. (a) To bgin ind h mdian o {x, x,... x n }. Sinc vry numbr xcp on in h inrval [0, n] appar xacly onc in h li, w hav ha h mdian mu b
More informationTransfer function and the Laplace transformation
Lab No PH-35 Porland Sa Univriy A. La Roa Tranfr funcion and h Laplac ranformaion. INTRODUTION. THE LAPLAE TRANSFORMATION L 3. TRANSFER FUNTIONS 4. ELETRIAL SYSTEMS Analyi of h hr baic paiv lmn R, and
More informationBROKEN ARROW PUBLIC SCHOOLS TRANSPORTATION / MAINTENANCE ADDITION WITH SITE IMPROVEMENTS
GUY =690. DIP / DIP / IPF DIP GUY / GUY 694.5 5' CHAIN LINK FNC 5' BUILDING LIN GOAL (2) OOD POSS 696.59R 690.6 695. 69.72 699.88R 69.0 696.76R 69.6 BASKBALL GOALS & COUR 69.52R 685.8 G BOX PD PLAYGROUND
More informationLecture 1: Numerical Integration The Trapezoidal and Simpson s Rule
Lcur : Numrical ngraion Th Trapzoidal and Simpson s Rul A problm Th probabiliy of a normally disribud (man µ and sandard dviaion σ ) vn occurring bwn h valus a and b is B A P( a x b) d () π whr a µ b -
More informationThe Exile Began. Family Journal Page. God Called Jeremiah Jeremiah 1. Preschool. below. Tell. them too. Kids. Ke Passage: Ezekiel 37:27
Faily Jo Pag Th Exil Bg io hy u c prof b jo ou Shar ab ou job ab ar h o ay u Yo ra u ar u r a i A h ) ar par ( grp hav h y y b jo i crib blo Tll ri ir r a r gro up Allo big u r a i Rvi h b of ha u ha a
More informationLogistic equation of Human population growth (generalization to the case of reactive environment).
Logisic quaion of Human populaion growh gnralizaion o h cas of raciv nvironmn. Srg V. Ershkov Insiu for Tim aur Exploraions M.V. Lomonosov's Moscow Sa Univrsi Lninski gor - Moscow 999 ussia -mail: srgj-rshkov@andx.ru
More information990 BROADWAY LUXURY TOWN HOMES
Prepared : LOCAION MAP N... Gulf to Bay Boulevard, uite N PROJC I FMA MAP PANL NO. CG BA FLOO LVAION= FLOO ZON A A -- ZONING IRIC-(C) F...P. - PRMI PR (s..(, F..) LPA UBMIAL -- Prepared For: Contact Person:
More informationCPSC 211 Data Structures & Implementations (c) Texas A&M University [ 259] B-Trees
CPSC 211 Daa Srucurs & Implmnaions (c) Txas A&M Univrsiy [ 259] B-Trs Th AVL r and rd-black r allowd som variaion in h lnghs of h diffrn roo-o-laf pahs. An alrnaiv ida is o mak sur ha all roo-o-laf pahs
More information1 Finite Automata and Regular Expressions
1 Fini Auom nd Rgulr Exprion Moivion: Givn prn (rgulr xprion) for ring rching, w migh wn o convr i ino drminiic fini uomon or nondrminiic fini uomon o mk ring rching mor fficin; drminiic uomon only h o
More informationAlgorithms and Data Structures 2011/12 Week 9 Solutions (Tues 15th - Fri 18th Nov)
Algorihm and Daa Srucure 2011/ Week Soluion (Tue 15h - Fri 18h No) 1. Queion: e are gien 11/16 / 15/20 8/13 0/ 1/ / 11/1 / / To queion: (a) Find a pair of ube X, Y V uch ha f(x, Y) = f(v X, Y). (b) Find
More informationPoisson process Markov process
E2200 Quuing hory and lraffic 2nd lcur oion proc Markov proc Vikoria Fodor KTH Laboraory for Communicaion nwork, School of Elcrical Enginring 1 Cour oulin Sochaic proc bhind quuing hory L2-L3 oion proc
More informationMa/CS 6a Class 15: Flows and Bipartite Graphs
//206 Ma/CS 6a Cla : Flow and Bipari Graph By Adam Shffr Rmindr: Flow Nwork A flow nwork i a digraph G = V, E, oghr wih a ourc vrx V, a ink vrx V, and a capaciy funcion c: E N. Capaciy Sourc 7 a b c d
More information4.1 The Uniform Distribution Def n: A c.r.v. X has a continuous uniform distribution on [a, b] when its pdf is = 1 a x b
4. Th Uniform Disribuion Df n: A c.r.v. has a coninuous uniform disribuion on [a, b] whn is pdf is f x a x b b a Also, b + a b a µ E and V Ex4. Suppos, h lvl of unblivabiliy a any poin in a Transformrs
More informationMathcad Lecture #4 In-class Worksheet Vectors and Matrices 1 (Basics)
Mh Lr # In-l Workh Vor n Mri (Bi) h n o hi lr, o hol l o: r mri n or in Mh i mri prorm i mri mh oprion ol m o linr qion ing mri mh. Cring Mri Thr r rl o r mri. Th "Inr Mri" Wino (M) B K Poin Rr o
More informationWireless & Hybrid Fire Solutions
ic b 8 c b u i N5 b 4o 25 ii p f i b p r p ri u o iv p i o c v p c i b A i r v Hri F N R L L T L RK N R L L rr F F r P o F i c b T F c c A vri r of op oc F r P, u icoc b ric, i fxib r i i ribi c c A K
More informationGUARD HUT, FUEL STATION AND CANOPY CONSTRUCTION DOCUMENTS
. ANDARD DRAWING LGND FOR NIR LAN (NO O CAL) YICAL NO X ONI RORY LIN / R.O.W. LIN NIGHBORING RORY LIN / INRIOR ARCL LIN AMN LIN BACK LIN CONCR CURB & GUR UILIY OL WIH LIGH OL LIGH RAFFIC LIGH UILIY OL
More informationSP DELEGATE APPROVAL DATE. DRAWING No. No. OF LOTS AREA IN Ha. LENGTH DN160
LIV OR L O. () () () () 60 63 65 67 59 6 664 66 FUUR 6 69 4 5 57 FUUR 47 75 74 73 7 7 70 46 / 56 55 54 O OFORM L O VIOLIO LOIO OU OIO PR.5m MIIMUM OVR 50mm O R MI I FOOP () LO 45, 46, 4 49 XII /9 5 / RIPIO
More informationLaPlace Transform in Circuit Analysis
LaPlac Tranform in Circui Analyi Obciv: Calcula h Laplac ranform of common funcion uing h dfiniion and h Laplac ranform abl Laplac-ranform a circui, including componn wih non-zro iniial condiion. Analyz
More informationCATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A. Ήχος Πα. to os se e e na aș te e e slă ă ă vi i i i i
CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A Ήχος α H ris to os s n ș t slă ă ă vi i i i i ți'l Hris to o os di in c ru u uri, în tâm pi i n ți i'l Hris
More informationSOLUTIONS. 1. Consider two continuous random variables X and Y with joint p.d.f. f ( x, y ) = = = 15. Stepanov Dalpiaz
STAT UIUC Pracic Problms #7 SOLUTIONS Spanov Dalpiaz Th following ar a numbr of pracic problms ha ma b hlpful for compling h homwor, and will lil b vr usful for suding for ams.. Considr wo coninuous random
More informationT h e C S E T I P r o j e c t
T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T
More informationCS 541 Algorithms and Programs. Exam 2 Solutions. Jonathan Turner 11/8/01
CS 1 Algorim nd Progrm Exm Soluion Jonn Turnr 11/8/01 B n nd oni, u ompl. 1. (10 poin). Conidr vrion of or p prolm wi mulipliiv o. In i form of prolm, lng of p i produ of dg lng, rr n um. Explin ow or
More informationEXERCISE - 01 CHECK YOUR GRASP
DIFFERENTIAL EQUATION EXERCISE - CHECK YOUR GRASP 7. m hn D() m m, D () m m. hn givn D () m m D D D + m m m m m m + m m m m + ( m ) (m ) (m ) (m + ) m,, Hnc numbr of valus of mn will b. n ( ) + c sinc
More informationECE Connections: What do Roots of Unity have to do with OP-AMPs? Louis Scharf, Colorado State University PART 1: Why Complex?
ECE Conncion: Wha do Roo of Uni hav o do wih OP-AMP? Loui Scharf, Colorado Sa Univri PART : Wh Compl?. Curioi, M favori curioi i : π π ( ) 0.07... π π ECE Conncion: Colorado Sa Univri Ocobr 007 . Quion,
More informationInstitute of Actuaries of India
Insiu of Acuaris of India ubjc CT3 Probabiliy and Mahmaical aisics Novmbr Examinaions INDICATIVE OLUTION Pag of IAI CT3 Novmbr ol. a sampl man = 35 sampl sandard dviaion = 36.6 b for = uppr bound = 35+*36.6
More informationPlanning & Zoning Commission
uscan aks Mr lan vision #5 lanng & Zong oission lanng & vlopn parn pbr, 23 qus pplican wnr crag Zong ocaion vis h uscan aks Mr lan cludg: Incr rsidnial sgl-faily land us by 2 crs, 2 Incr rsidnial sgl-faily
More informationChapter 12 Introduction To The Laplace Transform
Chapr Inroducion To Th aplac Tranorm Diniion o h aplac Tranorm - Th Sp & Impul uncion aplac Tranorm o pciic uncion 5 Opraional Tranorm Applying h aplac Tranorm 7 Invr Tranorm o Raional uncion 8 Pol and
More informationC 2.21 EDGEWATER HEIGHTS CITY OF MUSKEGO, WI INTERIM GRADING PLAN SEE SHEET C 2.0 LEGEND EDGEWATER COURT NORTHEAST BASIN #1 20 PHASE 1
AIN NOS: S OL NON- AIN SHON SHOUL B CONSI INIM AN PSNS H AS HA H CONACO SHOUL LAV H SI HN AIN IS FINISH INIM AIN ON LOS SHALL NSU POSIIV AINA O H BASINS ACCUACY OF ALL SPO LVAIONS SHALL B O: SCON O, CLASS
More informationJonathan Turner Exam 2-10/28/03
CS Algorihm n Progrm Prolm Exm Soluion S Soluion Jonhn Turnr Exm //. ( poin) In h Fioni hp ruur, u wn vrx u n i prn v u ing u v i v h lry lo hil in i l m hil o om ohr vrx. Suppo w hng hi, o h ing u i prorm
More informationARTHUR STANLEY HOUSE WELCOME AND INTRODUCTION. The Site Today. Existing: G o o d g e P l a c e V i e w
WELCOME AND INTRODUCTION W s b ro o k P a r n r s w l c o m s y o u o i s d ro p - i n s s s i o n o v i w i s p ro p o s a l s f o r a r v i s d m i x d u s d v l o p m n f o r A r h u r S a n l y H o
More informationChapter 5 The Laplace Transform. x(t) input y(t) output Dynamic System
EE 422G No: Chapr 5 Inrucor: Chung Chapr 5 Th Laplac Tranform 5- Inroducion () Sym analyi inpu oupu Dynamic Sym Linar Dynamic ym: A procor which proc h inpu ignal o produc h oupu dy ( n) ( n dy ( n) +
More informationMicroscopic Flow Characteristics Time Headway - Distribution
CE57: Traffic Flow Thory Spring 20 Wk 2 Modling Hadway Disribuion Microscopic Flow Characrisics Tim Hadway - Disribuion Tim Hadway Dfiniion Tim Hadway vrsus Gap Ahmd Abdl-Rahim Civil Enginring Dparmn,
More informationGeology 229 Engineering Geology. Lecture 12. Elementary Soil Mechanics (cont. 2) (West, Ch. 7)
Geology 229 Engineering Geology Lecure 12 Elemenary Soil echanic (con. 2) (We, Ch. 7) Ouline of hi Lecure 1. Compacion/Conolidaion Soil denificaion include compacion and conolidaion. Denificaion compacion
More informationProblem Set If all directed edges in a network have distinct capacities, then there is a unique maximum flow.
CSE 202: Deign and Analyi of Algorihm Winer 2013 Problem Se 3 Inrucor: Kamalika Chaudhuri Due on: Tue. Feb 26, 2013 Inrucion For your proof, you may ue any lower bound, algorihm or daa rucure from he ex
More informationwhere: u: input y: output x: state vector A, B, C, D are const matrices
Sa pac modl: linar: y or in om : Sa q : f, u Oupu q : y h, u u Du F Gu y H Ju whr: u: inpu y: oupu : a vcor,,, D ar con maric Eampl " $ & ' " $ & 'u y " & * * * * [ ],, D H D I " $ " & $ ' " & $ ' " &
More informationDesign Example Analysis and Design of Jib Crane Boom
STRUCTURAL AALYSIS Dign Exapl Analyi and Dign o Ji Can Boo Auho: Ailiaion: Da: 4 h July 00 R.: AA50 Chal Clion a, Kvin Coi a. Th Univiy o Auckland, Dpan o Civil and Envionnal Engining,. Sl Conucion Zaland
More informationOn the Speed of Heat Wave. Mihály Makai
On h Spd of Ha Wa Mihály Maai maai@ra.bm.hu Conns Formulaion of h problm: infini spd? Local hrmal qulibrium (LTE hypohsis Balanc quaion Phnomnological balanc Spd of ha wa Applicaion in plasma ranspor 1.
More information2.1. Differential Equations and Solutions #3, 4, 17, 20, 24, 35
MATH 5 PS # Summr 00.. Diffrnial Equaions and Soluions PS.# Show ha ()C #, 4, 7, 0, 4, 5 ( / ) is a gnral soluion of h diffrnial quaion. Us a compur or calculaor o skch h soluions for h givn valus of h
More informationI-1. rei. o & A ;l{ o v(l) o t. e 6rf, \o. afl. 6rt {'il l'i. S o S S. l"l. \o a S lrh S \ S s l'l {a ra \o r' tn $ ra S \ S SG{ $ao. \ S l"l. \ (?
>. 1! = * l >'r : ^, : - fr). ;1,!/!i ;(?= f: r*. fl J :!= J; J- >. Vf i - ) CJ ) ṯ,- ( r k : ( l i ( l 9 ) ( ;l fr i) rf,? l i =r, [l CB i.l.!.) -i l.l l.!. * (.1 (..i -.1.! r ).!,l l.r l ( i b i i '9,
More informationConventional Hot-Wire Anemometer
Convnonal Ho-Wr Anmomr cro Ho Wr Avanag much mallr prob z mm o µm br paal roluon array o h nor hghr rquncy rpon lowr co prormanc/co abrcaon roc I µm lghly op p layr 8µm havly boron op ch op layr abrcaon
More informationPWM-Scheme and Current ripple of Switching Power Amplifiers
axon oor PWM-Sch and Currn rippl of Swiching Powr Aplifir Abrac In hi work currn rippl caud by wiching powr aplifir i analyd for h convnional PWM (pulwidh odulaion) ch and hr-lvl PWM-ch. Siplifid odl for
More informationElementary Differential Equations and Boundary Value Problems
Elmnar Diffrnial Equaions and Boundar Valu Problms Boc. & DiPrima 9 h Ediion Chapr : Firs Ordr Diffrnial Equaions 00600 คณ ตศาสตร ว ศวกรรม สาขาว ชาว ศวกรรมคอมพ วเตอร ป การศ กษา /55 ผศ.ดร.อร ญญา ผศ.ดร.สมศ
More informationP a g e 5 1 of R e p o r t P B 4 / 0 9
P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e
More informationOpening. Monster Guard. Grades 1-3. Teacher s Guide
Tcr Gi 2017 Amric R Cr PLEASE NOTE: S m cml Iiii ci f Mr Gr bfr y bgi i civiy, i rr gi cc Vlc riig mii. Oig Ifrm y r gig lr b vlc y f vlc r. Exli r r vlc ll vr rl, i Ui S, r, iclig Alk Hii, v m civ vlc.
More informationPlanning & Zoning Commission
uscan aks Mr lan vision # lanng & Zong oission lanng & vlopn parn Fbruary 3, 2 qus pplican wnr crag Zong ocaion vis h uscan aks Mr lan cludg: crg oal dnsiy by 3 sgl-faily rsidnial los, a crg dnsiy of h
More informationI M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o
I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o u l d a l w a y s b e t a k e n, i n c l u d f o l
More information176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s
A g la di ou s F. L. 462 E l ec tr on ic D ev el op me nt A i ng er A.W.S. 371 C. A. M. A l ex an de r 236 A d mi ni st ra ti on R. H. (M rs ) A n dr ew s P. V. 326 O p ti ca l Tr an sm is si on A p ps
More information1. Be a nurse for 2. Practice a Hazard hunt 4. ABCs of life do. 7. Build a pasta sk
Y M B P V P U up civii r i d d Wh clu dy 1. B nur fr cll 2. Prcic 999 3. Hzrd hun d 4. B f lif d cld grm 5. Mk plic g hzrd 6. p cmp ln 7. Build p k pck? r hi p Bvr g c rup l fr y k cn 7 fu dr, u d n cun
More informationSolutions to Supplementary Problems
Solution to Supplmntary Problm Chaptr 5 Solution 5. Failur of th tiff clay occur, hn th ffctiv prur at th bottom of th layr bcom ro. Initially Total ovrburn prur at X : = 9 5 + = 7 kn/m Por atr prur at
More information14.02 Principles of Macroeconomics Fall 2005 Quiz 3 Solutions
4.0 rincipl of Macroconomic Fall 005 Quiz 3 Soluion Shor Quion (30/00 poin la a whhr h following amn ar TRUE or FALSE wih a hor xplanaion (3 or 4 lin. Each quion coun 5/00 poin.. An incra in ax oday alway
More informationSafety for all. Level: older kids. pupil s name: Pupil s first name: I discover the Highway Code. I ride my bike. I anticipate the risks
afy for all vl: oldr kid pupil nam: Pupil fir nam: cla: Conn 1. 2. 3. 4. 5. I dicovr h ighway Cod I rid my bik I anicipa h rik I u public ranpor I adap o h wahr llo and wlcom in h program: Th road and
More informationCopyright 2012 Pearson Education, Inc. Publishing as Prentice Hall.
Chapr Rviw 0 6. ( a a ln a. This will qual a if an onl if ln a, or a. + k an (ln + c. Thrfor, a an valu of, whr h wo curvs inrsc, h wo angn lins will b prpnicular. 6. (a Sinc h lin passs hrough h origin
More informationMath 3301 Homework Set 6 Solutions 10 Points. = +. The guess for the particular P ( ) ( ) ( ) ( ) ( ) ( ) ( ) cos 2 t : 4D= 2
Mah 0 Homwork S 6 Soluions 0 oins. ( ps) I ll lav i o you o vrify ha y os sin = +. Th guss for h pariular soluion and is drivaivs is blow. Noi ha w ndd o add s ono h las wo rms sin hos ar xaly h omplimnary
More informationCompact Guide Cylinder with One-way Lock Series MLGP ø40, ø50, ø63. Prevents dropping when air supply pressure falls or residual pressure is exhausted
Compct uid Cylindr with On-wy ock ris MP ø, ø, ø Prvnts dropping whn ir supply prssur flls or rsidul prssur is xhustd Cn lockd t ny position h locking position cn chngd to ccommodt n xtrnl stoppr position
More informationSpring 2006 Process Dynamics, Operations, and Control Lesson 2: Mathematics Review
Spring 6 Procss Dynamics, Opraions, and Conrol.45 Lsson : Mahmaics Rviw. conx and dircion Imagin a sysm ha varis in im; w migh plo is oupu vs. im. A plo migh imply an quaion, and h quaion is usually an
More informationApplied Statistics and Probability for Engineers, 6 th edition October 17, 2016
Applid Saisics and robabiliy for Enginrs, 6 h diion Ocobr 7, 6 CHATER Scion - -. a d. 679.. b. d. 88 c d d d. 987 d. 98 f d.. Thn, = ln. =. g d.. Thn, = ln.9 =.. -7. a., by symmry. b.. d...6. 7.. c...
More informationThe Procedure Abstraction Part II: Symbol Tables and Activation Records
Th Produr Absrion Pr II: Symbol Tbls nd Aivion Rords Th Produr s Nm Sp Why inrodu lxil soping? Provids ompil-im mhnism for binding vribls Ls h progrmmr inrodu lol nms How n h ompilr kp rk of ll hos nms?
More information( ) ( ) + = ( ) + ( )
Mah 0 Homwork S 6 Soluions 0 oins. ( ps I ll lav i o you vrify ha h omplimnary soluion is : y ( os( sin ( Th guss for h pariular soluion and is drivaivs ar, +. ( os( sin ( ( os( ( sin ( Y ( D 6B os( +
More informationSolid Waste Management Coordinating Board (SWMCB) Multi-Unit Residential Waste Enclosure Project Final Report
Solid Wa Managmn Coordinaing Board (SWMCB) Muli-Uni Ridnial Wa Enclour Projc Final Rpor Prpard by Minnoa Wa Wi Foundaion 400 Robr Sr rh, Sui 1500, Sain Paul, MN 55101 T: 651.292.4650 F: 651.292.4656 WWW.MNWASTEWISE.ORG
More informationTrade Patterns, Production networks, and Trade and employment in the Asia-US region
Trade Patterns, Production networks, and Trade and employment in the Asia-U region atoshi Inomata Institute of Developing Economies ETRO Development of cross-national production linkages, 1985-2005 1985
More informationDec. 3rd Fall 2012 Dec. 31st Dec. 16th UVC International Jan 6th 2013 Dec. 22nd-Jan 6th VDP Cancun News
Fll 2012 C N P D V Lk Exii Aii Or Bifl Rr! Pri Dk W ri k fr r f rr. Ti iq fr ill fr r ri ir. Ii rlxi ill fl f ir rr r - i i ri r l ll! Or k i l rf fr r r i r x, ri ir i ir l. T i r r Cri r i l ill rr i
More informationPartial Fraction Expansion
Paial Facion Expanion Whn ying o find h inv Laplac anfom o inv z anfom i i hlpfl o b abl o bak a complicad aio of wo polynomial ino fom ha a on h Laplac Tanfom o z anfom abl. W will illa h ing Laplac anfom.
More informationA/P Warrants. June 15, To Approve. To Ratify. Authorize the City Manager to approve such expenditures as are legally due and
T. 7 TY LS ALATS A/P rrnts June 5, 5 Pges: To Approve - 5 89, 54.3 A/P rrnts 6/ 5/ 5 Subtotl $ 89, 54. 3 To Rtify Pges: 6-, 34. 98 Advnce rrnts 5/ 6/ 5-4 3, 659. 94 Advnce rrnts 6/ / 5 4, 7. 69 June Retirees
More informationENJOY ALL OF YOUR SWEET MOMENTS NATURALLY
ENJOY ALL OF YOUR SWEET MOMENTS NATURALLY I T R Fily S U Wi Av I T R Mkr f Sr I T R L L All-Nrl Sr N Yrk, NY (Mr 202) Crl Pki Cr., kr f Sr I T R Svi I T R v x ll-rl I T R fily f r il Av I T R, 00% ri v
More informationSection. Problem Representation. Substation. Protection Device. protection equipments. Substation. Client. EPDS divided in blocks connected by
HIERARCHICAL MULTIPLE CRITERIA OPTIMIZATION OF MAINTENANCE ACTIVITIES ON POWER DISTRIBUTION NETWORKS Problm Rprsaion EPDS comprising: Subsaions, primary nworks, scondary, nworks; Fdrs (cabls, lins, pols,
More informationPHASE 2 C 2.20 INTERIM GRADING PLAN EDGEWATER HEIGHTS WAY (PHASE 2) EDGEWATER HEIGHTS CITY OF MUSKEGO, WI SEE SHEET C 2.21 LEGEND O.L.
S SH C L 'Y' RACIN AVN U / C H AY S H I RH A RAIN NS: BASIN # N: LCA BY LAN & ARAY CNSULIN LLC N CBR,,, AN, NN-RAAY RAIN SHN SHUL B CNSIR INRIM AN RPRSNS H RAS HA H CNRACR SHUL LAV H SI HN RAIN IS FINISH
More information5. An object moving along an x-coordinate axis with its scale measured in meters has a velocity of 6t
AP CALCULUS FINAL UNIT WORKSHEETS ACCELERATION, VELOCTIY AND POSITION In problms -, drmin h posiion funcion, (), from h givn informaion.. v (), () = 5. v ()5, () = b g. a (), v() =, () = -. a (), v() =
More informationXV Exponential and Logarithmic Functions
MATHEMATICS 0-0-RE Dirnial Calculus Marin Huard Winr 08 XV Eponnial and Logarihmic Funcions. Skch h graph o h givn uncions and sa h domain and rang. d) ) ) log. Whn Sarah was born, hr parns placd $000
More informationCSE 245: Computer Aided Circuit Simulation and Verification
CSE 45: Compur Aidd Circui Simulaion and Vrificaion Fall 4, Sp 8 Lcur : Dynamic Linar Sysm Oulin Tim Domain Analysis Sa Equaions RLC Nwork Analysis by Taylor Expansion Impuls Rspons in im domain Frquncy
More informationHow to Solve System Dynamic s Problems
How o Solve Sye Dynaic Proble A ye dynaic proble involve wo or ore bodie (objec) under he influence of everal exernal force. The objec ay uliaely re, ove wih conan velociy, conan acceleraion or oe cobinaion
More informationNORTH TARRANT EXPRESS SEGMENT 3A PROPOSAL SCHEMATIC PLAN SET
99 886 C 99 XA XA 99 99 77 87 DIDO 886 8 8 8 8 UNION 99 AKVIW U ACIFIC AIR FORC AN 78 8 87 U 8 8 8 BN 8 87 RAIROAD 87 AVONDA CARW AION/ JOIN RRV BA 8 8 B87 AVON BURINGON NORHRN ANA F HICK AIRFID 99 6 U
More information4.2 Design of Sections for Flexure
4. Dsign of Sctions for Flxur This sction covrs th following topics Prliminary Dsign Final Dsign for Typ 1 Mmbrs Spcial Cas Calculation of Momnt Dmand For simply supportd prstrssd bams, th maximum momnt
More informationEconomics 302 (Sec. 001) Intermediate Macroeconomic Theory and Policy (Spring 2011) 4/25/2011. UW Madison
conomics 302 (Sc. 001) Inrmdia Macroconomic Thory and Policy (Spring 2011) 4/25/2011 Insrucor: Prof. Mnzi Chinn Insrucor: Prof. Mnzi Chinn UW Madison 21 1 Th Mdium Run ε = P * P Thr ar wo ways in which
More informationBASE MAP ZONING APPLICATION ENGLER TRACT KELLER, TEXAS
375' LL IDG L1 L11 128' 18'4"W DILLING PD I IN 25 C IDNIL ZONING Y 377 IGH OF WY FO DING MN O OF X IGH OF WY MN FO DING CHNNL VOL 1431, PG 618 VOLUM 1431, PG 618 DC ' DING MN 97352' XIING 8 F MONY WLL
More informationPhys463.nb Conductivity. Another equivalent definition of the Fermi velocity is
39 Anohr quival dfiniion of h Fri vlociy is pf vf (6.4) If h rgy is a quadraic funcion of k H k L, hs wo dfiniions ar idical. If is NOT a quadraic funcion of k (which could happ as will b discussd in h
More informationCRABTREE ROHRBAUGH & ASSOCIATES - ARCHITECTS
OL UNKR 00 NO OR ONRUION LL RPOR, PLN PIIION N OMPUR IL RLING O HI PROJ R H PROPRY O RR, ROHRUGH & OI. RR ROHRUGH & OI RIN LL OMMON LW, U N OHR RRV RIGH INLUING H OPYRIGH HRO. RPROUION O H MRIL HRIN OR
More informationErlkönig. t t.! t t. t t t tj "tt. tj t tj ttt!t t. e t Jt e t t t e t Jt
Gsng Po 1 Agio " " lkö (Compl by Rhol Bckr, s Moifi by Mrk S. Zimmr)!! J "! J # " c c " Luwig vn Bhovn WoO 131 (177) I Wr Who!! " J J! 5 ri ris hro' h spä h, I urch J J Nch rk un W Es n wil A J J is f
More informationLecture 4 : Backpropagation Algorithm. Prof. Seul Jung ( Intelligent Systems and Emotional Engineering Laboratory) Chungnam National University
Lcur 4 : Bacpropagaon Algorhm Pro. Sul Jung Inllgn Sm and moonal ngnrng Laboraor Chungnam Naonal Unvr Inroducon o Bacpropagaon algorhm 969 Mn and Papr aac. 980 Parr and Wrbo dcovrd bac propagaon algorhm.
More informationshhgs@wgqqh.com chinapub 2002 7 Bruc Eckl 1000 7 Bruc Eckl 1000 Th gnsis of th computr rvolution was in a machin. Th gnsis of our programming languags thus tnds to look lik that Bruc machin. 10 7 www.wgqqh.com/shhgs/tij.html
More informationVOLUME II - IFB DRAWINGS 8/15/17
VOLUM II - IF DRIG 8/15/17 LGD RVIIO CIVIL GRL O GRL O XIIG PROPOD 1. XIIG I IFORMIO I D O OPOGRPHIC FILD RFFIC IGL C OOM OF CUR URVY PRFORMD Y RIC OCI, DD 4/217. CORCOR O FILD VRIFY XIIG CODIIO O MXIMUM
More informationComputing and Communications -- Network Coding
89 90 98 00 Computing and Communications -- Ntwork Coding Dr. Zhiyong Chn Institut of Wirlss Communications Tchnology Shanghai Jiao Tong Univrsity China Lctur 5- Nov. 05 0 Classical Information Thory Sourc
More information1. Accident preve. 3. First aid kit ess 4. ABCs of life do. 6. Practice a Build a pasta sk
Y M D B D K P S V P U D hi p r ub g rup ck l yu cn 7 r, f r i y un civi i u ir r ub c fr ll y u n rgncy i un pg 3-9 bg i pr hich. ff c cn b ll p i f h grup r b n n c rk ivii ru gh g r! i pck? i i rup civ
More informationFLOW CFM EXT. STATIC IN. WG ITEM TOTAL MBH REMARKS BARD Q-TECH, TWO STAGE 17.0 EER, W/ HOT GAS REHEAT WSHP-G1
I OL FLO CF O... IC IN. R OURC H PUP CHUL OL COOLIN CPCIY @ 90 F NRIN R N. NRIN IR F F R P CON. P.. F.. RRK I OL FLO CF O... IC IN. R OURC H PUP CHUL OL COOLIN CPCIY @ 90 F NRIN R N. NRIN IR F F R P CON.
More information(1) Then we could wave our hands over this and it would become:
MAT* K285 Spring 28 Anthony Bnoit 4/17/28 Wk 12: Laplac Tranform Rading: Kohlr & Johnon, Chaptr 5 to p. 35 HW: 5.1: 3, 7, 1*, 19 5.2: 1, 5*, 13*, 19, 45* 5.3: 1, 11*, 19 * Pla writ-up th problm natly and
More informationWave Equation (2 Week)
Rfrnc Wav quaion ( Wk 6.5 Tim-armonic filds 7. Ovrviw 7. Plan Wavs in Losslss Mdia 7.3 Plan Wavs in Loss Mdia 7.5 Flow of lcromagnic Powr and h Poning Vcor 7.6 Normal Incidnc of Plan Wavs a Plan Boundaris
More informationProduct Questions? CUSTOM DESIGNED FOR: 2004 Rain Bird Corporation
Product uestions? CUTOM DIGND FOR: COMPUTR DIGND Y: OUTLIN DIGN RVIC UTION AOUT YOUR DIGN? CALL (800) 778 AMPL 0/08/0 CAL: UAR = Ft 00 Rain ird Corporation TIMR TO INTALLD INID OR IN A WATR PROOF CAINT
More informationSNOW REMOVAL PLAN ISSUED
V ctobr 26 JV V Z V V JV h partmnt of ublic orks ndavors to rmov th snow and ic from th strts of th ity of rdrick to provid a saf driving surfac to its usrs h partmnt of ublic orks will also rmov snow
More informationGraphs III - Network Flow
Graph III - Nework Flow Flow nework eup graph G=(V,E) edge capaciy w(u,v) 0 - if edge doe no exi, hen w(u,v)=0 pecial verice: ource verex ; ink verex - no edge ino and no edge ou of Aume every verex v
More informationRUTH. land_of_israel: the *country *which God gave to his people in the *Old_Testament. [*map # 2]
RUTH 1 Elimlk g ln M 1-2 I in im n ln Irl i n *king. Tr r lr rul ln. Ty r ug. Tr n r l in Ju u r g min. Elimlk mn y in n Blm in Ju. H i nm Nmi. S n Elimlk 2 *n. Tir nm r Mln n Kilin. Ty r ll rm Er mily.
More informationLecture 26: Leapers and Creepers
Lcur 6: Lapr and Crpr Scrib: Grain Jon (and Marin Z. Bazan) Dparmn of Economic, MIT May, 005 Inroducion Thi lcur conidr h analyi of h non-parabl CTRW in which h diribuion of p iz and im bwn p ar dpndn.
More information~,. :'lr. H ~ j. l' ", ...,~l. 0 '" ~ bl '!; 1'1. :<! f'~.., I,," r: t,... r':l G. t r,. 1'1 [<, ."" f'" 1n. t.1 ~- n I'>' 1:1 , I. <1 ~'..
,, 'l t (.) :;,/.I I n ri' ' r l ' rt ( n :' (I : d! n t, :?rj I),.. fl.),. f!..,,., til, ID f-i... j I. 't' r' t II!:t () (l r El,, (fl lj J4 ([) f., () :. -,,.,.I :i l:'!, :I J.A.. t,.. p, - ' I I I
More informationMaximum Flow 5/6/17 21:08. Presentation for use with the textbook, Algorithm Design and Applications, by M. T. Goodrich and R. Tamassia, Wiley, 2015
Maximm Flo 5/6/17 21:08 Preenaion for e ih he exbook, Algorihm Deign and Applicaion, by M. T. Goodrich and R. Tamaia, Wiley, 2015 Maximm Flo χ 4/6 4/7 1/9 2015 Goodrich and Tamaia Maximm Flo 1 Flo Neork
More information