PGAL PGAL. College Station Police Headquarters - Main Building 800 Krenek Tap Rd College Station, TX PACKAGE 1 FOR BID ARCHITECT PGAL

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1 PGL College Station Police eadquarters - Main Building 800 Krenek Tap d College Station, TX CITECTUE ENGINEEING INTEIOS PLNNING CITECT LEXNDI TLNT USTIN U BOC TON CICGO S ST T OP CT ITE C I ST ED C TE E US EB PGL ustin, TX Suite Western Trails Blvd T (512) EG IS PGL DLLS E OF T EX OBOKEN OUSTON LS VEGS LOS NGELES STUCTUL ENGINEE ENDESON OGES DB INC KIMLEY ON 2603 UGUST D #800 OUSTON, TX T (713) ICMOND VE SO. BUILDING, SUITE 300 OUSTON, TX T (713) S TEXS VE #201 BYN, TX [T] (979) C:\@evitLocals\-CSPD _18_Central Model_WBurger.rvt 10/17/2018 2:06:29 PM CIVIL ENGINEE FILE NME: DTE STMP: LNDSCPE MEP ENGINEE IT/V/SECUITY KIMLEY ON SEN MILSOM & WILKE 2800 S TEXS VE #201 BYN, TX T (979) MIN SUITE 730 OUSTON, TX T (713) POJECT NUMBE SEET TITLE COVE SEET MIN BUILDING PCKGE 1 FO BID POJECT No /17/2018 SEET NUMBE 1G0.00

2 SEET LIST - MIN BUILDING Sheet Number LC 1.00 LC 1.01 TP 1.01 L 1.01 L 1.02 LG 1.03 L 3.01 LS 1.01 LP 1.01 LP 1.02 LP 1.03 LP 3.01 LI 1.01 LI 1.02 LI 3.01 CITECTUL SITE PLN ENLGED SITE PLN STUCTUL ISOMETIC VIEW GENEL NOTES GENEL NOTES SYMBOLS ND NOTTIONS WIND PESSUE DIGM ND DESIGN LOD PLNS WIND PESSUE DIGM ND DESIGN LOD PLNS FOUNDTION PLN - PD SECOND FLOO FMING PLN - PD OOF FMING PLN - PD IG OOF FMING PLN - PD PTIL FOUNDTION PLN ND DETILS TYPICL FOUNDTION DETILS TYPICL FOUNDTION DETILS TYPICL FOUNDTION DETILS TYPICL FOUNDTION DETILS TYPICL FOUNDTION DETILS TYPICL FOUNDTION DETILS FOUNDTION DETILS FOUNDTION DETILS TYPICL STEEL FMING DETILS TYPICL STEEL FMING DETILS TYPICL STEEL FMING DETILS TYPICL STEEL FMING DETILS TYPICL STEEL FMING DETILS FLOO FMING DETILS FLOO FMING DETILS OOF FMING DETILS BCED FME SECTIONS ND DETILS BCE ELEVTIONS BCE ELEVTIONS 1S0.00 1S1.00 1S1.02 1S1.03 1S1.04 1S1.05 1S2.01 1S2.02 1S2.03 1S2.04 1S2.05 1S3.00 1S3.01 1S3.02 1S3.03 1S3.04 1S3.05 1S3.10 1S3.11 1S4.00 1S4.01 1S4.02 1S4.03 1S4.04 1S4.10 1S4.11 1S4.20 1S6.00 1S6.10 1S6.11 MEP MEP UNDEGOUND SITE PLN - MIN BUILDING 1MEP1.01 ELECTICL ELECTICL SYMBOL LEGEND ELECTICL DETILS UNDEGOUND POWE PLN 1E0.01 1E6.01 1EP1.01 PLUMBING UNDEGOUND PLUMBING PLN PLUMBING SYMBOLS ND BBEVITIONS PLUMBING DETILS ND SCEDULES 1P1.01 1P4.00 1P Texas venue South, College Station, TX T (979) CITECT PGL 2222 Western Trails Blvd Suite #300 ustin, TX (512) TBPE EG. No. F CONSULTNT EGISTTION Copyright 2018 ED C E T E T OP U S LNDSCPE SEET INDEX KEY MP TEE EMOVL PLN DSCPE PLN DSCPE LYOUT PLN LNDSCPE GDING ND DINGE PLN DSCPE DETILS PLNTING SOILS PLN PLNTING PLN PLNTING PLN PLNTING SCEDULE PLNTING DETILS IIGTION PLN IIGTION PLN IIGTION DETILS College Station PD C I ST TCP (1-2) - 18 TCP (1-4) CT ITE CIVIL COVE SEET GENEL NOTES EOSION CONTOL PLN EOSION CONTOL DETILS PVING ND STIPING PLN JOINTING PLN PVING DETILS PVING DETILS 2 PVING DETILS 3 LNDCPE E TBULTIONS GDING PLN OVELL GDING PLN GDING PLN DINGE E MP DINGE CLCULTIONS STOM PLN STOM DETILS - DINGE UTILITY PLN UTILITY DETILS - SEWE 1 UTILITY DETILS - SEWE 2 UTILITY DETILS - WTE SEWE PLN ND POFILES WTE PLN ND POFILES TFFIC CONTOL PLN TFFIC CONTOL PLN LTENTE 2 - DTMOUT MEDIN OPENING US EB 1G0.00 1G0.01 ST GENEL COVE SEET - MIN BUILDING SEET INDEX - MIN BUILDING EG IS Sheet Name CLIENT E OF T EX DWING ISTOY. DTE DESCIPTION 1 09/28/ % SLB ONLY PEMIT PCKGE 2 10/17/2018 EVISION /17/2018 PCKGE 1 FO BID KEY PLN FILE NME: C:\@evitLocals\-CSPD _18_Central Model_WBurger.rvt DTE STMP: 10/19/2018 1:03:24 PM POJECT NME College Station Police eadquarters Main Building POJECT LOCTION 800 Krenek Tap d College Station, TX POJECT NUMBE SEET TITLE SEET INDEX MIN BUILDING SEET NUMBE 1G0.01

3 CIVIL CONSTUCTION PLNS FO COLLEGE STTION POLICE EDQUTES 800 KENEK TP D COLLEGE STTION, BZOS COUNTY, TEXS SEET INDEX SEET NUMBE SEET TITLE 0.0 COVE SEET 1.0 GENEL NOTES 2.0 CITY SITE PLN 2.1 DIMENSION CONTOL 3.0 EOSION CONTOL PLN COLLEGE STTION POLICE DEPTMENT - K POJECT NO EOSION CONTOL DETILS 4.0 PVING ND STIPING PLN 4.1 JOINTING PLN KENEK TP D 4.2 PVING DETILS 4.3 PVING DETILS PVING DETILS LNDSCPE E TBULTIONS 5.0 GDING PLN OVELL DTMOUT ST 5.1 GDING PLN 5.2 GDING PLN POJECT LOCTION 6.0 DINGE E MP 6.1 DINGE CLCULTIONS 6.2 STOM PLN 6.3 STOM DETILS - DINGE 7.0 UTILITY PLN ENGINEE VICINITY MP SCLE: 1" = 400' CITY OF COLLEGE STTION ome of Texas &M University 7.1 UTILITY DETILS - SEWE UTILITY DETILS - SEWE UTILITY DETILS - WTE 7.4 SEWE PLN ND POFILES 7.5 WTE PLN ND POFILES 8.0 LTENTE 2- DTMOUT MEDIN OPENING TCP (1-2) - 18 TFFIC CONTOL PLN ONE LNE TWO WY TFFIC CONTOL 2800 TEXS VENUE STTE OF TEXS SUITE 201 EGISTTION NO. F-928 BYN, TEXS TEL: (979) CONTCT: CIS IS, P.E. SUVEYO STONG SUVEYING, LLC 1722 BODMOO, SUITE 105 FIM BYN, TX EGISTTION NO TEL: (979) CONTCT:. CUTIS STONG, PLS PEPED FO: CITY OF COLLEGE STTION 1101 SOUT TEXS VENUE COLLEGE STTION, TEXS PONE (979) OCTOBE 2018 TCP(1-4) - 18 TP 1.01 LP 1.01 LP 1.02 LP 1.03 LP 2.01 ISSUE LOG DTE Know what'sbelow. Callbefore you dig. ISSUE 10/17/2018 PCKGE 1 ISSUE FO BID TFFIC CONTOL PLN LNE CLOSUES ON MULTI LNE CONVENTIONL ODWYS TEE PESEVTION PLN LNDSCPE PLN LNDSCPE PLN CODE TBLE & PLNT SCEDULE LNDSCPE DETILS

4 1. MINIMUM CLENCE IS 2 FEET FO NON-PESSUE TED SNITY SEWE ND 1 FOOT FO PESSUE TED SNITY SEWE. 2. EQUIED IF EXISTING SNITY SEWE IS DISTUBED ND/O TEE IS EVIDENCE OF LEKGE. 3. NOT EQUIED FO UGEED WTE LINE UNLESS TEE IS EVIDENCE OF LEKGE; COMPLETELY FILL UGEED OLE WIT BENTONITE/CLY MIXTUE. 4. NOT EQUIED FO UGEED SNITY SEWE; COMPLETELY FILL UGEED OLE WIT BENTONITE/CLY MIXTUE.. BOT WTE LINES ND WSTEWTE MIN O LTEL MUST PSS PESSUE ND LEKGE TEST S SPECIFIED IN WW C600 STNDDS. B. SNITY SEWES IS PPLICBLE TO BOT GVITY SNITY SEWES ND FOCE MINS. *POTECTION EQUIEMENTS FO SNITY SEWE COSSINGS (UNLESS VINCE IS GNTED BY TE TCEQ) (LL CLENCES SLL BE MESUED FOM OUTSIDE WLL TO OUTSIDE WLL) POTECTION EQUIEMENTS T WTE LINE (WL) - SNITY SEWE (SS) COSSINGS UNDE MINIMUM 2 FEET VETICL CLENCE PLCE 1 FULL SECTION (MIN 18 FT) OF WTE LINE CENTEED T SNITY SEWE COSSING. POVIDE ESTINED JOINTS ON WTE LINE, SPCED T LEST 10 FT OIZONTLLY FOM CENTELINE OF SNITY SEWE POPOSED SNITY SEWE EXISTING WL POP WL PLCE 1 FULL SECTION (MIN 18 FT) OF SNITY SEWE CENTEED T WTE LINE COSSING. POVIDE ESTINED JOINTS ON SNITY SEWE, SPCED T LEST 10 FT OIZONTLLY FOM CENTELINE OF WTE LINE EPLCE 1 FULL SECTION OF EXISTING SNITY SEWE WIT PESSUE-TED DIP O PESSUE-TED PVC PIPE WIT DPTES ND ESTINED JOINTS CENTEED T WTE LINE COSSING POVIDE DIP FO SMLL DIMETE WTE LINE (LESS TN 24 INCES), PVC PIPE IS ONLY LLOWED IF ENCSED S PE TC EMBED SNITY SEWE WIT CSS FO TE TOTL LENGT OF 1 PIPE SEGMENT PLUS 1 FOOT BEYOND TE JOINTS ON EC END. PLCE 1 FULL SECTION (MIN 18 FT) OF MIN 150 PSI SNITY SEWE CENTEED T WTE LINE COSSING. POVIDE ESTINED JOINTS ON SNITY SEWE, SPCED T LEST 9 FT OIZONTLLY FOM CENTELINE OF WTE LINE O ENCSED IN JOINT OF 150 PSI PESSUE PIPE (MIN 18 FT) TWO NOMINL SIZES LGE WIT SPCES T 5 FT INTEVL. OVE EXISTING WL POP WL UNDE POPOSED WTE LINE EXISTING SS POP SS OVE EXISTING SS POP SS ,3 3 2, NOT LLOWED OVELL: 1. LL CONSTUCTION ND MTEILS SLL BE IN CCODNCE WIT TESE PLNS, CITY (O TOWN) STNDD DETILS ND SPECIFICTIONS, TE FINL GEOTECNICL EPOT ND LL ISSUED DDEND, ND COMMONLY CCEPTED CONSTUCTION STNDDS. TE CITY SPECIFICTIONS SLL GOVEN WEE OTE SPECIFICTIONS DO NOT EXIST. IN CSE OF CONFLICTING SPECIFICTIONS O DETILS, TE MOE ESTICTIVE SPECIFICTION ND DETIL SLL BE FOLLOWED. 2. TE CONTCTO SLL COMPLY WIT CITY (O TOWN) GENEL NOTES FO CONSTUCTION, IF EXISTING ND EQUIED BY TE CITY. FO INSTNCES WEE TEY CONFLICT WIT TESE K GENEL NOTES, TEN TE MOE ESTICTIVE SLL PPLY. 3. TE CONTCTO SLL FUNIS LL MTEIL ND LBO TO CONSTUCT TE FCILITY S SOWN ND DESCIBED IN TE CONSTUCTION DOCUMENTS IN CCODNCE WIT TE PPOPITE UTOITIES' SPECIFICTIONS ND EQUIEMENTS. 4. TE CONTCTO SLL VISIT TE SITE PIO TO BIDDING TO DETEMINE EXISTING CONDITIONS. 5. TE EXISTING CONDITIONS SOWN ON TESE PLNS WEE POVIDED BY TE TOPOGPIC SUVEY PEPED BY TE POJECT SUVEYO, ND E BSED ON TE BENCMKS SOWN. TE CONTCTO SLL EFEENCE TE SME BENCMKS. 6. TE CONTCTO SLL EVIEW ND VEIFY TE EXISTING TOPOGPIC SUVEY SOWN ON TE PLNS EPESENTS EXISTING FIELD CONDITIONS PIO TO CONSTUCTION, ND SLL EPOT NY DISCEPNCIES FOUND TO TE OWNE ND ENGINEE IMMEDITELY. 7. IF TE CONTCTO DOES NOT CCEPT TE EXISTING TOPOGPIC SUVEY S SOWN ON TE PLNS, WITOUT EXCEPTION, TEN TE CONTCTO SLL SUPPLY T TEI OWN EXPENSE, TOPOGPIC SUVEY BY EGISTEED POFESSIONL LND SUVEYO TO TE OWNE ND ENGINEE FO EVIEW. 8. CONTCTO SLL POVIDE LL CONSTUCTION SUVEYING ND STKING. 9. CONTCTO SLL VEIFY OIZONTL ND VETICL CONTOL, INCLUDING BENCMKS PIO TO COMMENCING CONSTUCTION O STKING OF IMPOVEMENTS. POPETY LINES ND CONES SLL BE ELD S TE OIZONTL CONTOL. 10. TE CONTCTO SLL EVIEW ND VEIFY LL DIMENSIONS, ELEVTIONS, ND FIELD CONDITIONS TT MY FFECT CONSTUCTION. NY DISCEPNCIES ON TE DWINGS SLL BE IMMEDITELY BOUGT TO TE TTENTION OF TE CITECT ND ENGINEE BEFOE COMMENCING WOK. NO FIELD CNGES O DEVITIONS FOM DESIGN E TO BE MDE WITOUT PIO PPOVL OF TE CITECT, ENGINEE, ND IF PPLICBLE TE CITY ND OWNE. NO CONSIDETION WILL BE GIVEN TO CNGE ODES FO WIC TE CITY, ENGINEE, ND OWNE WEE NOT CONTCTED PIO TO CONSTUCTION OF TE FFECTED ITEM. 11.CONTCTO SLL TOOUGLY CECK COODINTION OF CIVIL, LNDSCPE, MEP, CITECTUL, ND OTE PLNS PIO TO COMMENCING CONSTUCTION. OWNE/ENGINEE SLL BE NOTIFIED OF NY DISCEPNCY PIO TO COMMENCING WIT CONSTUCTION. 12.IT IS TE CONTCTO'S ESPONSIBILITY TO CONTCT TE VIOUS UTILITY COMPNIES WIC MY VE BUIED O EIL UTILITIES WITIN O NE TE CONSTUCTION E BEFOE COMMENCING WOK TO VE TEM LOCTE TEI EXISTING UTILITIES PIO TO CONSTUCTION. TE CONTCTO SLL POVIDE N DEQUTE MINIMUM NOTICE TO LL UTILITY COMPNIES PIO TO BEGINNING CONSTUCTION. 13.CONTCTO SLL CLL TEXS 811 N DEQUTE MOUNT OF TIME PIO TO COMMENCING CONSTUCTION O NY EXCVTION. 14.CONTCTO SLL USE EXTEME CUTION S TE SITE CONTINS VIOUS KNOWN ND UNKNOWN PUBLIC ND PIVTE UTILITIES. 15. TE LOCTIONS, ELEVTIONS, DEPT, ND DIMENSIONS OF EXISTING UTILITIES SOWN ON TE PLNS WEE OBTINED FOM VILBLE UTILITY COMPNY MPS ND PLNS, ND E CONSIDEED PPOXIMTE ND INCOMPLETE. IT SLL BE TE CONTCTOS' ESPONSIBILITY TO VEIFY TE PESENCE, LOCTION, ELEVTION, DEPT, ND DIMENSION OF EXISTING UTILITIES SUFFICIENTLY IN DVNCE OF CONSTUCTION SO TT DJUSTMENTS CN BE MDE TO POVIDE DEQUTE CLENCES. TE ENGINEE SLL BE NOTIFIED WEN POPOSED IMPOVEMENT CONFLICTS WIT N EXISTING UTILITY. 16. TE CONTCTO IS ESPONSIBLE FO COODINTING NY DJUSTMENTS ND ELOCTIONS OF EXISTING UTILITIES TT CONFLICT WIT TE POPOSED IMPOVEMENTS, INCLUDING BUT NOT LIMITED TO, DJUSTING EXISTING MNOLES TO MTC POPOSED GDE, ELOCTING EXISTING POLES ND GUY WIES TT E LOCTED IN POPOSED DIVEWYS, DJUSTING TE OIZONTL O VETICL LIGNMENT OF EXISTING UNDEGOUND UTILITIES TO CCOMMODTE POPOSED GDE O COSSING WIT POPOSED UTILITY, ND NY OTES TT MY BE ENCOUNTEED TT E UNKNOWN T TIS TIME ND NOT SOWN ON TESE PLNS. 17.CONTCTO SLL NGE FO O POVIDE, T ITS EXPENSE, LL GS, TELECOMMUNICTIONS, CBLE, OVEED ND UNDEGOUND POWE LINE, ND UTILITY POLE DJUSTMENTS NEEDED. 18.CONTCTO IS ESPONSIBLE FO COODINTING INSTLLTION OF FNCISE UTILITIES TT E NECESSY FO ON-SITE ND OFF-SITE CONSTUCTION, ND SEVICE TO TE POPOSED DEVELOPMENT. 19. TE CONTCTO SLL BE FULLY ESPONSIBLE FO LL DMGES DUE TO TE CONTCTOS' FILUE TO EXCTLY LOCTE ND PESEVE LL UTILITIES. TE OWNE O ENGINEE WILL SSUME NO LIBILITY FO NY DMGES SUSTINED O COST INCUED BECUSE OF TE OPETIONS IN TE VICINITY OF EXISTING UTILITIES O STUCTUES. IF IT IS NECESSY TO SOE, BCE, SWING O ELOCTE UTILITY, TE UTILITY COMPNY O DEPTMENT FFECTED SLL BE CONTCTED BY TE CONTCTO ND TEI PEMISSION OBTINED EGDING TE METOD TO USE FO SUC WOK. 20.BCING OF UTILITY POLES MY BE EQUIED BY TE UTILITY COMPNIES WEN TENCING O EXCVTING IN CLOSE POXIMITY TO TE POLES. TE COST OF BCING POLES WILL BE BONE BY TE CONTCTO, WIT NO SEPTE PY ITEM FO TIS WOK. TE COST IS INCIDENTL TO TE PY ITEM. 21.CONTCTO SLL USE LL NECESSY SFETY PECUTIONS TO VOID CONTCT WIT OVEED ND UNDEGOUND POWE LINES. CONTCTO SLL COMPLY WIT LL PPLICBLE LOCL, STTE, FEDEL ND UTILITY OWNE EGULTIONS PETINING TO WOK SETBCKS FOM POWE LINES. 22.TE CONTCTO SLL BE ESPONSIBLE TO OBTIN LL EQUIED CONSTUCTION PEMITS, PPOVLS, ND BONDS PIO TO CONSTUCTION. 23.TE CONTCTO SLL VE VILBLE T TE JOB SITE T LL TIMES COPY OF TE CONTCT DOCUMENTS INCLUDING PLNS, GEOTECNICL EPOT ND DDEND, POJECT ND CITY SPECIFICTIONS, ND SPECIL CONDITIONS, COPIES OF NY EQUIED CONSTUCTION PEMITS, EOSION CONTOL PLNS, SWPPP ND INSPECTION EPOTS. 24.LL SOP DWINGS ND OTE DOCUMENTS TT EQUIE ENGINEE EVIEW SLL BE SUBMITTED BY TE CONTCTO SUFFICIENTLY IN DVNCE OF CONSTUCTION OF TT ITEM, SO TT NO LESS TN 10 BUSINESS DYS FO EVIEW ND ESPONSE IS VILBLE. 25.LL NECESSY INSPECTIONS ND/O CETIFICTIONS EQUIED BY CODES, JUISDICTIONL GENCIES, ND/O UTILITY SEVICE COMPNIES SLL BE PEFOMED PIO TO USE OF TE FCILITY ND TE FINL CONNECTION OF SEVICES. 26.CONTCTO SLL NGE FO EQUIED CITY INSPECTIONS. 27.CONTCTO'S BID PICE SLL INCLUDE LL INSPECTION FEES. 28.LL SYMBOLS SOWN ON TESE PLNS (E.G. FIE YDNT, METES, VLVES, INLETS, ETC. ) E FO PESENTTION PUPOSES ONLY ND E NOT TO SCLE. CONTCTO SLL COODINTE FINL SIZES ND LOCTIONS WIT PPOPITE CITY INSPECTO. 29.TE SCOPE OF WOK FO TE CIVIL IMPOVEMENTS SOWN ON TESE PLNS TEMINTES 5-FEET FOM TE BUILDING. EFEENCE TE BUILDING PLNS (E.G. CITECTUL, STUCTUL, MEP) FO ES WITIN 5-FEET OF TE BUILDING ND WITIN TE BUILDING FOOTPINT. 30.EFE TO CITECTUL ND STUCTUL PLNS FO LL FINL BUILDING DIMENSIONS. 31.TE POPOSED BUILDING FOOTPINT(S) SOWN IN TESE PLNS WS POVIDED TO KIMLEY-ON ND SSOCITES, INC. (K) BY TE POJECT CITECT T TE TIME TESE PLNS WEE PEPED. IT MY NOT BE TE FINL COECT VESION BECUSE TE BUILDING DESIGN WS ONGOING. TE CONTCTO IS SOLELY ESPONSIBLE FO CONFIMING TE FINL COECT VESION OF TE BUILDING FOOTPINT WIT TE CITECT ND STUCTUL ENGINEE PIO TO LYOUT. DIMENSIONS ND/O COODINTES SOWN ON TESE PLNS WEE BSED ON TE BOVE STTED CITECTUL FOOTPINT, ND E TEEFOE PELIMINY LOCTION OF TE BUILDING. TE CONTCTO IS SOLELY ESPONSIBLE TO VEIFY WT PT OF TE BUILDING TE CITECT'S FOOTPINT EPESENTS (E.G. SLB, OUTSIDE WLL, MSONY LEDGE, ETC..) ND TO CONFIM ITS FINL POSITION ON TE SITE BSED ON TE FINL CITECTUL FOOTPINT, CIVIL DIMENSION CONTOL PLN, SUVEY BOUNDY ND/O PLT. NY DIFFEENCES FOUND SLL BE EPOTED TO K IMMEDITELY. 32.LL CONSTUCTION SLL COMPLY WIT TE POJECT'S FINL GEOTECNICL EPOT (O LTEST EDITION), INCLUDING SUBSEQUENT DDEND. 33.CONTCTO IS ESPONSIBLE FO LL MTEILS TESTING ND CETIFICTION, UNLESS SPECIFIED OTEWISE BY OWNE. LL MTEILS TESTING SLL BE COODINTED WIT TE PPOPITE CITY INSPECTO ND COMPLY WIT CITY STNDD SPECIFICTIONS ND GEOTECNICL EPOT. TESTING SLL BE PEFOMED BY N PPOVED INDEPENDENT GENCY FO TESTING MTEILS. OWNE SLL PPOVE TE GENCY NOMINTED BY TE CONTCTO FO MTEILS TESTING. 34.LL COPIES OF MTEILS TEST ESULTS SLL BE SENT TO TE OWNE, ENGINEE ND CITECT DIECTLY FOM TE TESTING GENCY. 35.IT SLL BE TE CONTCTOS ESPONSIBILITY TO SOW, BY TE STNDD TESTING POCEDUES OF TE MTEILS, TT TE WOK CONSTUCTED MEETS TE POJECT EQUIEMENTS ND CITY SPECIFICTIONS. 36.DUE TO TE POTENTIL FO DIFFEENTIL SOIL MOVEMENT DJCENT TO TE BUILDING, TE CONTCTO SLL DEE TO GEOTECNICL EPOT'S ECOMMENDTION FO SUBGDE PEPTION SPECIFIC TO FLTWOK DJCENT TO TE POPOSED BUILDING. TE OWNE ND CONTCTO E DVISED TO OBTIN GEOTECNICL ENGINEE ECOMMENDTION SPECIFIC TO FLTWOK DJCENT TO TE BUILDING, IF NONE IS CUENTLY EXISTING. 37.LL CONTCTOS MUST CONFINE TEI CTIVITIES TO TE WOK E. NO ENCOCMENTS OUTSIDE OF TE WOK E WILL BE LLOWED. NY DMGE ESULTING TEEFOM SLL BE CONTCTO'S SOLE ESPONSIBILITY TO EPI. 38.TE CONTCTO SLL POTECT LL EXISTING STUCTUES, UTILITIES, MNOLES, POLES, GUY WIES, VLVE COVES, VULT LIDS, FIE YDNTS, COMMUNICTION BOXES/PEDESTLS, ND OTE FCILITIES TO EMIN ND SLL EPI NY DMGES T NO COST TO TE OWNE. 39.TE CONTCTO SLL IMMEDITELY EPI O EPLCE NY PYSICL DMGE TO PIVTE POPETY O PUBLIC IMPOVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES, WLLS, SIGNS, PVEMENT, CUBS, UTILITIES, SIDEWLKS, GSS, TEES, LNDSCPING, ND IIGTION SYSTEMS, ETC. TO OIGINL CONDITION O BETTE T NO COST TO TE OWNE. 40.LL ES IN EXISTING IGT-OF-WY DISTUBED BY SITE CONSTUCTION SLL BE EPIED TO OIGINL CONDITION O BETTE, INCLUDING S NECESSY GDING, LNDSCPING, CULVETS, ND PVEMENT. 41.TE CONTCTO SLL SLVGE LL EXISTING POWE POLES, SIGNS, WTE VLVES, FIE YDNTS, METES, ETC... TT E TO BE ELOCTED DUING CONSTUCTION. 42.CONTCTO SLL MINTIN DEQUTE SITE DINGE DUING LL PSES OF CONSTUCTION, INCLUDING MINTINING EXISTING DITCES O CULVETS FEE OF OBSTUCTIONS T LL TIMES. 43.TE CONTCTO IS ESPONSIBLE FO OBTINING ND SUBMITTING TENC SFETY PLN, PEPED BY POFESSIONL ENGINEE IN TE STTE OF TEXS, TO TE CITY PIO TO CONSTUCTION. CONTCTO IS ESPONSIBLE FO MINTINING TENC SFETY EQUIEMENTS IN CCODNCE WIT CITY, STTE, ND FEDEL EQUIEMENTS, INCLUDING OS FO LL TENCES. NO OPEN TENCES SLL BE LLOWED OVENIGT WITOUT PIO WITTEN PPOVL OF TE CITY. 44.TE CONTCTO SLL KEEP TENCES FEE FOM WTE. 45.SITE SFETY IS SOLELY TE ESPONSIBILITY OF TE CONTCTO. 46.TESE PLNS DO NOT EXTEND TO O INCLUDE DESIGNS O SYSTEMS PETINING TO TE SFETY OF TE CONTCTO O ITS EMPLOYEES, GENTS O EPESENTTIVES IN TE PEFOMNCE OF TE WOK. TE ENGINEE'S SEL EEON DOES NOT EXTEND TO NY SUC SFETY SYSTEM. TE CONTCTO SLL BE ESPONSIBLE FO IMPLEMENTTION OF LL EQUIED SFETY POCEDUES ND POGMS. 47.SIGNS ELTED TO SITE OPETION O SFETY E NOT INCLUDED IN TESE PLNS. 48.CONTCTO OFFICE ND STGING E SLL BE GEED ON BY TE OWNE ND CONTCTO PIO TO BEGINNING OF CONSTUCTION. CONTCTO IS ESPONSIBLE FO LL PEMITTING EQUIEMENTS FO TE CONSTUCTION OFFICE, TILE, STOGE, ND STGING OPETIONS ND LOCTIONS. 49.LIGT POLES, SIGNS, ND OTE OBSTUCTIONS SLL NOT BE PLCED IN CCESSIBLE OUTES. 50.LL SIGNS, PVEMENT MKINGS, ND OTE TFFIC CONTOL DEVICES SLL CONFOM TO TE "TEXS MNUL ON UNIFOM TFFIC CONTOL DEVICES". 51.TOP IM ELEVTIONS OF LL EXISTING ND POPOSED MNOLES SLL BE COODINTED WIT TOP OF PVEMENT O FINISED GDE ND SLL BE DJUSTED TO BE FLUS WIT TE CTUL FINISED GDE T TE TIME OF PVING. 52.CONTCTO SLL DJUST LL EXISTING ND POPOSED VLVES, FIE YDNTS, ND OTE UTILITY PPUTENNCES TO MTC CTUL FINISED GDES T TE TIME OF PVING. 53.TE CONTCTO IS ESPONSIBLE FO CONSTUCTION SEQUENCING ND PSING, ND SLL CONTCT TE PPOPITE CITY OFFICILS, INCLUDING BUILDING OFFICIL, ENGINEEING INSPECTO, ND FIE MSLL TO LEN OF NY EQUIEMENTS. 54.CONTCTO IS ESPONSIBLE FO PEPTION, SUBMITTL, ND PPOVL BY TE CITY OF TFFIC CONTOL PLN PIO TO TE STT OF CONSTUCTION, ND TEN TE IMPLEMENTTION OF TE PLN. 55.CONTCTO SLL KEEP NET ND CCUTE ECOD OF CONSTUCTION, INCLUDING NY DEVITIONS O VINCES FOM TE PLNS. 56.TE CONTCTO SLL BE ESPONSIBLE FO POVIDING S-BUILT PLNS TO TE ENGINEE ND CITY IDENTIFYING LL DEVITIONS ND VITIONS FOM TESE PLNS MDE DUING CONSTUCTION. EOSION CONTOL: 1. TE CONTCTO SLL COMPLY WIT LL LOCL, STTE, ND FEDEL EOSION CONTOL ND WTE QULITY EQUIEMENTS, LWS, ND ODINNCES TT PPLY TO TE CONSTUCTION SITE LND DISTUBNCE. 2. CONTCTO SLL COMPLY WIT TE EQUIEMENTS OF TE TCEQ GENEL PEMIT TO DISCGE UNDE TE TEXS POLLUTNT DISCGE ELIMINTION SYSTEM TX EOSION CONTOL DEVICES SOWN ON TE EOSION CONTOL PLN FO TE POJECT SLL BE INSTLLED PIO TO TE STT OF LND DISTUBNCE. 4. LL EOSION CONTOL DEVICES E TO BE INSTLLED IN CCODNCE WIT TE PPOVED PLNS ND SPECIFICTIONS FO TE POJECT. 5. CONTCTO IS SOLELY ESPONSIBLE FO INSTLLTION, IMPLEMENTTION, MINTENNCE, ND EFFECTIVENESS OF LL EOSION CONTOL DEVICES, BEST MNGEMENT PCTICES (BMPS), ND FO UPDTING TE EOSION CONTOL PLN DUING CONSTUCTION S FIELD CONDITIONS CNGE. 6. CONTCTO SLL DOCUMENT TE DTES OF INSTLLTION, MINTENNCE O MODIFICTION, ND EMOVL FO EC BMP EMPLOYED IN TE STOM WTE POLLUTION PEVENTION PLN (SWPPP) IF PPLICBLE. 7. S STOM SEWE INLETS E INSTLLED ON-SITE, TEMPOY EOSION CONTOL DEVICES SLL BE INSTLLED T EC INLET PE PPOVED DETILS. 8. TE EOSION CONTOL DEVICES SLL EMIN IN PLCE UNTIL TE E IT POTECTS S BEEN PEMNENTLY STBILIZED. 9. CONTCTO SLL POVIDE DEQUTE EOSION CONTOL DEVICES NEEDED DUE TO POJECT PSING. 10.CONTCTO SLL OBSEVE TE EFFECTIVENESS OF TE EOSION CONTOL DEVICES ND MKE FIELD DJUSTMENTS ND MODIFICTIONS S NEEDED TO PEVENT SEDIMENT FOM LEVING TE SITE. IF TE EOSION CONTOL DEVICES DO NOT EFFECTIVELY CONTOL EOSION ND PEVENT SEDIMENTTION FOM WSING OFF TE SITE, TEN TE CONTCTO SLL NOTIFY TE ENGINEE. 11.OFF-SITE SOIL BOOW, SPOIL, ND STOGE ES (IF PPLICBLE) E CONSIDEED S PT OF TE POJECT SITE ND MUST LSO COMPLY WIT TE EOSION CONTOL EQUIEMENTS FO TIS POJECT. TIS INCLUDES TE INSTLLTION OF BMP'S TO CONTOL EOSION ND SEDIMENTTION ND TE ESTBLISMENT OF PEMNENT GOUND COVE ON DISTUBED ES PIO TO FINL PPOVL OF TE POJECT. CONTCTO IS ESPONSIBLE FO MODIFYING TE SWPPP ND EOSION CONTOL PLN TO INCLUDE BMPS FO NY OFF-SITE TT E NOT NTICIPTED O SOWN ON TE EOSION CONTOL PLN. 12. LL STGING, STOCKPILES, SPOIL, ND STOGE SLL BE LOCTED SUC TT TEY WILL NOT DVESELY FFECT STOM WTE QULITY. POTECTIVE MESUES SLL BE POVIDED IF NEEDED TO CCOMPLIS TIS EQUIEMENT, SUC S COVEING O ENCICLING TE E WIT N PPOPITE BIE. 13.CONTCTOS SLL INSPECT LL EOSION CONTOL DEVICES, BMPS, DISTUBED ES, ND VEICLE ENTY ND EXIT ES WEEKLY ND WITIN 24 OUS OF LL INFLL EVENTS OF 0.5 INCES O GETE, ND KEEP ECOD OF TIS INSPECTION IN TE SWPPP BOOKLET IF PPLICBLE, TO VEIFY TT TE DEVICES ND EOSION CONTOL PLN E FUNCTIONING POPELY. 14.CONTCTO SLL CONSTUCT STBILIZED CONSTUCTION ENTNCE T LL PIMY POINTS OF CCESS IN CCODNCE WIT CITY SPECIFICTIONS. CONTCTO SLL ENSUE TT LL CONSTUCTION TFFIC USES TE STBILIZED ENTNCE T LL TIMES FO LL INGESS/EGESS. 15.SITE ENTY ND EXITS SLL BE MINTINED IN CONDITION TT WILL PEVENT TE TCKING ND FLOWING OF SEDIMENT ND DIT ONTO OFF-SITE ODWYS. LL SEDIMENT ND DIT FOM TE SITE TT IS DEPOSITED ONTO N OFF-SITE ODWY SLL BE EMOVED IMMEDITELY. 16. TE CONTCTO IS ESPONSIBLE FO EMOVING LL SILT ND DEBIS FOM TE FFECTED OFF-SITE ODWYS TT E ESULT OF TE CONSTUCTION, S EQUESTED BY OWNE ND CITY. T MINIMUM, TIS SOULD OCCU ONCE PE DY FO TE OFF-SITE ODWYS. 17. WEN WSING OF VEICLES IS EQUIED TO EMOVE SEDIMENT PIO TO EXITING TE SITE, IT SLL BE DONE IN N E STBILIZED WIT CUSED STONE TT DINS INTO N PPOVED SEDIMENT TP BMP. 18.CONTCTO SLL INSTLL TEMPOY SEDIMENT BSIN FO NY ON-SITE DINGE ES TT E GETE TN 10 CES, PE TCEQ ND CITY STNDDS. IF NO ENGINEEING DESIGN S BEEN POVIDED FO SEDIMENTTION BSIN ON TESE PLNS, TEN TE CONTCTO SLL NGE FO N PPOPITE DESIGN TO BE POVIDED. 19. LL FINES IMPOSED FO SEDIMENT O DIT DISCGED FOM TE SITE SLL BE PID BY TE ESPONSIBLE CONTCTO. 20.WEN SEDIMENT O DIT S CLOGGED TE CONSTUCTION ENTNCE VOID SPCES BETWEEN STONES O DIT IS BEING TCKED ONTO ODWY, TE GGEGTE PD MUST BE WSED DOWN O EPLCED. UNOFF FOM TE WS-DOWN OPETION SLL NOT BE LLOWED TO DIN DIECTLY OFF SITE WITOUT FIST FLOWING TOUG NOTE BMP TO CONTOL SEDIMENTTION. PEIODIC E-GDING O NEW STONE MY BE EQUIED TO MINTIN TE EFFECTIVENESS OF TE CONSTUCTION ENTNCE. 21.TEMPOY SEEDING O OTE PPOVED STBILIZTION SLL BE INITITED WITIN 14 DYS OF TE LST DISTUBNCE OF NY E, UNLESS DDITIONL CONSTUCTION IN TE E IS EXPECTED WITIN 21 DYS OF TE LST DISTUBNCE. 22.CONTCTO SLL FOLLOW GOOD OUSEKEEPING PCTICES DUING CONSTUCTION, LWYS CLENING UP DIT, LOOSE MTEIL, ND TS S CONSTUCTION POGESSES. 23.UPON COMPLETION OF FINE GDING, LL SUFCES OF DISTUBED ES SLL BE PEMNENTLY STBILIZED. STBILIZTION IS CIEVED WEN TE E IS EITE COVEED BY PEMNENT IMPEVIOUS STUCTUES, SUC S BUILDINGS, SIDEWLK, PVEMENT, O UNIFOM PEENNIL VEGETTIVE COVE. 24.T TE CONCLUSION OF TE POJECT, LL INLETS, DIN PIPE, CNNELS, DINGEWYS ND BOOW DITCES FFECTED BY TE CONSTUCTION SLL BE DEDGED, ND TE SEDIMENT GENETED BY TE POJECT SLL BE EMOVED ND DISPOSED IN CCODNCE WIT PPLICBLE EGULTIONS. STOM WTE DISCGE UTOIZTION: 1. CONTCTO SLL COMPLY WIT LL TCEQ ND EP STOM WTE POLLUTION PEVENTION EQUIEMENTS. 2. CONTCTO SLL COMPLY WIT TE EQUIEMENTS OF TE TCEQ GENEL PEMIT TO DISCGE UNDE TE TEXS POLLUTNT DISCGE ELIMINTION SYSTEM TX TE CONTCTO SLL ENSUE TT LL PIMY OPETOS SUBMIT NOI TO TCEQ T LEST SEVEN DYS PIO TO COMMENCING CONSTUCTION (IF PPLICBLE), O IF UTILIZING ELECTONIC SUBMITTL, PIO TO COMMENCING CONSTUCTION. LL PIMY OPETOS SLL POVIDE COPY OF TE SIGNED NOI TO TE OPETO OF NY MS4 (TYPICLLY TE CITY) ECEIVING DISCGE FOM TE SITE. 4. CONTCTO SLL BE ESPONSIBLE FO TE IMPLEMENTTION OF TE STOM WTE POLLUTION PEVENTION PLN (SWPPP) IF PPLICBLE, INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTTION, ND SUBMISSION OF NY INFOMTION EQUIED BY TE TCEQ ND EP (E.G. NOI). 5. LL CONTCTOS ND SUBCONTCTOS POVIDING SEVICES ELTED TO TE SWPPP SLL SIGN TE EQUIED CONTCTO CETIFICTION STTEMENT CKNOWLEDGING TEI ESPONSIBILITIES S SPECIFIED IN TE SWPPP. 6. COPY OF TE SWPPP, INCLUDING NOI, SITE NOTICE, CONTCTO CETIFICTIONS, ND NY EVISIONS, SLL BE SUBMITTED TO TE CITY BY TE CONTCTO ND SLL BE ETINED ON-SITE DUING CONSTUCTION. 7. NOTICE OF TEMINTION (NOT) SLL BE SUBMITTED TO TCEQ BY NY PIMY OPETO WITIN 30 DYS FTE LL SOIL DISTUBING CTIVITIES T TE SITE VE BEEN COMPLETED ND UNIFOM VEGETTIVE COVE S BEEN ESTBLISED ON LL UNPVED ES ND ES NOT COVEED BY STUCTUES, TNSFE OF OPETIONL CONTOL S OCCUED, O TE OPETO S OBTINED LTENTIVE UTOIZTION UNDE DIFFEENT PEMIT. COPY OF TE NOT SLL BE POVIDED TO TE OPETO OF NY MS4 ECEIVING DISCGE FOM TE SITE. DEMOLITION: 1. K IS NOT ESPONSIBLE FO TE MENS ND METODS EMPLOYED BY TE CONTCTO TO IMPLEMENT TIS DEMOLITION PLN. TIS PELIMINY DEMOLITION PLN SIMPLY INDICTES TE KNOWN OBJECTS ON TE SUBJECT TCT TT E TO BE DEMOLISED ND EMOVED FOM TE SITE. 2. K DOES NOT WNT O EPESENT TT TE PLN, WIC WS PEPED BSED ON SUVEY ND UTILITY INFOMTION POVIDED BY OTES, SOWS LL IMPOVEMENTS ND UTILITIES, TT TE IMPOVEMENTS ND UTILITIES E SOWN CCUTELY, O TT TE UTILITIES SOWN CN BE EMOVED. TE CONTCTO IS ESPONSIBLE FO PEFOMING ITS OWN SITE ECONNISSNCE TO SCOPE ITS WOK ND TO CONFIM WIT TE OWNES OF IMPOVEMENTS ND UTILITIES TE BILITY ND POCESS FO TE EMOVL OF TEI FCILITIES. 3. TIS PLN IS INTENDED TO GIVE GENEL GUIDE TO TE CONTCTO, NOTING MOE. TE GOL OF TE DEMOLITION IS TO LEVE TE SITE IN STTE SUITBLE FO TE CONSTUCTION OF TE POPOSED DEVELOPMENT. EMOVL O PESEVTION OF IMPOVEMENTS, UTILITIES, ETC. TO CCOMPLIS TIS GOL E TE ESPONSIBILITY OF TE CONTCTO. 4. CONTCTO IS STONGLY CUTIONED TO EVIEW TE FOLLOWING EPOTS DESCIBING SITE CONDITIONS PIO TO BIDDING ND IMPLEMENTING TE DEMOLITION PLN: a. ENVIONMENTL SITE SSESSMENT POVIDED BY TE OWNE, b. SBESTOS BUILDING INSPECTION EPOT(S) POVIDED BY TE OWNE, c. GEOTECNICL EPOT POVIDED BY TE OWNE. d. OTE EPOTS TT E PPLICBLE ND VILBLE. 5. CONTCTO SLL CONTCT TE OWNE TO VEIFY WETE DDITIONL EPOTS O MENDMENTS TO TE BOVE CITED EPOTS VE BEEN PEPED ND TO OBTIN/EVIEW/ND COMPLY WIT TE ECOMMENDTION OF SUC STUDIES PIO TO STTING NY WOK ON TE SITE. 6. CONTCTO SLL COMPLY WIT LL LOCL, STTE, ND FEDEL EGULTIONS EGDING TE DEMOLITION OF OBJECTS ON TE SITE ND TE DISPOSL OF TE DEMOLISED MTEILS OFF-SITE. IT IS TE CONTCTO'S SOLE ESPONSIBILITY TO EVIEW TE SITE, DETEMINE TE PPLICBLE EGULTIONS, ECEIVE TE EQUIED PEMITS ND UTOIZTIONS, ND COMPLY. 7. K DOES NOT EPESENT TT TE EPOTS ND SUVEYS EFEENCED BOVE E CCUTE, COMPLETE, O COMPEENSIVE SOWING LL ITEMS TT WILL NEED TO BE DEMOLISED ND EMOVED. 8. SUFCE PVEMENT INDICTED MY OVELY OTE IDDEN STUCTUES, SUC S DDITIONL LYES OF PVEMENT, FOUNDTIONS O WLLS, TT E LSO TO BE EMOVED. GDING: 1. TE CONTCTO ND GDING SUBCONTCTO SLL VEIFY TE SUITBILITY OF EXISTING ND POPOSED SITE CONDITIONS INCLUDING GDES ND DIMENSIONS BEFOE STT OF CONSTUCTION. TE CIVIL ENGINEE SLL BE NOTIFIED IMMEDITELY OF NY DISCEPNCIES. 2. CONTCTO SLL OBTIN NY EQUIED GDING PEMITS FOM TE CITY. 3. UNLESS OTEWISE NOTED, POPOSED CONTOUS ND SPOT ELEVTIONS SOWN IN PVED E EFLECT TOP OF PVEMENT SUFCE. IN LOCTIONS LONG CUB LINE, DD 6-INCES (O TE EIGT OF TE CUB) TO TE PVING GDE FO TOP OF CUB ELEVTION. 4. POPOSED SPOT ELEVTIONS ND CONTOUS OUTSIDE TE PVEMENT E TO TOP OF FINISED GDE. 5. POPOSED CONTOUS E PPOXIMTE. POPOSED SPOT ELEVTIONS ND DESIGNTED GDIENT E TO BE USED IN CSE OF DISCEPNCY. 6. LL FINISED GDES SLL TNSITION UNIFOMLY BETWEEN TE FINISED ELEVTIONS SOWN. 7. CONTOUS ND SPOT GDES SOWN E ELEVTIONS OF TOP OF TE FINISED SUFCE. WEN PEFOMING TE GDING OPETIONS, TE CONTCTO SLL POVIDE N PPOPITE ELEVTION OLD-DOWN LLOWNCE FO TE TICKNESS OF PVEMENT, SIDEWLK, TOPSOIL, MULC, STONE, LNDSCPING, IP-P ND LL OTE SUFCE MTEILS TT WILL CONTIBUTE TO TE TOP OF FINISED GDE. FO EXMPLE, TE LIMITS OF ETWOK IN PVED ES IS TE BOTTOM OF TE PVEMENT SECTION. 8. NO EPESENTTIONS OF ETWOK QUNTITIES O SITE BLNCE E MDE BY TESE PLNS. TE CONTCTO SLL POVIDE TEI OWN ETWOK CLCULTION TO DETEMINE TEI CONTCT QUNTITIES ND COST. NY SIGNIFICNT VINCE FOM BLNCED SITE SLL BE IMMEDITELY BOUGT TO TE TTENTION OF TE CIVIL ENGINEE. 9. LL GDING ND ETWOK SLL COMPLY WIT TE POJECT'S FINL GEOTECNICL EPOT (O LTEST EDITION), INCLUDING SUBSEQUENT DDEND. 10. LL EXCVTION IS UNCLSSIFIED ND SLL INCLUDE LL MTEILS ENCOUNTEED. UNUSBLE EXCVTED MTEIL ND LL WSTE ESULTING FOM SITE CLEING ND GUBBING SLL BE EMOVED FOM TE SITE ND PPOPITELY DISPOSED BY TE CONTCTO T NO DDITIONL EXPENSE. 11.EOSION CONTOL DEVICES SOWN ON TE EOSION CONTOL PLN FO TE POJECT SLL BE INSTLLED PIO TO TE STT OF GDING. EFEENCE EOSION CONTOL PLN, DETILS, GENEL NOTES, ND SWPPP FO DDITIONL INFOMTION ND EQUIEMENTS. 12.BEFOE NY ETWOK IS PEFOMED, TE CONTCTO SLL STKE OUT ND MK TE LIMITS OF TE POJECT'S POPETY LINE ND SITE IMPOVEMENTS. TE CONTCTO SLL POVIDE LL NECESSY ENGINEEING ND SUVEYING FO LINE ND GDE CONTOL POINTS ELTED TO ETWOK. 13.CONTCTO TO DISPOSE OF LL EXCESS EXCVTION MTEILS IN MNNE TT DEES TO LOCL, STTE ND FEDEL LWS ND EGULTIONS. TE CONTCTO SLL KEEP ECOD OF WEE EXCESS EXCVTION WS DISPOSED, LONG WIT TE ECEIVING LNDOWNE'S PPOVL TO DO SO. 14.CONTCTO IS ESPONSIBLE FO EMOVL ND EPLCEMENT OF TOPSOIL T TE COMPLETION OF FINE GDING. CONTCTO SLL EFE TO LNDSCPE CITECTUE PLNS FO SPECIFICTIONS ND EQUIEMENTS FO TOPSOIL. 15.CONTCTO SLL MINTIN DEQUTE SITE DINGE DUING LL PSES OF CONSTUCTION, INCLUDING MINTINING EXISTING DITCES O CULVETS FEE OF OBSTUCTIONS T LL TIMES. 16.NO ETWOK FILL SLL BE PLCED IN NY EXISTING DINGE WY, SWLE, CNNEL, DITC, CEEK, O FLOODPLIN FO NY ESON O NY LENGT OF TIME, UNLESS TESE PLNS SPECIFICLLY INDICTE TIS IS EQUIED. 17. TEMPOY CULVETS MY BE EQUIED IN SOME LOCTIONS TO CONVEY UN-OFF. 18.EFE TO DIMENSION CONTOL PLN, ND PLT FO OIZONTL DIMENSIONS. 19. TE CONTCTO SLL CLE ND GUB TE SITE ND PLCE, COMPCT, ND CONDITION FILL PE TE POJECT GEOTECNICL ENGINEE'S SPECIFICTIONS. TE FILL MTEIL TO BE USED SLL BE PPOVED BY TE GEOTECNICL ENGINEE PIO TO PLCEMENT. 20.CONTCTO IS ESPONSIBLE FO LL SOILS TESTING ND CETIFICTION, UNLESS SPECIFIED OTEWISE BY OWNE. LL SOILS TESTING SLL BE COODINTED WIT TE PPOPITE CITY INSPECTO ND SLL COMPLY WIT CITY STNDD SPECIFICTIONS ND TE GEOTECNICL EPOT. SOILS TESTING SLL BE PEFOMED BY N PPOVED INDEPENDENT GENCY FO TESTING SOILS. TE OWNE SLL PPOVE TE GENCY NOMINTED BY TE CONTCTO FO SOILS TESTING. 21.LL COPIES OF SOILS TEST ESULTS SLL BE SENT TO TE OWNE, ENGINEE ND CITECT DIECTLY FOM TE TESTING GENCY. 22.IT SLL BE TE CONTCTOS ESPONSIBILITY TO SOW, BY TE STNDD TESTING POCEDUES OF TE SOILS, TT TE WOK CONSTUCTED MEETS TE POJECT EQUIEMENTS ND CITY SPECIFICTIONS. 23.TE SCOPE OF WOK FO CIVIL IMPOVEMENT SOWN ON TESE PLNS TEMINTES 5-FEET FOM TE BUILDING. CONTCTO SLL EFE TO TE GEOTECNICL EPOT ND STUCTUL PLNS ND SPECIFICTIONS FILL, CONDITIONING, ND PEPTION IN TE BUILDING PD. 24.DUE TO TE POTENTIL FO DIFFEENTIL SOIL MOVEMENT DJCENT TO TE BUILDING, TE CONTCTO SLL DEE TO GEOTECNICL EPOT'S ECOMMENDTION FO SUBGDE PEPTION SPECIFIC TO FLTWOK DJCENT TO TE POPOSED BUILDING. TE OWNE ND CONTCTO E DVISED TO OBTIN GEOTECNICL ENGINEE ECOMMENDTION SPECIFIC TO FLTWOK DJCENT TO TE BUILDING, IF NONE IS CUENTLY EXISTING. 25.CONTCTO SLL ENSUE TT SUFFICIENT POSITIVE SLOPE WY FOM TE BUILDING PD IS CIEVED FO ENTIE PEIMETE OF TE POPOSED BUILDING(S) DUING GDING OPETIONS ND IN TE FINL CONDITION. IF TE CONTCTO OBSEVES TT TIS WILL NOT BE CIEVED, TE CONTCTO SLL CONTCT TE ENGINEE TO EVIEW TE LOCTION. 26.TE CONTCTO SLL TKE LL VILBLE PECUTIONS TO CONTOL DUST. CONTCTO SLL CONTOL DUST BY SPINKLING WTE, O BY OTE MENS PPOVED BY TE CITY, T NO DDITIONL COST TO TE OWNE. 27.CONTCTO SLL COODINTE WIT TE UTILITY COMPNIES FO NY EQUIED UTILITY DJUSTMENTS ND/O ELOCTIONS NEEDED FO GDING OPETIONS ND TO CCOMMODTE POPOSED GDE, INCLUDING TE UNKNOWN UTILITIES NOT SOWN ON TESE PLNS. CONTCTO SLL EFE TO TE GENEL NOTES OVELL SECTION TESE PLNS FO DDITIONL INFOMTION. 28.EXISTING TEE LOCTIONS SOWN ON TESE PLNS E PPOXIMTE. CONTCTO SLL EPOT NY DISCEPNCIES FOUND IN TE FIELD TT FFECT TE GDING PLN TO TE CIVIL ENGINEE. 29.CONTCTO SLL FIELD VEIFY LL POTECTED TEE LOCTIONS, INDIVIDUL POTECTED TEE CITICL OOT ZONES, ND POPOSED SITE GDING, ND NOTIFY TE CIVIL ENGINEE ND LNDSCPE CITECT OF NY CONFLICTS WIT TE TEE PESEVTION PLN BY TE LNDSCPE CITECT PIO TO COMMENCING TE WOK. 30.TEE POTECTION MESUES SLL BE INSTLLED IN CCODNCE WIT TE CITY STNDD TEE POTECTION DETILS ND TE PPOVED TEE PESEVTION PLNS BY TE LNDSCPE CITECT. 31.CONTCTO SLL EFE TO TE LNDSCPING ND TEE PESEVTIONS PLNS FO LL INFOMTION ND DETILS EGDING EXISTING TEES TO BE EMOVED ND PESEVED. 32.NO TEE SLL BE EMOVED UNLESS TEE EMOVL PEMIT S BEEN ISSUED BY TE CITY, O CITY S OTEWISE CONFIMED IN WITING TT ONE IS NOT NEEDED FO TE TEE(S). 33.NO TEE SLL BE EMOVED O DMGED WITOUT PIO UTOIZTION OF TE OWNE O OWNE'S EPESENTTIVE. EXISTING TEES SLL BE PESEVED WENEVE POSSIBLE ND GDING IMPCT TO TEM ELD TO MINIMUM. 34.FTE PLCEMENT OF SUBGDE ND PIO TO PLCEMENT OF PVEMENT, CONTCTO SLL TEST ND OBSEVE PVEMENT ES FO EVIDENCE OF PONDING ND INDEQUTE SLOPE FO DINGE. LL ES SLL DEQUTELY DIN TOWDS TE INTENDED STUCTUE TO CONVEY STOMWTE UNOFF. CONTCTO SLL IMMEDITELY NOTIFY OWNE ND ENGINEE IF NY ES OF POO DINGE E DISCOVEED. 35.CONTCTO FIELD DJUSTMENT OF POPOSED SPOT GDES IS LLOWED, IF TE PPOVL OF TE CIVIL ENGINEE IS OBTINED. PVING: 1. LL PVING MTEILS ND CONSTUCTION SLL BE IN CCODNCE WIT TESE PLNS, TE CITY STNDD DETILS ND SPECIFICTIONS, TE FINL GEOTECNICL EPOT ND LL ISSUED DDEND, ND COMMONLY CCEPTED CONSTUCTION STNDDS. TE CITY SPECIFICTIONS SLL GOVEN WEE OTE SPECIFICTIONS DO NOT EXIST. IN CSE OF CONFLICTING SPECIFICTIONS O DETILS, TE MOE ESTICTIVE SPECIFICTION/DETIL SLL BE FOLLOWED. 2. LL PIVTE ON-SITE PVING ND PVING SUBGDE SLL COMPLY WIT TE POJECT'S FINL GEOTECNICL EPOT (O LTEST EDITION), INCLUDING LL DDEND. 3. LL FIELNE PVING ND PVING SUBGDE SLL COMPLY WIT CITY STNDDS ND DETILS. IF TESE E DIFFEENT TN TOSE IN TE GEOTECNICL EPOT, TEN TE MOE ESTICTIVE SLL BE FOLLOWED. 4. LL PUBLIC PVING ND PVING SUBGDE SLL COMPLY WIT CITY STNDD CONSTUCTION DETILS ND SPECIFICTIONS. 5. CONTCTO IS ESPONSIBLE FO LL PVING ND PVING SUBGDE TESTING ND CETIFICTION, UNLESS SPECIFIED OTEWISE BY OWNE. LL PVING ND PVING SUBGDE TESTING SLL BE COODINTED WIT TE PPOPITE CITY INSPECTO. TESTING SLL BE PEFOMED BY N PPOVED INDEPENDENT GENCY FO TESTING PVING ND SUBGDE. OWNE SLL PPOVE TE GENCY NOMINTED BY TE CONTCTO FO PVING ND PVING SUBGDE TESTING. 6. IT SLL BE TE CONTCTOS ESPONSIBILITY TO SOW, BY TE STNDD TESTING POCEDUES OF TE PVING ND PVING SUBGDE, TT TE WOK CONSTUCTED MEETS TE POJECT EQUIEMENTS ND CITY SPECIFICTIONS. 7. DUE TO TE POTENTIL FO DIFFEENTIL SOIL MOVEMENT DJCENT TO TE BUILDING, TE CONTCTO SLL DEE TO GEOTECNICL EPOT'S ECOMMENDTION FO SUBGDE PEPTION SPECIFIC TO FLTWOK DJCENT TO TE POPOSED BUILDING. TE OWNE ND CONTCTO E DVISED TO OBTIN GEOTECNICL ENGINEE ECOMMENDTION SPECIFIC TO FLTWOK DJCENT TO TE BUILDING, IF NONE IS CUENTLY EXISTING. 8. CUB MPS LONG PUBLIC STEETS ND IN TE PUBLIC IGT-OF-WY SLL BE CONSTUCTED BSED ON TE CITY STNDD CONSTUCTION DETIL ND SPECIFICTIONS. 9. PIVTE CUB MPS ON TE SITE (I.E. OUTSIDE PUBLIC STEET IGT-OF-WY) SLL CONFOM TO D ND TS STNDDS ND SLL VE DETECTBLE WNING SUFCE TT IS FULL WIDT ND FULL DEPT OF TE CUB MP, NOT INCLUDING FLES. 10. LL CCESSIBLE MPS, CUB MPS, STIPING, ND PVEMENT MKINGS SLL CONFOM TO D ND TS STNDDS, LTEST EDITION. 11. NY COMPONENTS OF TE POJECT SUBJECT TO ESIDENTIL USE SLL LSO CONFOM TO TE FI OUSING CT, ND COMPLY WIT TE FI OUSING CT DESIGN MNUL BY TE US DEPTMENT OF OUSING ND UBN DEVELOPMENT. 12.CONTCTO SLL CONSTUCT POPOSED PVEMENT TO MTC EXISTING PVEMENT WIT SMOOT, FLUS, CONNECTION. 13.CONTCTO SLL FUNIS ND INSTLL LL PVEMENT MKINGS FO FIE LNES, PKING STLLS, NDICPPED PKING SYMBOLS, ND MISCELLNEOUS STIPING WITIN PKING LOT ND OUND BUILDING S SOWN ON TE PLNS. LL PINT ND PVEMENT MKINGS SLL DEE TO CITY ND OWNE STNDDS. 14.EFE TO GEOTECNICL EPOT FO PVING JOINT LYOUT PLN EQUIEMENTS FO PIVTE PVEMENT. 15.EFE TO CITY STNDD DETILS ND SPECIFICTIONS FO JOINT LYOUT PLN EQUIEMENTS FO PUBLIC PVEMENT. 16. LL EINFOCING STEEL SLL CONFOM TO TE GEOTECNICL EPOT, CITY STNDDS, ND STM -615, GDE 60, ND SLL BE SUPPOTED BY B CIS. CONTCTO SLL USE TE MOE STINGENT OF TE CITY ND GEOTECNICL STNDDS. 17. LL JOINTS SLL EXTEND TOUG TE CUB. 18.TE MINIMUM LENGT OF OFFSET JOINTS T DIUS POINTS SLL BE 2 FEET. 19.CONTCTO SLL SUBMIT JOINTING PLN TO TE ENGINEE ND OWNE PIO TO BEGINNING NY OF TE PVING WOK. 20.LL SWCUTS SLL BE FULL DEPT FO PVEMENT EMOVL ND CONNECTION TO EXISTING PVEMENT. 21.FIE LNES SLL BE MKED ND LBELED S FIELNE PE CITY STNDDS. 22.UNLESS TE PLNS SPECIFICLLY DICTTE TO TE CONTY, ON-SITE ND OTE DIECTIONL SIGNS SLL BE OIENTED SO TEY E EDILY VISIBLE TO TE ONCOMING TFFIC FO WIC TEY E INTENDED. 23.CONTCTO IS ESPONSIBLE FO INSTLLING NECESSY CONDUIT FO LIGTING, IIGTION, ETC. PIO TO PLCEMENT OF PVEMENT. LL CONSTUCTION DOCUMENTS (CIVIL, MEP, LNDSCPE, IIGTION, ND CITECT) SLL BE CONSULTED. 24.BEFOE PLCING PVEMENT, CONTCTO SLL VEIFY TT SUITBLE CCESSIBLE PEDESTIN OUTES (PE D, TS, ND F) EXIST TO ND FOM EVEY DOO ND LONG SIDEWLKS, CCESSIBLE PKING SPCES, CCESS ISLES, ND CCESSIBLE OUTES. IN NO CSE SLL N CCESSIBLE MP SLOPE EXCEED 1 VETICL TO 12 OIZONTL. IN NO CSE SLL SIDEWLK COSS SLOPE EXCEED 2.0 PECENT. IN NO CSE SLL LONGITUDINL SIDEWLK SLOPE EXCEED 5.0 PECENT. CCESSIBLE PKING SPCES ND CCESS ISLES SLL NOT EXCEED 2.0 PECENT SLOPE IN NY DIECTION. 25.CONTCTO SLL TKE FIELD SLOPE MESUEMENTS ON FINISED SUBGDE ND FOM BODS PIO TO PLCING PVEMENT TO VEIFY TT D/TS SLOPE EQUIEMENTS E POVIDED. CONTCTO SLL CONTCT ENGINEE PIO TO PVING IF NY EXCESSIVE SLOPES E ENCOUNTEED. NO CONTCTO CNGE ODES WILL BE CCEPTED FO D ND TS SLOPE COMPLINCE ISSUES. STOM DINGE: 1. LL STOM SEWE MTEILS ND CONSTUCTION SLL COMPLY WIT CITY STNDD CONSTUCTION DETILS ND SPECIFICTIONS. 2. TE SITE UTILITY CONTCTO SLL POVIDE LL MTEILS ND PPUTENNCES NECESSY FO COMPLETE INSTLLTION OF TE STOM SEWE. 3. TE CONTCTO SLL FIELD VEIFY TE SIZE, CONDITION, OIZONTL, ND VETICL LOCTIONS OF LL EXISTING STOM SEWE FCILITIES TT E TO BE CONNECTED TO, PIO TO STT OF CONSTUCTION OF NY STOM SEWE, ND SLL NOTIFY TE ENGINEE OF NY CONFLICTS DISCOVEED. 4. TE CONTCTO SLL VEIFY ND COODINTE LL DIMENSIONS SOWN, INCLUDING TE OIZONTL ND VETICL LOCTION OF CUB INLETS ND GTE INLETS ND LL UTILITIES COSSING TE STOM SEWE. 5. FLOW LINE, TOP-OF-CUB, IM, TOT, ND GTE ELEVTIONS OF POPOSED INLETS SLL BE VEIFIED WIT TE GDING PLN ND FIELD CONDITIONS PIO TO TEI INSTLLTION. 6. LL PUBLIC STOM SEWE CONSTUCTION, PIPE, STUCTUES, ND FITTINGS SLL DEE TO CITY PUBLIC WOKS STNDD DETILS ND SPECIFICTIONS. CONTCTO SLL NGE FO EQUIED CITY INSPECTIONS. 7. LL PIVTE STOM SEWE CONSTUCTION, PIPE, STUCTUES, ND FITTINGS SLL DEE TO TE PPLICBLE PLUMBING CODE. CONTCTO SLL NGE FO EQUIED CITY INSPECTIONS. 8. LL PVC TO CP CONNECTIONS ND LL STOM PIPE CONNECTIONS ENTEING STUCTUES O OTE STOM PIPES SLL VE CONCETE COLL ND BE GOUTED TO SSUE TE CONNECTION IS WTETIGT. 9. LL PUBLIC STOM SEWE LINES SLL BE MINIMUM CLSS III CP. PIVTE STOM SEWE LINES 18-INCES ND GETE SLL BE CLSS III CP O OTE PPOVED MTEIL. 10. WEE COVE EXCEEDS 20-FEET O IS LESS TN 2-FEET, CLSS IV CP SLL BE USED. 11.IF CONTCTO POPOSES TO USE DPE O PVC IN LIEU OF CP FO PIVTE STOM SEWE, CONTCTO SLL SUBMIT TECNICL DT TO TE OWNE, ENGINEE ND CITY ENGINEE/INSPECTO FO PPOVL PIO TO ODEING TE MTEIL. NY POPOSED DPE ND PVC SLL BE WTETIGT. 12. TE CONTCTO SLL POVIDE CONSTUCTION SUVEYING FO LL STOM SEWE LINES. 13.EMBEDMENT FO LL STOM SEWE LINES, PUBLIC O PIVTE, SLL BE PE CITY STNDD DETILS. 14. LL WYE CONNECTIONS ND PIPE BENDS E TO BE PEFBICTED ND INSTLLED PE MNUFCTUES SPECIFICTIONS. 15.USE 4 FOOT JOINTS WIT BEVELED ENDS IF DIUS OF STOM SEWE IS LESS TN 100 FEET. 16. TE CONTCTO IS ESPONSIBLE FO OBTINING ND SUBMITTING TENC SFETY PLN, PEPED BY POFESSIONL ENGINEE IN TE STTE OF TEXS, TO TE CITY PIO TO CONSTUCTION. CONTCTO IS ESPONSIBLE FO MINTINING TENC SFETY EQUIEMENTS IN CCODNCE WIT CITY, STTE, ND FEDEL EQUIEMENTS, INCLUDING OS FO LL TENCES. NO OPEN TENCES SLL BE LLOWED OVENIGT WITOUT PIO WITTEN PPOVL OF TE CITY. 17. TE CONTCTO SLL KEEP TENCES FEE FOM WTE. WTE ND WSTEWTE: 1. LL WTE ND WSTEWTE MTEILS ND CONSTUCTION SLL COMPLY WIT CITY STNDD CONSTUCTION DETILS ND SPECIFICTIONS. 2. CONTCTO SLL FIELD VEIFY TE SIZE, CONDITION, OIZONTL, ND VETICL LOCTIONS OF LL EXISTING WTE ND WSTEWTE FCILITIES TT E TO BE CONNECTED TO, PIO TO STT OF CONSTUCTION OF NY WTE O WSTEWTE CONSTUCTION, ND SLL NOTIFY TE ENGINEE OF NY CONFLICTS DISCOVEED. 3. CONTCTO SLL VEIFY ND COODINTE LL DIMENSIONS SOWN, INCLUDING TE OIZONTL ND VETICL LOCTION OF LL UTILITY SEVICES ENTEING TE BUILDING. 4. TE CONTCTO SLL FIELD VEIFY TE ELEVTION OF LL UTILITY COSSINGS PIO TO TE INSTLLTION OF NY PIPE. 5. TE SITE UTILITY CONTCTO SLL POVIDE LL MTEILS ND PPUTENNCES NECESSY FO COMPLETE INSTLLTION OF TE WTE ND WSTEWTE IMPOVEMENTS. 6. LL PUBLIC WTE ND WSTEWTE CONSTUCTION, PIPE, STUCTUES, ND FITTINGS SLL DEE TO CITY PUBLIC WOKS STNDD DETILS ND SPECIFICTIONS. CONTCTO SLL NGE FO EQUIED CITY INSPECTIONS. 7. LL PIVTE WTE ND WSTEWTE CONSTUCTION, PIPE, STUCTUES, ND FITTINGS SLL DEE TO TE PPLICBLE PLUMBING CODE. CONTCTO SLL NGE FO EQUIED CITY INSPECTIONS. 8. FIE SPINKLE LINES SLL BE DESIGNED ND INSTLLED BY LICENSED FIE SPINKLE CONTCTO, ND COMPLY TO TE PPLICBLE CODES ND INSPECTIONS EQUIED. TESE PLNS WEE PEPED WITOUT TE BENEFIT OF TE FIE SPINKLE DESIGN. CONTCTO SLL NOTIFY TE ENGINEE IF NY DISCEPNCIES. 9. EMBEDMENT FO LL WTE ND WSTEWTE LINES, PUBLIC O PIVTE, SLL BE PE CITY STNDD DETILS. 10.CONTCTO SLL TKE EQUIED SNITY PECUTIONS, FOLLOWING NY CITY, TCEQ, ND WW STNDDS, TO KEEP WTE PIPE ND FITTINGS CLEN ND CPPED T TIMES WEN INSTLLTION IS NOT IN POGESS. 11.CONTCTO SLL POVIDE CONSTUCTION SUVEYING FO LL WTE ND WSTEWTE LINES. 12. LL WTE ND WSTEWTE SEVICES SLL TEMINTE 5-FEET OUTSIDE TE BUILDING, UNLESS NOTED OTEWISE. 13.CONTCTO SLL COMPLY WIT CITY EQUIEMENTS FO WTE ND WSTEWTE SEVICE DISUPTIONS ND TE MOUNT OF PIO NOTICE TT IS EQUIED, ND SLL COODINTE DIECTLY WIT TE PPOPITE CITY DEPTMENT. 14.CONTCTO SLL SEQUENCE WTE ND WSTEWTE CONSTUCTION TO VOID INTEUPTION OF SEVICE TO SUOUNDING POPETIES. 15.CONTCTO SLL MINTIN WTE SEVICE ND WSTEWTE SEVICE TO LL CUSTOMES TOUGOUT CONSTUCTION (IF NECESSY, BY USE OF TEMPOY METODS PPOVED BY TE CITY ND OWNE). TIS WOK SLL BE CONSIDEED SUBSIDIY TO TE POJECT ND NO DDITIONL COMPENSTION SLL BE LLOWED. 16. TE CONTCTO IS ESPONSIBLE TO POTECT LL WTE ND WSTEWTE LINES COSSING TE POJECT. TE CONTCTO SLL EPI LL DMGED LINES IMMEDITELY. LL EPIS OF EXISTING WTE MINS, WTE SEVICES, SEWE MINS, ND SNITY SEWE SEVICES E SUBSIDIY TO TE WOK, ND NO DDITIONL COMPENSTION SLL BE LLOWED. 17. VLVE DJUSTMENTS SLL BE CONSTUCTED SUC TT TE COVES E T FINISED SUFCE GDE OF TE POPOSED PVEMENT. 18.TE ENDS OF LL EXISTING WTE MINS TT E CUT, BUT NOT EMOVED, SLL BE PLUGGED ND BNDONED IN PLCE. TIS WOK SLL BE CONSIDEED S SUBSIDIY COST TO TE POJECT ND NO DDITIONL COMPENSTION SLL BE LLOWED. 19. LL FIE YDNTS, VLVES, TEES, BENDS, WYES, EDUCES, FITTINGS, ND ENDS SLL BE MECNICLLY ESTINED ND/O TUST BLOCKED TO CITY STNDDS. 20.CONTCTO SLL INSTLL FULL SEGMENT OF WTE O WSTEWTE PIPE CENTEED T LL UTILITY COSSINGS SO TT TE JOINTS E GETE TN 9-FEET FOM TE COSSING. 21.LL COSSINGS ND LOCTIONS WEE WSTEWTE IS LESS TN 9-FEET FOM WTE, WSTEWTE CONSTUCTION ND MTEILS SLL COMPLY WIT TCEQ CPTE LL COSSING ND LOCTIONS WEE WTE IS LESS TN 9-FEET FOM WSTEWTE, WTE CONSTUCTION ND MTEILS SLL COMPLY WIT TCEQ CPTE LL WTE ND WSTEWTE SLL BE TESTED IN CCODNCE WIT TE CITY, WW, ND TCEQ STNDDS ND SPECIFICTIONS. T MINIMUM, TIS SLL CONSIST OF TE FOLLOWING: a. LL WTELINES SLL BE YDOSTTICLLY TESTED ND CLOINTED BEFOE BEING PLCED INTO SEVICE. CONTCTO SLL COODINTE WIT TE CITY FO TEI EQUIED POCEDUES ND SLL LSO COMPLY WIT TCEQ EGULTIONS. b. WSTEWTE LINES ND MNOLES SLL BE PESSUE TESTED. CONTCTO SLL COODINTE WIT TE CITY FO TEI EQUIED POCEDUES ND SLL LSO COMPLY WIT TCEQ EGULTIONS. FTE COMPLETION OF TESE TESTS, TELEVISION INSPECTION SLL BE PEFOMED ND POVIDED TO TE CITY ND OWNE ON DVD. 24.CONTCTO SLL INSTLL DETECTBLE WIING O MKING TPE MINIMUM OF 12 BOVE WTE ND WSTEWTE LINES. MKE DECLS SLL BE LBELED CUTION - WTE LINE, O CUTION - SEWE LINE. DETECTBLE WIING ND MKING TPE SLL COMPLY WIT CITY STNDDS, ND SLL BE INCLUDED IN TE COST OF TE WTE ND WSTEWTE PIPE. 25.DUCTILE ION PIPE SLL BE POTECTED FOM COOSION BY LOW-DENSITY POLYETYLENE LINE WP TT IS T LEST SINGLE LYE OF 8-MIL. LL DUCTILE ION JOINTS SLL BE BONDED. 26.WTELINES SLL BE INSTLLED T NO LESS TN TE MINIMUM COVE EQUIED BY TE CITY. 27.CONTCTO SLL POVIDE CLEN-OUTS FO PIVTE SNITY SEWE LINES T LL CNGES IN DIECTION ND 100-FOOT INTEVLS, O S EQUIED BY TE PPLICBLE PLUMBING CODE. CLEN-OUTS EQUIED IN PVEMENT O SIDEWLKS SLL VE CST ION COVES FLUS WIT FINISED GDE. 28.CONTCTO SLL POVIDE BCKWTE VLVES FO PLUMBING FIXTUES S EQUIED BY TE PPLICBLE PLUMBING CODE (E.G. FLOO ELEVTION OF FIXTUE UNIT IS BELOW TE ELEVTION OF TE MNOLE COVE OF TE NEXT UPSTEM MNOLE IN TE PUBLIC SEWE). CONTCTO SLL EVIEW BOT MEP ND CIVIL PLNS TO CONFIM WEE TESE E EQUIED. 29.TE CONTCTO IS ESPONSIBLE FO OBTINING ND SUBMITTING TENC SFETY PLN, PEPED BY POFESSIONL ENGINEE IN TE STTE OF TEXS, TO TE CITY PIO TO CONSTUCTION. CONTCTO IS ESPONSIBLE FO MINTINING TENC SFETY EQUIEMENTS IN CCODNCE WIT CITY, STTE, ND FEDEL EQUIEMENTS, INCLUDING OS FO LL TENCES. NO OPEN TENCES SLL BE LLOWED OVENIGT WITOUT PIO WITTEN PPOVL OF TE CITY. 30.TE CONTCTO SLL KEEP TENCES FEE FOM WTE. BBEVITIONS ND DEFINITIONS: E D MEICNS WIT DISBILITIES CT WW MEICN WTE WOKS SSOCITION B-B BCK TO BCK BC BEGIN CUVE BC BCK OF CUB BC BEGIN CUB ETUN BMP BEST MNGEMENT PCTICE BOC BCK OF CUB BVCE BEGIN VETICL CUVE ELEVTION BVCS BEGIN VETICL CUVE STTION BW BOTTOM OF WLL CFS CUBIC FEET PE SECOND CITY CITY, TOWN, O OTE PPLICBLE LOCL GOVENMENT JUISDICTION C/L CENTELINE CL CENTELINE CONC CONCETE CY CUBIC YD DEMO DEMOLITION DG DECOMPOSED GNITE DTL DETIL E EC EC END CUVE EC END CUB ETUN EG EXISTING GOUND EL ELEVTION ELEC ELECTICL / ELECTICITY ELEV ELEVTION EP UNITES STTES ENVIONMENTL POTECTION GENCY ESMT ESEMENT EVCE END VETICL CUVE ELEVTION EVCS END VETICL CUVE STTION EX. EXISTING F-F FCE TO FCE FG FINISED GOUND F FIE YDNT FL FLOW LINE FOC FCE OF CUB FT FEET GL YDULIC GDE LINE K KIMLEY-ON ND SSOCITES, INC. K KIMLEY-ON ND SSOCITES, INC. LT LTEL LF LINE FEET LT LEFT MX MXIMUM ME MTC EXISTING ELEVTION M MNOLE MIN MINUTE / MINIMUM NO NUMBE NOI NOTICE OF INTENT, EF. TCEQ GENEL PEMIT NOT NOTICE OF TEMINTION, EF. TCEQ GENEL PEMIT NTS NOT TO SCLE OC ON CENTE OFF OFFSET OS OCCUPTIONL SFETY ND ELT DMINISTTION PC POINT OF CUVTUE PCC POTLND CEMENT CONCETE / POINT OF COMPOUND CUVTUE PGL POPOSED GDE LINE PI POINT OF INFLECTION POP POPOSED PC POINT OF EVESE CUVTUE PSI POUNDS PE SQUE INC PT POINT OF TNGENCY PVC POLYVINYL CLOIDE PVI POINT OF VETICL INFLECTION PVMT PVEMENT CP EINFOCED CONCETE PIPE OW IGT OF WY T IGT SF SQUE FEET SS SNITY SEWE SSM SNITY SEWE MNOLE ST STTION STD STNDD SY SQUE YD TS CITECTUL BIES TEXS CCESSIBILITY STNDDS TC TOP OF CUB TCEQ TEXS COMMISSION OF ENVIONMENTL QULITY TEMP TEMPOY TXDOT TEXS DEPTMENT OF TNSPOTTION TXMUTCD TEXS MNUL OF UNIFOM TFFIC CONTOL DEVICES TW TOP OF WLL TYP TYPICL VC VETICL CUVE WT WTE WW WSTEWTE BENCMKS 1. CONTOL PT.1 1 2" I w/cp N: E: ELEV.= CONTOL PT.2 1 2" I w/cp N: E: ELEV.= CONTOL PT " I w/cp N: E: ELEV.= PEPED FO CITY OF COLLEGE STTION COLLEGE STTION, TEXS COLLEGE STTION POLICE DEPTMENT 1.0 GENEL NOTES

5 LEGEND GENEL NOTES C EE K TOTON CT. NELSON LN. DTMOUT ST. SITE DT TBLE 7" KEY MP BE E KENEK TP D. TEL D. DTMOUT ST. POJECT SITE E: 9.07 CES EVY DUTY CONCETE EGUL DUTY CONCETE WTE ND SEWE 18 MXIMUM WTE DEMND(GL/MIN) 250 VG. WTE DEMNDS (GL/MIN) 183 MXIMUM SEWE LODING (GL/MIN) 125 DTMOUT STEET 2.0 COLLEGE STTION, TEXS CITY OF COLLEGE STTION COLLEGE STTION POLICE DEPTMENT PEPED FO CITY SITE PLN MINIMUM WTE DEMND(GL/MIN) KENEK TP OD NO T

6 NOT 10 LEGEND NOTES KENEK TP OD DTMOUT STEET COLLEGE STTION POLICE DEPTMENT PEPED FO CITY OF COLLEGE STTION COLLEGE STTION, TEXS DIMENSION CONTOL 2.1

7 DTMOUT STEET KENEK TP OD LEGEND POPOSED MJO CONTOU POPOSED MINO CONTOU EXISTING MJO CONTOU EXISTING MINO CONTOU LIMITS OF DISTUBNCE CONSTUCTION ENTNCE/EXIT GTE INLET POTECTION CUB INLET POTECTION POPOSED SILT FENCE CONCETE WSOUT ICE WTTLE TUCK TIE WS NOTES NOT 3.0 COLLEGE STTION POLICE DEPTMENT PEPED FO CITY OF COLLEGE STTION COLLEGE STTION, TEXS EOSION CONTOL PLN

8 GVEL BGS CINDE BLOCK FILTE FBIC NOT TO COVE DIN INLET ' 1 X. O P ) P YP. (T SND BG OCK SIZE 3/ TO 1-1/2" FILTE FBIC SLOPE VIES 5' Y BLES SND BG METL T-POST S EQ'D. TO MINTIN TEMPOY DEVICES OUND STOMS DINS E USED TO DETIN ND/O FILTE SEDIMENT-LDEN UNOFF. TE POTECTION LLOWS SEDIMENT TO SETTLE PIO TO DISCGE INTO STOM DIN INLET O CTC BSIN. SND BGS SLL BE UV ESISTNT ND MUST NOT DEGDE DUE TO TMOSPEIC CONDITIONS. STOM DIN INLET POTECTION SND BGS SLL BE EPLCED UPON FIST SIGN OF DETEIOTION. SWPP ' SLL BE FULL * MINIMUM WIDT OF SITE ENTNCE Y BLES E USED TO DETIN ND/O FILTE SEDIMENT-LDEN UNOFF. TE POTECTION LLOWS SEDIMENT TO SETTLE PIO TO DISCGE INTO STOM DIN INLET O CTC BSIN. Y S 50' 0' - 10 ESS NEC *VIES MIN. DEPT STONE (STM D448, TO 5" DIMETE) OVE GEOTEXTILE FBIC WIT SME SQUE FOOTGE 50' T 0' O 10 OUT METL T-POST S EQ'D TO MINTIN EXISTING STEET Y BLE MIN. DESS WIT DDITIONL STONE S NEEDED. STONE IS TO BE MINTINED SO S TO PEVENT CONSTUCTION TFFIC FOM TCKING MUD ONTO DJCENT PUBLIC STEETS. GEOTEXTILE FBIC EOSION CONTOL LONG DITC SECTION - SWPP1-01 SUBGDE CONSTUCTION EXIT SILT CONTOL 2"X WIE MES FSTENED TO T-POST SWPP1-02 SEDIMENT CONTOL FBIC FSTENED SECUELY TO T-POST & WIE MES GENEL NOTES: 8" OF FILTE FBIC TO EXTEND INTO TENC ND BE NCOED WIT COMPCTED BCKFILL METL T-POST S EQ'D TO MINTIN SPCED 6' PT LLOW 2.5' TO 5' T TOE OF SLOPE FO SEDIMENT TO CCUMULTE. LIGN FENCE LONG SLOPE CONTOUS. SILT FENCE ND/O Y BLES TO BE USED IN ES OF DINGE FLOW OW N OF FL IO DIECT NTUL GOUND X MIN. TENC LL ES WEE EXISTING VEGETTION ND GSS COVE VE BEEN BED BY CONSTUCTION SLL BE DEQUTELY BLOCK SODDED O YDOMULCED ND WTEED UNTIL GOWT IS ESTBLISED. IN DEVELOPED ES WEE GSS IS PESENT, BLOCK SOD WILL BE EQUIED. BED ES SLL BE SEEDED O SODDED WITIN 14 CLEND DYS OF LST DISTUBNCE. PPOVED EOSION CONTOL MESUES MUST BE INSTLLED DUING TE ENTIE TIME TT ET S BEEN BED BY CONSTUCTION ND SLL STY IN PLCE UNTIL CCEPTBLE VEGETTIVE GOWT IS ESTBLISED FTE CONSTUCTION IS COMPLETE ND TEN EMOVED BY CONTCTO. LL EOSION CONTOL MESUES SOULD BE CLENED OF SILT FTE EVEY IN. 20" SWPP1-03 CONCETE WSOUT DETIL 3.1 COLLEGE STTION, TEXS CITY OF COLLEGE STTION PEPED FO COLLEGE STTION POLICE DEPTMENT EOSION CONTOL DETILS SILT FENCE SSEMBLY