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PIPING DOCTORS AND DETAILS CWT -CH PIPING PLAIN DEMOLITION AND 'GOLD CONTROL CI PIPING SECTIONS AND DETAILS (BUT ED PIPING DECLINES OECD DETAILS CI HANOI INTERROVECTON PIPING PLAIN U-011 OJECTRICAL LEINE Ac DISEASE CI CBK02-MKDB INTERCONNECTION 12-011 [ELECTRICAL PLAN ELECTRICAL DETAILS & BANANA SAKI CBK02-MKOB INTERCONNECTIDN ELECTRICAL PLAN LLS OBI CBK14-Cl HORIZONTAL GENERAL PLAIN C -At ELECTRICAL DETAILS G: TARANAKI DEMPUTRON AND KRAFT CONTROL PLAIN CAI AFTE AND GRADING PLAN GROUP 2 ROLE CBK-10 PIPING PLAN CK14 AL "ING PLAN KKEO-D HORIZONTAL CONTROL PLAN CI PIPING SIALONES AND DETAILS ELECTRICAL DETAILS A DIORAMA CAI DEAULTION AND BREACH CONTROL PLAN CBK14-M STORM CRAIN PLAIN AND PROFILE CAI SHE AND SPACING PLAIN TO CAI CAMBER KEY PLAIN GBI PIPING PLAN CBK14-CS ADD 14 ADD 16 INTERGUNNEGTHER ORACULAR AND KROGER CONTROL CRI PIPING SECTIONS AND DECADE SITE ADD GRI PLON PIPING PLAN KI ABI - CBK-16 INTERCONNECTED E2-010 ELECTRICAL PLAN OBI CBK-14 GOP 16 INTERCONNECTION ELECTRICAL DUALS A DIGRAMS MUCH 2 SELLS CEK-13 ELECTRICAL PLAIN FLE 1HESE DRAWNGS ISSUED Ao Ny - HORIZONTAL CONTROL PLAN CSKl4-Cl+ Ca 14 AEG 16 �N�MNNECMN PERMIT EBR 13 01 f18f2018 G FBI PAWING PDT HORIZONTAL CANCHOL PLANCSI CBK-14 - CDK-16 ITEEPROUNNECTION CBK13 GO RECEPTOR ADD EROSION CONTROL PLANFI-014 PIPING ALAN ELECTRICAL DELETE & DISARMS EI PAWING LOT ABANDON AND EROSION CATUTPOLElTiO ELECTRICAL DETAILS A GUYANA STORM DRAIN PLAIN ADD PROFILE HL ANE2-014 STORM DRAIN PLAIN AND PROFILE CBK13 AS 81 IE ROD GRADING PLAINE2-016 ELECTRICAL PLAN TECHNICAL PLAIN PEAL L205 OBI BASIN GRADING PLANGROUP HORIZONTAL CONTROL PLAN ELECTECAL PLAIN GIBRALTAR SEL) EROSION CONTROL PLAIN S17 AND ACCORD PLAN CIAMPI PARKING LOT SHE AND GRADING PLANMK21-Cl 1 YELLS MK -21 PIPING DEALERS AND DETAILS CRAK-C9 PIPING PLANEMK21 HORIZONTAL CONTROL PLAIN ELECTRICAL PLAN CW13 C10 BRAD SECTORS AND DELAILYCEI GAS VESSELS AN REBUTTER ANN FAGGING ORBITAL PLAIN BACKWARD LAW AEG DETAILS AEG DETAILS RED DUALS E2-ul 3 ELECTRICAL KANMK21 009 WATER DETAILS PIPING PLAIN COB DRAINAGE DETAILS CRASH 2 RACE, ORK-PA -A PIPING APPEARS AND DETAILS COB LANDSCAPE DETAILS CW19 ol HORIZONTAL CONTROL PLAINE2-021 -021 ELECTRICAL DETAILS & DERAMS MISC DETAILS MISC DETAILS PARELI BERGLUND AND KOREAN CONTACL PLAINWRAP EEC71CAL DETAILS ELECTRICAL PLAN RAI SITE ADD WATER WONMK33-Cl 1 VELLS, GAI KKK -C4 FORD PLANLANKA HORIZONTAL CONTROL PLAIN KI ON TONS SECTIONS AND DUALSCBQ3-C3 -C2 TEMPI ION AND EROSION CONTROL FLUX D -OK ELECTRICAL DETAILS A DIAREEMSGETAdO-C4 SITE ADD GRADING PLAN HE CUB CREFUSICAL PLAINGWAA-05 PIPING EDGE GROUP 2 DELTA: KK-23CFK33-CA PIPING SECTIONS AND DELAYS ALI THAI EAHIROL PLANEOA�(,7 STORM DRAIN PLAIN AND DEFICIT OKI DEMOLITION AND EROSION CONTROL PLANEL-133 STOW DRAIN PLAN AND PROFILE CI SITE ROD GRADING PLANTFL-D33 ELECTRICAL DETAILS & DIGRAPS KK23-E PIPING PLAINGROUP ELECTRICAL PLAN 01 PIPING SLUDGE ADD DETAILSCOAEE�Cl 1 WHO KI HORIZONTAL CONTROL PLAN KI AD STORM DRAIN PLAIN ADD PREPLECENTS (JAGI HE STORE DRAIN PLAIN AND FROCACDKQI tE GEMOLDIAN AND EAUSPON TOTALLY PLAIN El -023 ELECTRICAL DETAILS & RICHARDCOPRA SITE AND GRADING STAN 72-023 ELECTRICAL PLAINCI C4 PIPING PLAIN GROUP 2 AELLSCBK-26El-OW3 PIPING SECTIONS AND DETAILS CEI HORIZONTAL GARBAGE PLANE2 ELECTRICAL DETAILS A CHARGE CBK26-02 DEMOUTCH AND EROSION KERNEL PLANGROUP D43 ELECTRICAL PLAN CEK2S-G3 SHE AND GRADING PLANSEBI 1 MODEL CBK-47 OBI DRAW PLANEI HORIZONTAL CM70L PLAIN CAI PROUD SEEPAGE AND DEALSKI DEMOUPPON AND EROS% CONTROL PLAN AID AND PLACING PLAN CEK23-C3 STORM CRAIN RAN AND PROFILECALI EI -026 ELECTRICAL DETAILS & SCRAMSCOI ART PIPING PLAN SOLARI ELECTRICAL PLAINEI-047 PIPING EXPLAINS AND DETAILS GROUP 2 GUEL CBK-28E2 ELECTRICAL DETAILS & DUMB MK26-Gl HORIZONTAL CONTROL PLANGROUP 047 ELECTRICAL PLAN RXI JEGJTIK AND ENGAGE! 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BEEPERTIONS TO IFFINTORMING ARE TO BAD ��UN�, UNESCO NOTED ro HELD AT 38 DAR A MINIMUM COMPRESSIVE SPACING As W SHALL BE SPECTRALRESPORSEACCELERATIONACE OW�MSE BAR COAT IS CLEAR DISTANCE BETWEEN LIFE Nal MD ME FOLLOWS HE SAME ENTIRE AS SUSAN FOR DMITHE COUNTRONS LEAVE_ CDNCRFTF ommmsE, MAY covEre FCR sOF OEFFICIENTS AN SPECTRAL RESPONSE (CFAAARANI MALL BE AS FOLLOWS PASSED SLABS, AND SIDEWALKS RENEWED EQUI�ENT MANUFACTURERS DRAMMUS 's SPECTRAL RESPONSE COEFFICIENT STRUCTURAL FOOTINGS 41 SO 3 DIMPLUBSONS NOTED NEI AN A�REK ARE TO BE D mTx nrvcE FACTOR oma eacrcwAFl EnNN ETE R AD OFFER STRUCTURAL CONCRETE 4,000 FAVORABLY REFEEN) EQUIPMENT MANUFACTURERS DRAWMAS CUP CLASS D 97E CO vEre ° m FROM BY THE CON SEsmc (IN) CONCRETE CONSTRUCTED SHALL NNORM TO ACI sTe T9olnax). cwmm oN. 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ANY THE MOINEvt HIS CCNFTLiANTS, AND EACH OF THE OFwcrres AUPmvms gO -- >be � BE ADomoNAL NIN AND OR Jow,s sHNt HAVE a ,MOR AL OR FExG OSTEELNTAL CANMR AND AGRANTS, DAMAGE MY AND ALL uME e WATER LOAD P REM vla , Oq DJ VnRE, ,/SFFE F < -m w BE STANDARD NErVInY AND SHUL BE REVIEWED ar THE ENGINEER reErtx T O ARISING cR ulErm TO ARISE rna W[ P[RTORMANCE F HIE VroRN DESIGN HILL WATER LEVEL N/A - ENi ARECnau CAL DETAILS mre ammarvu wFcxuanorv' AND TYPICAL DURA omCEPTED lPERENE BUT NOT INnuDUGDOLESNEGLIIGENCE UP (xe OVAND 3 0 0 [' CONSTAUCALON COMDEX SHALL BE ROUGHENED TO I/Am HIS ccxwLTANTs. AND EACH a THEIR OTiICERs, EmvmTEEs nrvD s. EARTH Loans NOT ExmFn m vwaLEER OR IN mtu rxouxo d B'TENINGS CAEEFICAnPIPE PIPE I ME o THER EMBM� ITEMS Axc CR, T EST 25MA 4 & AN SM 11/2CONTACT T i4 RS ]. TOR(SSUF - - ED BAR dir - SMALLER %-_ RESPONSIBILITY TO COORDINATE ARNIMMUNALL ARM. O�ffdl MATERIALS AND an INDUS IN E PASSIVE MY sm-qzo -_- OJECTURICAL, LAMMOSECAPIENI MAN, PLUMBING, NvRUMENTAMN, AND OTHER LEARD CALIFORNIA BUILDING CODE LEGAL CODES AND ORDINAPENTOPLAINS FOR ITEMS MQUIRRING SLEEVES AND EMMEDWREM IN CONCRETE WHICH REPORT ALL DISCREPANCIES TO ME DESIGNER IMMERPLATTLY. ME NOT INDICATED M SHOWN ON STRUCTURAL DRAWNG5. NO PIPES OR 6 ANY CHANGES TO LEE APPRUGEN SET OF PLANS SENT NOTIFYING ME SOIL ANO FOUNOAIRN NOTES ME NI SULEVES SHALL PALO INCLUDE STRUCTURAL MEMBERS UNLESS MOM ON ENGINEER PRIOR TO SUCH CHANGES ABSOMES AND EMENEEN TRW MY AND STRUCTURAL CHAIRMAN COORDINATE WN EQUIPMENT MANUFACTURERS ALL REASPONSUATIETY BELL RESPECT UP PRE JOBIUTY, SAMARE OR EXTRA WEEK I. AND/ore PENETRATE , ZED PAINTED DRAWNI� FOR ANCHORING DEVERS, �LFNG MGM SAID CHANCES.R IN—PLACEINIO PROPERTY ANEEPAGETED FILL WHICH MALL HAVE A MINIMUM [rn 14TH A ONE (I) COAT OF RUST IINHIBInvE"PRIMER AFTER BEING OF AT EAST SEVEN DAYS ACTED 11 IS PLACED MARNED SURFACES 10, ALL WORK MALL CONFORM 10 ME LATEST APPLICABLE CONSTRUGHIM ME ECT SHAM BE KEPT CONTINUOUSLY MOIST FDA THE RETIRE PERIOD IN USE OF SUBLETTY REQUIREMENTRy OF DNA AND ANY OTHER cmtRNMINTu ENTRYPERIOD FOUxonncx SAM z E MUL wxFaW TO LEE FCLmmxG. UNLESS SPECIFIEDWATER CURING, LEE CONCRETE SHALL BE PROTECTED BY SHERVING WEN AN LARGE MRESDICFM MUST BE APPROVED BY LEE MOOMERRICAL MENEEN O�ERW� Q x'38„ A���D STRING COMPOUND ALL SURFACES MALL DE KEPT MOIST UNnL TT s LEE COMPMND IS OTHER) XMINOME S PERFO�MCE IS NOT INTENDED TO INCLUDE I ME LIFE 3, THE SOM IN THE PROJECT ME GENERALLY CLEARED As sLn saxo ApaR mnr mm asW ss (rs:m)uxEss NOTICE 'r< T. acTOre s SAFETY mavuS INaOR NEAR THE q, -- BOTH DfRECE�S WITHIN 4 HOURS OF FILL CONMEM PLACEMENT ON ALI coms7ucT� SIM GEDIDERRICAL ITTESTRATCH REPORT ITTLED COMPLYWITH lom m�ncn. Tran Ban CONCRETE SLATERE reOuloE canmoL Jo E HTS N VNRE N ORCEo SLABS PER t eo �I nrvza sz (Fri x�ssaxoTEoNUAL 0EXCE z: _- Q PICA GUIDEMER REPRESENTAMBEND DURING CONSTRUCLON SHALL BE DISTINGUESIKED FROU ATT Inc. NAME Or ENCIFTEEPRING COMPANY 13th BEFORE,TO Pere6T= Mks:) iL e. OPED TO uLOw oRAlxacE OF RuxrcF i-aT,-s,oD fn`s ux AAB x�� WATER AT PREVENT AS FMAN mTED FERE Q~ - s. so o`a;�RGEON � UMEssxoho = In Ewurcs FTau FHAVE LED TaoL - Rss gOnu PAT FOR mrvD AHD Flswc - a DIFERENIT o am aoA 3 TOOLED T/e ��I"A:oII°� �o°OR,R� MD IN ALLEGES COMFORMENCE WEN CONTRACT DRANNOS MD DIRECTED ,D *`La -o -A - 0. ALL SLABS MALL HAVE A ,OKE F) FINISH WIFF A FF -ss AND A FL -25 ANEL s) ALLOWART SOL FRIGRON GDENaEN T OF 0.5E-G.SG: RE AR AN minlNum UNG. MD SHALL NOT BE c Su UED As SUPERSTMON AD CONSTRUCTON, CNS FUR m MOW TD CR Bmm THAN SPECIFICAREEN v - uI FILE MNI" REW�� MM NfFEE FNMY PONS) f P� NG Ao OFFICE NO IMMMA�Y, REMOVAL ^ R. FOR INMUCE�S NEAR TO ANCHORING ,. WORK GOULD ANY UNUSUAL (AGREDIFLONES BEGERE APPARENT CURING M�ING ACCORDANCE MET THE land EDITION OF ME AIDS MMUAL AND LEE LATEST A I MOR FOUNDATION EXQUANCLON JET CONTRACTOR IS RESPONSIBLE FOR CLEAN OF STRUCTURAL I MUSAILING BY THE AISC.FALLUSEING )AT n ECIA7 ME RECOMMENDATIONS OUTLINED UP ME GEOPECHNICAL RMORT 5 A STEEL BUILDING 15 SCREFOULAREARLY STMM MEN ARE ASPECTS OF TIE SOIL SHAPE OF FAGAVATED TO THE ELEMATIONS HDMVTdF ON ME DRAIWAS DESIGN SHOWN AN MOM DRADENGS ARE (FAMPLETED. ME CONTRACTOR AN \0FOR STRUCHUSIF FOUNUARONS SHALL DETERMENT Ai AND WERE TEMPORARY MACIPM IS NEEDEDALL MANDAMN EXCAVATIONS MUST BE REAMEED AND APPROVED PRIDE TO 61 ALLEN SHALL BE MADE EACH MET OR ELECTRODE HADENG A MINIMUM TENSILE Pol \0 1 FennelPLACEMENT P ADD OF CONCREEFF STRENGTH OF 70 000 CAN, UNLESS NOTED OTHERYSSE 6.9-242 THE CONTRACTOR 94ALL NOTED LEE OWNERS REPTEDURTALVE 48 HOURS BEFORE PLACEMENT CF RNFUI STEEL AND ROCKWELL ANY IHAr THE SUBMERGE OF EXCAVATORS MAY BE UNSUPDATIC BY LEE GEOPECHNIAL ENGINEER. LEE NOTECTRICAL ENGINEER SCALE CRAFT BACKFILL MATTI W o F WN ON U AND INSPECTION CONTIGUOUS PERIOD11C RETIRE =G` MENI 31 BEFORE �0` GMUAXXUXE STEEL. NCLUDING PRESTRESSING TENDONS AND A 71-77 PLACEMENT 1 COX RIFT SCHLOUGH OR ANCHORS CAN IN 1 Act 318. 8 EA, CONCRETE MERE ALLOWABLE LOADS HAVE R 121,28 OEM INCREASED OR WIERE STRENGTH CM DOE 5. DEARKSH is TWA QLAH . INSPESTEN ME ANCHORS A PERFORMED WITHIN LEE MERE OF WAY AND INSURANCE AD AX RC PAT INSTALLED IN HARDENED EXAMPLE A 3 AN a IS, EMBERS M SLOPE RATIO MGM BAN OF DISEASES TO FACE OF WALL OR 2128 CLAI REPORT SPENIGAILLONS, AND GORE WITH HIS UJI APPLICABLE DEC MAL I Act 318, cCXF VERIFYING US! OF REWIRED DESIGN MIX ME MAXIMUM SLOSE SHALL BE 2% ALTERNATIELLY. THE CITY ASS AN 32 54 Ad MUNI ISLANDS ONTO ILL MERGED, ANN 19102 TO ENABLE 0 WALK BUT BE SUREGGESED AS ENGINEERED LEADING IN ACCORCANCE 1910 3 ALIM L112 AT THE THE PREATH CONCRETE IS AGREES 70 FABRICATE SPIECKI FDIC ACUPEuawISSEE REQUIRE REPAIRING NOE WOODS A AFTER G81 LENGTH TESTS. PERFORM SLUMP ROD X ALI 318 56, A CONTENT TESTS ROD DETERMINE THE ORT SHALL BE CONTACTED TWO (z) RANKING °Ars 58 TEMPERATURE ME LEE QXRORETE PRIED TO wnsSERVICE , MUCTIOLLFEAR No 1910,10 DRAINAGE TO BE ONEsEIR TTOO APPROVED PAMIRS IN THE SUFFEET RIGHT AD WAY MEN LEE PROPERTY OMPLETES WAR PARENT HUGE INFINITE PLACEMENT FOR PROPER SPECIAL VAR OFF 5,10 MEGATON TECHNIQUES n CA 1lUE , WX 1POSE 3T. I HIS SLOPES MERGE), DIFFER, CEPTEENNICAL ENGINEER AND BUILDING OFFICIAL MI BE ARE BREED PC SOME5 6. WERE DOES lGI AX FABRICATION 15 TUBE R.CERTIFICATES INSPECIEN FOR F PERFORMED ON s. e. aaRn BRAND CURING 0 THE PREMISES OF A 511-513 FUNCTIONS REGISTERED woo FLY ACI 31 S. S.6 11 NEED PASS FlLRUT KLM s/1s" RECEPTOR PREVENTED PLAN (NAME RE , --AR 0I CAN AMUSIONS OF BUT xoRMu OOX UT. AND AL YS BE AVAILABLE FOR PUBLIC BEDROOM DURING ACCORDANCE m CANCERETE MEMBER BEING FORMED s) COBB AND ROOF DEN SELDs A I NATURAL VERIFICATION OF COX 1701 OFFERING SUFFIL MANUFACTURER FEW 1705 12 1 ENTLERCEMENT ADEPEL FLOODS OF QUARBILITY OF SHALL ENGAGE SPECIAL GRA�t4 LEON STEEL OTHER THAN AGN MILL BECAL IN AIG 318, REPORTS SEE THIS BECTON YEACTION 352 CK FDIC ARE WOOD) CIEW oa. EWIRm 49iIFlCAPON AN NOF SpLS (pIC 0.5.8) CONSTRUCIDON , EN STREET PERMIT SHALL BE OBTAINED FROM LEE CITY AT BAGENSFELD LOCAL OLMICAIDN AT SLOT FILLITO PAPERS ED STREET RIGHT OF WAY, UNLESS SECURED BY A GINDIMMON MINT, SECURITY HAND ME AN APPROVED ENGINEERS CLIMATE FOR IN THE APPROVED A PERFORMED WITHIN LEE MERE OF WAY AND INSURANCE AD AENN a 33 SUCTION DOCUMENTS X AND M SLOPE RATIO MGM BAN OF DISEASES TO FACE OF WALL OR CLAI REPORT SPENIGAILLONS, AND GORE WITH HIS UJI APPLICABLE ALL ME MAXIMUM SLOSE SHALL BE 2% ALTERNATIELLY. THE CITY ASS AN R MAY APPROBE CURSING BEHIND LEE SIDEVESUP OR OTHER METHOD Ad MUNI ISLANDS ONTO ILL MERGED, ANN X TO ENABLE 0 WALK BUT BE SUREGGESED AS ENGINEERED LEADING IN ACCORCANCE PLATE BY ILL CENTRACTICE OF DO NOT STANDARDS CURRENTS Of ACUPEuawISSEE REQUIRE REPAIRING NOE WOODS A REOPEN J OF FILE CAUFORMILA BUILDING CODE COMPLIANCE SPUN OF WELYNI ORT SHALL BE CONTACTED TWO (z) RANKING °Ars OR ED PRIED TO wnsSERVICE , MUCTIOLLFEAR DRAINAGE TO BE ONEsEIR TTOO APPROVED PAMIRS IN THE SUFFEET RIGHT AD WAY MEN LEE PROPERTY OMPLETES WAR PARENT HUGE SPECIAL VAR OFF E POOR CRCLrE MALESx SIRWEIGN OR I AS DETERMINED BY THE CITY ENGINEER n CA 1lUE , PROJECT I SUBJECT TO THE PROVISIONS OF THE NATIONAL I HIS SLOPES MERGE), DIFFER, CEPTEENNICAL ENGINEER AND BUILDING OFFICIAL MI BE ARE BREED PC -- R€LDIRONN�CTON O 5,E -SPINFICATON! I NOME PRIOR TO THE START AS ANY PHASE OF CONSTRUCTION s A. OALS AT LEASTz< HE CONTRIBUTED INSPECTION SECTION Dore ROYAL. TIE BECTON MAY RE NOTIFIEDNn.A(6s) cwe GLEN HART OTE - COMPACTION TESTS SHALL BE THE REASONSIBUTY MIRED u RDMINED BY TIE ENRNCES °F ESTswEETERCITY I ^" CONSTRUCIDON , EN STREET PERMIT SHALL BE OBTAINED FROM LEE CITY AT BAGENSFELD LOCAL OLMICAIDN AT SLOT FILLITO PAPERS ED STREET RIGHT OF WAY, UNLESS SECURED BY A GINDIMMON MINT, SECURITY HAND ME AN APPROVED ENGINEERS CLIMATE FOR IN THE APPROVED A PERFORMED WITHIN LEE MERE OF WAY AND INSURANCE AD AENN a 33 SUCTION DOCUMENTS X AND M SLOPE RATIO MGM BAN OF DISEASES TO FACE OF WALL OR CLAI REPORT SPENIGAILLONS, AND GORE WITH HIS UJI APPLICABLE ALL ME MAXIMUM SLOSE SHALL BE 2% ALTERNATIELLY. THE CITY ASS AN R MAY APPROBE CURSING BEHIND LEE SIDEVESUP OR OTHER METHOD Ad MUNI ISLANDS ONTO ILL MERGED, ANN X TO ENABLE 0 WALK BUT BE SUREGGESED AS ENGINEERED LEADING IN ACCORCANCE PLATE BY ILL CENTRACTICE OF DO NOT STANDARDS CURRENTS Of ACUPEuawISSEE REQUIRE REPAIRING NOE WOODS A REOPEN J OF FILE CAUFORMILA BUILDING CODE COMPLIANCE SPUN OF WELYNI ORT SHALL BE CONTACTED TWO (z) RANKING °Ars OR ED PRIED TO wnsSERVICE , MUCTIOLLFEAR DRAINAGE TO BE ONEsEIR TTOO APPROVED PAMIRS IN THE SUFFEET RIGHT AD WAY MEN LEE PROPERTY OMPLETES WAR PARENT HUGE SPECIAL VAR OFF E POOR CRCLrE MALESx SIRWEIGN OR I AS DETERMINED BY THE CITY ENGINEER n CA 1lUE , PROJECT I SUBJECT TO THE PROVISIONS OF THE NATIONAL I HIS SLOPES MERGE), DIFFER, CEPTEENNICAL ENGINEER AND BUILDING OFFICIAL MI BE ARE BREED PC 1) WERE GO AX FABRICATION 15 FIRST MILES x PERFORMED ON s. Erv(AS THE PREMISES OF U PLOT WELDS > s/1c. s x REGISTERED woo ♦) aUILLPASS Anon LUG SLOT AELDS NEED PASS FlLRUT KLM s/1s" RECEPTOR PREVENTED PLAN (NAME RE , I xoRMu OOX UT. AND AL YS BE AVAILABLE FOR PUBLIC BEDROOM DURING ACCORDANCE m s) COBB AND ROOF DEN SELDs A BEG FINE 17N COX 1701 OFFERING SUFFIL FLOODS OF QUARBILITY OF SPECIAL GRA�t4 LEON STEEL OTHER THAN AGN IN AIG 318, xREPORTERS THIS BECTON YEACTION 352 ARE WOOD) CIEW oa. _.NFORCING FABRICATION IS STEEL RI niuRaA PERFORMED 09FLATS AND SPECIAL MOMENT THE PROMISED AT X A rAELICARN S. AND BOUNDARY ELEMENTS OF REGISTERED AND L SUFAMUCTURVALL RATES OF ENABLE APPROVED IN woux* COVER INDIGENOUS TO THE AHFA AND MAINTAINED ACCIDFILL ENT HEAR REINFORCEMENT A A ACCORDANCE ME ERICTHERMENINt SECTOR UTP2 PERA REINFORCEMENT STEEL 8,. SMALL NOT BE STEEPER THAN Tyro (y C AND INTUMESCENT ANN 1704:13 ESUBTANT COATINGS X AWS 12 A I WRITE MATERIALS DESIGN! SHALLOW FUUNDATLONS ARE ADEQUATE TO ACHIEVE A PUBLIC BARRING CAPABLY ONLY EXCAVATIONS ARE INTENDED UP FROPER DEPTH AND HAVE REACHED X ROPER MATERIAL F CONNOTE FILL MATERIALS MET URGE OF MERCK MAI UNALUES PATIENT AND �PAC�M OF DAMAGED FILE 10 FL&COMENI OF OTANI U. LAWYER CONCEPT ROD VERIFY x LAT HE HAS BEEN PREPARED PROPERLY I NOME PRIOR TO THE START AS ANY PHASE OF CONSTRUCTION s A. OALS AT LEASTz< HE CONTRIBUTED INSPECTION SECTION Dore ROYAL. TIE BECTON MAY RE NOTIFIEDNn.A(6s) cwe GLEN HART OTE - COMPACTION TESTS SHALL BE THE REASONSIBUTY MIRED u RDMINED BY TIE ENRNCES °F ESTswEETERCITY I ^" I , EN STREET PERMIT SHALL BE OBTAINED FROM LEE CITY AT BAGENSFELD EQUIFAX DEPARTMENT FILM ANY WORK PERFORMED WITHIN EXISTING ED STREET RIGHT OF WAY, UNLESS SECURED BY A GINDIMMON MINT, SECURITY HAND ME AN APPROVED ENGINEERS CLIMATE FOR I ENGINEER SHALL EXERICASE SUFFICIENT WPEWSOR CONTROL A PERFORMED WITHIN LEE MERE OF WAY AND INSURANCE AD TO MAIL RE PROVIDED PRIOR TO ISSUANCE OF A PERMIT M SLOPE RATIO MGM BAN OF DISEASES TO FACE OF WALL OR CLAI REPORT SPENIGAILLONS, AND GORE WITH HIS UJI TURE SAL, BE 4 1 EXPORT FOR TWO MET BEHIND ME IDDEWARRY ALL ME MAXIMUM SLOSE SHALL BE 2% ALTERNATIELLY. THE CITY R MAY APPROBE CURSING BEHIND LEE SIDEVESUP OR OTHER METHOD Ad MUNI ISLANDS ONTO ILL MERGED, SRUPEE ME IN PUBLIC RMT-OF-WE` 0 WALK BUT BE SUREGGESED AS ENGINEERED LEADING IN ACCORCANCE PLATE BY ILL CENTRACTICE OF DO NOT STANDARDS ED ACUPEuawISSEE REQUIRE REPAIRING NOE WOODS A REOPEN J OF FILE CAUFORMILA BUILDING CODE 7 MASON s. ORT SHALL BE CONTACTED TWO (z) RANKING °Ars OR ED PRIED TO wnsSERVICE , MUCTIOLLFEAR DRAINAGE TO BE ONEsEIR TTOO APPROVED PAMIRS IN THE SUFFEET RIGHT AD WAY MEN LEE PROPERTY AGE UP AS WHICH ARE SUBSTANDARD AN DAMAGED MET ARGUING AD PEEERCENT MINIMUMi SIRWEIGN OR I AS DETERMINED BY THE CITY ENGINEER n CA R PROJECT I SUBJECT TO THE PROVISIONS OF THE NATIONAL MERGE), DIFFER, CEPTEENNICAL ENGINEER AND BUILDING OFFICIAL MI BE (xa )x TO COMPLY ART HE L PERMIT TO DISCHARGE PC 1) NDnFlEL FORD ACT r (b) HOURS TO PACES RU ANY ELL MATERIAL GO AX 009 -DW AS AMENDED BY BIDDER 20HO-OVI AND MILAN CIL 3 OOL-DRAM) MI BE FIELD WILL STATE WATER DAMAGED ORBITAL s. Erv(AS IN SAGAMI AFFORD THE BEGINNING OF MY CANSTRUKALGIN U DETERMINED BY APPROVED METTOOD PER g°nFE AN DOOR OF THE roUIREEoFLAT A STOW RAL IT REQUIRE RECEPTOR PREVENTED PLAN (NAME RE , ir, xoRMu OOX UT. AND AL YS BE AVAILABLE FOR PUBLIC BEDROOM DURING g�'Ec WDO JA I WRITE MATERIALS DESIGN! SHALLOW FUUNDATLONS ARE ADEQUATE TO ACHIEVE A PUBLIC BARRING CAPABLY ONLY EXCAVATIONS ARE INTENDED UP FROPER DEPTH AND HAVE REACHED X ROPER MATERIAL F CONNOTE FILL MATERIALS MET URGE OF MERCK MAI UNALUES PATIENT AND �PAC�M OF DAMAGED FILE 10 FL&COMENI OF OTANI U. LAWYER CONCEPT ROD VERIFY x LAT HE HAS BEEN PREPARED PROPERLY I ENGINEER SHALL EXERICASE SUFFICIENT WPEWSOR CONTROL ENGLISH AND CONSTRUCTION TO BRUCE COMPLIANDIF WHO EHE CLAI REPORT SPENIGAILLONS, AND GORE WITH HIS UJI ALL Ad 0 WALK BUT BE SUREGGESED AS ENGINEERED LEADING IN ACCORCANCE ED REOPEN J OF FILE CAUFORMILA BUILDING CODE 0 GO OR ED DRAINAGE TO BE ONEsEIR TTOO APPROVED AGE UP AD PEEERCENT MINIMUMi OF AL n CA DIFFER, CEPTEENNICAL ENGINEER AND BUILDING OFFICIAL MI BE PC 1) NDnFlEL FORD ACT r (b) HOURS TO PACES RU ANY ELL MATERIAL GO AX CIL 3 s. Erv(AS U DETERMINED BY APPROVED METTOOD PER g°nFE AN DOOR OF THE I CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS ANN NEPAL OILS FROM ENGINEER . ATERI BE PLACED INJAMES(( INCHES PAXTED THICKNESS AND AT OPTIMUM MG SiVR(6) ACTED NT APPROVED METROD TFDA ATDIRECTORS FILL AND ,HE AREA NATURAL TOA BRUTE OF INCHE4 s . OF ALCUT SLOPES AN BE STATE BE PLACED woux* COVER INDIGENOUS TO THE AHFA AND MAINTAINED ACCIDFILL ENT 8,. SMALL NOT BE STEEPER THAN Tyro (y y TO xcnlzaNTULro°avEAO) REFUSALA O= „THE GFRMs OR DRAINAGE ARE BE ALL ELL WHITES RTHRIM(3)ASMnMa >U 0� gg t CCOAWAIES)ME FEET GATT ADD ONE AND FILE AOP°s (PH)E °EXTR�"N'G°TERRAIN SLOPES TOWA D 1CP°OF°CU.BT as _ ' STEEPER FIVE TO ONE (5o SHALL RE MAND ADD AREATO LY,ILL SURBINGURFG NN.Ax LABOR NO - 'FACE ALEGRE o') FELT HAaE,TALLY OF SHALL EST T SHUTNNEY ,NE TLL LL OF SHO SLOPES DR �L(IIEJF IPPER IN EXCESS OF EE FEET AND ONE o, GLOS°H TYPWHEN N CYCLES TOWARD TOP Of CUT L'bbkf: NORMAL SERIES -VESSEL GAC TREATMENT SC SPENT PALMS FLA TREATED WATER INS INPLUENT Bw BI EFF EFFLUENT FT BSEQUI UP SfiMI MINT NO NORMALLY SEEN SIR SPRAY WATER PC NORMALLY EWALD GP wUDYNE IPOINT c eaocwawU CLOSED 02O Eai EW Pu 1 VALOE OnITATONA AIR REUEFEE R PRESSURE S RUPICA OR AND O VALES RDw AFTER TCP TREATMENT PROCESS FLOW DIAGRAMS O SULFIDE TREATMENT PROCESS FLOW DIAGRAM DESTRIBUTON SYSTEM sil INF �� O �GOR�oe� ARSENIC TREATMENT PROCESS FLOW DIAGRAM 6.9.242 �P� O :_ r SSAC O LA IT O SULFIDE TREATMENT PROCESS FLOW DIAGRAM DESTRIBUTON SYSTEM sil INF �� O �GOR�oe� ARSENIC TREATMENT PROCESS FLOW DIAGRAM 6.9.242 to f t D PON TVN VIVO r i p \ anN cfi C` — uV on 11NF 6.9-242n"CBK13-( ocnnon .,- 7 r 23 /� `'� — — — — /// ? _ — _ — _ — = ARNING fs / - - - - W= IT E III ADS — ow Callagorepu dig - IN EDIT NORTHING EARSHOT DESCRIFIRCH %�,/, % 1-01 2 mrsOUT -31 /H/;// jIT%/HE105 2D20437 58 524Di75SIBEEI 31 VESSEL A(Z I/ 104 2AYzi 75 j24 /T INS SOCHI 30 A242faadlt DMY��2 /a _-- // 109 MST =S VASH" HAD vVz 110 2SAd4i ZI ED 112 Sdi /; ;� m RIBBED PAD Di 23123 82421 ✓. Y/ ED2ROB 31 Mg 65 VESSCH PAR LY I/116 SDI RJ B242700 28 aw Da A -1H7` 114 2UQi 621 38920 ED I 115 2320433 � 62442703341 3w 55 RASLLM u 42R A5 ACIDIC 79 3SEAD A PA TO 119 2320536�4 5242577811 38877 AC N= -TL,p zO ai 38975 STAND PPC UP ; i y i BENCH MARK RM ARMI MROGRAPHY CALARAPHY-PHOM IS NET) SUAWY DATA PROVIDED BY sMB E,seo LAI IS BASED HOW RECORD INFORMA70N RED TO PRYSCAL MCNIARLDLE"M — THR,STATE INS 1903 �Q Rd Nal III MET maw AS) .� THER s'a�,',sECRE N-- BE 5 �� ID WN D1 021 12 r IA{� x wEHW. - ------ —I--- — — -- — — — — — -- _ _ - -Al - � VIC4NI71' MAP 5920TRU�XTUN AVE 6.9-242 8 Z3 pµrkl,, PANai BIKE Li F -- -%�/ ✓LEN i //o7F 7'llPOINT #h201 202 /r 'A // /a203 /, /" ul nAl� IN SEA /ice 1 204 205 Le / z,o,a '207 PEF ELL EL ES/ 209 �211 /C/r / a IN EA 4 iO �/i212 FEEe� /yj -' 215 IF 216 NE,�K�LF GTE w @� �. �/ / //�/.,LE LF KERN. RIKR. 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UP) ASFHALT DO ASPHALT 62782 1 r. 064214 :2431 AN STO 83 (E) ASPHALT UP ASPHALT 0591 33 585,63 3243152 47 62431 391 78 3137 UP) ASPITALT n ASPHALT All I 112 Di EDGE OF PGANENT 0629, 0i �0 :�Z163 75 1 3 iii 6A 78 1 3078 ENE UP PAAMENT EDGE Ed AUGMENT O 64619 644,34 A243165 11 3W AT EDGE OF PA&MENT AGENT 62 05 AID 65 ENNINg 57 Ed 391 PAN E243124,24 39096 62�116 35 39110 EDGE UP PA%EMENT EDGE Of TJW EDGE ED 03� EDGE OF VERB 062676 06M 96 DGGI RENCH MAWS rna. �= roPY„! TOPOGRAPHY AAN 3 l INC ON Ai A. to REPPIR'e >V � OF ARMANDO D DUPONT. PE LENSE 7780 Ina BOUNDARY Koff D THE asfiElna n._ IFFORI AND& ON Id0... _ PLANS IS EN v o o� ouP v[ E[aN Nn IN GfnW OE DODGE ENNI r.. Bass rg mragil S..S. THE STATE GNPG N W+ESaao AIDE SYSTEM ED 198'iEa )I JL NO I JL TiGIVE PEM SHUT BENCHMARK LED PC ---- ® ... EENu FEET.%rvroe8j . F6.9-242 CBK13 Cf CNR4E o .3 oe RENCH MAWS rna. �= roPY„! TOPOGRAPHY AAN 3 l INC ON Ai A. to REPPIR'e >V � OF ARMANDO D DUPONT. 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THE STATE GNPG N W+ESaao AIDE SYSTEM ED 198'iEa )I JL NO I JL TiGIVE PEM SHUT BENCHMARK LED PC ---- ® ... EENu FEET.%rvroe8j . F6.9-242 CBK13 Cf MAMILM7 EE IVIS .._ __ k;11 A Ir///, ///////He I Mels below Y ' // Cell betnreyou��.BE l\ 2 1 j/ e j/ �. T �LA �✓ _ e 11 % — as oruo (s) vPUTTER as usc[ssaRr _ _ TO RO u i Cl �/ s /A eAlr FLA, R CONCRET]k CCONCRe`TFamtnv / / / 11 AAT ? '� � j�j T �AL" �� � �A R t) JUPAVAll PLANE All n ////�A - i /�. // /AP /i as g3 CL r//�// i ,.., ,�. �/ �// /TE j / ///"/ /� / (a nvxu. �� e ���ei / -._ ��, /����� O NATCHIJIYE'n` /'//�. __ // // �� Li - _ _ j%f� / % — A�11 A-, A/�ji\ O AT RI / /����Lo OD O ) �' // /'\ TWA a CONCRETE ANCHOR CONCRETE rz IMPEDVEMENTS ( '� )THAT ar " Z / D/ Q HI � J PHOTON ASPHALT CONCRETE MIDGE .. ® / ild�% j� b / o i� 1' // `� A fit owa_i :. R, A a ALT ALL 011 /A ////��i i / w 1 _ OQ (A r / -�a - -- — - - /� o� F E E Y oN ,, /AT Ti ) T AAAr T-� _ z�A PFiM THAN HE U A`7 A CALLS pOX�ATION - _ LO NI NO -- - DRAFT D By � CHECKED By IN = _ - _-_ - -- - - --I - - - _ - - ----- - — - - HIT djB -.. .. . ..-.,—..- .. ...-,�.� .... ..... ._.HE NO PROF[TN0 AVE - 91 wuxnµnrE PH PAP -FLA 10 r 23 CITY RECORD No. \� WARNING ItFRN. RIVER 4PRKWMY BY(E_1RNl 'A�•,,/' --- — „' I EPA ER SEENio at bel CON Lee /I \ (All eek E / TEL / �� /SE �///�/ST j LES, SPE ,.i } /(� TO/ Tell —� �- I PIT 55L11111 EEL �'L FMO(E)ASPHALT / // 7/'Zg, S IT // AN I LET Se Se Te IT IT .,.-_13<. � EMSIMc -Nre1 F ' 1/^ / /� lei /PS I I -AE: �/ Tr / d \ 4 c /// iNJ Ser , ., y9 �/ SO �CENSTRUCT PROPOSES NFROSEMENTSI OPENS SAN /CE.TTLEBAGGINEEIN nr..BACK OF NEW, auae rvaITT �� j 4 ( '/O N�� z BAN/A tPEIIE, Y/ t /r // y. �'�/// �. j%'�7-� ALE. IKERN RIPER FMKWbY SEA,/, �/ FF `:. 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D LIT LL, DO SO ADA , L' IPA / NOW BIT ASPHALT AN CA LTJ `e I G /SI �j/ 'NNI 10 CLEAN EDGE ALI SPEND ti CEJ \ / i PN 14 TEE O'SJ IT / $ b/°' ® SOONEST SOry PE 'HANDSCAPI1PITALT CCONCRETE / PARK WPGC�NTA AD NECESSARY T.Q Fe TO �� P LIE euaaue �j/OTHER OF JH, e u ANSONINTREVEN AGAREEDINUPROAGENTS J _ GNI/ ox ^ r. / oEuol41 Z \ / / J �L / Q j ITT IT / „�/ 77/ O ///� r._ - _ vWES l _ —.— �rE / a.a 6 a �_.. _ - - -- - AN SNOOPER • =- MATT CALN PREDICTIONnrE LICENSE P ES By --4 --- ® SALE AL10116 - 0 ----- 'KJFCT NO 214217eOl -- A OSE ANA ONE R-1 4DPe SCALE ER —._}r 6.9-242 SLEPT KI3-05 11 23 -e CITY RECORD No. os R ea„ARa �� B zXMI APPNOMlMPNPP(%FGFACU�.)l)% WI E �fED ��I ,OL _; Fa �aLz GAI n P of —FG .oa � Sas 29 a1 �\ TRANI Af — c 31 PHASE —_— LIP PAN R CI ED If PJI "CED P 7 6.9-242 "`CBK13-1 _oI c zf rvry emnon w. 12 23 8®� ® aLo 5 31If —IIIRATIIIIIIIIIII�I ;,P / —FG .oa � Sas 29 a1 �\ TRANI Af — NOE PHASE —_— ,. PETE,If Rre,o ��,+as a Pere Ph _ - _ r � z I.O MI PON ELECTRICAL PIS � , \A DIMENSIONS ARE FOR R�wwMIL.. R TO OMD -C3 PARKING Aa. xaa�Ox.w 'ti CONTROLPRFOR FEALRE LOCAVONAF T/ PIT ADID / _ . ��T, — _ — — - - _ onh ai e TRANI Af — NOE PHASE —_— END JLL Plubl EAU R CI ED If PJI "CED P 6.9-242 "`CBK13-1 c zf rvry emnon w. 12 23 NFRp1 R64R,pARKWAY BIKE TRNL U -- - �✓/ a/ j% my, Ees meDo the m`7 ,i Fe///ftufau /. / "Ce / i//Em Fa �/ Tell NED /,/ 2� me me _ ��j —�ell 'm im � �Alappleb�� �i" _ a ;/e CATCH HE E e in j me /fa of �/ / re 11 mill ,TO / / Am Fou r TOr an F J% 10 Dole / d / APER o HE/ ri hat A /Xl'rp�'Oe m r / / %mv ? i j' � �" / //� '" Tel ll ARCO I /I lee �� A Bpall/mille mr /�rry j / / ' / OF me �/� KERN RIMII3,.PARKWAY (// A�E //R//.r� KERM.RIkII{PARKWAY / fa To To by, 1 me h 11 le in per Telf 1pF, ye Ne BE MATCH IF) /I to pol I �C all/I AN th m nor/ A l u/ H 1 � o AS AIL 78 fa ac'ej // e As No ETell / file Ce m e AS All 81F w /f ell lic,g a /' me To/✓Sao FORMA IF ARAFROMATE / he 7 / Al LFCC ✓ TECAREaol no , r RReRmum _ -- - — _ - _ — — - %r ---S,, rmet (J _ _ __--- _. ; —effect Few lea cree Am Or —11— No _ .gym— TRUMN AME It 3 .=mac«.- elo—al MW eu so ES • Know r below C Ilbeforeyoubie BLE A � 1 LOS ONE TEAM me iYPe pe CURB 32-4 10 Fe83-4 41. Case A driveway section iyakeely NOTES: /:' /.' /._ C4 /,' a' - /r .' JORNA: My 7NT7 BE DOW OF 7 JD X -E 0 exane for curb hi one 10 whole ' dopeems are be need on curb slope. " 3. Nial end romp thare 'T Q1 driveway wareall 4. Efffl In coal a -He 0 saway romp and the a used 'o Reduce d-ivewry romp 21opee not f After blood, Whoward resulted. S. Minimum whano of slash pres6mempoy far MISI 6. Rate re One 0I Of Gunatruption element may be nondefense for ol Trybolay came Award in excess ON A , 7. Are HEAD pi rally 6' Curb DEEP are NOT Al Pon Glass snail not coal 1 of call Ate He CALTAINIA DEPARTMENT OF TRAWSPORTA'a CURBS AND DRIVEWAYS W SCALE A87A DATE C1/8/w IN ONE wit ACKAT NA IT DJUR mH Le 6.9-242NAELI rami_ 14 OF 24 wnawn'c __— - -.. - - ,.,.. IS I m DMILN-C c / BMAGIRIONALARISOTOPES: IHrRF ft RMI MCI (eERESFRD . POESPH T°NAPA / EF Es ITT IT L PROPERENT LABELED T AN IF ' r�m I._. RX mr'n�Eaw �nCnTnNsx �� RX ,AN not IF F� � 1 n -�' --- _ - hX ALET f IF EY YC j 'S i Sri FIX — - - �. LE IT LIST Rk - -- EB - RIX NO AM PASS A ,roe ee j/S//AGE �, *� /,d j=w a i�' - r o > ,EN, =1 Ng��„ �` TE IF//%" /��DIP SEEFFEE 2% �N yE T FEL, 0 _ IF F Ll t IS at— LIt / i i 1/%� r-%WIM ID %, r E. E - UP el;l CEA PAN IS a �/IF ��191� - -- - ur, rrrun Cw+sTwi -- ---_ j D� �E /// � %j i j� �1� yIT I t� oP NF PC �N POGR.»n NLE PPE APPARI PEOPLE IRON PIPE G) EL — - N c BIDS PEA EFS NN: ELE11 � 3AG P `T OP REINFORCER �N� E PPE ; /r'/. , r MAP �D�= STEEL PIPE o BNLFRNENFBBF PORT SEE FEAR NO,6oNMEET EST FEE RNNGSP� ������ % r 3B BEHALFME ELEMENTAL PRESSURE �� /i �r, l// �.18, IGH mD�R LOU, , - - R �CKWM ® SIDES DRAIN DRAINAGE _ T w sD SHOWS Dnnn ensu FLIGHT STRECRAE e 1 / l n — U e� SLE DGANDF � '- - \ � ET / / 1/ � 2 _ - -At IS IN CL � „HARE NEAR IMPACT ® srANDePF 8�' _ _. _ //� Z 1.. � - ESP,— AN AI AN M No NORMALLY Cpm 1 �� �— ND NORMALLY MEN A N A°FGI FIE P0 SIT E OUL,R,B,ALNESEND O S.MPL:STAION ` rr % �� DIPILN—=DIPWtfHE — a T/ 8 DIETETIC SALE SE ALF ALF �NaNT O SAMPLE TAP/� �ti% ------ N ' I MECHANICAL ABFOU MOUND PEND _ �NCI,SP..LY�PIPE n� PIPE SUPPORT �� ��V — _ — ---- /./T� ND �. y BUTTERRY PALME ESPRESSO TREATMENT SHALL © ( Nro NES PPOURTMA�NNGBE - - RAND �m ,, MAXIMUM SEISMIC MANAGER ABOVE GROUND BEr O NL TERFLR OAL / BALL NOT a� ,R T �� FFLPUNR v i PIPE SUPPORTS r �z e R CONTRACTOR TO SUPPLY REDLBER REDUCING ® — _ - -� HOFS B« RFLLLBNF �F u NECESSARY �R f r /�r r ALL PPEAM,RANSBFNNREGARD�SOF © �AN�OULFONGADAPHOre _ / S/1�/�,� - — - — — — --- O� RNE,sPECFCALLYNU,ED. CI,NHR , OFFICERS RLBLBNS HOES OR RmLBNG p N REDUCING THE — BROADDOE MAYBEHYRTOMORSELR PPE i =,IT - ' / � - - - - as ®GED. N REDUCING CE / + d - - _UGGN PAPER AM AND MATERIAL OF FASTING P r»,: BUBBLE - - � � - -:_ '�.- � - - -_ - BILL _ILL ON HELD AND RECORD NFFRMAIaN BY OTHERS O IRON USE -- - ^- - -. -. T--- - _ -- - -. �e N704 S CONTRACTOR SETTLE HELP MEATS ALL CORRECTIONS TO) BONS MSBNG MATERIAL DURING � , AS NUBBLE R«. ELBOFOR Ws. REFER ,OF� wEssEL AND VESSEL ® z +R HIGHLY ah RELBOWI IT ALAN HOTELS 0 12 FOH BUBBLE IRON PETRI BM ELBOW i eO DOCILE 90 DOCILE RM DRAW P P "'ESEEG AUTECARBON "Y'I'M CON TRACTARM FLOW RATEON on VERY JOB NO — _ _ TINSITON AW - UN ACT A G I FEEL FOE 6.9-242 Am IT C' UI?AI I w, 1ICBK13-C9 H\ N u ___ rvry xrnon u.. 15 C r 23 P P "'ESEEG AUTECARBON "Y'I'M CON TRACTARM FLOW RATEON on VERY JOB NO — _ _ TINSITON AW - UN ACT A G I FEEL FOE 6.9-242 Am IT C' UI?AI I w, 1ICBK13-C9 H\ N u ___ rvry xrnon u.. 15 C r 23 JOB NO — _ _ TINSITON AW - UN ACT A G I FEEL FOE 6.9-242 Am IT C' UI?AI I w, 1ICBK13-C9 H\ N u ___ rvry xrnon u.. 15 C r 23 cnP IROR ©I CHLORINE PORT FB� 41 RANDLE TAP YFFA FRE HOSEANCLF ®A �M RPT.RALE RR; a aREOnOx OF FLOW f 12%12%8� DJI IRON OFFERING FEE LEE RELOOW O O ,z 90 000n�IRON z,RE DUCTILE IRON REDUCED ® B sO OOCOF IRON ELBOW ,Ea ,z On ROD Fgmk_ 12 I ,zr y � C"a— O �� �� a -nP OR ,zR ER � EEL M sr ! tls DOW FINISHED GRADE JAPF APPROX. RIP /7 TETT TO �/7/ �'. ' �T:� l' /� l /� / �j /l//?AIR i IT ILI �7 / 1/1 Z EO 9 OVERECCAVATE e tf) An BOOR FOUNDATION 'ter:. 'i i . ' . ' ' iLIT �1 �/ ,: / , AND BACRFO MTx i i , . ,' L i i AA 6—B Kr—C 3 A V co SEC "A—A" x+ SEC "B—B" j SEC "C—C" NIT C)=V €'�e > oF PAZ � ;e\: i FOR a d a SHT ONLY A« THIS ON L�NSC NO Rh%A INFOJRPNAL DAM Cl/ RE B �Lq� QM 15 6.9-242 RCJCE00P-AAS EMIT CBK13 C10 16 D- 23 CITY RECQRO No. EA�p /8 3 s SS: [ as 12 Ml HCR' xm-s�wmrz PROD r.MJ RE 5ED Vi EI _ _ 4 W E WIND TOP AND RM WITHIN 31 VON, c �HQR QOLTT � iMINIMUM fN HHR 9A HE.R N +'E EL GAC VESSEL ANCHOR BOLTS a�,°M INFLUENT - �, it x E off 0. 3 —is sAaawnsi To ownx GAC VESSELS PLAN VIEW -' —31 EFFLUENT °x .°APm (,n) %:: GAC VESSELS ERONT VIEW x EA- 1IW113 3 o+ NOT roSCALE VESSEL PIPE CONNECTION - !� Tgl/N ONLY INFOR 6.9-242 EA- 1IW113 D1. +7 s 23 6.9-242 PIPE /2' NEOMENESEmP T We ANN C FORECAST WAR AS d Aa ac /A mNG" DATEM GALVANIZED' PER 1/z'.xz SADDLE _ it EP,x PFa s __ t CUT 12 0 OPENING IN�� WARR esrn®Dw �'�� ® EN ® APSUP �_ UPESIs it n o17 /"I B 1 B 3mels OF ae wR �.Frll ) L. - /asn 2A SEE STEELti SUMPAG FEW EL ITAFT DETAIL FUJI :. k sTa BevE_ED €_m % TO1a.reca NOTES '..' BAD NUMENAMS TM!. s..nula AME MET / APPLE` FARTER ENT COAL S. NOTES _. - - BACKWASH AN ElEAGER, CONCRETE & xr /x NO ALIT THRIFFES MIAMI MEET FEET 1Dt BADDIMENSIONS LL BE arWORKERS P8REM_£ All o rMB pw UP it05CLE 3NOT TO SCALE AIR GAP SUPPORT oa 11 AIR GAP STANDPIPE ONE SET OF VESSELS us TWO SETS OF11 VESSELS L to CASE 1. NEW SANITARY SEWER MAN INSTALLAPON (AWRES 1 AND 2) BASE I NEW SEPAL R M. AN ZONE m A sANTARY WALE MANS FARAUEL TO WATER MAINS KRAFT NOTBEBE PERMITTED ONLY) FLOWING DBMS OAF zDxE vnTHat FreaR xRTTw AeFRSVAL FRUM oxuuns WARP nrvo aNE 'y" z ( ONLY) PUBLIC WATER SYSTEM' L ' 'AE "' umrvm B IF THE WATER E MESANITARYWAN SIWx BE CONSTRUCTED OF P rl '\_ A4P TE (-: ACEs) T (zee wEs) AMAK (I: ACES) r lEc 4. 1. CES) - . " Yh OF ONE ,. V—I4—' // 01 PEE I FPER RLD FON P MS �W,A roots gaSREI SOA WEN — s� _ FROM WELL h — — I N' < ao xED PFE WTM A� TEo ASN ORECERTs ME ,� ( r 3EXTRA STRENGTH 3ExmA WON �_ E L 2EN p . �_E - "' ERPIPRUBBERncUYNFE JOINTS CUT Euu vnTxnP 6 nB�oMCENCRETEPDEWINCOM��D) PAT ns x.D. AMEN �WERMA,a N° N �ED��E FSw PPE WIN COMMISSION EBmm sd A IF JOE WATER ARE SANITARY OPERA MAN DISKS NOT BEEF THENEW wnTm ALOE TO Pt (3 Puma REQUIREMENTS FDIC CASE 2 ZONE � THE SANIFEMAY SLOWER .MAa JOINTS WITHIN TEN rat FROM ETTER SIDE OF LIFE ATCR MAY (N°ZONEHAW C) AND FEESHOULD ME CATALYSTS[) OF ME OF IFTE FOLLOWING l 1, A CONTINUOUS BECTON OF REPLY IBM PIPE NOT HOT BITUMINOUS mATc BE g^ �DIP I oGE Q3I zaE OF THE EnNEO DFr«,B1re. DM 55mnW awil D IF JOE WATER AMN CRECOMA WHAT LIPS NOT MEET THE FEE SANITARY 2 PAUL D REQUIREMENTS, LEE '°"Ei° 'LLIE rw AS g WxxEDrvEOAND BE �iNTS L Ef GET UP ronrv) GO MR PIPE WENT HOT DIP BITUMINOUS AND TANTO ALL AS - � ,m a BYsaB EYE EF LED J.A SONFINUOURS SECTION OF CLASS S(DR ) PIPE FDA FCA GRISWOLD EMEMB) FEE UP PIPE BEINGC E "3 w o PRESSURE4,X CONTINUOUS BLAMED OF REINFORCED CONCEETE c WWA SOS> CENTERED AMA DOE PIPE AMG MOSSES UPTo n wrnER MAIN 6 SCAM N01ABOVE NOT ro :OATS WE c s 5. ABY SANITARY CROWN MAIN WITH A PROBLEM CLEEW FIGURE 2 -CROSSINGS GROUND WELL DISCHARGE TIE—IN � UNDERGROUND WELL DISCHARGE TIE—IN CASE 2: NEW WATER MANS INSTALLATION (MGN D 2) NEW SLOWED MAN NEW WMEATER AMN NOTES 20OF SPECCAL XENNIMINTION! BROTHER) FAR WATER GAIN a s�ROCTEs l H Yfd RNBaTce e WHEAT PRIOR reNNNG MATER E BECOME BOOM TO RANT EARE2WN0 ,4 IF LIFE SANITARY SEAMER MAIN PAREM THEx m WATER MAIN CAE 0- — — _ --. 1 ZONE AREQUIREMENTS, THE WATER MAIN ME CONSTRUCTED m ONE UTCTNE / `MA _ FOLLOWED; E BERTS) ISI DUPE P .1mx ry SBEER i�WnA CAP), i 45 % :app TTiP i I 2 3. owm BITUMINOUS IRON PIPE MOD HOT DIP w mFss � — RM .. MEN THICK MELDED STEM PPE; cErvzrenroM >Q f.aLAAs 2 wATEM neE(Dre WWA csoo PER A ESOUN p — °�Nu FUJIME a< ND a CE 0 (CALL AN CON2 AN CARE) - s� o� � - A EPA ORPPEGZFS C IF THE SAFFITARY ARMY WAIN FOUNDER AREMBEtHE OLEMEETTHE / L GENERATOR ANSI DESIGN WALE BE E AMA Wn CAPE 1 ZONE G REQUIREMENTS, THE D`.n MAIN LN CE ; I d� FEET MOM ETHER SIDE OF THE v MAN (IN uEN AN)CONSTRUCTED OF ME OF UP FOLLOWED f- ��:FME 1 HOPE PIPE ALTO USTANT-WHIM USAGES (PED AWB .LIT I 2 DUCTILE IRON PIPE NUNN HOT DIP C APPRED AND WRAPPED PEAR m l NO F CLASS 2W PRESSURE RALPH PER WATER S OR �L CYLINDER E Pa AA A D� T�704 I DRAFTED BY I SEEMED BY MOAA AM CZARRETE ), CENCRE ONJOE[ B EAM Pa s�B BHD xGENERATOR 0 IF THE SANITARY MAY MAIN QMSSNN BELOW LIFE WATER MAIN DES NOT MEET THE REMUREMENTS FOR CASE 1 ZONE A JOE WATER MAIN FIGURE I PARALLE1 CGN� UCnON OL EIGHT FEET MOM ETTER SIDE ME LEE BAN TARY WAN Ww (x" E DA AND SHELLS NOES PAD BE coxsmucTEn As FOR zaxE D PLUS ARMEN ANCESSI ED SEARS. _ ITANWASE n IC ZONE T' IS A E _ IT / N Y S TE.os .. ,.. NOT ro STALE BURNED SWI EFLU MNA cDOF a RGPOLZLC TELL 22 ::. 8 2.. INSTALLED PsTI voIN MAN OWn. ., 9 6.9-242 L.A AF PHOTO WATER MAIN SEPARATION � NOT TO SCATS MANIFOLD TIE—IN w T TO scuE Cl7Y RECORD Na. 18 23 �+ — UP STAlNCESS POLYETHYLENOME o �NE��POLL MANGUM WL xss=a'a/IO GAL P+m TNUws A SECTION A-A 9/16' HOLE � °� E0IIPMENT SCHEWIE SPACING S +5 MAX 5 TS zNG (z PLACES) y51� 1' '� �� - - OL TRIBUTARY PIPE LOAD VELEA a VAL PAD t 0 HAW GNP GALVANIZED Alz� E STEP) w j 120 SOFT SUGAR F�A.SF UNPAVED: CRT Are AREA CALcSURFACE ��NE ✓�Q Iz-I BLEU � _ O _aT 6 PP CABLEBLACKS 1�//22 FOR U-BOLT (2 PLACES) CENTRAL BEING ADAD IRS - e Fii liGPM ACRYLIC FLSVE,EB BULL i/+' S¢ =/+s B EMcVALVE m UI /+s 81 RISER Pw wOP N sca TRAI _ALx/ 46 1-1/2- EGGS TPIPE TO UGH GOALS ROME E N LSHAPED 2 P xSiE IN RATE BOLT OR 5BA (EP FAX PPE ENLi) aL uErU AROUND TOP a PPE-Tw e " wELOm STEEL sng SHAPE SADDLE US MATCH. vP�M.. m. YE I T ..` x°r TO Sam GALLAGHER CALLS s PORTUGAL As reEDUR N Pmo+oxsmoT NO NOT p — PIPE SADDLE D+ ON—SITE VALVE & VALVE BOX NITRATE ANALYZER (APPpE9 ]O FBR-Iti) —.�P1325 CHANNEL 52. CMI AR � MV STREL EIGHT LINE CUT CHANNEL AND / / A PIPE AIR i rears auus) m 5 Ncs ASE VALVE A, PNECESSARY O E a OOR COME �/G��AS WE MIN MAX ALTERNATE - �� ! TYPE I BALL vuv E' °< CREsLET aPnars r,T a/+A n z / / - TEE AY SALVAGERS BE 5 %l EFEE THREADED 0 11 - USE i; /;7- ' ; TOY 1 BALL VALVEASO m � E5/s ; MUD PUTT° PEPSI - — 15 s5/, NEmm HAP CANCER! - Rk �R� i �/= CAST IBM TREAxNGToTHREATEN� =+B s ANCHOR MOTES EXTEND ESSTFA P aPE Pm 5w, (H)HILF L� STEELMESHVANEPDGY HIT-RE RD PLACE TEFL AG BE,� PPE AB SAGNLE R, L �H) -�� LONG IRISH PUMPDUHARGEDNE �REEN � SNDP AMAN IF E) RAW Nr UTx�N�ENEAL WT Q' INDIO 3, EAZBAxEa EACH AIRRaEASESZEASNOTmONPLANS. MEET LLB a°a s�1 FOR PDrere N aoE:E R OUTSIDE TO AR w m°BETALB�BN�B. 5 6 �PAGGNGERPPESUPPOR 7 �m°rOsaa o0 a NO LLNO TIERED PIPE SUPPORT LOWER SUPPORT TIERED PIPE SUPPORT ADJUSTABLE PIPE SUPPORT AIR RELEASE VALVE ALTERNATIVES NOSES LANs _°•— :W TY. TO G EN TE LY PRESSURE TRANSDUCER SEATS ON RO ELY WALL BE lXG-, q ET FOR )RE PIPE STAND(PEKEI MOUNTENTPUBRARCKEZ TE1I5ATIoN ONL — G PUNCHED OM� GAL Q ND ���f I �� o= s INFOR GAUGAD E ADS DEUTSCHEreA® �o of I At 00 ZL YFlRALYA, PRESSURE TRANSMITTER SNALL AS TYPE I CALL DALLAS L rg, R, GET 05 AN 12' Oa RE R ABRADESIGN FC9 Ere a. STAND2-0 PIPE 18, -- _041- Ek Se ABOVE PAY � LEL N; E «ti�P �� PRESSURE GAUGE NA, f SUPPORT - Sia NR'° T ' CONTINGENCY. DETAIL-NCT CURRENTLY USED ,=E a VHRSELXF -rr� __ HAS PPnRTPS - 4N vONSE4.PARK) ,.: cwcreETE vAe B 1 9 x r TG I G OF E sSCALEN° I I m SGA.E T L6.9--2-42 �L u° D4 TIERED PIPE SUPPORT FOOTING TIERED PIPE SUPPORT PARTIAL FOOTING PRESSURE TRANSDUCER AND STAND 04 LY7Y RECORD No. Is sa uervo WILE nec cgwmT°N. OLMEXP D HE US wlln NOTES Ta NFN, a auvuwo TA C r. - Ni INJ 3 [GI Ai. SHALL BE sZF-f ab BE ucaL VECTOR v AI ENABLE D, ASKEWLY ON APPROVED 91 RE k• PIPING E BXB tl+ TRUMP, - suwcssBLUEmow%uor ua "Azis_ JA (r`a NON HERSELF w AT AS ROM. AS RI BELOW NOT < da ADS NIPPLE , E RooWw , a�mE/.ro —�� ARA P R 1 -v=' EPKC N� m Ba CARRIER °!R m&N° MOM Nwa mN sm sTnNR CHEMICAL METERED — — `< UMP AS NOT T°SCALE TYPE 2 SAMPLE TAP NOT TOLE CHEMICAL INJECTION CHLORINE INJECTION PORT lw MaEAALT WWaAD lo Alla, LAVER F WL AS O"ENNnLRR MRP ay) NVER APO SAFETY mRN 9� ZINC PRIMER rNff� .,° wROMRFRN.Rm�n I�, T ON ONLY SNALLED TgIS AT PaR,o TEGUALEIGHT INFOR n' I "S z:.7a-NT�NIEE PRaPER..NN!ViIF 'A' 2 B-CAMPOUND SLOPE POR MIA NIDI e! OE R°MPACTEM PER AM D1557 _ MAT MATIETUAL DELETERIOUSBACKFILL MATERIAL m RE f EGA Mo. TO EXCEED METERIAL LOOSE) LAYERS, SNULTAMEPOUSLY OR EACH To mna[h b PLEADED aAaw u SIDE OF ME PIPE IN SUCH A BANNER AD NOT TO ACA OR DIALM ME PIPE UP IT ALLOTMENT OF GRADE, EACH LAHER SHALL IT HLY CONTACTS BY MECHANICAL NmLmm CE H19RANT MANIFOLD CONNECTON MTLLPROPERLY CONTACTED TO BREADTHS PRIOR TOYMARF 0 HE TO _ WASP ASIBUTY (n TRENCH NE - JAPAN MATERIAL 9 DO% RELAPSE COMPACTION PLO ALM VEGA ✓ REFULECROF BELOW ASHLAND_ BACKELL ME FRENCH ZONE SHALL BE FREE HE UPLETTRIMS MATERIAL ADD LN sEEL Pos ySTRIPE ACCESS EXCEED WE �() o caw uvR STALL e4 uoa°urNLv coMPncrDAT REL RKX12-A, AS REQUIRED By DAMMAM ,AP CL ZE AD 4�0 By 1 40GALWONIZED AM AGALVANIZED "* PAINEDOR °R G WHARF HYDRANT AT —I P RLOPE To DETAILA ` ° - 81 SRI WALL mLL. MRa,mR DRAINSLOPE 10 "• s"TAysC- o FG FG w "4 SUGAR 0 (TYPE c ER Nom�GE I p 0 SLID 40 MEL PIPE el 36- LONG J 4 1 AR , A` ,GE I w®Mm cacaeT RNx® A" Ads ELI w - AD ME 3- I y CLEAR ALL— FaN oFPnRTNlrvT OF E ,gy . 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NPa t.FJr 6.9-242 CONCRETE PAVEMENT SECTION aff RECORD No. 22 23 EY� EQUIPMENT SWEDIAXERGRDUNAABC LL 11 TA DUGALVANIIZE 40 Euc ED - S HOPE R AL YE _. ABCOEmo OTE ANVEEER TO Mac PIE O SERVICE FLY H-134SO SERIES OR U(SUAL METER. NS R CENTER AT ALL BENDS CORPORATION STOP. I' MUELTER BRENNAN OR EQUAL 0 0 0. s _ . O P EAGER RAFT VALVE AD A NP MUELLER B z iBRx BE Eaaz * © s BASE HAPPY - wsuLL a°.Eve PE, FOE DICTA z'. PIM FORK PE t -' O _ O VAULT & COVER, SHARPLY ROSETTES[) OR EQUAL 1- ❑ O o 11C ED 304 AS TUBE13 - Q yr x v. REDUCER MPT x BTS COMPRESSION NTnNG O ONST CAP w�n,rE - STEEL sauNCE�CRIPMD, 4�0tl_YIEY 2PLA T iOD SDa AS nOr ° ° Fir 4 BALL auk - w p O �/ L O � _-- Q �/2 GDMPreESSGti Bmxo .MPT ARMORBAST aB . Tr —. PavMER N,wzT AND COVER �>En _ x 1/2Y TENUOUS LOPE AWAY FROM TOP INSTALL Fz ELL METAL. MAN MOON OR A .VTABLES EE ._ .. 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Yc STANDARD BEAT NAME CALL WNH L S 2- MESH CHAIN LINK 15 DATE 01,18/18 G„ ARRC LENGTH AS PORTS ABO 8 MIN FOHLLI NO 214�1,QW Gnx_AFGHANEASTERN— AH CHAIN 3 A STI 4 PEC'F DR° LLNG AS 6.9-242OF .. TD11 Qt+ CHAIN LINK DOUBLE GATE �++ CHAIN LINK SINGLE GATE cirr �caeo NO. xa za