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THE tO41PLACTOR WALL NNGF� ALL Url ALIFTNEWHERS OR UUTY COMPANIES TANK RUPERT IN THE NAME Or THE CONTRACTORS INMERGE TO EXCAVATE PROI TO EXB"W FACTICES AND LIFE CONTRACTOR SHALL MISS THE LOCATION, DEPTH, ANN NET AS ALL JUT US IN THE WEAK AFEA, THE WDERK ISRAEL NOT ED COMMENCED UNTIL THIS CONTRACTSM MAE FIRST BAN 4216 OF PLE WCANUMT LOW 2 ME CONETER/I MALL OBTAIN WRIEFFEN AUTEMIZATON FROM ANY PAYMENTS DOM RUNS HIM RUMORED TO ENTER HIS PROPERTY AND EYE PURPOSES AD ENGINEERING FIRE RANCOROUS KUNNEED ON THE PLANS ABC NARREQNS THEREBY 3 CONTRACTOR WALL MOTHE AND COORDINATE ALL RELATED DAME 4 TH NO ASSUMING AGENCEST 1 CITY OF BASKERWEL) L CALEDONIA WATER VERNON ED, 4, BERN -DELTA WATER DI 5 MAP 7 AT&T All MARY OIVR�TION LGETTIT BARS AND MAKES COMPUTERS WALL MY KEPT IN PURI StRACE WRING THE AWK AM LARGEST PUTS SEAT RHOALT IN SCENE EXCEPT FOR LESS FILM ME WEN SCHEDULED WFUT-I WORDINATEM ON FINE ONFER ALL PUTS ON THE ESUFFE'L OF (OK -O MK -5. CEEK-N, Ml L-2YEA, ME L-212 CAN BE TAKEN OUT OF DAMAGE CONTINUOUSLY STARTING JANUARY LET, 2017 PRESSURES UP CEMEMACH WRAFTEMON DATE FOR THAI WHAT MICAUFFIN OFTEN SAN 4 UPI MK -m MR -41, �205, ME F-212 SHARE REMAIN IN BUSIER PERIM GTE EGYPT CONTEST EXPERT FOR SCHEDULED NOT DRAWN MOROSENESS WN TRY WORE FASTER 40 MORE THAN GNP WEEK DECADE NOTED GLUMMEST PAY LED SEARS ALL STRUCTURE PARTIALLY ADD DEBRIS BEAT BE ODYSSEY OF BY LEE GDNNHCMRr REFER TO EVEADA AUDI PACKAGE GAFFE JULY 5. INS WIN AMENDMENTS FOR GAS SURE' $KID PHYPECAl SELI) ASSEMBLY DESTRUCTORS. AND INSTALLATION INSTRUCTODUS 2 CONTRACTOR SALE TODW-UP EXTENDS COATING OF MANUFACTURER HUNDRED KAMUS AND PIPING AMOUNT SUNNI UFF-WASING AMID INSTALLATION e;METHODS PIPING mPolx N� TMPROPERTY dfro6 KRAFT 9E BLUFFS IRON PIPE tONFORMIN M' ,)ALL WERE GRADE BINDS, : ,NCNB AND TREND SHALL DE SODIUM CRY 2 NELDE, SEEM PIPE MET SLURRY RMRDMw° PIPING�M" MANPOWER LEE OCCURRING i; of WAY MYTH BE'.=� 6 WAYNE , AOaa RxJ� MATE FIBBING INSIDE OF BUMS COF Nnu CONSIDERINGTO RECREATION Pial c z' war's' n ASIA LEE SNOTED HOAL BE vx-xxLE ,D PRO WATCHMEN SIA°.IHSNALERLL CANSPECULATED N INCHES W�WAOTHERWISE D ,Ds,. MP. OR ENGLAS All ON WE PRESSURE WENT IN eCUUMANCIF WCH DEFECATION X Or 00 PARAGRAN 2,19 EMERY MARKS WILI NOT BE ACCEPTABLE, M Ess (DAYS CY) SHOP B °EQ PPWOULD ABO O BRUTE TO 9 nss m9 ixfnma, AMERICA -AM CAUSES WALL aF DOUBLED Ntm A LOOKING SYSTEM GAP AN s NMCPS LOOKING OPPI CAP LE SPACE BE DROPPED wm S LOOSELY DE"GE EDN. 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ABC GO UP FREE WAITED BY FILE CONTRACTOR PRIOR TO CONCEPTS MALL UUMMOM TO ALI B ( MOTORS _Fo L"N� ABDUL WWL BE SNAKE NO GREATER THAN 20 EMT WART III CISSUCRI MIXING SHELF COMPLY WHY I ASIA ENT WENDY HE THT CONTRACTOR 3 SAFETY JI AS MOM N FEE MANINGS EYE ENGINEER STALL BE NOTIFIED WORDIGUYL WENT CONCRETE MY DEPENDS SHOWING FEE -MATCH BY EMSTIOCTION 5 DO NOT SCALE KAMEN BRITISH DRUDGES WALL NI PRECEDENCE JOINTS AND OPEN TYPES ON JOINTS OTHER FEAR VIEWED OR WANTS ON CONCRETE SEAM, PADRES ODAYETROL. JONES OF UNCEMBUTHEY SEARS PER 01 SEATO MANAGE, FEE DPAWNCS RM FAVORABLE I BY LED MEMBER BEFORE START BE 6 THE OWNRACTOR WE HOLD SAUDI INDENNIFY ANT) DEFEND WE CONTRA STARK ON FORMS, REINFERI STEEL OR PERNAD CONCRET, MY REPRESENTATIVES WATA CONSTRIAMON WALL ED THE NAWNEM IT S SONW-TANTS, AND EACH OF THEIR DEPENDS. EMPLOYEES ADDIFFORAL NORMAL M TOPTIONTAL CONSENT STEP JOINTS WALL LANE A AND AGENTS EARN CUT AND All LIMPLIFFE' MAKES. 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AS MAY EMI M Y ON ANN ATSM MAINE Dx(rr- GENEROUS,') UN OUGHT SOME PIPE AD �AI�D ux�s WENDY BURDEN, >r Wsm coMPLr ASTM AM MADE A WYELFED BE MAECTED HE FILE GROWERS, AN A TEMELY WARNER, PRIM TG scrrROD REQUEST WEN WITERENT THAN HOLDS ABI NOR TOM OWN/M NESTUALLATEDY, ANY ITEM OF A DIFFERENT I FIT WILD r TERMS PRIOR WATTEx APPROVAL MAY PAL ARM MAIMI FARRICKHON AND ORECTION SHALL BE IN MIN WEN LEE MEN ENTER OF LIFE ALSO MANUAL AND FEE MYSELF F STRUCTURAL SMEL DETMING BY THE AIDE, LOU MY MADE WI WAY BY ELECTRODE FACED A MI IDENTIFY me6rN y y RETROFITS)THE CONTRACTOR SMALL MOTILY THE OFINERS RUPRFSENRI 48 HOURS BEFORE STATEMENT OF ENCOURAGING FOUR AMC CARCURETE GO THAT THE GERMANY Of EXCAVATORS MAY BE INSTALLED BY FILE NFORESPONICA. ENTIRETY THE CYCHECHMICAL VINDAMEER AFAF- POPPY SACKFUL MAMMAL, SAMPLING PROCEDURES AND SOIL CHARACTER MGM STRUCTURML DEMARCATION COAL BE BANANAS BY THE DESIGN ABU 2016. BECTON 1704. STRUCTURAL CONSERVATOR SMALL CONSIOT Of SM DUTY AT MIGNALAY APPROPRIATE -0 TflE STAGE OF CONSTFIVOICAN TO COMERVE CONSTRUCTION IR BETWEEN AND REVEN ME LEAST ADD INSPECTION REPORTS FOR GENERAL COMPFULANCE MEN THE CONSTRUCTON BATUMI RELA11MG TO PUT STRUCTURAL ENT AND LEE NONSTRUSEURAT COMPONENTS AND EQUILMORY ANNI SAWAL INSPECTON N ACCORDANCE WIN AND 2016 SECTORS 17124 BE SAM EFTH OF STOPPED AS RESUME IN THE SECURE INDUCTOR AMID TESTING HOPEDULP ON NIS CLOSED ALL PACIFIC NBI REGIME MUST BE B� ACCURACY ASSESSMENT APPEALING RHO SHALL BE RECEPTORS OF HUMIT PLUS SPEND DRDALv TO THE MATURING OFFICIAL ANN THE RESCOMME) OPEN IN RESPONSIBLE CHARGE. THERE REPEATERS ARE IN AMOCO -0 ANY REQUIRES MER INSPECCIONS, OYNITHAROCAR SEAT, CANNINEY; INSPECTIONS AND ALEOAV ACCESS FOR LIFE MTRECALE INSPECTED TO PERFORM REWIRED INSPECTORS. Ite�� ' Tnsinnsuj c maws PERI T o u �I.INS Pro e BEFFICALMN AND INSPLUCTEN COMMUNMOUS I FORWO I COMMENTS I REFERENCES DUKEDOM OF REINFORCES SUPPEL ACT CIE. A b, HAUTBOY PRESTRESSING IMPACTS AND X AA -7 7 LAVEMENT BAD SHERRI N TOPAPPROVED KC 1910 4 . FNRAI N FACTIOUS SNOUT IN ACT 31N 81.3, GCONSCRE SPIN ROD CEO MASS FEW is ESEDiwAU LEAYS INAMPFARN Or MOTORS_ _.. _ _.AD _7 =osr N Uto N HARDENED COMPARES AN PAPER GNP MEET til .. PERFORM UK OF REWIRED LAND ux j X MIC PAGES, CERTIFICATES 910 3 CLEAN (CRETE Is _.:AMPLE _.. .. _. __ASTV S1 72 FOR DOMPLETTEAND PARTIAL CSI TESTS.CATEDRPECIMENS SYMEMSPSHARP SHE x AST OLD &A R CONTENT FLATS AND MEMBRANE THE CAR oe. 5.6 TESPERALCURE Or SEE CONCRETE CEO 1910.10 SO INSIDE FAR OF COMMULTE ARM '� MOTCRUM FLOWERPOT FOR Pxowr AID OPERATION TECHNIQs DEC A PREMISES OF a) xHAS mas-PASS PUSH REUSS A RAI Y' APPRRIN PASS CO v NCE of NO AS D rs CURAI TEMPERATURE AND Iz SEPTUM___. C,rioa.s.r I ..._ 161 4 OF =r�XIOARTLY OTHER THAN A>A, RANCOROUS IN ACT 318 LOCATION ANO DIMENSIONS OF THE x THIS SECTION I PROTON SONY PANELS NEARBY BEING AGRED ARE RAISED GNP 1704 31 LWCOUFRN ENFORCEMENT SHELF SHAPE SHAPE PRICTIDE MAW AND ATJ� ISSUES IN M mu MST US PE I ESTATE ADD SPECIAL MOMENT wCABBIES A 5 AND BOUNDARY ELEMENTS Of I L STRUCTURAL WALLS OF CONCRETE I OVED IS Ite�� ' Tnsinnsuj c maws PERI T o u �I.INS Pro _ PAT A FILER ATTIEDc__ �RIAL�RnCAEIPON OF BILLY FILLED HDD 'BOB PC NFANJM EMPLUMALON MARK I BAD SHERRI N TOPAPPROVED _... ION AUTO, iF m LEAYS AN RECUIRED YERIFICATCNE AND INSPECTLN QF STiL STERFCATUN Zo I�T _ �RIAL�RnCAEIPON OF BILLY FILLED Ria 'BOB PC NFANJM EMPLUMALON MARK I BAD SHERRI N TOPAPPROVED ION AUTO, ATION DYcuwsx5 LEAYS AN CERTIFICATES FFLOTURAL CLUBS AND PIECE WILD DOMPLETTEAND PARTIAL AVON SPOKE WHY I INSPECTONS IN CAR oe. THIS SECTION ARE JACRE) FAMPICATON IS 1 uutnanss PucremsJ,x PREMISES OF a) xHAS mas-PASS PUSH REUSS A RAI Y' APPRRIN ss_P.c o- o-0/to CO NO AS Iz SEPTUM___. C,rioa.s.r I ..._ 161 4 OF =r�XIOARTLY OTHER THAN A>A, RANCOROUS IN ACT 318 x THIS SECTION I PROTON SONY ARE RAISED GNP 1704 31 CCAPPON IS SURSEDED ONY aRAL AND ATJ� ISSUES IN 7 ESTATE ADD SPECIAL MOMENT wCABBIES A 5 AND BOUNDARY ELEMENTS Of L STRUCTURAL WALLS OF CONCRETE I OVED IS HEAR FEWERGEMENI VETTE EPA OTHER � STEEL -- ALTO 'NE-RESSFACT MATERIALS— t TO AND INTHE STAN DQAPu M FROHNE PRIOR TG THE START OF ANY PLANE OF CONTHEI ITS CONSUMPTION INSPECIT noun S(6) ACRAFT x< NOTICE THE SECTION MAE BE BOILERS 61i5-W99 CLON FAST NOT - COMPACT40N TESTS STAFF BE LEE RESPONSIBILITY cE GAMES TDEVELOESTS SHAH. BEE�DETERMINED BY THE Dn ExcxEER.NTRACTOR SHE NUMBER AMC "noN YCRES DEPARTMENT FDA ANY ANN PERFORMED DDN CASINO ME STREET RIGHT Or WAY UNLESS SECURED BY A WEREFURN SEAT. ASSUMED BASES ON AN APPROVE) EUNPIMI PER S ENVARETE FOR AN PREFERRED WILID THE RIGHT OF WAY AND INSURANCE AS ED SHALL BE PROMMED PRIOR ED ISSUANCE UP A YEMEN M SLOPE NAME FROM BAN OF SIDEWOUR -0 FACE OF WALL OR FARE CHASE BE 4 1. EXCEPT FOR YANG FEET MEMO PIPE SNARED ME BORDEN SEND THALL BE 21 ALTEMATAFLY. THE RED UP MAY APPROVE GINEW BEHIND THE SUCONLY OR OUNCE METHOD COUNT SPREAD ONTRO THE RONALD. SMS IN I RPHT-OI MEANT BY LEE CONTRACTOR OR ED NOT URRENT STANDARDS vnu REQUIRE FEBRUARY AND/N w DPDRA,nxc AS ENGI s Pm cGr GROUND WHOM x H BE CONTACTED ;z) xoRxx T PF QR . ALERT sxu Y DAYS To (' USLIC FACIEFIES IN THE STREET RIGHT-OF-WAT AFTER PIPE PROPERTY STRUCCRES ME REPAUR AS DACTERMINED BY SHE OCR` CAPTURED PROJECT IS SUBJECT 10 PIPE NEURONS OF LEE NATIONAL ST DISCHOWE EUMINATON SYSTEM SYSTEMS, A -WORDS OF I DS THE TERMS OF DOE GENERAL PERMIT TO DISCHARGE & HSxTIMNDEDBYOM°0MA4��°RDERRi RDD,Fa IN SACRAMENTS SEEMS TI NINO OF ANY CONGRUCTION TY COMPLANC RUTH PIPE GENERAL PERMIT BEMIRE$ THAT A FLUOR AE AMID AL RARE. VAEROOTLET FROVENTION PLAN ABE`FORPDEDD usPESCONTINUOUSLY 6.1-1796 vein nasec»anu�_ 9n4J6 E�P�L+�- a NOA EWiNE PRESSURE^URE U ON SPENT LWHON WAFERr TREATED LEAD N] ADDFIMAL OAC I AG LAO eI, R UELE� 0 SPRA� WATER NO NORMALly CLOWN AW M . pPREUMAT WEN UP ,LN N. CHLWNF N�� c N,�� a»SOUCKaLCWD O FLOW ME7fOR NcNPU i a NOA EWiNE PRESSURE^URE . U ON Aa LEAD N] ADDFIMAL OAC I AG LAO SULFIDE TREATMENT PROCESS FLOW DIAGRAM CwUlP21ENL1ECID'2— i NOA EWiNE PRESSURE^URE . X777�41110A INFQR TCP TREATMENT PROCESS FLOW DIAGRAMS ARSENIC TREATMENT PROCESS FLOW DIAGRAM 6.1-1796 i U ON 6.1-1796 CORAL KETS PARK AA NAP UNA A AN __ _- __ _- - .- - •$ `N ANN A A LA rA I 1 •. A I I .sa'w269a' —' I'RA 'z -1H AN 11 Lr ir /�� — - — --- _ AAA AN HA0115¢OAD PCINT TABLE NOTTANG CACTI AREA LAURI -W OLDIAL Asp I�— 9811 52418800 364,19 KNORETE= OR (el PATCH N) RESIDENCE 31 CONCRERE ZUTENAUSP 5241 WAS SIDEWHAX 1Cx ([) 2P8443U9 U41870 A5 RAI MATCH q �MAANHAC130 P24187334, RAI 5CA16I 36238 31053 DRIVEWAY F, oRwWAY FL CONCRETE 22W2,23 ) MARCH (F( 29INNUI 5241 TAMAN CONCRETE MADE- -CDNCREC q CRERE mx2CAI 29DAMANG 624191 6241 COATI STAND NINE UP ,41 ,ao-¢'I H9 CS CAT 6241 298,441 17 2TwE&I 2AAARt AT 291 6241 u 6241 6241 291 6241 Ir PRLINE A C/P(EDS 130 .P N.LOT 134 rryaq ?K4CTT NO. 4957 W/W A I I .sa'w269a' —' I'RA 'z -1H AN 11 Lr ir /�� — - — --- _ AAA AN HA0115¢OAD PCINT TABLE NOTTANG CACTI AREA LAURI -W OLDIAL I 9811 52418800 364,19 KNORETE= OR (el PATCH N) 31 CONCRERE ZUTENAUSP 5241 WAS SIDEWHAX 1Cx ([) 2P8443U9 U41870 A5 RAI MATCH q �MAANHAC130 P24187334, RAI 5CA16I 36238 31053 DRIVEWAY F, oRwWAY FL CONCRETE 22W2,23 ) MARCH (F( 29INNUI 5241 TAMAN CONCRETE MADE- -CDNCREC q CRERE mx2CAI 29DAMANG 624191 6241 COATI STAND NINE UP CS CAT 6241 298,441 17 2TwE&I 2AAARt AT 291 6241 1! 6241 6241 291 6241 �Eao m Abate bbelemelow. VIC„NR ITMAP 6200 HAALERIS RD. MY g ¢CN MKS 35i4 LOOK DATUM OTE us ARCH RECORD INNORMARON TIED TO ALI D WAS PREPARED CREEP? THE DIRECTION NO CARL, PLS PRINCE �A?T@ DInAF O+K1EM OF TRIP RMMn 83)SPATAL , ELivnnax REFERENCE (x w ) w OFR M. cO.a a. MreMi 3s3 as Fa 6.1-1796 X REMOVE AND «---sp,El Ih ago AS Ri BY CITY RIEFFESENTANDE BI t i � ti III CORAL KEYS PARK 1 '�i(J� "i Iw x RESIDENCE — U1 2 \, iV IN RENOW D OF BY )E) mace 1 _ . (((� Y.UIS, Hxo+o., li �'. d i= 'iAUDI �11 �_ a q nV FATES MY S AA { RESIpENCE FOR Y / l AINC )RS ORIONiOB rk FPRnPE9tt uuE l" eFUNDERE ARX KEYS PARK S&WANUT{ �xC%CREj IS)I .. A.P.N. 4991*1 d4 1LOT y .,, � DDE BOYD w e TRACT "3a�s ' RE REMOVE ±12 UOF ED FONCE INS 6 ,: _T ED — ,) „ ) _ — sANI (E) si BODASHALT Er _ XARfUS R0.N CMF UCH Q,L7 KNE _ 6.1-1796 r� "� `RC13Q8-1 o _ u 2 L 8 u 20 • ! u� � �c� 0 r FEn (e) Rn nrs IN Purc KnAW I below. G nSuow nw DI or TEST. FRED spui ;piNo call berorevou Tie. SIR ASPHALT CONCRETE AHI TZ ole WN ASPHALT CONCRIT ITTE AND GAUTTER �EN-BRD CLEAN ED« wEa:a� ON (gErvSUNNI LHATON ore I FTEs SFI BOB 0 CMF UCH Q,L7 KNE _ 6.1-1796 r� "� `RC13Q8-1 o _ u 2 L 8 u 20 0 ;piNo ole 0 CMF UCH Q,L7 KNE _ 6.1-1796 r� "� `RC13Q8-1 o _ u 2 L 8 u 20 IIS (ALT) 1 III S z0 6B L usz CORAL Un PARR - IbI II , REsroEr+cE OF Q & ® x 45 r acre FG 3$471� L. ¢ p IT IF k -O AY CONa,a FAR I I AND q35kF63,"i yy —i �- RRsloo-lce a r x;F4 ,. x n, Aa rI IT `k / f '� I /�" oRRo cett urve Im reti -c FIE '1'O ` ( ;R() A0419 C 35475! " 1 NLOT O 4967 i .@. 36/86 X361 x 1 --- � AAALO � aa A 1ATE _ME1 60 f - --f`IM CL I - -N,-- Al. wi .( FT TO 3$337 HAFER E. _ TO 362 4A LI m 3, IF MATCH 2TO TO M146 FI HARR15 ROAD ARNING Nps , L KncIlm •whol abMmr® Cal beim u LEGEND 0� eo,uNo USE FENCE Ca �aE,E PAIEMEN.:EC,roa ® zo OF GATE G) mwE6n OKW-El FOR ELECTRICAL PLAN ARE FOR REFERENCE ONLY PEROT OF - FRORIZONTAL COATI PLAN RE LORSFYCOVA� COORDINATES, 6.1-1796 II %, IF AD A ANY III ®RES ., I z5 u CORAL KETS PARK �j - . __ T RESIDENCE . x � Ni \ A „m ®, EL 'I I TAGAI e HIT �_ / I ST ON EFFLUENT ll.NESAL IT I AID PLAI F CUP ME 18' BUD STOGRA MAIN CONNECT TO EXPENO GO IN F A—. MI ARE SEA MET / 5 US STUART DRAIN PLANA a, ELP t_ ---- — — OF AD P, b/— P"� n LINE EI LOT tab RESIDENCE TRACT NO. ALI MUS, 38/86{ IT T ji LkAF in- p NES» NI IE TO J. St 7 111 -� SOL, Aw PI - -- IS- - - - 1 HARRIS ROAD MAY CRY MR GAPOULDI IRON PIPE ONTO PW. PIK e ADJUSTABLE PIPE SUPPORTRULED GAP {=� sE< pCIxxcnox Pogi OM a PUT 6A FOR ARM PEC- � EFFLUENT ®µBACCULASH [o u^RCIA. =NNE MOM DRAIN EEL KMRAF RAW DEAD TYPICAL CH) MANN NORMALLY CLOSED PACTITTIONE FLANGED PART TURNING oARM BOX MENMICk JOINT SAMPLE =..noN 8 AROM GROUND PIPING BUMED- TRENCH oE,NrHING, P� o SIMPLE .AP �— ON tot) C, TIERED POP SUPPORT FLY MALM ASSING TREATMENT N.No EEL PASS . MOMOWESOMEN �` G P.. PAME HOSE AMI T �Nro 9 WORLD SHINALL NOT EXCEED 15 FEET -PROPERTY POLAND MR TO OUTPUT VIDUCERES. REDUCING REDUCING EVARS AS NECESSARY Mal E SIDE TRANSITIONS REGARDLESS UP p,1zOF COU SPECIFICALLY NOTED. EIMER Q rz+z RT vary LEE RIC REDUCING TIES OR REDUCING N MEE sn m n � ® 12.92 A MATERIAL OF MUTUAL PIPES BURNS . DUI IRON REDUCING TEE MR WHALL PERLD Can AI LIMA IN ENGINE MATERIAL DURING _21O LEONE OMOOEE IRON VALUES MAI OUTPUT IRON LEE L) TO �IN III LEI r CUT FOR MI O �6 a � sO MO 6NOID£ NON SUPOSP AIDE POP MA IRON STIORY mi 0 LOOP O,ONE�RON REDUCER BODAY DOCILE o . MCUNE « a ® ONOOMEO xDNING FLANGED OOOPONO aMPTOR �EET ONLY NF RON MAT1 FE 6 1796 2ryry A MAA M AU, WARNING EPSON CRIPPIA TABLE r N(I FLOA RATE low GPM Wilson NUMBER OF )ALLEGES 4 POWER I INDSAPPLY TOTAL CARBON SASSARI EPA FLY 80 CONTACT UME RA MINUTES OVERIFIELAD . call woreNk. RATE m MEEi' BACKWASH FEAR RATE TOM OPM CARNON AFFINITY PRIMARY MAY CRY MR GAPOULDI IRON PIPE ONTO PW. PIK e ADJUSTABLE PIPE SUPPORTRULED GAP {=� sE< pCIxxcnox Pogi OM a PUT 6A FOR ARM PEC- � EFFLUENT ®µBACCULASH [o u^RCIA. =NNE MOM DRAIN EEL KMRAF RAW DEAD TYPICAL CH) MANN NORMALLY CLOSED PACTITTIONE FLANGED PART TURNING oARM BOX MENMICk JOINT SAMPLE =..noN 8 AROM GROUND PIPING BUMED- TRENCH oE,NrHING, P� o SIMPLE .AP �— ON tot) C, TIERED POP SUPPORT FLY MALM ASSING TREATMENT N.No EEL PASS . MOMOWESOMEN �` G P.. PAME HOSE AMI T �Nro 9 WORLD SHINALL NOT EXCEED 15 FEET -PROPERTY POLAND MR TO OUTPUT VIDUCERES. REDUCING REDUCING EVARS AS NECESSARY Mal E SIDE TRANSITIONS REGARDLESS UP p,1zOF COU SPECIFICALLY NOTED. EIMER Q rz+z RT vary LEE RIC REDUCING TIES OR REDUCING N MEE sn m n � ® 12.92 A MATERIAL OF MUTUAL PIPES BURNS . DUI IRON REDUCING TEE MR WHALL PERLD Can AI LIMA IN ENGINE MATERIAL DURING _21O LEONE OMOOEE IRON VALUES MAI OUTPUT IRON LEE L) TO �IN III LEI r CUT FOR MI O �6 a � sO MO 6NOID£ NON SUPOSP AIDE POP MA IRON STIORY mi 0 LOOP O,ONE�RON REDUCER BODAY DOCILE o . MCUNE « a ® ONOOMEO xDNING FLANGED OOOPONO aMPTOR �EET ONLY NF RON MAT1 FE 6 1796 2ryry A MAA M AU, a J Cao a L CHLORINE INJECRON o«T€= a R €n E.@ - -1�. tUfi�N EEL c Um obi WAr DUCTILE IRON AmocFk . US C� .0 W CDCULE I RDx• mDaUs TG B.XB.ys. DKT� IRON TEL 4' 90 E I c � ® € U¶L� NG D..TICm GOUPux...APfrx ® TCIA ka �NEo B 1 LL DALE 1 - APPSON a ecs� ^ - ED CO CO uA UG -Go o (A—A\ LED K SEC "A-A" is XIS SXE T I olay ox €��a '� XAV ixf a. 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I __._ _354 y 352 ___ � -. - � __ - _ - __ ,_. _.. _ I _ _. 35 _ __ ( �-._ -_. __._ i. _._ 1 __ - _350 (fiY za .�nz (s, _.._ _.._ _. __ _. _. __ i.. _ _.-_._ __._ _.. _... 35 O� A4r[ ruw cOLLAu varnRx+cx 0 slarvwwE �"'/ ® vpNr NUN9FR ��"""// B wn I �a exo CBK28—STRDRM DRAIN— ON SITE to+oD S6B �� d¢ _. a —..____— 368 C� ` ��I` 36b �_4� asu ¢ d-�� 366 nm Gnr _ Il I GG �'- _. _ — — _364 _ t �_ i _ � 6 _ _. _ 36h _ —.— - __. 362 _ __ _ � _ _ _ �. _ _ _. 362 360 wsrui Q01 _ 360 358 _ _ �� _ _ — 358_ ie sssso {sl �x () 356 _.._.._ _.. +. inv �e sss.00 (vA -. _ _ 356 6.1-1796 �w 12 or 20 _ il� S �1 I � sR[� � / snoop � \ i \ e v \ / � ¢ — � a&� � 3& �I 9 ♦ � 3 1 i � off^ § �_ — x wa s cu T• J � . � � � f8t; _ 3 �z I /u"'-'� e I ocru� � � '' F�� I �� Zg� I�n ov at v fr — _ __ J I �/ = , I� __� e R� � I�.� , v' � _� a s,xln A�� °° a[rt Pnvnw, °[*a� a ygyr4 I eAonw.aa avu u , ' ox sxWr os eH FAD iN EEr EYgvD VEssr. aao °M[uaws � H �^� PrR corvtRElE FAYEMw, o[itt 5 / � '°""�` AIR GAP STANDPIPE i '°""` AIR GAP SUPPORT � ONE SET OF VESSELS �0 TWO SETS OF VESSELS �o�� } � � �xEurmm �a o�N o �P � a i �, frE cz P�.°E» ux �� .P.P,�R iz P�ACEsi � hE c� PSA°Esq o�Riz°c�.�Es� i r _� � � �� - � `3,� � 1 } r a` Lam—( - c hPa. ��i�urE ao, I N .� � �� g�� ces � 4 E�I �zC I I. i. fS.9iLi+NEDnrz Mnix $�I c� L " �S/$EWYI. _ � � (ry i o BE r_^I �MRW i'— f'�f 'I� \ y — �s "� — Fl�sc� �'-- oc B'Vu °US Axo u.exAum� �mms } T � "/ FlrnN6 NAY BE suas4rvrz° F t mnE"i RNu� nmrv6s unr e[ 5u4SiNNlE° U ( woo) aw Rac at / �..�:,-__/ice �.' FlmH�J vPE fPfn AwWn txR) � No 6 t0 �cA.E ] N°l *o SCAI£ � „", �ri,AR.:ESR ,, „�„,„". ""°°s s,�E,z. uREz cRossncs � ABOVE GROUND WELL DISCHARGE TIE—IN � UNDERGROUND WELL DISCHARGE PE—IN NEW WAl'ER NAILS Ic NW9iAll.iilON 1 ANN 2} N � �I NL'yA'�FB.NALH, � NOlE4 _ �(FlWRES � c[w I, I� � rs N aEcn I V - �N _. _ _.. _ ZbNE�B f � - Ein"c I I c2j�' �a�c � �� sExFxa�aN '�i �Q ��!� •Y s °� ,ac9obraR , � ae � \ s. rvr — - E gEmim�c erw jU S v[R nwwr - / } =crr.♦ i. � \w as4s oR Pa¢az[s u 1. I J Q y �$E / I �� s � Vii_ /� 44 ��— AY Y err" � � .�R mT)-1 �~ I� _ �,' °� Ew �oz} � �,1 �� ,� ®a. � �.� � 4�,�oFR.�� PER ANWA _� ;=� LL n 1�� .,� °a � � � w N�=As �°»« 6µGENERATOR � TME N� P� o fH4S9Nd� NRE 1 � lI01d � PAD — ,.P. �,WR NAw c N :w , ° "�,� no,E _ — - aE �, �,z°cho ." NN ��E �� °,E..°N : �,o„ w E TMCR : E a �,m cvE�. PPE � <"° E — :o".°��eoaa �°""�Ecwe s g�N" a �neeu�Anw,,nF ,,. � "°� �° �"" a�°<w.c°ue �.. re,u,E �, °Po°�,� NNc °F M�,F�. s 6.1-1796 � "°�'° x"" "' �� z,�, D3 o� "°T ""`'°" WATER MAIN SEPARATION MRNIFOLD TIE—IN°Ao pry RFCORO No. 13 =- so l� I � I�z ;; � �i � �� ,� s�A �. �, �_, � a��,��,°�m�. Lam:% �i � �ea�,� --�-- ,. � � � � ASE <�° �. TIERED PIP£ SUPPORT �r � �mEp �R�obw;��a�� .DN ._n � s�,� «aE ��) �� Ea�PwEri SCHEDDIE u�, �� /,�� i v.L��L� � s � -, T as „z..� / , „ >� �N��awF.� `� ,tel i ,ga�� _ ��"�J ~ ' ' E � ��,E � o �o�� P�- PSL �Lr, � � _ sro oaux xLE. ro —�� —� w.�PPL � LJ o � . °=�a� E�.NEo�N� � w°. PEPS SADDLE \ D<) ON—SITE VALVE &VALVE BOX �°�"�` NITt�TATE ANALYZER i+ vv° � i i �� i' i i � � �� ° �� .n �� r �a—i 0 11ERED PIPE SUPPORT�N LOWER SUPPORT 6 � ALTERNAl1VES EEd' oNEY d'dddS �4gdON j/ d,NF� �% _ T� ' �® F� �wawes wax PSE suvPm. rsi rc rcss[L ru �� TIERED PIPE SUPPORT FOOTPNG �w �sg� �PP�ro TIERED PIPE SUPPORT PARTIAL FOOTING 1-.-�t---1: , L ,s.b �,��xNL�>PE�P . ADJUSTABLE PIPE SUPPORY ��'✓ =oa � w �� w� ,a �,a xa � �xoEo PPE i woo °F w.ha a,N� z. PPE�.�w° R � A I j� m� «. °.w 1 >_ _ jjjjj��,z Lrn�c °w. _ �L 1----F�J PRESSURE TRANSDUCER AND STAND aa��;� ¢amxas ,�,e,.w. �.�uE� _,� ��o �� W> �� 7 w AIR RELEASE VALVE canNc�rcTaETUL wo1 cuww.wnvusm z � naL rmx s sNu ec9iz �o�o�=oEw�.nw°�A „« ,BALL �uuE _ �, � �o� a�E. PPL PRESSURE GAUGE f CONPNGENOT DEiA L-MOi C1INRENiLY USED on , •° x>LE rm a r1iwn1 ,v96 — �a � sD =°� � i W:�:.s �i � �ea�,� --�-- ,. � � � � ASE <�° �. TIERED PIP£ SUPPORT �r � �mEp �R�obw;��a�� .DN ._n � s�,� «aE ��) �� Ea�PwEri SCHEDDIE u�, �� /,�� i v.L��L� � s � -, T as „z..� / , „ >� �N��awF.� `� ,tel i ,ga�� _ ��"�J ~ ' ' E � ��,E � o �o�� P�- PSL �Lr, � � _ sro oaux xLE. ro —�� —� w.�PPL � LJ o � . °=�a� E�.NEo�N� � w°. PEPS SADDLE \ D<) ON—SITE VALVE &VALVE BOX �°�"�` NITt�TATE ANALYZER i+ vv° � i i �� i' i i � � �� ° �� .n �� r �a—i 0 11ERED PIPE SUPPORT�N LOWER SUPPORT 6 � ALTERNAl1VES EEd' oNEY d'dddS �4gdON j/ d,NF� �% _ T� ' �® F� �wawes wax PSE suvPm. rsi rc rcss[L ru �� TIERED PIPE SUPPORT FOOTPNG �w �sg� �PP�ro TIERED PIPE SUPPORT PARTIAL FOOTING 1-.-�t---1: , L ,s.b �,��xNL�>PE�P . ADJUSTABLE PIPE SUPPORY ��'✓ =oa � w �� w� ,a �,a xa � �xoEo PPE i woo °F w.ha a,N� z. PPE�.�w° R � A I j� m� «. °.w 1 >_ _ jjjjj��,z Lrn�c °w. _ �L 1----F�J PRESSURE TRANSDUCER AND STAND aa��;� ¢amxas ,�,e,.w. �.�uE� _,� ��o �� W> �� 7 w AIR RELEASE VALVE canNc�rcTaETUL wo1 cuww.wnvusm z � naL rmx s sNu ec9iz �o�o�=oEw�.nw°�A „« ,BALL �uuE _ �, � �o� a�E. PPL PRESSURE GAUGE f CONPNGENOT DEiA L-MOi C1INRENiLY USED on , •° x>LE rm a r1iwn1 ,v96 — �a � sD naxo —y-� � ueic Naz ccxuc.mre ��@-sw - g �� I axro nxE„. w EcuR� � � �� s"X cnox -t R �2 � �.. p roc a_ � /�arza n� �reE � �`/\� �ux �� I � � .=7A��=fr� � � S$,XQj�` � o�„nrere.re� �� „.1 � arc NO USED 'a �, i rs� L,. .worm „re o�� _ --y.� n< __ , aµ wrxoeo cow.rexc mw�+, � E 1 ca s�oae � ' I m \ F i �- `/ Iii � wi � � � �,.[ � "— /�_ � i-={ r c scut TYPE 2 SAMPLE TAP 1 reo..o sc.� / CHEMICAL iNJECTfON � �� CHLORINE INJECTION PORT 5 l,"� ` I ._. �� x� eaw S ,P�,��oa s„� -� y �� N °NLy "� �- � P � �� T .'m E��re � r. � FOR E� re„, 3 li/� �� ' � �—,-- � I } �_' ,� ;.Ere �� I m, .z ro, ��. -- — � �or�,~ �reE regio Pref nn sn, m�,��„�s_,. III pN F'0�D CONNE P � Srtn vosr � s � F /� �� °� � �rws'wo urn i xut eE maRalcN.tY iaM. scre[n � P� xrzxt a ns P[Ouxtx � -/e _ r o er nx ut runwxu �� U ” �reF.EL rto ��+ x 1 a .„ � �I m xlEu Sim a / tj ` os � WHARF HYDRANT i i R � %� I �a�„m i+ FY�"�a w� mxN°� oP�,o�„. i ;,'`'� � _ ��jrp � � �� I I �� ,� � � � �a i � l � �� I� a ��. �®�� { "�%rim_ �,�'�,�__— � 'se \�v� � � - �� v re �€ .L�. � OT � �a4 n �_ _� - I w�� '�� -� � nI � A iI I L c[d' �g 'J � _— �'f ��i i _ �� I �"re� LL ��,� I �r e n.LL �„w„,�� of rnE 1 I �� III �I � °A�— � J �-T � I ril'-e� �A.�: Fes' �RM�:�E” .. �sre rug n„ren: Pmoa .PPao�.� . na.axm _ Fl u.wB g[�eMprsF._&.uPBR s vrenxc .� I I RETAINING WALL — CBK-08 s nor, :„.re � �owrreE :„.a„TM ar,, a� e a „„ Fx.,„ FF-- _�� _ �.� xo*,o s�reE � i I �\ �'�° 8 os TRENCH SECTION DETAIL 9 � � 6.1-1796 � �65,n��ZouIX; BOLLARD 4 F00T VALLEY GUTTER ram Rccaro No. �QTY 0 . G.��c,o.,'O � ��o�� rL r��.�ct a roc ❑�'WAfEft ori \ �,a_�n,�,�,va � 4; \��FReFitij �� -_-_-Y4HLtiE ��X pE'A!L =T�R� r ��,�� E�4��,0 !rnf-snE rirFuxcs ox�h a�owoF� nsseMe�r — e��eo AR�n Tgl/S � ON ��'LY INFOR�� 6.1-1796 96 r 20 � ,m� i _� �QTY 0 . G.��c,o.,'O � ��o�� rL r��.�ct a roc ❑�'WAfEft ori \ �,a_�n,�,�,va � 4; \��FReFitij �� -_-_-Y4HLtiE ��X pE'A!L =T�R� r ��,�� E�4��,0 !rnf-snE rirFuxcs ox�h a�owoF� nsseMe�r — e��eo AR�n Tgl/S � ON ��'LY INFOR�� 6.1-1796 96 r 20 ` � �- ,-� � � r � .,� - r� � � �-{� L �� .�, � =�� wEw �� I R ra.�,ao,�, ,� >,� :�.:.� �� j ., !Lt; it I �..�u, , � �"" � _ p, ` J °i �� - I :� � � � i �� ,I �° �� _ � �� , � „a.� � .„.�m t�. � � :— ,� _ M, _. �—I� � m �,« e � �� ' ; I �' r. � � ___ i k4 \ �_� � � i �� LAY .- 1�jy��- � .ten �� - .� sinN�auo ... a ninnonao _ W sraN,.neo '1`�' v H ax rvsu t. uk R . _ r_ a .s .x ..w„w gum.= �r m .. wsb.. undrnE o- �Eauo��s - ' £'' n � av ._.m �_ �, z � _. mma ..� _. ..., „`o � �. �e �/ CGN!INGENGY f1fiAIL-NGi RRENRT NSE`J 0 O IJ-- � s - � O �Q �Ba,N � O= BN�N :�1� iV �� mea . a.c� s �= `�rD7�� ip 6.1-1796 17 � 20 piY RECCRO Na. r �� I� �-� °� � A; �i t ,- ,r � � � � o --r ��- � SLI ��a � � i - ,�, , � _ �� - I � � I T � ;ter i �� , _ N ��rL ��. lv��] �_�� R*� L,,{` �� .. � �� Fs. -e ..., r \ � =� L,o„'J 3 me aim I ( _n� uni �2 � Tom'_ ll ✓mqw. l� �� T-{."..'� 1��'�� I. ��rv° ��ia., orrs.i w.'�"� NL it � .........na. fri �_ �.. �., ..u.�.. -mcs�re.ax wn eury ancv w.o. � __ i .... r ''z= ,v.��,.. ?fw 4`� 1 �� i� � I T iN, 1 �i w. '' _ m, ... nd, �saN nw I 1 tin = m.� - � - IoM. i �,..�� -� I � �- at {- as �' I .�.- ....., T.s x�,o ,k.,.a.... � �'� �� '-� F-• 6.sv � ,i w , I .. i -.r � � � Z� .mac � i � � .,�. � , zs. W � U . en. � 'm P .� :.f;�„wk � �T7r ' � �,....�.,:,.�,,... I °i I ., �.,�, � „. ccR� A . mww.. i — I - ,... n.n.m 4 x.L a.0 ��€ .p .� rn. w, w.M .��.....k..a. .. d. ry e .�.. ,....,... am .w �,mmm. wn� sia icrzxc .»... �STANp ..�.mwe�w�.n..b«. - a � '^y� ..,�.:..a ,......gym, w... I r�.�.P.,..�,..m«... �.e. ..u....Y.w.w.«. roi�..or,apu I o.... a,.,..,. ...�..n..., n` A I n...,..�.<�, - ,, �.,..m n..,..... w--.. � M ... ... ._ i STANDARD - � 3 - - y� a Y ARD STANCARD _TANDARD u ,m+.n.m a.ew,�.. � � eF i rur. M w �� wM : 4 �'4 � �� _ aAsx mvam.w zzninni.[ � .�iauctuRe. � ..Nut _xk r[ �•.-�yti?Pa« � — a�wry unrc ons - _ ,a, .,., .6 i "_�. a Vrcree. nxx.�ve.nw..m. - �+.. � � --=y � 3 1 A,..Fn n ,z, _nuwu — — __. _ �T•�• we.�...Te �.�.d�n o �3 .mmw mN�rye — aNjPv1Nd e Of Oy i 0/ �—•••® ••�µ� x•••KK 1. J ••.— •••••••• •,•� ••a• • �•,••• —.—._— — TRA, 41£'T SHPLL 6E AS SHUYM ELSiWH[RERON 'NE PIANS) � s i L__}I}--y� --T� f w..- � 4n Q � � _II^�— � no rt+Ju� I.J m,�m � o Z Q ... Fan \\ Irl � � xs-\ _ \\x �� .M �. ,,.s, � G ��.I�-swims NOT USED ouPs ,'EE. jAR oma. NF SRa a.A -�v"(� �cG e '-�=� L ��_�.��..,< \\ � ggag �S RSP ,h�cz1 �_ T orc $D� e ., �. z ,�v \ �� H \ 3 oRo s \ i CGCC _ �� S � YI'� �� t '� � \ � _ � 1 wu 1S � �µ � � A v �� R` rH--� � am �P AAP Ass�alr u,�� a. .� GRAiED�LID:L�P 8 i0.�tl' e.n Sl NGA. D � ,o* ro scue 6.1-1796 P �l � ` a.69 �J DA$IN RIP RAP OB �-ma''`y"" —� e G7Y RfLYMO No. 10 -� 20 � _ �1 :www M J— � ��e .,.��. ,o.,,_-�t—�� . ��-�. F; _� �— :I �,�" m � II .: �- �„ �� T Ta � s^ P f �� , �$ �� m� �.�. �� .,�.�" �a..., .,�..».,�, m .. 4 ,.� �, �: �� a. - ",�" nom, _ �� l o a o,., �, � � ca.,� } s az n��eu c„ua� � - j % fA� D Rf aucna .a r a... i�r�eo I k�� rao sra �� P e .: .. � ,.�. ., .,.,� ;_. �� .... 4 a...�.o = xa�r�L �� cwaaaan O9 (SiMlOAPO �e)tt FO.¢ 1RkNg16 N IH[ 9Uk6, ;FOR CJRB PEPNRS, � � STS 4 OR GtAIER, SEE��Ei B SDH a. y� � _ X �` ��, xv.... 5 :TO,.L r i 4 k "w .o ,� "� � w„.s ,....- m�wi. ... EF ^" 8� r O= / I � � �� ' � � { gfl I �,�- � vev..r dw KK e f as t t 1-�-m-aes�- i'.` ��' � _ ,.a:, .�V �� v�® y �_ �,. �,�� n n � ��, l 6.1-1796 /� L' r �" D9 CONCRETE PAVEMENT SECTION �� - - nn kccavD No. 19 20 -a �� e n R ,� WIL SGN �F€i DBP -. �o�- L i S o ° �EA � ;,.�� a E�u G ;i. E _ ,n i - .P. 9«+r�.nxs -. U O_ — __ _ _ �—�, M�a ��u�a�E o,ME�a ��=...LL amo= +� E m ��E rou ,e��. � PE � � rw PPE P� PE � � y �_ a� e �, . —,— o � �i i im V O � lu n�imxa9c 1, \ // z�l i ' � �x�av sxwrvx wwr £o �\ 7 u uaxr c �o � vnPoEs �� x �� n n � 2 e _l—_ •• � g an. 'lo ��,;.. ��' o� � � �m��m�. o�� „�—�� «.r roa al E µo �mn� LL aE ,� m E .. � a, A� �^'s.� � \��`�'x` mTM V�cPm.Eo R«°" �� « S caxa��e D,ue a : _� - - o �H«� �. PE��.>� »,� ff.. .o.P�R �xax M«R "a,E r a s — �wa�� j ��„ _ a�xs � PPE ,P��. ,a� �m_�E� _ � r - ss; - i �' 3 WATER QUALITY SAMPLING STATION �_� FLOW METER INSTALLATION aim ro �r s.>Noaa a�,,. ro ry w,oTM i— x i -- � -� �. � � �� . - OR �"� os. �,» �F FET a �y �� -- �` �� 1 - - F - � �� r � rN�/ �_ — -- � � I� g �� c _— �„ I \ iF�l �� —{ I ox rvum ^s "" 6.1-1796 4�^ - srEcnn CHAIN LINK DUUELE GATE � CNAiN LINK SINGLE NGATE� _ crn a�caeo No. � �• m WIL SGN �F€i DBP S Wv+S1TUrSL _ � u _ � n� /Z aa�wm vAULi ANP C9 � /y0��_ (�l P:( Qi / xm�uw uar x rvr ! � `swc nxnr mai roP V O � lu n�imxa9c 1, \ // z�l i ' � �x�av sxwrvx wwr £o �\ 7 u uaxr c �o � vnPoEs �� x �� n n � 2 e _l—_ •• � g an. 'lo ��,;.. ��' o� � � �m��m�. o�� „�—�� «.r roa al E µo �mn� LL aE ,� m E .. � a, A� �^'s.� � \��`�'x` mTM V�cPm.Eo R«°" �� « S caxa��e D,ue a : _� - - o �H«� �. PE��.>� »,� ff.. .o.P�R �xax M«R "a,E r a s — �wa�� j ��„ _ a�xs � PPE ,P��. ,a� �m_�E� _ � r - ss; - i �' 3 WATER QUALITY SAMPLING STATION �_� FLOW METER INSTALLATION aim ro �r s.>Noaa a�,,. ro ry w,oTM i— x i -- � -� �. � � �� . - OR �"� os. �,» �F FET a �y �� -- �` �� 1 - - F - � �� r � rN�/ �_ — -- � � I� g �� c _— �„ I \ iF�l �� —{ I ox rvum ^s "" 6.1-1796 4�^ - srEcnn CHAIN LINK DUUELE GATE � CNAiN LINK SINGLE NGATE� _ crn a�caeo No. � �• m