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6.1-1805
,> y�� .. ,. e,:.«.«« +«��¥ � w » a:� :� �����e/_w � � _ _,� , � � � \ « °- -- .� � � z_ -- zzz y .a. � ® � : , �� v � a� � � : 2� � 6 mz � � §� \ � - ,, _ e,» � � � � � z \ ��} � amend ���� \mmm2 � � _ _,� , � � � \ « °- -- .� � � z_ -- zzz y .a. � ® � : , �� v � a� � � : 2� � 6 mz � � §� \ � - ,, _ e,» � � � � � z \ ��} THESE. DGEMINT S ISSUED FOR /02/2 18 WDRKS $ULMITTAL DRK-0B 06/02/2018 -CA STORM LEAD PLAN AND FRAUD E2-207 ELECTRICAL PLAIN ANO. DESCRIPTION DESCRIPTON DESCRIPPON CGI PIPING SECTORS AND ASIDE WE ELECTRICAL NAVY GAVE LLS CBK54 GO STORM DRAIN PLAIN AND PROFILE Silt PLAIN SPELL DEEP CBK54-C7 STORM DRAIN PLAN ROD PROFILE STORM DRAIN PLAIN AND PROFILE LEGEND ROD ABBREVIATIONS CBK54-CB STORM DRAIN PLAN AND PROFILE ELECTRICAL DETAILS AN SCHEME NOTED AT 054 ALSTRICAL YEAR AN SCRAMS UP CBK-35 NOES E21 ELECTRICAL PLAN DATIOLIFFEEN AND EROSION CONTROL PROCESS FLOW DIAGRAMS GROUP 1 APPLE LQQ7-Cl L207 HORIZONTAL CONTROL PLAN I WELLS CEI -Cl HORIZONTAL CONTROL PLAN PIPING SECTIONS AND DETAILS E207 -C2 Dri AND ENGAGED CON70L PLAN -C2 DEMOLITION ALI EROSION CONFLICT PLAN ELECTRICAL DETAILS & SEEMS LEi 91F AND WADING PLAIN ELECTRICAL PLAIN -C3 SIT SLID GRADING PLAN -S ARK -EP L207 -U FARE KAN HORIZONTAL CONTROL PLAN _C4 PIPING PLAIN PROFILES AEG FORKS CONTROL -21 PAGE SECTORS AND DETAILS SUN AND LEADING PLAIN -05 PIPING SECTIONS AND DETAILS PIPING N AN FI -207 ELECTRICAL Di A & TOPPED PIPING SECTOWS AND QUAILS ELEAFTELCAL DETAILS IN SPREAD EJECTRONL PLAIN CE CBK-41 HORIZONTAL CONTEND PLAIN AL PLAN DEADLEWN ANN) FREEDOM COUPLE Wi Hi CAREFUL PLAN SITE AND GRADING PLAY 1 POLLS CBS 1 1 PIPING PLO CNi 22 DEMOLITION AND EROSION CONTWO PLAIN V FEEN SONTAG CONTROL FLA Mi STE AND GRADING PLAIN ELECTRICAL PLAN C2 LENGTHEN AND ENGAGED KOREAN PLAN MK -46 DOI PIPING PLAN HORIZONTAL CONTENT PLAN C3 OTE ADD GRAUNG PLAN SNOWDON AND OCKNOR CONTACT CEI PIPING SECTORS AND DETATS3 SIT ROD GRADING PLAN CA PIPING PLAN PIPING PLAN COUS-W FREE VEREOVS AND LEPAGE PIPING SPUDDED AND DETARLDA ON PIPING SECTORS ADD DETAILS CE)i CAK02-COUNT NETERECONNECTEEN ELECTRICAL PLO LED CAI HORIZONTAL CONTROL PLAN ELECTRICAL PLAN DEMOUTEREN AND SEASON CONTROL DESERTS) WK02-OWO INTERCONNECTED SITE ROD GRADING PLAN PIPING PLAIN PIPING SICIONS ADD DETAILS ON HORGONTAL CONI PLAN ELECTIONAL DETAILS A SPENDS El -008 ELECTRICAL QUAILS & DIRRAMES ELECTRICAL PLO C2 DEMOULCON AND EROSION CONTROL PLAN L201 TO-DO ELECTRICAL KAN HORIZONTAL CONTENT PLAN C3 PLE AND GRADING PLO CONCERN AND ER09ON CONTROL GROUP 2 KEES OW -10 CA GAING PLAN CBK10-Cl SOUNTELP CONTROL PLAN CA PIPING DFROPEONS AND DETAILS CBKIG-C2 DEMOLLETION AND RECORDS CONTROL PLAIN CA STORM DRAIN PLAN ADD PEOPLES CRK10-CP SIT AND GRADING PLAIN GO KEY PLAIN ELLS CBK10 C4 PIPING PLAN C8 CBK-14 - CBK-16 INTERCONNECTION CUK10-CO PIPING SECTIONS ADD DETAILS SEFF AND GRADING PLAY PIPING PLO C10 OFF 14 CBS IN INTELOGRANECTION EGI 010 ELECTRICAL PLAN ELECTRICAL PLAIN GO VESSELS SAKONNET TALK C13 OAK 14 PER 15 INTERCONNECTION FBI HORIZONTAL EQUAL PLO C14 GAS 14 CBS IN NlLRSOi CBKN-(Y PARKING LOT HORIZONTAL CONTENT PLAN C15 MK -14 - 01 INTERCONNECTION Ci DWOLURN AND EROSION CONTROL PLAN COB OFFSET �ETATLEV COB LANDSCAPE LONGER AEG DETAILS AGE DETAILS MINGE DETAILS (Bi GTE AND GRADING PLAN ELETRICAL DETAILS ELECTRICAL PLAN ELECTRICAL PLAN CORSI BASIN GRADING PLAIN ci PARKING LOT SEES AND GRADING KAN 1 WELESS MK -21 AT NOI CONTACT PLAIN GBI PIPING ALAN CBI 010 PIPING SECTIONS AND DETAILS P? DEPRECIATION AND CLOPLON CONTROL PLAN EI -013 FLECTRACRE. DETAILS & NOWN (3 SEES ADD GRADING PLAIN CA PIPING PLAN E2-913 DETECTUCCAL PLAN GROUP 2 NEELS (Hi ON PIPING SECTIONS AND DETAILS ELECTRICAL DETAILS & DISRAMS MK19-Cl HORIZONTAL CONEWL PLAN SPI METE AND GRADING PLO I ALTO C34-33 GBAI NFING PLAN C, HORIZONTAL CONTROL KAN -C2 )EMOOLLON AND EROSION CONTROL PLAN OBVI PINES SECTIONS AND APPLE D -US ELECTRICAL DETAILS & DIURAMS -C3 SEES AND GRI KAN E2 -01B ELECTRICAL PLAN -AN PIPING PLAIN GO PIPING SECTIONS AND DETAILS GROUP 2 ADULTS CBK-23 LIMIT HWANIAL CONTENCE PLAN OR STOW YANG PLAN AND CREOLE C7 STORM DRAIN PLAIN AND PROFILE CRI FORGOTTEN ADD EROSION CONCES- PLAIN Cli STE AND CUSSES PLAIN ELECTRICAL Di & SIGNED CSi STORM DRAIN PLO AND PROFILE Cl HORLEONTAT CONTROL PLO CBKLA-C7 REAGAN DRAIN PLO AND NOTE C2 REEMOUL AN AND EROSION CONTROL KAN PC SUN AND GRADING PLO El -023 ELECTRICAL DETAU & DICRAMEE At PIPING ALAN E2-023 ELECTRICAL PLAN GROUP 2 WELLS MK -25 -c5 PIPING STATIONS AND DETAILS CBi HORIZONTAL CONTROL PLAIN ELECTRICAL SEARLE BE HARPER CES25-C3 SITE ADD ANSI PLAIN 1 WALK CUK-4/ CGIVI PIPING PLO OF HOEFOONTAL SHELDON PLAN CM26 GO PIPING SECTIONS AND DETAILS GO CIPMOLIFLON AND EROSION SUGGEST PLAN GBIGI STORM GAVE! PLAN AN) PROFILE CY STE AND GRADING PLAN CA PIPING KAN El -026 ELECTRICAL 01 & DEPEND ELF -026 I ECTRICAL PLO CA PIPING AFKC)N5 AND DETAILS GROUP 2 ACTUAL CBK-28 ELECTRICAL DETAILS & INDIANA GBIK26 AT HORIZON AL CONTROL PLAN EECLAGAL ANAGN CBK28 GO DEMOUTION AND ENRON CONTROL PLO I WAKE MK -54 CBK28 AS SEES AND ALI PLAN cl HORIZONTAL CONFLICT PLAN CDK28-C4 PIPING PLAIN CD DEVOLTON AND FWABON CONTROL PLAN CRI PIPING DFADONS AND Di C3 SITE AND NONE PLAIN RIEBE DRAIMNGB ISSUED FOA PUDl1C WJRNS SUBMITtAL CBK-08 D4/O2/2O18 6.1-1805 SHEET INDEX DESCRIPPON ELECTRICAL NAVY LLS CBK-32 Silt PLAIN STOW DRAIN PLAN AND LROPILE STORM DRAIN PLAIN AND PROFILE STORM DRAIN ALAN ADD PROFILE ELECTRICAL DETAILS AN SCHEME C�PTNECkL PLAIN UP CBK-35 HORIZONTAL CONTROL PLO DATIOLIFFEEN AND EROSION CONTROL PLO ST AND GRADING PLAN PIPING PLAN PIPING SECTIONS AND DETAILS DRAINAGO BASS ELECTRICAL DETAILS & SEEMS ELECTRICAL PLAIN L -S ARK -EP HORIZONTAL CONTROL PLAN PROFILES AEG FORKS CONTROL R -AN SUN AND LEADING PLAIN PIPING N AN PIPING SECTOWS AND QUAILS ELEAFTELCAL DETAILS IN SPREAD EJECTRONL PLAIN CE CBK-41 HORIZONTAL CONTEND PLAIN DEADLEWN ANN) FREEDOM COUPLE PLAIN SITE AND GRADING PLAY PIPING PLO PIPING DECLINES AND DETITNE ELECTRICAL PLAN FILE MK -46 HORIZONTAL CONTENT PLAN SNOWDON AND OCKNOR CONTACT PLAIN SIT ROD GRADING PLAN PIPING PLAN PIPING SPUDDED AND DETARLDA ELECTRICAL PLO LED CAI HORIZONTAL CONTROL PLAN DEMOUTEREN AND SEASON CONTROL PLAN SITE ROD GRADING PLAN PIPING PLAIN PIPING SICIONS ADD DETAILS ELECTIONAL DETAILS A SPENDS ELECTRICAL PLO FLO L201 HORIZONTAL CONTENT PLAN CONCERN AND ER09ON CONTROL PLAN SITE AMD GRADING P�* PIANO PLAN PIPING SECTIONS AND DETAIL STORM DRAIN PLAN AND PRAISED STORM DRAIN PLAN WHO PLACES ELECTRISM. WAS ELLS L205 HORIZONTAL CONTROL PLO DEMOLITION AND EPOSION CONTGOL PLAN SEFF AND GRADING PLAY PIPING PLO PIPING SLUMS AND Qi zTECENCAL DETAILS & PREPARE ELECTRICAL PLAIN GO VESSELS SAKONNET TALK MISC DETAILS NO DETAILS COB KATE NEPAL A COO BAKER DEFENSE COB DRAINAGE DETAILS COB OFFSET �ETATLEV COB LANDSCAPE LONGER AEG DETAILS AGE DETAILS MINGE DETAILS ELETRICAL DETAILS RIEBE DRAIMNGB ISSUED FOA PUDl1C WJRNS SUBMITtAL CBK-08 D4/O2/2O18 6.1-1805 neBREnn u CATs MEMS Ir I 0 AGSREGATU BASE HER NEER m nRFASLD - ��. 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FENCE WALL) 3w.e AGRA AMERICAN WATER WORKS ASWOUILIN rP PAR PIPE GE EYE OF SLOPE PEACE (CHAIN INK) a a GAS WHOM PED OLE a( ) GAS BC PEONMAJORGRURVE VPR IRA JJNGIRRIGATE PO oP OR OF SCOPE BY BRASS DISK HS POUNDS TV TELE TELEPH NE VASE LEry D n C L EROY (WIRE) SANITARY SEAM CLEAN OUT AN CURME - OW VALVE - NEW R — v- . a (SCT) BOE SmNOAR. sE„rx MANHOLE B V Bpocx FLBACKHOW UCW BREAK BR.sno w ,CLOS ARMS TEN .. BK B LANGCK LNGR EEE TURN TRAFFIC GATE GOING W BM BENCHMARK T LEFT EGA TOP OF STRUCTURE __ _._ _ _. 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OM SMS,=,a, Po PROPERTY LIKE OP DUCTILE EAM PP RESERVATaNERARRreOREST 'UP EVY EA DW DOWNSTREAM PPO _ CURVATURE RIGHT OF -WAY DreARWGr PRY AST -- ARaOO CNE ,,. AR REMRF VALVE ANY _j m r QUARE BmBR SCOW PRETENTOR < > 0 WAS SACINNO ............. AAAA. ................ RRLNOUa " J r OR a EACH PSI POUNDS PER YOURS INCH -- — - — -- L* GAT LVE I (E CC [EXCEEDS PAY POLYVINYL CHLOWTp) EAST RE 0 CEL CRMPOUNO curevenRE — — — — — — nTEimUNT YCORPORATE CWT _ ATTENDFc END CHEAP PT POINT OF TANGENICY ANOLE —HE 0 CC _ EF EACH FACE BEAR POINT OF RE03ON CLOUD E_ ELY ELEVATION SPUN POINT OF PORTUGALREPLACE CUR REEC EXEMU GRADE ENT PAYMENT FENCE POSE _ a EEC MANY LINED m BOA, PORTUGAL INTERFECnoN M TCHES INTERIOR LOT ONES _ PC M SLED ELECTRIC R SALES�� FENCE GATE ELL REPAY OR R REBAR JET EM ELECTRIC METER RD RADIUS OF CI STREET LIGHT GO ED END OF TRUE HIM REINFORCED CONCRETE PIPE LET w EP EDGE UP PAVEMENT RELATATI DENSITY LATEST TYPE DEUSTRIPHROM! IT MRIUATMN CONTAIN VALVE _j ERB ELECTRIC PULL BOX BE BONN CE MCC ECAUV RE REPEATERS KEMP REWIRED A-, IV PINE FREE `O'P. EUCALYPTUS PDT RETURN I END VERTICAL CURVE AGAR CALF EW WATER FAUCET ° �� EACH WAY VIII PIGS GALVANIZED STEEL AVY AS FUTURE UP FACES PART AM Am RAILROAD SCC PPE PAVED T REGISION �O aaA CA WTMIC FERE DKEYEARTAI OS w AR TENDER & CA FOUND AT RIGHT RED AVENUE HYMNAL UNIT RE FINGETED FLOOR R13HT OF WAY TO HUGHES GRADE NBT a�NFBTION (a) MELD ❑ ❑ TE PAMNG STEEL PRO DETAIL NUMBER WEMRR AUGHT QF � PH ENT HYDRANT a SLAP CONERE E FILING (REEMEW) I Er FLOW LINE SLOPE ImIll F I AS FLY FLUXES SCH SCHEDULE as M FORCE NLEND PLEASED ""`INE FART + LEPIPE END LEE ENG CFE �.ATIB) SIRE PEC FLYME FS ED N aOF ALK SP DOSAGE POLE THAI ED IT' ; LPUKIV BY FAL FACE Or WAL POLYESTER 1HOOC No GO GAUGE AUDI SAMUEL 'AD NEY'lld G W so SQUARE GAL GAMBIA SAM GALVANIZES ss SOMMERS SEAAR U ❑ ELTEGa MANAGE BREAK DOCENT NO 214317,01 OR GAS MEIER MANHOLEGRATING x%R RRR� E WATCH LINE PLACE E GPM SELLERS PER GRATE GRAVEL SEA STANDARD GS DAN SIT ST EFIL SIP STAND PIPE® ® SAY GAS VALV INxPmxGrfl METAL �O:,.V.. SPOT INTERARCH 6.1-1805 VALVECOY Say MINE OLD �TRUVMRE UP HEAD VAL SOAM STA siwrvG xw. / SECTION NEVA �iy RECORD No. RUPEEG3 "9u. CAMENDING EX�V�WN LEE CONTRACTOR SHALL RALLY A,L UTILITY AUTHMIFEI OR MUTY COMETAMIRS S IN IRE WEAK ASIA TONS WHIN SHALL NOT HE COMMENCED UNTIL [HE CONTRACTOR HAS FIRST BEEN PROBLEM AN INQUIRY IM11FKdUUM NUMBER FOR SUB SAREASHE INSTALLATIONS AS SPECARED IN SECTION 4216 OF ME GOVERNMENT CODE THE OMMACCOM STAFF OBTAIN WRITHER ASETHEBRIZATROM MGM MY PROPERTY OAUR CARL 41M PERMISSION TO ENTER UP PROGWRTY FOR ME PURPOSES LF CONSTRUCTING LEE IMPROULMENTS DELDLEATED ON ME PLAINS AND TRANSTIONS THERETO CONTRACTOR SHALL POLICY AND CWRUNATJ ALL RELATED WORK Will ME HOLLIZING AGENCIES 2 CALIFORNIA WATER SERVICE W I N OR RECREATION AND PARKS TROT 5 PG&E a SPECTRUM 7 AT&T 8. SOCAL GAS R. AMC FUTHER AGENCY GRANING AM EASEMENT OR ANNACENT UTILITY PURVEYCIR ALL WAIM DINTRIMMULAID S�M MANS AND SNITURVICE CONNECTIONS SHALL NY KEPT IN CONDSTANT SXTR�CF DURING THE WRK ALL PROJECT WELLS SMALL REMAIN UP SERVER EXQUITUT FEEL LESS THAN AGE MOM COK � -6. WK -32 CM -41. L-205. AND L-212 GAT HE TAKEN OUT OF SPLICE ON INMUSLY STARTINS �NBMY LIST 2017 lDWGH THE CONTRACT COMPLETION DATE FEE THAT WELL GROUPING, �LS III Hi C�-32 CRIF-41, L-205 AMU L 212 SHALL MET IN SERVICE DURING ME ENTIRE PROJECT EXCEPT FOR SCHEDULED �UT-DOMS WORDINATED WIN ME OWNITS LIABLE NO MORE DAN ME WEEK EAMMILLMON BEDBUG DEPTH OF 2 INCHES RIOR TO REMOVAL 0LOSS NOTED xER'MS ONFILEPLEAD ALL DEMOUSHM MATERIAL' AND DEBRIS SHALL BE DISPOsn SO BY THE CONTRACTOR RHITER TO EVANS A SU�17AL PACKME ISATTED JULY 5 2017 MR AMENDMENTS FOR CALL ��L AND CONTRACTOR SHALL OUGHT -UP EXTERICAT (TATUNG OF MANUFACTURER FURNISHED VESSELS AND PIPING DAMAGED CLOSED O�EOADINQ AND INSTUALLATION I. E uWq- SLUMP SHALL NOT FILLED + INCHES +1 FILE �MED SHALL BE PLACED Is ONE AND ONE-HALF HOURSMGM ME HAS WATIET IS INTRODUCED TO CEO AT 28 DATA A MINIMUM COMPR�l� STRENGTH AS FOLLOWS AWARD, MASS. AND MEASURE UAW PSI STRUCTURAL FOGDNGS Eaw PSI ALL OFFER STRU TURAT CONCRETE EGGS SPSI CONCRETE CONSTRUCTON SHALL CONFORM TO ACT Ia NO TEAT CONMETE MIXING WALL COMPLY WITH CON CAP SUBMIT MHURETTE TEL DRAMNLY SHMANG ]ITT LOCATION OF PLANS FOR I RMS REQUIRING SLEFEyES AND EMBEENMENTS IN CONCRETE WHICH ABU NOT INUIDA [ED OR MOM ON STRUCTURAL DRAWINGS NO PIPES OR SLEEMST SHALL PASS ENGLAND STRUCTURAL MEMBERS UNLESS SHOWN Con DRAWINGS FILM ANCH�ING DEVICES CGINCRETHE SHALL BE PRESENTED MOM PREMATURE DRYING INC A CURNE e DPD//m EwnLxs sIIAu MAE TOGGLED 3/8 INCH 0 ALL SUMS SHALL TAIR A TOGNI FINISH MD A FF -35 AND A FL -25 IRE ATERIALS o)ALM BURIED PIPING VATTIN THE SITE PAMBERTY LINES SHALL Or DESPITE ROT PIPE NG TD SPECIFICALM 33 01 Ad UNLESS OTHERWISE NOTED b)ALL ABOVE ROME PIPING 4 INCHES AND LARGER S14ALL ELF DUME WAN CR YMT STEEL Hr- THIN FLANCEE So GROOM) CONNECTIONS CONFORMING TO SPOILEATON 33 01 00 UNLESS ODERMSE c)AALL Y SHALL BE ns e c eBERGASKETED PIPE UNLESS OTHERNEST NOTED NOTED SHALL WDIUM HYPOCn as r. /2 [USING NODE or EPIC GONDTIT CONFORMING UP SPECIFECATION 33 01 00 UNLESS OTHERWISE NOTED e)uL DESCRIBE RECRIALON PIPING 2 INCHES Al SMALLER SHALL BE SCHEDULE w Per CRALWIMwG TO SP CIFICA HALL 33 01 00 UNLESS GTHEdApr MOTO DRAIN '101M 4 INCHES MD SMALLER STAFF BE ASIA 3 3034 SEE 35 2Rl ALL CNI mu NOT RE URE NEARIN ore a 01 00 PARAGRAPH 2.19THRUST BLOCKS. }OPECT (CAP MUCALS) SMALL BE EQUIPPED MIN A LOCKOUT DEPICE59 me mEATUBNT °)BUq¢ GAT VALAs CRALL BE EQUIPPED MD A HEARING DEERS CAP. sw SERACES LWONG DEBRIS CAP OR EQUAL n)nRD Els SHALL BE EQUIPPED WTI A HOSTCOUT GRACE. TUES. BRADY UALUNG COVER OR EQUAL OLOCKx., ms VALVE. ATE CONTACT THE a n¢ D PRIOR m ALL MOM BROKE PIPE SHOULD BE Pri "TH THE WRING SWEEM ASSUMED IN SECTION ME ar 00 OF HE SPECRICATUB)i PIPE GOLAN SHAPE BE AS SELECTED BY FILE OMER (LLsHARDWARE FOR BURIED CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TmiSEA WATER MANS SHALL BE DAINFECTED AND TESTED IN ACCORDANCE WIN THE SPECHICALONS PRIOR TOGETS PLACED INTO SERATE, L coxmas, coxmGL wlwrvs, aRnr xsnD Eiij os DurewC Owsi-IlrrvusonOx. Ox % 'ARDSCANNG ACCOMONSO FILM CHANCES IN STRALY REM MD PLANT DATIONS STOP MANANKS FOR THIS CONTRACT COAL BE COORDINATED cold MENSIGNS NOTED ALL AN ASTERISK '* AN TO BE COMORNATTED Affal UP DIVEN90NS ME TO BE FIELD ADDED BY FILE CONTRACTOR PRIOR TO OMMMUNG WORK OR FABRICATION IF ANY CONDILON cards THAT 15 NUT S MOM ON ME DRALITINGS NO ENGINEER SHALL BE GAINED MAINEDIAMLY. 0 NOT SCALE DRAIRINGS STATTER DIMENSIONS SHIA L HAVE PRECEDENCE PER WAITED DRAWNSTS. LEE ENCANEUX HIS �N�LTM�. AND EASE a FAIR OFFICERS, EMPLOGOES MD ARGUEENTS. MGM MY AND ALL LIABILITY SUMMIT TO= OR DAMAGE RISING AN ALLECED TO ANDE FROM ME PERF�MMa OF THE MARK Eful HEREIN, BUT NOT INCLUEANG LEE SPLICE NEGLIGNACE OF at[ OWUWRE NUMEN HIS CONSULTANTS ANC EACH OF mere W9c S. S)EMPBOrccc µCENTSONDS OF f TEL WORK SHALL BE BY U(SINSED NG AD APPLICABLE G'DATERIALS MD METHODS IN E(CBc). LE ORDINANCES MORT ABC DISCRESPANCIPS TO FIRE DESIGNER IMMEDIATELY NY CHANGES TO ME APPERI %I OF F -MR, al NOTIFYIND THE PRINTER PRIOR TO WON CHANGES ANSI SAID INGINEM MOM ANY MD LL RESPONSIBILITY WIN RESPECT PC ME LABUTIN DAMAGE ME EXTRA WORK SALLNG FROM AND CHANGES LL WORK SHALL OMFMM TO THE LATEST APPIUCLABLE CONSTRUCTION AN Up RTOUIRI MI N IS 01 UCLA AND ANY OTHER GOVERNMENTAL ENTIT' FILE DUTY AD ME ENGINEER Q CONDUCT CONSTRUCHLON REVES GO LEE CLANTRACTION S PERFORMANCE IS NOT INTENDED TO DODGE JONES OF ITT DEQUACY OF THE ��ACMR S SAFETY MEASURES IN, ON, OR NEAR THE UNSTRUCHEN SITE NY SUPPORT SERVICES PERFORMED BY ME ENONEER OR END EIRESEN AHMED WRING CON31RUCRM SHALL BE [DISTINGUISHED FROM ONMUOUS AND DETAILED INSPEEVURN SERVICES WHICH ARE FURNISHED BY COOPER) PRIOR TO DURING, OR AFTER (GOESPLEIGN OF CONSTRUCION ARE ENTORMED SOLELY FAR LEE PURPOSE Ad ASEIGING IN QUALLY CONTROL MD IN ACHIPAING CONFORMANCE MD CCN��T BRAIRMAGS AND PECACALd ALL THEY DO NOT GUARANTEE CONTRACTOR S PERFORMANCE MD SHALL NOT BE CONSTRUED AS SUPERGASION OF CONSTRUCTION TIED SHALL COMPLY NUT ALL MUCOMMENDAMPIR CONTAINED IN ME SITE-SPENDIC JENTECHNISAL INCESTEGAION REFORM I SOILS ENMEARING INC IN 2017 FOR CC1UMdddC' KEY GWIMMICAL R PORT RECOMMENDATIONS HAVE BEEN IN ME FOLLOWING TABLE LOADING crzlTwls 1 REIN MOM DIFFER CAN A AT TH Let A 3 FROM 4 ALL R 5 IF ONE CENTE 6 UNTIL OTHER COLLOR HUNTS NO ALL A ED ANDLEE AIEG�Y OF WHERE IV LOAD date mncRETE xOr FxvCSFG 10 'N2nmEx OR IN cw*nci vnrx spaOxo J MQUA TC DESIGN WUND SPEED 115 NUT RE SIX NEENTS so CLADDING A AS ME PRESSURE Strippina Structure 0 LOAD we II e9 S ono 0 431 Ores Per At RESPONSE CUTE"Ll So ion - C METHANOL FACTOR Is Jan. 10 MR B%CKW� TANK MISS U C DESIGN CATEGORY n Baa Seat C FORCE ri Ani Remainder ° BASE SHEAR VARIED o VARIES .eem Up o Hen S PROCCOME ELF LOAD DESIGN HIGH WATER LEVEL N/A LOALS HE OF MR 36-4a M ED 344) 420AT Plop A plus 12 FLAT and spi 6 plus 12 andflad and 12 scarify and Earned am 12 scarify and axu NOT t^ rand sow row ( Parry 0,10 'rnrc-n ma 'eewnn .°mP.a 2 beyond mw Awl 4OTKAIUFJ did 12 scarify ancUP Off reersKi 5 Beyond ran paid 2 beyond Ad w ads 4 PC LOADING crzlTwls 1 REIN MOM DIFFER CAN A AT TH Let A 3 FROM 4 ALL R 5 IF ONE CENTE 6 UNTIL OTHER COLLOR HUNTS NO ALL A ED ANDLEE AIEG�Y OF WHERE IV LOAD MORTANCE FACTOR Is mncRETE xOr FxvCSFG 10 'N2nmEx OR IN cw*nci vnrx spaOxo J MQUA TC DESIGN WUND SPEED 115 NUT RE SIX NEENTS so CLADDING ME PRESSURE OT WALL 0 LOAD AL RESPONSE ACCELERATION St e9 ALL RESPONSE ACCEMOUTIKEN $1 0 431 AM RESPONSE CQEFF1CIMA SEA 0 CURB At RESPONSE CUTE"Ll So 0.4569 C METHANOL FACTOR Is Jan. 10 MR B%CKW� TANK MISS U C DESIGN CATEGORY D C FORCE ri Ani VARIES BASE SHEAR VARIED C RESPONSE CLEFFIRCENT C& VARIES BE MODIFICALLON FACTOR A VARIES S PROCCOME ELF LOAD DESIGN HIGH WATER LEVEL N/A LOALS 25 -to OF MR 36-4a M ED 344) 420AT t. nNo/OR CONSULT WIFE A GETTEUNDUAL MUNUM MD ME TOUNI PLAN 2y ED BE APPROVED BY DF GFROT'OHNICAL ENGINEER MH ACTING MILK TO BE DOME PER 2016 CDC. GRAPHER 5 a a OLD IN ME PR�Cr ARE GENERALLY CLASSAIRM AS 'BILLY SAME' ED < Add- 9nT o.NP re12OF GEOTEOUNICAL FNGIMPFRING COMPANY INC s moo)20M 3000 PIECE FDIC esSUMED ALLOWABLE GD - NUMBER OF (BOTECHNICAL Fril 1-ast-saMD 261 PDT FOR TANK AND SESSMIC 5 MYARTCONSPENOTREM NG SHALL LAP A MINIMUM OF 1 3 TO AT SPUCCES UNLESS OTHERMSE ME Ed IS FILE TENSILE ��MENT �CH I WIEN BARS OF SIZE ded TO LOCH OTHEM SPLICE CALLED FOR FILE SMALLER BAR SED DOWEED STAFF HAW fit SAME SIZE MD SPACING AS THAT S AT OPENINGS ALL BARS IN LAPS OR W WINDS ORCING MAY LAP PATH COUPLERS WHIRCH ARE 125% OF BM M W�MR %MOTT AN ISO REPORT FOR COUPLERS CUT UP REINFORANNO STEEL 15 MCM, 11 13 to BE LOCATED IN ME S TO REINFORCING ARE TO EARANT CENTELINES, UNLESS NOTED BAR EASE IS CLEAR DISTANCE BITAKEN THE BAR AND THE SURFACE UNLESS NOTED OR SHOWN OTHERNSE BAR OMER FOR NO STEEL SHALL BE AS FOLLOWS SIZE I EINFOpCENENT COVER CAR ACANI_ UMOMrv OLMSLU 10 RDER (IN) 1 O E (» aOAT OE Run wxI nu°EAww uE�°AF R BBNG nl A usr]. URAL SHARES M, sy Al C, vLY mm ASTM Ax (i M red UNLI, AS PER ESS NOTED E MANUA ITA SE E TO COMPLY c STRJCTT AL SL SHO UT UNLESS NOTED ALSO MANUArv131 EDITION, TOm SIR REQUEST MD DIFFERENT SPECIFICATIONS DAN NOTED ABOVE AG+oiDA° IS STRUCTURALLY STABLE MGM ALL ASPECTS OF MEMOM ON THESE MIAMI ART CGIMPLETED ME CONDUCHORTERMINE MEN MD "ME TEMPORARY EXPIRES IS NEEDED LARGE CONCRETETO v H OR WEATHER - - JI Ed ePpleweaabn b3l-wiR[, — - 2 - SMUFA 11/2._._-_ mncRETE xOr FxvCSFG 10 'N2nmEx OR IN cw*nci vnrx spaOxo J MQUA /Ia m,we sus NO pII eu+ k sMMOORE SIX 1 O E (» aOAT OE Run wxI nu°EAww uE�°AF R BBNG nl A usr]. URAL SHARES M, sy Al C, vLY mm ASTM Ax (i M red UNLI, AS PER ESS NOTED E MANUA ITA SE E TO COMPLY c STRJCTT AL SL SHO UT UNLESS NOTED ALSO MANUArv131 EDITION, TOm SIR REQUEST MD DIFFERENT SPECIFICATIONS DAN NOTED ABOVE AG+oiDA° IS STRUCTURALLY STABLE MGM ALL ASPECTS OF MEMOM ON THESE MIAMI ART CGIMPLETED ME CONDUCHORTERMINE MEN MD "ME TEMPORARY EXPIRES IS NEEDED - f Pao NG AK14sL NO o A � ._ ALE TNrc FABRICATION .n°N ° ALL BE NWHEING 6.1-1805 a LF RECO Rm 49iFlGrPW AND N9PECPON OF a+ PWC GA -NTG MAL RERIFIGAIIIAN OF WELD MEET WATERNAM A EFFIFICATION RANKINGS TO CONFORM 71-7D AGO Sao SPECIFICATION IS THE PROPOSED 11 9104 DEC 910 4 AAIJI UCTION DOCUMENTS AND EM DEFENDED OR WERE STRENGTH A �r NBC 1908 aF MGM IS USED AN 1 AVG AS. INI Ut ANTIGUA I (Sl -INSTALLED IN TARGETED CONCRETE A 386 515 EMBERS COMauAMC-- IREo 2126 TO ENCODE CAC 190911 WRIPANG USE OF FOCUSED LAWS MIX AS AT& COAL CwauaxCE 32-54 OTION Or WELDINGE X CDC 19042. RUCTURAL RUED STEEL COCA - _- isiaZ xT 1910, 3 AT THE TIME FRESH CONCRETE 115 INSPERHONS IN ALTO C/O METED GO FAVUBMTE SPECIMENS FOR THIN BECTON TERM Cal TRENGTH TESTS PERFORM allNP AND x x ARE MARBLE ASI 316 56, R CONTENT TESTS, AND DEPRIAME FIRE WERE ON FARPCAnDN 1N MARKETED INALLETHEN BE COI AMU --x----r---- ON AUSIAnA, HOTCRETE PLACEMENT FOR PROPER THE PREMISES w 510 APPLICATION[ ISCHNIQUES A FABRICATOR ABC FEEL Z 4. LEG AND SHOT NEEDS x REGICTURED AND -5) NOTE S 5 F - slASOCORDANCE FLOOR AND ROOF DICK WEELM NTH GREG 191018 INSPECTION MR MAINTENANCE OF TSar.x AU 610. SECRET CURING TEMPERATURE AND I X 5,11-5 lA CONNOTES TryAl OF %MNI OF I " " - -TAX CDO S109 ate. 6.11 A MI reK VON STAFF, iNO STEEL OTHER IRAN ASTM CATCH AND DIRECTORS OF THE X I Ai2)RE 0 NEVER HONG FORMED THES BECTON BECTON 3 AS ARE MAKER ox ENFORCEMENT STEEL SHALL REACHED FABRICATION IS BILL TEST AL AND ANAL ORCrG IN PERFORMED ON !R UPORTS-SEE 41 AND SPECIAL MOMENT UPS PREMISCES BY 1000 FOR D, AND SANDI ELEMENTS OF A A TABRICABOR FACEPRONS AD STEDUCHAL WALLS Or CONCRETE �M)HEAR �. NcaulNFo vENwcnnoN TIED ixsc ou of STEEL lISiRUCiION MAL RERIFIGAIIIAN OF WELD MEET WATERNAM EFFIFICATION RANKINGS TO CONFORM AGO Sao SPECIFICATION IS THE PROPOSED ANCHOR AD 3, UCTION DOCUMENTS AND ANN AT I DOCUMENTS COMauAMC-- IREo K TO ENCODE cm NATE a CwauaxCE OTION Or WELDINGE RUCTURAL RUED STEEL COCA - _- xT AND DI I ecNEmATOM BREACH WELLS INSPERHONS IN GAP 1704. THIN BECTON x ARE MARBLE WERE FARPCAnDN 1N MARKETED 2) uBEDPANS FILLET NEEDS --x----r---- ON THE PREMISES w s S/1s snnEs,Yss FILLETNEEDS A FABRICATOR LEG AND SHOT NEEDS x REGICTURED AND -5) NOTE S 5 F - slASOCORDANCE FLOOR AND ROOF DICK WEELM NTH GREG ARE OF 5AMNON TSar.x MC 1704 A I WORKING ABLE TryAl OF %MNI OF I SPECIAL ANY DI 4 iNO STEEL OTHER IRAN ASTM INSPECTORS IN AVG 3-8, Ai2)RE x THES BECTON BECTON 3 AS ARE MAKER ox FABRICATION IS AL AND ANAL ORCrG IN PERFORMED ON 41 AND SPECIAL MOMENT UPS PREMISCES BY D, AND SANDI ELEMENTS OF A A TABRICABOR AD STEDUCHAL WALLS Or CONCRETE �M)HEAR REGISTERED AND RIFINFORCTMENT APPROI INSHARE ACCEPTABLY F SECCON 170+2 a) LEVER RECHECKING STEFi SOME FINE-REBSTAND MATERIALS I NBC LEGO 12 ED AND TRUESCENT A DEC 17CH 13 ESINTANT EASTMAN ANS 12-0 R NOME PATCH UP LEE START OF ANY PHASE OF CONSTRUCTED 7 CONSTRUCTION RECEPTOR SECTOR xoUR xanc_ THEM/SECTION MAY BE x0PF1Eo ATA(661) 326-30Q LEASTLL BE GIVEN AT s4 FLUOR BEST NOTE - PACTON, TESTE SHALL At Cr- RESPONDENTS or FRED DFAL�r5 SHA � E�irvED MY ME CITY LHONT IT LOCATION EN STREET MOST SHAPE BE CLEARED FROM TIE CITY OF BAKERSFIELD WORKS DEPARTMENT FOR ANY CURB PERFORMED WHIN EXISTING HEY STREET RIGHT OF WAY UNTEDS SECURED BY A SUBDIPMON ENT, SECURITY BASED ON AN APPROVED ENGINEERS M11MAHE FAR AS PERFORMED WHIS THE RIGHT OF WAY AND INSURANCE AS M SHAPE BE CROSSED PRIOR TO MCI OB A PERMIT M $HOPE RATTO FROM BACK OF SIDEWALK TO FACE OF WAGE OR UBE SHALL BE 4 1 EXCEPT FOR W FEEI BEHIND ML GRENADA FILE MAXIMUM SCOPE BULL BE 2% A�TERNAUCAPLY DUE CITY ER MAY APPREFF OFFERS BEHIND FEE SIDEWALK OR OTHER METHOD WENT EROSION ONTO BIG SIDEWAM SPUBUC WORKS US IN PVBUO RIGHT NAMED BY THE CONIRACIOR OR DO NOT MEET CURRENT STANDARDS ALL REQUIRE SEETHING AND/OR UP BaORAESNO AS 6 aER circ ENGINEERROUND GROUP L BE CONTACTED (2) WORKING BAYS union TO CONSTRUCTIONALERT11)sxu TWO PROCEEDSBBC FACIPUTES IN FILE STREET TRIP OF WAY WT11M LEE PROPRITY E WITH ARE SUBSTANDARD OR DAMAGED ALL REQUIRE ESTATES OR REPAIR AS METERI BY THE Cl� CRUNCH 9.PROJECT IS SUBJECT HE THE TIS) ANOTICE OF ANT DISCHARGE ELI SYSTEM ( BF I ( )0 COMPLY MEN FILE TERMS OF THE MATURE ASSOCIATED MEN CONSTRUCTORS ACTAITY (SNAKE COLOR a ONI AS AMENDED OR ELECT MUSI BE LEND N IT STATE IN SACRAMENTO DEFORc ME BEGINNINGOCOSCAR ) 0 COMPLIANCE Al THE GENERAL OoYN� REQUIRES AT A STORM urv(Smaa) F� A CUT XPD ALWAYS BE ACLAVLABLE FER PUBLIC INSPECTION DURING L CONSTRUCTION HOURS 5 19 NORMAL SERIES—VESSEL GAC TREATMENT �a^�=�a�aN �, � a � BMo �.�� � �. � sF O P <���oR x_ �x��n� >ax. .�..� a�Eo � "� M«R � �AEu�RE RE��f �>�� TCP TREATMENT PROCESS FLOW DIAGRAMS BACKWASH OPERATION X � F o.� a a�.� ��n� Y rs�w � wo oinw � o we i _ __ 4q� �� O �o�s__ �aoa� .���.�����u�o�..�=.µo�o��a� ���a o�.� e e a�. SULFIDE TREATMENT PROCESS FLOW DIAGRAM ARSENIC TREATMENT PROCESS FLOW DIAGRAM 6.1-1805 v 8 r 19 c axDLO REPO 10 ,EE, PIPE LUMBER YARDO v.ry �EwcAR LxE H xOVERE 284,350-01 A.P-WATER MOL WERE! CRETERIA TABLE DIP UK ACP TOP swSD OW RATE AN CAPACITY 2 700 31 2,850 FIR CONTACT EME LOADING RATE 332 MIAUDI 11 9 ADvACCENT MERGED IS c axDLO REPO 10 ,EE, PIPE LUMBER YARDO v.ry �EwcAR LxE H xOVERE 284,350-01 A.P-WATER MOL WERE! CRETERIA TABLE DIP UK ACP TOP swSD OW RATE AN CAPACITY 2 700 31 2,850 FIR CONTACT EME LOADING RATE 332 MIAUDI 11 9 ADvACCENT MERGED 4-0 T03 TO- STEE EPP` OPBOX ERMOLECULE KERNEL) F-F21EY -A c axDLO REPO 10 ,EE, PIPE LUMBER YARDO v.ry �EwcAR LxE H xOVERE 284,350-01 A.P-WATER MOL WERE! CRETERIA TABLE DIP UK ACP TOP swSD OW RATE AN CAPACITY 2 700 31 2,850 FIR CONTACT EME LOADING RATE 332 MIAUDI 11 9 ADvACCENT MERGED RIPINQ LEGEND TV DUCTILE IRON PIPE C -AM PVC PIGS UA-GRAMTY EP REFERENCES CONCRETE PIPE PCESVER LINES 0 RULED STUFF PIPE SEIDENBERG) Grow n Call xro eylow. ELO P,PIxC xDLES ON SLE. G4 FOR PIPING SIEGE pare. INFLUENT CONSTHEN LEGEND EFFLUENT OM BACIWANH SUEEN DRAIN FEE � BLOW"® EUROPE RULE VALVE *IF RAW HEAD ERNEST NC NORMALLY PASS) NO NORMALLY OPEN Noxa © CHLORINE INJECTION PCW RE POLUDETEETLENEE AM VAFVF BOY ©ELEMENTAL PRESSUREFLO TENDER JOINT ESTRUCTUCER a CE) NJ REQUIRING, JOINT ABOVEGROUND SURE cw) STANDI BURIES DENY. SEE PIPE - FRENCH DETSL COMPLY STATUS o SAMPLE .AP EQUIPPED R,~ A LOCH NGDUST ro SET TO LEE �aDx MAXIMUMPPAxSETTHERED PIPE SUPPORT PEE =DPPCI SHALLNET EXCEED 15 FEEL D. SUPPLY FEES OR NEUTRON RDD= a= ALLPPESZETRAY, LE NH, WHETHER CHEMICALLY B REDUCERRY BURDEN FEES OR REDUCING TY BOUNDARY 12 ELBOWS WAY OF USED IF ACCOMPLICE PIPE TYSIZE CHANGES DIRECTION OF FLOW OF SIZE AND MAIRERINT AIR EXISTING PIPES BASED ADAPTS P" AGE FEE AND RECORD INFORMATION BY --IF PERRY ALL H, CON=CONT�OR MARINE DURINGOFFERS ,s RAx� LING ADAPTER A XO 5 RE a DETAILS o ED SEL AND VESSEL W s s TED IRON REDUCING LEE ��� CILE IRON LEE ,s 90 DUCTILE IRM EUS0 w 16%RE DUCT IRON SENSOR 161 DUCTILE IRON C 08 OR INFLUENT LINE �EARE ; zaooPF ATC, PER R »moDAR.0 YET EWELF TV A ME — o „�D 300.W RGNRnD Ad <s o „n, DUCTILE IRON REnOaNG IS GO z — 12-x12 LUXURY IRON TEE (A 359,50, ,,. 90 BUSTLE ISBN ELBOW I FE X NJ BOB F RR� .LE ® GDLE R0 ELBOW al ®� o . DamE IRISH REDUCING LEE ° /SCE Q4 9T SECURE 8 IRON ELBOW O�= TE 9 12 BUTTERFLY ARRIVE SIR TEND DDCWPxG Walk E� .Ita�e ® .HDPE YARD DRAIN DIP -MAT HURT DENIED ENCIDIS UIRI Ro sOF ALL BzRRYPI= PEACE NO ANDPPE SP2. EWS PAorea. IN PLANE ALL EASING ® D,m,/R ALAN. 3e�9 -350- .. INCREASE LATERALS AND ADDRESSED) APPURTENANCES. 1 5 10 A F SEE 4 BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY I � PEDAL OR YLAR�M YAN� R: SHUT DRAINS TO CITY BASIN NO 52 0,24 MILES EAST OFLEEx���� EA9HERD 6.1-1805 �`CBKOS-C4 BLVD, CN RECORD No. 10 0 19 CIDNSMUC„on, FECEND o Aa CAP D3 STANDPIPEFIE, — O DNAaF xroau„ z 3' 5 jFEun� xPrµxaSALE � xrv)DO " DIRECTOR or FLOW - N Q HE sS SUBTLE IRON ELBOW © a FE r Mn ADAPTER ,D..D nD XOME IRON TEE is AD DUCTLE iaou ELBOW z® ,z IF A Me aonv,Ex (SEES is RANGED SENATOR ADOPTED ® ,z so DEATHS ireM ELBOW � iSI DUCTUT ireox RETURN n ,z BARRED COUPLING ADAPTER o s.,e.D DUFFLE IBM TEE (oLD M TG 12E S) ,an a PER , ELB, ,re HS DDE,�IaDx REFUSING TC .® ABOARDCONFINE o ,_. D OUGHT IRON REFUSED m DUCTILE BE 2Dw. 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LET � gra cFEC FLcI IGN 2 Bill cCOB I TH Ni [CID . �l46 111 BENA IF wCG a s CLE DRAFTED BY CHECKED BY S, 0 Hill DATE OJTA2FP r (, LO x ao x Rol pLc x ac x EEs) zre z pas w` ) ' ACROSS' 1 NON—RETAINING LANDSCAPE WALL PHASE For A—A� 6.9-9805 THCBK08 C5 KNISEC "A—A" �� CI1Y RECORD NO. 11 0 19 KO C D Via• uE _,� 1 P�/PJRS`DfAGN 4' YARD BE DRAIN mill CONSMILI Imcwn PRO ICT NA, 'PERAI -III TO SCALE PHASE 6.1-1805 KO C D Via• uE _,� 1 P�/PJRS`DfAGN 4' YARD BE DRAIN CONSMILI Imcwn PRO ICT NA, 'PERAI VARY, HARI TO FELT WERE TO SCALE PHASE 6.1-1805 xwWu OR BYLAW ALL m 10 O ALL WHARF RANT z ' -� E VALVE3ANGLE "� PROa FART x uAIP NIH) DIRECT m R DW ® Q 90 D°CCOO +tr REN ELBOW ® e 9a DUCTILE IBM ELBOW ___ AUEIRON REDUCNG LEE BI D:e wDCE IBM IO OR G DUCHEE IRON REDUCING FEE ` 12 GO T AC ADAPTER pp F ® QK) Ix FLANGED COUPLING 12 CA R DUCTILE ROK REDUCING TEE ` C2� � Ix O { ® ENTERED COUPLING IIS _ , Pro x no) — f Co.E)F -wm� m ` T4 ULDx aD Xn EL FINISHED ADE F, F, ) ` & 6 /' SEC "B—B" x ELD, RUBBER MADE I } SEC "B—B" -= � � IwELUEwT TIwE w,�, B�-Dz CONEYZAND GROUT US IC RICO� STIORM DRAIN SENATE N.T.S. ALI YARD DRAIN STANDPIPE CONNECTION FBI — CH IOU Oo ON 0 ON BE Z CURB INPUT brCA () CArLi MORTAR ALL ARE No Ni /7,ErFCE� TORED 18- OR.w uwE T.P �.. GREEN E) ss aas WELT LEE nT TP . H`)RSTORM STORMag°=L_e D') LL AND MORTAIR� FLO END OF POP PUP PROPOSE) PIPE MOST S) u FLO BASIN HIRED BE FLUSH E BASINa [ UmPPw w ` - -:EJ �a a REACH ENI ewe scsnsd e NOTE TAPE CATCH RAW CORE TREFOUGH FACT OF CATCH SHE m in A BASIN AND FULL ANNULAR GODS WOUND BEEF CRY U/P 1A FEE WTH GRANT C CONNECTION TO (E) CURB INLET 2 PURSUING STORM DRAIN POP AND CURB INLET MAY JOB NO ---- PRO ICT NA, 'PERAI VARY, HARI TO FELT WERE TO SCALE PHASE 6.1-1805 xwWu OR BYLAW ALL CONNECTION TO (E) CURB INLET PE WIN C, SEA FRECANI STEP "'"1/2 A, E ALAIN VOLUME SECTIONS W1 FEDERMAN SE TOP an°ING ;°RATED ! GALVANIZED GRAM FOR;ref=°o �Al_ 8 ON SHEET DR DEATH PER PIPING PLAINS CUT 12CO OPENING INES PC � � El GRATE BELOW ELEOWa S ix, OR ll' SE ° I B em Em ILAv� Hrz DP sFaL'xi/Ar PLA P -a THE �.. =pfiSKIS z'xis SRI EA Am I g=f TURING T/ L ,em Pz 6 ® ® F sL. DETAIL e/unsrzal. 0 �1DC STNUPE 'A 18' POP NOES I CONCRETE BEYOND VESSEL PAD DIMENSIONS —._ Ea ANSI UR —12' FROMT L s,e' ..° DEEP HPE w SMALLBE CONCRETE I DETAIL 5 NOTES Aunt SK. CONCRETE k EPDXY TA� CIN ps LARVAL ANCHOR az•m OLT MIN, UP 1 WI BEYOND WSTC PAD PROGRAMS m - SECURE AMA^" CONCEPT PAVEMENT 4 ,z .NU oSHELF �^ Uj 1 EA SCALE NOT IC SCR_E AIR GAP SUPPORT uaNO AIR GAP STANDPIPE ONE SET OF VESSELS TWO SETS OF VESSELS �S D„x SANITARYCASE 1 NEW SEWER MAN INO(FIGURES1 AND z) SEWE , NEW SEWER MAN RETIREDZONE SPECIAL CONSTRUCTION FORNITARY MAIN LCAP A SANITARY SEARS MAINS PARALLEL TO WATER MANS SHALL MDT BE FrWA %LOOKED ((x v:NE oxer) NIurcONY m ZONE WITHOUT AREA WRITHER APPROVAL MOM THE DAEMON OF DRINKING wATLre AND PUBLIC AS VL) AO SI MAx FLANGED CAUPUNCKENYA OUPUN JF THE WATER MGM PARALLEARC THE nr nsys (x PLACES) \ TI[ (s PAcfs) D vTM IS PLACES) EE (rz PLACES) ATMA” SANITAA RY SCALE Mux SHOULD DE CONSTRUCTED ON ONE OF THE COMMAND WATER -� TO DSMRIBUTI� To mFEUiax AT 2 HIGH-DENSITY ( 9 PFR ANNA ^I FRAM wsu _ FROM wu C006-99). � f a 2 GREATLY REINFORGED LISP[ PIPE WTH GASKETED NAMES (PON ANN - 894); 3 EXTRA NEE ACE STRENGTH SHAPED PLAY PAY AM COMPRESSION JOINTS /TT /RoSp SLM 4 PRO BARELY PIPE "M RUBBER RING TONTS ( ) vnLuuF 4 NO 5 CAST OR DUCTILE IRON PIPE WITH COMPRESSION ANNE ON z WR MAIIN B. REIN CONCRETE Prete MET COMPRESSIONAuis (PLC awwA cwz). YANG LYLE LY eA.e. C IF LEE WALTER MAIN CROSSED BELOW LEE SANITARY SENIOR MAIN - EASE_2 VALVE ) p LACES) P REQUIREMENTS FOR M� 2 ZONE A FILE SANITARY SCALE MAIN SHOULD HAW NO NEW JOINTS MTHIS ULN FEET TRW EIMER SIDE OF THE WATER MAIN ( c)ArvBLOOD 91 CONSTRUCTED Or ONE, OF THE FOLLOWING nC 1 A CONTINUOUS SECTON OF DUCHLIF IRON ARE PULL HOT DIP BITUMINOUS MAMMAS // Y.ONF LNE VIAfEQ NATR �- A IF TH WATER MAIN CROSSING EAGER TOP SANITARY EFArp MAIN WAS N01 A SET ME CASE A ZONE 0 RICHI THIS SAN41ARY SEWER MAIN SHIGH) HAW NO CENTS EAR 2 2 q! ME 2E WHIN PENN L�Sf FROM CUFF GET � ME WATER VAIN (IN ZONE D) ND BE UP ONE OF THE FOLLOWED F� nM� AN ONE (PER ; )rvs NOPI HOLDER SEE AT CA AN ~ OT P aTCONSTRUCTED i DEGREE IRA PIPE AN rvMrvws OBSESS m[wnx„up.Ewxs BARB TEA e UNIONS; T MAY BE sUBsnnF rocs fA N U05 u A MAY RE 5EGA AT 0 3 A CONTINUOUS BECTON Or CLASS 235 ( AREA CAPE) PVC PPE DR 1 FLA MITI FLA MANAGED LJ EQUIVALENT. CURTI OVER ME PIPE BEING CRUSHED, 141 WATER PIPE A, 3C AL 4 A CONTRACTS SECTION � REINFORCED CONCRETE PRESSURE =PE (PER AWAY CARD) LF PIPE NO MINTE-IN WATER MAIN 6 . FR scut "A NOF TO SCALE Cl. 5.ANr a SEER INS W x NUOUS SLEEVE. FIGURE 2-GROSSNes ABOVE GROUND WELL DISCHARGE TIE—IN Oa UNDERGROUND WELL DISCHARGE TIE—IN I GO CAM I GE 2: NEW WATER MANS INSTALLATION (FIgR1 AND 2) H GIAN]B NEW WAAN PONT xMAFRre SANITARYA NO WATER MAINS PARALLEL 10 vAsreuclEs n .2 MOTOR GOLFE IN CASH DRECTON MTHWT PRIOR WwTF N APPROVAL MOM THE DIVISION 7 DRINKING WATER REPAY COLD SFTRA�NGNTH 60 KS /�'Z R IF LEE SANITARY SCALE MAIN NGIE WATER E C 44 ZONE BeFOLLOW CONCRETE ANN BEHAR MAIL COMPLY MET PROJECT WATER MAIN SHOULD e m ME ELI w SPECISCALONST $�� Pe O HANDED COUPLING I ANNE PAN AM MOTION WELDED JOINTS L ADAPLre F TO 2d 2 CASTLE IRON PIPE MURE HOT DIP BITUMINOUS / BEYONDPADPLUSSCARIFYAMID-dO9), REPENTANT uFrs PwMssw tl � M DECALTY FR Bnz W MAr CHRATED c WATER PPE (OR PER WxA C90 BE CAI OR as T D _--. =8 O c EQUIVALENT ° sRu ER TYPE PM APRA O n � &. (eo) RG L () / � SPECIAL J MAN Are RPE saes OggLY oR.Mnu CES NOT CcsE WATER eeF 311 ANCHOR BOLT OF DIMENSMINS CC c REWRMn s, WATER uury SHOULD HAVE uC ixvmLEry B ' RVNr WILL GENERATOR adFEET $0nE SArvFAR. SEWER SONE) AND BE �E ANUFACTUSPECIFICATIONS LESION LREAMILH CONS,re - P D CENTS (PRA AxwA Y SONE/ e PERRYTIL 2 DUCTLE IRON PIPE MH TIME DIP BITUMINOUS CONTRA DRECIAL � al CENERATOR ATHI DESIGN SHALT OF_AN LICENSE NO 3 SERVED ABC WRANGLE ONIF-MURTE-II ACTUAL STEEL PIPE/ T m SUPPLIER BY THE GENERATOR MANUFACTURFIR °- PLANS 235 PRESSURE RATED PEA WATER PIPE ( RL at x ( ) 9_ w w DATE 04CI NEE ( )� 5 D IF LEE SANITARY PEACE MAN CROONING BELOW THE WATER VAR DOES NOT Er THE SURE 1 PARALLEL CONSTRUCTION VM REQUIREARENTA FOR CASE 1 ZME A ME WATER MAIN CHEAP HAVE NO OINTS SERUMPLA YB 09 ON, F w EIGIT FEET FROM EIMER AIDE OF LEE SANITARY �a ry (N FEAR M AND N F4 BE CONSTRUCTED As FOR ZME c NOTE ZONES IDENTICAL ON FEEDER ALL AH CENTER UNION 1 TYPICAL FOR INCLUENC AND 12,Y) BA�HWJASV MANIFOLDS PEFFLUENT, IPE SIT AND DIRECTION ZONE P IS A PRO11131111 ZONE MET VARY BY SITE. 5 sEcnm 64572 HAS CwFRreNA DED= OF reERML<nWs, nnE 22 8 PLTIND ADAPTER LD RE INSTALLED AN OPPOSITE LIN OF ADAPTER MAY 9 6.1-1805 ""'D3 "Di io sa1� INAF ,o SCALL e"AT FR SC WATER MAIN SEPARATION Oa MANIFOLD TIE—IN GENERATOR PAD FN Fs�` cm eccaao No. DF _—i'�I— ° — u a��.x,rvs eI na i . o� I� �% .o°� ��� �.� �.w.�ao GP ���� �x�. �.,s TM�k .x.x P�xLLA AF. �%'. ��/� � F� �xP��o aA.. PI AN �z i� � � z �, �Ap� a=, �` o PPE ���;,� �— ��/�� Paa � _.� ua.�� PPE "s Rin°x -_� � ����� �A�. � �� � PIPE SADDLE wPPo n Eo � +_ —_ hl ���Eon�, ��,,%y REu .���,a a�M„ i - � � . I � Par _ .�,�Rw.,� a I I� '^� �_ 1\\ INF ®,,���.� t s ori � Ana awl"�` i'r� 'rl oa TIERED PIPE SUPPORT FOOTING «aP���PEo��� �L ��axm ,Bryn a s�.� � o ,�E ON—SITE VALVE &VALVE BOX oa ,. P � �� Eoo, �5 '� -i.. - i ab �". FLhRNNIE TIERED PIPE SUPPORT - L04YER SUPPORT 8 ALTERNATIVES �s°o���P°Are�nLL°v`aPPOAn i'� ox ��. P.o� oa TIERED PIPE SUPPORT PARTIAL FOOTING �. /—PrPE ° .. —�. 'q,.� .R ,� =�n�oR= . � rza�..K;° o u Aff�.00�,�aa�_��,o.. _, Ao�. TIERED PIPE SUPPORT I I� '^� �_ 1\\ INF ®,,���.� t s ori � Ana awl"�` i'r� 'rl oa TIERED PIPE SUPPORT FOOTING «aP���PEo��� �L ��axm ,Bryn a s�.� � o ,�E ON—SITE VALVE &VALVE BOX oa ,. P � �� Eoo, �5 '� -i.. - i ab �". FLhRNNIE TIERED PIPE SUPPORT - L04YER SUPPORT 8 ALTERNATIVES �s°o���P°Are�nLL°v`aPPOAn i'� ox ��. P.o� oa TIERED PIPE SUPPORT PARTIAL FOOTING � � � rv�. �. /—PrPE ° .. —�. 'q,.� .R ,� =�n�oR= . � o u Ao�. ,,.. �� ,� „ rz� ,e,,, ,� s 5,.� � � � rv�. /—PrPE ° .R =�n�oR= . � o u Ao�. ! ADJUSTABLE PIPE SUPPORT r��. P E =..�o „ m� —� '— �;='�H�x= 1 �, 0 waimSLPPRESSURE TRANSDUCER AND STAND stE��a. Kx�>�.,E^�M ���Fo s x.nxo� x. xxE s�� .R �� �=cea M� aLLEoo�FmEx���.LLa s� o ���f �o�MW�nx��oA �E rvo� �� .rPE , BALL ��� �� ��, o o�nE . PAPE P�REoSURE GAUGE cownx rru�-wor aaacxnr usEn �� ..o �.�E 6.1-1805 U4 id 19 z§I: TUB In` TEIAEE NDE CUMNECT� R T UP SEE INTERNAL o N US L NOI GREG CACHEe DR CO CHEMICAL £CTM s Ds s= x�ry IV F eE ARE PPND TD POR SHALL FACE — UPSTREETAM per �1-0 SHAPED AN STEEL /2 6 Up V, SA NON THREADED 11 L EFFLUENT J NOTE ORIENT CHILE ave AT AS TOM AURIGAE NOT USED BRA AS MEE" Ba°wCOMBINED / FAR HALF COUPLING A/C WEDGED COUPLING PP RANGED - 'PVA, w/ Im cuvnn zEL °"/ I c°Arec sTvCHEMICALFi srnncMES OFFERING FLOW Fc PUMP os NOT TO s°"` TYPE 2 SAMPLE TAP Ds NOT °� CHEMICAL INJECTION CHLORINE INJECTION PORT as �o�N IFEEEUAL BY r°P&�M�^a m �` AfITTEB — PPB (PRAISED B. DTM�S, ,/.— 110 BE UILpINT ., a�� DAEVAI STEEL f C irr PARALLE (TO BE CITY BTMgN . OF .o, _ BEPA 3 WO g -.OF EYE BOLT IF �� g SPLASH SP1_ 2-1/2 STEEL Pia wnr s E LUMBERYARD � mcd Nm OPOSED NEw GRATE rwls w/ STATE --D'a Pa°ac:r. COLLATERAL TRENCH WALLIS IF A 5 DEEP BEw/ a SLOPE -ZONE r�"E 3 PIPE - NA MATERIAL90% RELATIVECOMPACTION PER ASM c,u,. i� BACKTILL ? BEER ME PIPE BONF STATE OF URGE OF MATERIAL HE w/ .- BRANCH NIGHT BF PLACM IN NOT 10 EXCEED ERY ERS. SIMULTANEOUSLY ON EACH E0 THREADED wrx cacREl°P �\ PLEANCE aTHREADEDRE DUE OF THE PIPE IN SUCH A WARNER AS NOT TO DAMAGE OR CODING THE PIPE ON HIS 7 MADE EACH VAPOR SHALL BE FORMALLY COMPACTLEE BY MECHANICAL ca xmRaac Maximo CONNECTIONTAMPING iu MATERIAL SHALL BE PROPERLY C PACTED TO sPxNR,NE PRIOR TOCOMMENT _ — STRIPS STEEL POST Of On AS EFFADHESIVE F T 31 MATERIAL IN THE PERCENT] ZONE SHALL BE MEE OF DELETHERIMS MATERIAL AND (C D OR OR STONES EXCEEDING US' IN GREATEST DIGI AND SURGE GET PLACED IN NOT TO AS D= VE US GETZ tt�4 SE `R�o SEE FORT A"D EACH UVE" SHALL cE THROPOU "rr CONFORM EFLOOR =ELICESr4pr MEcxnn A.'rvc. EY 0 VAN ,_ 0 CO MIT `"`" � e WHARF HYDRANSEE - IPE ,� a PP°Izm p` I f 0 SORT SEEKS 0 DETAILT -- a ° is SLOPZ xN SLOPE To DELA - NEXI AND ` _ NEL. RESERVE RSA G 0 H.C.( - ss ,` oOAF GALVANIZED STEEL PIPE SLECEI —_XII F�Z'Lpp36r LONG7�7— PIF �w IN F IRS oLEDO 5 MIR 6. MIN CONCRETE mB aW f per -a NUERM II `4 RAF as ORM TO THE APPLICABLELE SECTIONS Or HE SPECIFICATIONDESIGN 1 mo �NOTES _ — [AGREED _ DuP<EDA,SrAEof ,PceNn DEPARTMENT Tj A /r - APPROVED CURRENT Eons« s OEs B OHIO GAEL CONFORMTo TME ROD REGRETS or THE701 . ° IT IN IV UP COMPARES) a:N ( - SUBSOADE SHALL BE COMPACTED TO - / FUS FOO TRADED FOR ADDITIVES DN S PRIOR x,TTEN APPROVALS OBTAINED DATE FlEMIC FI MIND FILE CITY PURPOSE N Fl%ID B RD CONCRETE SHALL 81 CURED ART A AFTER PITHENTED CURING OUND cmPLvrvc r°ROJECT CIA OF Per STATE STANDARD SPECAURCATION RETAINING WALL - CBK-08 _ SHALL BLOADINGAND cXEN A FINE BRUSH FI CONCEDES NO CHIEF OLD +241 DID, FEET CHASE ° PTO SCALL ERUPTIVE OFFER IF GO er rep D e BOLLARD Tn 4 FOOT VALLEY GUTTER 8 TRENCH SECTION DETAIL 6.1-1805 9 (S w ° PLAVY SHEET D5`„RE CITY RECORD No. 15 OF 19 I Ea, MCA �� TIMP ar a MoFAN RIALTO — T w A, A bAN 60. PAT TOP F AS CAPEWORM R mat AT FAA r AM T A AT* T ARCANE IT SAM G PENN Aq MAN 111 41 a — ST A AGG AT MATRA 5 GAP ON AT CAPE ECT, NO CAPE I -- PRATT }� gB ' PLAN r 4 AI NOTE) AD 7 1 �€ a:�,:�CM ,a, J Or "At -CABOT T — PAN; Arm TI °� TE AT SEPARATE; I GET 'Aft Pump AGE An, go, OF MatµEVE ��� : , m �� vaPP OUNCES KATE I AT moxg Mom AMF = CT PLIANCE C, I POPE e �V,GD ITEGA EPA Go EST &AN *xI 14 (STRAP) Part GAP WIG IT Cz v, w. AFTER, PA, RE a L,. ���.. �.,� Aa.�AMI �.� PC — TOTALED CONY 'I OPME, II A I PAT I M, PAT;papa MMM AM NIT val A PAN" srnNOFro ( s gNonrzo u a sT..NonRo a ,w VT I€ AGE m� c xnN�aPo OMAN LINK CAES BROI affivar AN gg CEMENT. �1VE)SAMEM; R .� µ"T AM AMPLE,� AS 1 ..wAgo . pappadam� �..I�rauA D c / 2 \ moo 0 3 c"' �.0 o ,z CALARCHNIA 4 o,. w .,CALAGOINNA OB m� ME, MAP, ___ (ORgN INLET SHALL BE AS MOM ETSENHERE ON THE PUNS) ------------- PGI aNat CAN FF o ABCw F o L p GO Ag iv/9♦ _ o GO GO 3Z A D \\ ¢ ON m O s.r..e #. AEsr,A WELDED ro PLACE CLASS xo. AS NOT USED s;C� s",as'e:A eo.roN or =refs a.A � • r'� R ,NO AQP AAP BASIN TOP ® n.., o,.,.. h— �� E �E cry 47 GIANT > 5 _ QH ,Dagx y „ c[cc g n DE31GN ENGINEER APPEOM, RANT � m ' FLOG rAL- NOIES LAOS GEOI E FABRIC rEVEA uD AMEsPRIOR TO FABRICATION IT'=.F1n u RIP NAT gsdav DRAFTED MY lrc�rp BY _ a aEAFTER a AN MI T•, -a FREI ,- LANE 3F/02/13 • ®• L GRATED sTns A PAR TON f roses CIA P RENTAL WME TO IN 'FIFTM7 IF CALLED AN 5 _ e NB BASIN RIP RAPMITI wom, AT LYIY FECORD No. 16 1B NIMMI Jay Of ymbbaL MWd 15 645 b — ir Z7 �_ OF Ado WWI J) III �I � ""bybMIMIng yolo f AMR�, : �lybf�. :« y`BNMN r2 �� .. owl 1,19 Off My Bbbb WIN' B`f BIN' IN �P BID p"MyMb"06 NI VONyir _"a"k, a OBI �.. BOW „If yBf VNIMMaN,�_ bysT .M �MOBBBOWJI — Po �a �o�,.�, of y Of �WhowtVNI 0,�JOVwxymm, Na =,,. byif ��° f.��&JyNWJfJm4 ma �a "I bybyyysy,J_ bma =t IBM 16 aAa-,o �.d �.y�Mt — :, �.�. NDARD JIMSTASIff / ¢ STANDARD 5.4NpARDfiJ -MM qq bu """"'- k. 4 '¢F. cn-Vs a=y �mver�.m.n " �` "r IN, REWUREM .oa '"' "°' mW e 1 fyn� 2 _w mw ..T 1 rma 5r , O1YfFo.,ra�5., 1°,n sT_;' 4 _ D9 (CONCRETE DRIW APPROACH TO BE REINFORCED PER BI (FOR ROAD. TRENCH PATCHES FW TRENCHES IN THE ROFU) `-" 'VMyyJSTANDPAD (FOR WR9 REPRIRS ST -6 M GREATER. . SEE BET 6 S IEET D9CON IMM Ayl 01 MM 41 AL 69 JIII Ar MILLI MV NOW r _ aj -.uw..m. n OW By W,,MJ IMM ."w` e w .rr OJ = w v,5 Ptu,yM — 3 00, \Ly �_ @E bl kl vErvar °w" OF wor ,10 =ECOV fy MAP 9 MINIM q ' 41 by o 70415 NI SCIL oft ,moi' SW,�.9n yI IV'.,� blo 959 Ra DDIS r DINOECT NO 21J31,01 ii ._ DKIA ,uu.N CBI 1805 :RE� ANO D9"`°�° o9 - La oe CONCRETE PAVEMENT SECTION Na. 17 - 19 Cun R t:SC �� 4.,, a,.v All, ONv�umvl.,.za i VAA O"As'e�ra a FAY ns, OFF I IF F A IF ZOn(VI TAIDAFFF 00 wP l ioiM1 XSID ojvp gas INSTALL 1 TA CONDUIT To 15 16 114 D 0SERVICE SEASONALLY SIGN rz,TESN G EaRn O' t' me A GAEL o URGE O1- STRAIGHT COOPERS PA -IPS A NIP MUELLER H -15426N ON EQUAL Q ,' ANGLE BELL vn — -- O- X AT ARABS BASE 0—F -. O O 2TELIS OR EQUAL SET ON AGE AS FREE /z' „/9' MNYL CAP FGA .PqE LOR E� RA L P. L AEALAWMETER rvs LARGE D AMETERRESCUSWARDS AT AMPUI AL BENDS s OSE ak ixs PF PF. PFg L I 3E DOE INSTALL RZO PIPE. PEEPS a c WATER DUAU7 SAMPLING STATION ASSEMBLY SUPPLIED BY SHEET SOURCE -GCONSHICUL, O° {q N __. DESCRIPTION O . STEEL GREE COMPANY SO LOGGED ASSEMBLY, 9'v x 99' MARDI ov-- PLAN MEW STEEL — O / TUBE p / TE 7T In nvu[RCAST 9G' X ]S \� 0 O / " D M DTArvP T Mai .POLYMER uA'uLT AND CROP `SLOPE AWAY FORM Uro (t1 y�/ " M 1/3 vEDUCEa, MP1 X ivi INSTALL tz ELECTROMA ED FLOW OR APPROVED ALTERNATE MATURE MAIN NON—SHRINK �\ ED 6 PPE WALL IS NE = ERBNNER A GOALS WN PE A THAI DDd k ER MPEACTED FREE A OIL TO SUPPOSE ALL VAULT BEznN�D BRICKS ry:DTEo, TTEGRAVEL r, BENGNDB BmBrv.LBE LEAD OR CONCRETE D NGMEeDF�EE.AL. PEA 4 ITT BECTON A �GRAVELRU SOrPPEJOAREALNNDSUMMn'A r _ — ALI YE m%wI WE FIT AD EGA an WATER QUALITY SAMPLING STATION on FLOW METER INSTALLATIONLINK DETAILS ON SHEET — - APPLE TO SHEY STANDARD CLAIN CAPE AND AS APPLE TO CITY STANDARD CHAIN GAS WENT AS MAE�DN. IN PLANS TICALL STAY Aeon. _ SPECIFIED 1 �RONAL INFORMATION LINK CAUSES ON SHEET CA `" � � - VER s :moo RURNEXRE/ �R ANON �QNII LF ih /�a�� Taj$ HT pN F LY pv Be. o�) Dn WOOD)A PTEf (TWOF S ON � i a ME j F INpOR)VA da ANITA PEACE ENGINEER A HEREWITH L�A �Yl EKED By IN x�� D�� EDFED BDA US HE SE GAT ALAN ' ER 6.1-1805FANE %4 3 4 ENASPIC TU A= P�NER�TD11 A.M D++ CHAIN LINK DOUBLE GATE CHAIN LINK SINGLE GATE - CITY RECORD Na To 15 16 114 D 0SERVICE SEASONALLY SIGN rz,TESN G EaRn O' t' me A GAEL o URGE O1- STRAIGHT COOPERS PA -IPS A NIP MUELLER H -15426N ON EQUAL Q ,' ANGLE BELL vn — -- O- X AT ARABS BASE 0—F -. O O 2TELIS OR EQUAL SET ON AGE AS FREE /z' „/9' MNYL CAP FGA .PqE LOR E� RA L P. L AEALAWMETER rvs LARGE D AMETERRESCUSWARDS AT AMPUI AL BENDS s OSE ak ixs PF PF. PFg L I 3E DOE INSTALL RZO PIPE. PEEPS a c WATER DUAU7 SAMPLING STATION ASSEMBLY SUPPLIED BY SHEET SOURCE -GCONSHICUL, O° {q N __. DESCRIPTION O . STEEL GREE COMPANY SO LOGGED ASSEMBLY, 9'v x 99' MARDI ov-- PLAN MEW STEEL — O / TUBE p / TE 7T In nvu[RCAST 9G' X ]S \� 0 O / " D M DTArvP T Mai .POLYMER uA'uLT AND CROP `SLOPE AWAY FORM Uro (t1 y�/ " M 1/3 vEDUCEa, MP1 X ivi INSTALL tz ELECTROMA ED FLOW OR APPROVED ALTERNATE MATURE MAIN NON—SHRINK �\ ED 6 PPE WALL IS NE = ERBNNER A GOALS WN PE A THAI DDd k ER MPEACTED FREE A OIL TO SUPPOSE ALL VAULT BEznN�D BRICKS ry:DTEo, TTEGRAVEL r, BENGNDB BmBrv.LBE LEAD OR CONCRETE D NGMEeDF�EE.AL. PEA 4 ITT BECTON A �GRAVELRU SOrPPEJOAREALNNDSUMMn'A r _ — ALI YE m%wI WE FIT AD EGA an WATER QUALITY SAMPLING STATION on FLOW METER INSTALLATIONLINK DETAILS ON SHEET — - APPLE TO SHEY STANDARD CLAIN CAPE AND AS APPLE TO CITY STANDARD CHAIN GAS WENT AS MAE�DN. IN PLANS TICALL STAY Aeon. _ SPECIFIED 1 �RONAL INFORMATION LINK CAUSES ON SHEET CA `" � � - VER s :moo RURNEXRE/ �R ANON �QNII LF ih /�a�� Taj$ HT pN F LY pv Be. o�) Dn WOOD)A PTEf (TWOF S ON � i a ME j F INpOR)VA da ANITA PEACE ENGINEER A HEREWITH L�A �Yl EKED By IN x�� D�� EDFED BDA US HE SE GAT ALAN ' ER 6.1-1805FANE %4 3 4 ENASPIC TU A= P�NER�TD11 A.M D++ CHAIN LINK DOUBLE GATE CHAIN LINK SINGLE GATE - CITY RECORD Na FGA .PqE LOR E� RA L P. L AEALAWMETER rvs LARGE D AMETERRESCUSWARDS AT AMPUI AL BENDS s OSE ak ixs PF PF. PFg L I 3E DOE INSTALL RZO PIPE. PEEPS a c WATER DUAU7 SAMPLING STATION ASSEMBLY SUPPLIED BY SHEET SOURCE -GCONSHICUL, O° {q N __. DESCRIPTION O . STEEL GREE COMPANY SO LOGGED ASSEMBLY, 9'v x 99' MARDI ov-- PLAN MEW STEEL — O / TUBE p / TE 7T In nvu[RCAST 9G' X ]S \� 0 O / " D M DTArvP T Mai .POLYMER uA'uLT AND CROP `SLOPE AWAY FORM Uro (t1 y�/ " M 1/3 vEDUCEa, MP1 X ivi INSTALL tz ELECTROMA ED FLOW OR APPROVED ALTERNATE MATURE MAIN NON—SHRINK �\ ED 6 PPE WALL IS NE = ERBNNER A GOALS WN PE A THAI DDd k ER MPEACTED FREE A OIL TO SUPPOSE ALL VAULT BEznN�D BRICKS ry:DTEo, TTEGRAVEL r, BENGNDB BmBrv.LBE LEAD OR CONCRETE D NGMEeDF�EE.AL. PEA 4 ITT BECTON A �GRAVELRU SOrPPEJOAREALNNDSUMMn'A r _ — ALI YE m%wI WE FIT AD EGA an WATER QUALITY SAMPLING STATION on FLOW METER INSTALLATIONLINK DETAILS ON SHEET — - APPLE TO SHEY STANDARD CLAIN CAPE AND AS APPLE TO CITY STANDARD CHAIN GAS WENT AS MAE�DN. IN PLANS TICALL STAY Aeon. _ SPECIFIED 1 �RONAL INFORMATION LINK CAUSES ON SHEET CA `" � � - VER s :moo RURNEXRE/ �R ANON �QNII LF ih /�a�� Taj$ HT pN F LY pv Be. o�) Dn WOOD)A PTEf (TWOF S ON � i a ME j F INpOR)VA da ANITA PEACE ENGINEER A HEREWITH L�A �Yl EKED By IN x�� D�� EDFED BDA US HE SE GAT ALAN ' ER 6.1-1805FANE %4 3 4 ENASPIC TU A= P�NER�TD11 A.M D++ CHAIN LINK DOUBLE GATE CHAIN LINK SINGLE GATE - CITY RECORD Na c WATER DUAU7 SAMPLING STATION ASSEMBLY SUPPLIED BY SHEET SOURCE -GCONSHICUL, O° {q N __. DESCRIPTION O . 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IN PLANS TICALL STAY Aeon. _ SPECIFIED 1 �RONAL INFORMATION LINK CAUSES ON SHEET CA `" � � - VER s :moo RURNEXRE/ �R ANON �QNII LF ih /�a�� Taj$ HT pN F LY pv Be. o�) Dn WOOD)A PTEf (TWOF S ON � i a ME j F INpOR)VA da ANITA PEACE ENGINEER A HEREWITH L�A �Yl EKED By IN x�� D�� EDFED BDA US HE SE GAT ALAN ' ER 6.1-1805FANE %4 3 4 ENASPIC TU A= P�NER�TD11 A.M D++ CHAIN LINK DOUBLE GATE CHAIN LINK SINGLE GATE - CITY RECORD Na