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HomeMy WebLinkAboutPlan, Final APPLICANT 8/31/2022J:*4jbLj_jM:m 5UUTH HILL5 SRO LEVEL sp] STORAGE TANK REPLACEMENT AUGUST 2022 VOLUME 2 OF 2 Ver McKenI��AfI'— IT— I A PH SkIN6 ELD T�- MAIN ST UZB OTTO PROJECT LOCATION VICINITY MAP SCALE: I` -5,0U0 Tifrraysmith 888 SW ELM AVENUE, SUITE 1170 Po RTLAND, OREGON 97204 P 503.225.9010 INDEX OF DRAWINGS GENERAL L G-1 COVER $MEET, VICINITY MAP, LOCATION MAP, INDEX OF DRAWINGS 2 G-2 SYMBOLS AND LEGEND I G-3 ABBREVIATIONS 4 G-4 G EN ERAL NOTES EROSION AND SEDIMENT CONTROL 5 ESC I EROSION & SEDIMENT CONTROL NOTES & DETAILS 6 ESC 2 EROSION & SEDIMENT CONTROL SITE PLAN CIVIL GRAIN ROPING PRO FILES 15 7 C-1 EXISTING CONDITIONS, SURVEY CONTROL, AND TR�F REMOVAL PLAN C-10 C 2 DEMOLITION PLAN ELECTRICAL I 37 9 C-3 OVERALL SITE LAYOUT PLAN 10 C 4 SUE GRADING PLAN 11 C-5 ACCESS ROAD PROFILE, SECTION, AND DETAILS 12 C-6 SUE PIPING AND DRAINAGE PLAN 13 C 7 WATERU E PIPING PROFILES 14 C�S GRAIN ROPING PRO FILES 15 C-9 STORAGE TANK S ECTTONS 16 C-10 CIVIL DETAILS 1 17 C -U CIVIL DETAILS - 2 18 C-12 CIVIL DETAILS - 3 19 C-13 STANDARD DETAILS 1 20 C 14 STANDARD DETAILS - 2 STRUCTURAL 60 21 S -I GENERAL STRUCTO RAL NOTES IG .-2 GENERAL STRUCTU M I NOTES QUALITY ASSURANCE 1 Z3 S-3 �tN1,HALB1RUCURA1LNGTEGQUAUTfASSVRANCE 2 24 S-4 STORAGE TANK FOUNDATION PIN & ELEVA70N 25 S-5 STORAGE TANK DETAILS 1 26 S 6 STORAGE TANK DETAILS 2 27 S:7 STORAGE TANK DETAILS - 3 .ECHANICA 28 M I STORAGE TANK N 2 FLO R PLAN AND ELEVATION 29 M�2 0 : STORAGE TANK No 3 FLOOR PLAN AND EI-EVATION 30 M-3 STO NAG E TANK PIPING DETAILS 31 M-4 STORAGE TANK PIPING DETAH-E 32 M 5 STORAGE TANK INLET MIXING SYSTEM 33 M 6 STORAGE TANK LAUDER & ACCESS DETAILS B4 M-7 STORAGE TANK MISCELLANEOUS DETAILS , 5 M 8 SEISMIC VALVE VAULT PLAN & SECTION 36 M-9 SEISMIC VALVE VAULT GUARDRAIL ELECTRICAL I 37 E-1 ELECTRICAL SITE PLAN 38 E-2 ELECTRICAL DEMOLITION PIN '9 E 3 ONE -UNE DIAGRAM �o F 4 CONTROL ROOM CONDUIT PLAN 41 E�5 CONDUCT AND CIRCUIT SCHEDULE 42 E-6 CONDUITA N D CIRCUIT SCHEDULE DEMOLITION 43 E-7 UGFU NG PLAN 44 E 8 SEISMIC VAULT PLAN 'IS 1-9 GROUNDING PLAN 45 E- I. LABEL SCHEDULE 47 I PLOT ENCLOSURE SCHEMATIC 48 �C C�2 PLCI 0 C 49 IC -3 INPUTS P 1.C1 DC NPUTS 1B IC -4 MLC1 DO OUTFITS 51 5 PLCI ANALOG INPUTS 52 IC C-6 PROCESS & INSTRUMENTATION DIAGRAM CATHODIC PROTECTION 53 CP -1 STORAGE TANK 2 SYSTEM LAYOUT 54 CP 2 STORAGE TANK 2 SYSTEM LAYOUT DETAILS S, LP -3 STORAGE TANK 2 HARDWARE LAYOUT '6 OR � GTO.E TANK 2 HARDWARE LAYOUT DETAILS '7 CP -S STORAGE TANK 3 SYSTEM LAYOUT 's OR 6 STORAGE TANK 3 SYSTEM LAYOUT DETAILS '9 Cp 7 STORAGE TANK 3 HARDWARE LAYOUT 60 OR 8 STORAGE TANK 3 HARDWARE LAYOUT DETAILS LANDSCAPING 61 T I PLANTING PLAN FERNHILL LOOP CITY LIMITS D T LOCATION MAP SCALE: V-1,000' F, vtoA T ATTENTION. OREGOH LAW REQUIRES THE CONTEACTOR To Oo ULOW THE RULES A�OPIHEB BY —Tj P P, THE OREGON LUILIT( NOTIFICATION CENTER THOSE RULES ARE SET FORTH I. OAR -UGE OAR 11ITB1 .11 TIE B52 001 0010 THE N Co CONTRACTOR MAY ORTA, PIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER KnMwhat'5below, INOTE: THE TE LEPHONE N UMA ME FOR THE OREGON UTILITY NOTIFICATION CENTER 15 503-246 66�,) Cal I di,. PIPE SYMBOLS TOPOGRAPHIC LEGEND VALVE SYMBOLS PLANT SCHEMATIC EXISTING PROPOSED PLANT SCHEMAI'lC �ELPED)OINT WATERLINE —10..— —12' DIW— Bum,,BF, FLANGED JOINT TE VALVE GAN —4'.— GROOVED END UYINT TITYPTIONE'ITLEFICTRY —T — —T— ...0 VALVE MECHANICAL JOINT CABLE TFLESUSION —CATV— —CATV— FALL VALVE SANITARY SEWER LINE _8"Ss— —"5s— E PUSH ON JOINT (RUBBER GASKET) SANITARY SEWER FORCE MAIN 'FM— —E,FM— IIJULANCING VALVE FLANGED COUPLING ADAPTER KTORE DFARD �SD— —VCD— DIAPHRAGM VALVE CULVERT Iv ------ < Er):� —0=0— DOUBLE BALL LUE.UILE EXTENSION COUPLING ABANDON PIPE PLUG VALVE Fop) FLEXIBLE COUPLING WffHRUST HUNG DRAINAGE DITCH PLUG VALVE (SIDE) FENCE ELBOW UP CHAIN LINK FENCE 3 WAY PLUG VALVE G i ELBOW DOWN TEMPORARY BARK BERM GUARDRAIL SWING CHECK --E TEE UP HOCK WAIT THEISHBUGH LINE DOUBLE CHECK ASSEMBLY ID TEE DOWN CENTERLINE BALL SWING CHECK LATERAL UP �GEMENIYPROPERTY LINE SIDENT CHECK VALVE RIGHT OF WAY I-ATERAI DOWN EDGE OF PAVEMGNT/AC E=J>� PRESSURE REDUCING VALVE CONCENTRIC REDUCER EDGE OF GRAVEL — — — — — — P, CHUN ALTITUDE CONTROL VALVE ECCENTRIC REDUCER SLIDERAIR E UNION ETRUCTLJAC OR 14.11 S.LFN.RD-TVE UP BLIND FLANGE CONTOUR MINOR - - — — — — — — — — — — — RELIEF VALVE CONTOUR MAJOR —200— �200� CAP MANHOLE & 0 0 LONG SLEEVE CLEAN-CUT 0 0 NEEDLE VALVE CAFC BASIN/FIEUD INI-ET 0 FLEXIBLE COUPLING THRUST BLOCK HOSE VALVE CAPPED END OR PLUGGED END VALV REDUCED PRESSURE SACXFLO. E 0 0 AIR INJECTION ASSEMBLY PREVENTER WAGATE VALVES FITTING TEMPORARY BLOW OFF ASSEMBIY C)*— HOSE FRED AIR RELEASE ASSEMBLY MISCELLANEOUS PIPING SYMBOLS SECTION AND DETAIL DESIGNATIONS FIRE HYDRANT ASSEMBLY CL AN SECTION DESIGNATIONS DETAIL DESIGNATIONS WATER METER �TKUN.R SECTION LETTER NUMBER PULL BOX/JUNCTION BOX I ------ SIGHT GLASS UTRITY POLE GUY WIRE PRESSURE GAUGE WICOCK SHEET WHERE SEMOD SHEET WHERE DETAIL IS SHOWN LIGHT MUST 15 SHOWN PRESSURE SWITCH W/COCK SECTION LETTER L GEOTECHNICAL BORING OR TEST PIT (2� UMBER DETAIL SIGN PETER IETTION Q�OESIGNATION N MYA` BENCHMARK A-1 ON TOUT IIIE SHEET FROM WHICH SHEET FROM WlJCI SECTION WAS TAKEN DETAIL WAS TAKEN TREE DECIDUOUS C3 Q BESTRAINE. I.MT FINE TREE CONIFEROUS NOTE: IF PLAN AND SECTION FOR DETAIL CALL OUT AND DETAIL ARE SHOWN ON THE TREE TO BE REMOVED SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. SURFACE ELEVATION + 176,63 + 176.63 NOTICE BRF "OT DESIGNED SOUTH HILLS ok--� BAB 3RD LEVEL SYMBOLS AND LEGEND G-2 U TH ..IS TEE -th SLU , STORAGE TANK murraysmi —FIECEED REPLACEMENT TUDH.. B -S —MSCA� 2 of 6 [NO. DATE IRF lVHEl N. L 2— I REVISION I I v AT AASHM AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION OFFICIALS AS ANCHOR �l ABAN HO ABANDONING) ABE ACRYLONEIRICE BUTAGRENE STYRENE ARV ABOVE AD ASPHALTIC CONCRETE ACT ASPHALTIC CONCRETE PAVING ADI AMUSTABLE ADIC ADJACENT AFF ABOVE FINISHED FLOOR AEG ABOVE FINISHED GRADE MR ANCHOR ALL ALUMINUM ALT ALTERNATE AMP AMPERE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APPOD APPROVED APSUA AMERICAN PUBLIC WORKS ASSOCIATION ARCH ARCHITECTURAL A. AIR RELEASE IF ASKS AMERICAN SOCIETY OF CIVIL ENGINEERS AS�N ASSOCIAWON ASSY ASSEMBLY BRIM AMERICAN SOCIETY FOR TESTING a MATERIALS ATM ATMOSPHERE AUTO AUTOMATIC AUX MXILLARY JOSE AVENUE AVG AVERAGE AWWA AMERICAN WATER WORKS ASSOCIATION .IkS BELL & SPIGOT .0 BOLT CIRCLE BID BOARD .ERNS BETWEEN BF BOTH FACE .1. RALLSHLOW PREVENTION DEVICE .FRL RFRlJ- BFY BUTTERFLY VALVE BHP SABRE HORSEPOWER BKGD BACKGROUND SLOG BUILDING BILK BLOCK BLVD BOULEVARD Am BENCHMARK / EEA. BMP BEST MANAGEMENT PRACTICE BO BUCON-OFF wC BACK OF CURB .A EOT. SIDES BAMPT FJA�EMENT BIT BOTTOM FACE BTU BRITISH THERMAL UNIT BV FrAILL VALVE ERY BOTH WAYEPBOTTOM OF WALL C CELSIUS C TO C CENTER TO CENTER CAB CABINET CARV Co MBINAnON AIR RELEASE VALVC CATV �BLJE TELEVISION CB CATCH BASIN CCF "PPOSION CONIMIL FACILITY CCP CONCRETE CYHJ N DER PIPE cc. MONIER CLOCKWISE CFMI CUBIC FEEL PER MINUTE ITS CUBIC FEET PER SECOND CHAN CHANNEL CHEM CH EMIGkL CHFR CHAMFER cr,,� CH ECK VALVE E, CAST IRON CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE cl�p CAST IRON SOIL PIPE CI CONSTRUCTION JOINT CL CENTER ONE COr CHLORINE CL� CERING Cu CONTROL JOINT CIA 'LEAR CUSH CONTROLLED LOW STRENGTH MATERIAL OMP CORRUGATED METAL PIPE C. U CONCRETE MASONRY UNIT CRIB CONDUIT Co CLEANOUT COE COLUMN C.MB COMBINATION C,NC CONCRETE CONN CONNECTION IT FEET / FOOT CONST CONSTRUCTION ITS FOOTING CONT CONTINUOUS / CONTINUATION POT FUTURE CONTR CONTRACT (OR) .A. FIXTURE COORD COORDINATE BAY MAXIMUM COP COPPER G GAS GU�p CORPORATION GA GAUGE MAR CORRUGATED CALL GALLON CP CONTROL POINT PA. GALVANECD CRIS COUPLING GC GROOVED COUPLING CPVC CHLORINATED POLYVINYL CHLORIDE GFA GROOVED FLANGE ADAPTER CR CRUSHED ROCK GI GALVANIZED IRON CE COMBINED SEWER BID GALVANIZED IRON PIPE ESP CONCRETE SEWER PIPE GI GRIP XRNT CT COURT GIL GLASS CIS CENTIR GLV GLOBE VALVE Cu CUBIC END GROUND CULV CULVERT GP. GALLONS PER DAY Cv CONTROL VALVE GPM GALLONS PER HOUR CW CLOCKWISE / COLD WATHRI GPM GALLONS PER MINUTE CY CUBICYANDS SIR GALLONS PER SECOND CIH- CYLINDER LOCK GR GRADE PRKG PARKING GR UN GRADE ONE D DIM ERIC GRATING DC DHFECTCH�RENT GS GALE VALVE DEFIL DEFLECTION G.L. GRAVEL DET(S) DETAIL(S) GIR CURVE III DUCTILE IRON GYR GYPSUM DIA DIAMETER FVMH PAVEMENT DIM DIMENSION HB HOSE BIBB DIR DIRECTION HC FOLLOW CORE PURR DISPENSOR FIBRE HIGH DENSM POLYETHYLENE BRIT DISTANCE HEADER DN OWN MINE HARDWARE DR DRIVE HG� HANGER DS DOWNSPOUT R GIL BRIGHT DING DRAWING MR HANDHOLO .L DOWEL IT. HOLLOW METAL D" BRAIN WARTE AND VENT HMAC HOT Or ASPHALTIC CONCRETE DRIVEWAY HNDRL HAND RAL NOR HAND OFF AUTG EA EACH NOR HAND -OFF -REMOTE ECC ECCENTRIC IF EACH FACE HORIZ HORIZONTAL EL ELEVATION HP HIGH PRESSURE/ HORSEPOWER ELD ELBOW MPG HIGH PRESSURE GAS ELEC ELECTRY�- liff HIGH POINT EU�L ENCLOSURE MR ... R EDP EDGE OF PAVEMENT MS. HIGH STRENGTH BOLT ERE EICASTOMERIC PIPE CONNECTOR FIN, HOSE VALVE EPDM ETHYLENE PROPHIENE DHENE MONOMER HVAC HEATICO VARTUATION, AIR PQ EQUAL CONDITIONING EQ EP EQUALLY SPACED 11.1 HIGH WATER ONE EQUIP EQUIPMENT HWY HIGHWAY ESC EROSION & SEDIMENT CONTROL HYD HYDRANT EW EACH WAY LINEAR HYDRAULIC ENC EXCAVATE EXIST EXISTING EXIST GR EXISTING GRADE U.0 INSTRUMENTATION &CONTROL EXP EXPANSION LAW IN ACCORDANCE WITH EXP ST EXPANSION MIT :D :NSIDE DIAMETER PXP I EXPANSION JOINT E VERT ELEVATION EXT EXIPERIOR IF INSIDE FACE IMFO INTEGRALLY MOWED FLANGED OLIFLET F FAHRENHEIT IMPI MCC IMPROVEMENT NCLUDE FDO (ING) F TO F FACE TO FACE OWL INFLUENT FAB FABRICATE 1. INJECTION FB FLAT AM INSTALLATION / INSTALL BEA FLANGED COUPLING ADAPTER ;MAIL B�UT INSULATION TOO FLOOR CITANOUT INTER INTERCEPTOR RD FLOOR GRAIN INTO INTERIOR MR FOUNDAMON INV IRVIRT FEW FIRE EXTINGUISHER UP IRON PIPE IT CAR FACE UPT IRON PIPE THREAD FGL FIBERGLASS IR IRON ROD PH FIRE HYDRAUNT Ik.G IRRIGAPTION FIN FL FINISH FLOOR FIN SIR FINISH GRADE IT RICK F I FERAL IRON PIPE THREAD IUNC JUNCTION FITO FTFH ME RIC FLOOR ONE �PL KICK PLATE FLEX FLEXIBLE K. KILOVOLT AMPERE H. FLANGE KW KILOWATT FILL FLOW ONE KWY KEYWAY FOR FLOOR PH FORCE MAIN L LENGTH TO FIBER OPTIC 1. LABORATORY Mc FACE OF CONCRETE 1. LAMINATED FOR FACE OF FINISH MGM FACE OF MASONRY OR POLK. MS FA CE OF STUDS I UNEARMOT FPM FEET PER MINUTE ON LINEAR FPS FEET PER SECOND INJ ME FRP FIBERGLASS REINFORCED PLASTIC Loc LOCATION LONG LONGITUDINAL LP LOW POINT LFT LOW PRESSURE I. LARGE Or LONG SILLOVE / LUMP SUM IT LEFT LVL -E`O- OWL LOW INATER LINE .A. MANUAL MAIL MATERIAL BAY MAXIMUM MCC MOTOR CONTROL CENTER MIR MASTER CONTROL PANEL HOCH MECHANICAL MET METAL MAR MANUFACTURER MGD MILLION GALLONS PER DAY MIT MANHOLE MIN MINIMUM MIPT MALE IRON PIPE THREAD MRSC MISCELLANEOUS .1 MECHANICAL JOINT ML MILLILITER MON MONUME�/ MONOLITHIC MOT MOTOR MP MILEPOST MSL HIM SEA LEVEL POkP MOUNTED NA HOT APPLICABLE NC NORMALLY CUOSED FIR NEAR FACE NIC NOT IN CONTRACT NO / NO NORMALLY OPEN / NUMBER N.M NOMINAL NO. NORMAL NPW NON-POTABILE WATER N. NON-MENG STEM NIS NOT TO SCALE 0 TO 0 OUT TO OUT OC ON CENTER OD OUTSIDE DIAMETER ODOT OREGON DEPARTMENT OF TRANSPORTATION OF OVERFLOW / OUTSIDE FACE OPNG OPENING .Pp OPPOSITE CRIS ORIGINAL OWID ONEMEAD PRID PROCESS a INSTRUMENTATION DIAGRAM PC POINT OF CURVE FCC MEW OF COMPOUND CURVE PCVC POINT OF CURVATURE ON VERTICAL CURVE RE MPAIN END DEBT PCFO.IW PER. PERMANENT POkP PERPENDICULAR PG PRESSURE GAUGE PH PIPE HANGER Pi POINT OF INTERSECTLIN PIVC MINT OF INTERSECTION ON SIM VERTICAL CURVE PC PROPERTY ONE / PLATE IRS pl�JIC RISE PLUMBING PNIL PANEL POL POINT OF CURVATURE POI POLYETHYLENE ROT POINT OF TANGENCY Rp POWER POLLS PAC POINT OF REVERSE CURVATURE PREST PRECAST PREP PREPARATION PRESS PRESSURE PRKG PARKING PROP PROPERTY PRV PRESSURE REDUCING VALVE PS PUMP STATION IS'. POUNDS PER SQUARE INCH GAGE PSL PIPE SLEEVE PSI PIPE SUPPORT I POUNIONOINT OF TANGENCY INC POINT OF TANGENCY ON VERTICAL GIR CURVE POE PU BUC UTILITY EASEMENT I PITS VALVE IC POILTORYTORWRIBE FVMH PAVEMENT PW POTABLE WATER P.R POWER QTY QUANTITY BAD RADIUS RE REINFORCED CONCRETE MCI REINFORCED CONCRETE PIPE RG ROAD / ROOF BRAIN MCA REDUCER RIF REFERENCE PEBNF REINFORCE III) (ING) (MEW) REQT) REQUIRED REE RESERVOIR PERIM RESTRAI NED RET RETAINING RFCX RESTRAINED FLANGE COUPLING ADAPTER FIND ROUND RO ROUGH OPENING ROW Or R/W RIGHT OF WAY PP�M REDUCED PRESSURE PJACKDOON TOP PREVENTION DEVICE RPM REVOLUTIONS PER MINUTE RR RAILROAD RI REINFORCING STEEL RIF RIGHT GAI SALVAGE SAN SANITARY SC SOLID CORE SCHED SCHEDULE SD STORM BRAIN SOL SADDLE EPR STANDARD 01MENSION RATIO SECT SECTION SHLDR SHOULDER SHT SLIEST SIM SIMILAR SUP SLOPE S, SLEEVE SOCK SOLUTION SP SOIL PIPE / SEWER PIPE SPCL SPECIAL SPEC (S) SPECIFICATION (S) SK SPACING SPL SPOOL SPRIF SUPPORT GQ SQUARE SQ T SQUAREFOOT SO IN SQUAREINOR SQYD SQUARE YARD RE SANITARY SEWER SET STAINLESS STEEL AT STREET STA STATION SLID STANDARD STEP SEPTIC TANK EFFLUENT PUMPING STL STEEL ST.F GTOXA.E GIR STRAIGHT STRUCT IRUCTLRE / STIMCOURAL GO. SPRINGFIELD UTILITY BOARD SIMMS SUBMERGED GO, MCII.N SV SOLENOID VALVE SJW SIDEWALK SWO SIDERVATER DEPTH S.GR SWITCH GEAR SPHIM KYMMETRICAL SYS EYETFM T ., TEL TELEPHONE T.. TOP . .. TAN TXNGSNCY I. THRUST BLOCK TOM TEMPORARY BENCHMARK TE TOP OF CONCRETE / TOP OF CURB TOH TOTAL DYNAMIC HEAD TEMP TEMPERATURE / TEMPORARY FRO TONGUE& GROOVE TF� THICKNESS THRO THREACRED) THRO THROUGH TOB TOP OF BANK IF TEST PIT/TOP OF PAVEMENI'MRNING VFD POINT TRANS TRANSITION TOP TRI -SODIUM PHOSPHATE CST TOP OF STEEL TVV TOP OF WAL,fTEMFERED WATER THP TYPICAL NOTICE SOUTH HILLS --BAB 3RD LEVEL IF THS BAR DOES CRAP. STORAGETANK NOT M�SURP i- TPB Ilk T.-.KA.J�lFB Atim REPLACEMENT ROYTO W B, '. L.n" DI 11 murraysmiti AWE I US UNDERGROUND ESP UNDEFOGNOUND POWER UM LAW HEATER ON UNION UOR UNLESS OTHERWISE NOTED USS� UNITED STATES GEOLOGIC SURVEY UV ULTRAVIOLET UNT ULTRAVIOLLETTRUISMILITP110E V VENT/ VOLT VAL VACUUM VB VACUUM BREAKER VBOX VALVE BOX VC VERTFCAILCUFWE VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME VCP VITRIFIED CIAPY PIPE SIR VENT THROUGH ROOF IN WATER IS/ BUTOR W/o WOMOUT ,WW WALL 70 WALL WE WATER OJOSET WD .00. WF WIDE FLANGE .H WALL HYDRANT WHIR ATER HUEATE� wl WROUGHT IRON .I WATERLINE wM WATER METER .P WORKING POINT WATERPROOFING WE WAMRSE.CE WSBOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION BT WEISHT WTP WATER TREATMENT PINT WIRT WATERTIGHT WWF WELDED Wl� FABRIC A5TEWAER TREATMENT FACILITY WASTEWATER TREATMENT PLANT X SECT CROSS SECTION XFMR TRANSFORMER YD YARD DRAINNARD YH YARD HYDRANT YR YEAR IN ZINC �IIFT ABBREVIATIONS I G-3 3 f Ol GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY, COUNTY, STATE, AND UTILITY CONSTRUCTION PERMITS, AND SHALL 17. AM WATER PIPING JOINTS INSTALLED IN THESE PUNS SHALL BE RESTRAINED. FOR MECHANICAL JOINTS, CONTRACTOR CONTACT EACH PERMITTING AGENCY AT LEAST TWO (2) BUSINESS DAYS PRIOR TO STARTING WORK. CONTRACTOR SHALL SHAM PROVIDE FEAR MEGAMN SERIES IIDG FOR DUCTILE IRON OR APPROVED EQUAL RESTRAI NOD JOINT. ALL PUSH -ON OBTAIN AM REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. ANTICIPATED PERMITS ARE LISTED IN THE JOINTS SHALL BE RESTRAINED WITH HELD LOP GASKETS OR APPROVED EQUAL. SPECIFICATIONS. 18. PRIOR TO ANY TIE-INS TO THE EXISTING WATER SYSTEM, THE CONTRACTOR SHAM INSTALL TEMPORARY BLOW -OFF 2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ON THE PUNS ARE BASED ON A FIELD SURVEY AND ASSEMBLIES FOR PRESSURE TESTING AND CHLORINATION. TESTING AND DISINFECTION SHALL BE COMPLETED IN INFORMATION SUPPLIED By ULB-ITY COMPANIES. LOCATIONS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE ACCORDANCE WITH AW%NA C-600 FOR PRESSURE TESTING AND AMINA C-651 FOR DISINFECTION. ALL NEW WATER MAINS CONTRACTOR SHAM VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OF AM EXISTING UTILITIES PRIOR TO CONSTRUCTING SHALL BE PRESSURE TESTED AND DISINFECTED BEFORE CONNECTION TO THE EXISTING SYSTEM AND BEFORE ANY SERVICE NEW PIPINGYCONDULTS AND SHALL ADJUST NEW PIPING/CONDULTS AS REQUIRED. CONTRACTOR SHAM NOTIFY OWNER CONNECTIONS ARE MADE. BLOW OFF PRESSURE AND DECHLORINATE AT END OF TEST. PROVIDE I' TEMPORARY TAPS FOR IMMEDIATELY OF ANY CHUMHETE NOT SHOWN ON THE PUNS AND SHALL KEEP EXISTING UTILITIES IN SERVICE AND PROTECT CHLORINE INJECTION AS REQUIRED. PLUG TEMPORARY TAPS WITH CC BRASS PLUG UPON ACCEPTANCE OF NEW WATERLINE. THEM DURING CONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE TO OWNER AND THE AFFECTED UTILITY. CONTRACTOR SHAM ARRANGE FOR THE RELOCATION OF ANY IN IA� ALL OPERATION OF EXISTING VALVES SHAM BE BY THE OWNER. CONFLICT WITH THE PROPOSED CONSTRUCTION. 20. WORK HOUR LIMITATIONS ALL WORK SHALL BE CONDUCTED ON WEEKDAYS BETWEEN THE HOURS OF 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS 01 ORB 757.541 TO 757.571. THE CONTRACTOR SHALL NOTIFY 7:30 A.M. TO 5:30 P.M. OR DARKNESS, WHICHEVER IS EDURLIEST. IF THE WORK REQUIRES SHUTDOWN OF THE EXISTING EACH UNDERGROUND UTILITY AT LEAST 43 BUSINESS -DAY HOURS, BILL NOT MORE THAN IU BUSINESS DAYS, Puck TO WATER SYSTEM, SHUTDOWN SHALL BE LIMITED TO WEEKDAYS BETWEEN THE HOURS OF 9 A.M . AND 3 P. M, AND SHAM BE EXCAVATING, BORING, OR POTHOLING. SHOWN IN THE PROJECT CONSTRUCTION SCHEDULE. 4. NO ADDITIONAL PAYMENT SHAM BE MADE FOR UTILITY RELOCATION COORDINATION OR DELAYS CAUSED BY UTHETY' 21. FRENCH SACKFUL AND SURFACE REATORXTTGNI SHALL BE AS SHOWN IN TYPICAL TRENCH SECTIONS AND CONFLICTS. ALL COSTS RELATED TO UTILITY COORDINATION AND RELOCATION, INCLUDING ADDITIONAL POTHOUNG, ARE TO SPECIFICATIONS. BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICES OF THE BID. POTHOLE AS REQUIRED IN ADVANCE OF WORK TO ALLOW DESIGN uVJSIONS AS MAY BE NECESSARY. 22. PIPE DEFLECTION 35 LIMITED TO ONE HALF OF THE MANUFACTUREWS MAXIMUM ALLOWABLE DEFLECTION. 5. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PITACE SHAM BE REMOVED BY THE 23, COMPACTION TESTS AND OTHER REQUIRED SPECIAL INSPECTIONS AS REQUIRED BY THESE PUNS AND SPECIFICATIONS CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING SHALL BE PERFORMED BY AN INDEPENDENT THIRD PARTY PROVIDED BY THE OWNER. EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE SPECIFIED OR SHOWN IN THE DRAWINGS. 6. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OF YE]MR) PER THE REQUIREMENTS OF THE CITY OF SPRINGFIELD, LANE COUNTY, AND THE OREGON DELI. 7. SURVEY ELEVATION NOTE: TOPOGRAPHIC MAP WAS COMPILED USING DATA FURNISHED BY BRANCH ENGINEERING. ELEVATIONS ARE BASED UPER LEE NORTH AMERICAN VERTICAL DATUM OF 1935 (NAVD' '88) ELEVATIONS IDEN ED IN HISTORICAL SUB SYSTEM MAPPING ARE BASED UPON THE NATIONAL GEODETIC VERICAL DAM M C, 'A�R F) TO CONVEPTOLDERNGVD '29 DRUID PAVERS DATA FOR REFERENCE TO THIS PROJECT, 3.5 FEETSHOULD BEADDED. A. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PUNS, PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS, APPLICABLE STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA), AND SPRINGFIELD UTILITY BOARD CONSTRUCTION STANDARDS. 9. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE. CONTRACTOR TO KEEP ACCURATE 'AS-BUlLT' RECORD COPY OF PUNS. 'AS-BUIHr PUNS TO BE RETURNED TO OWNER AT COMPLETION OF PROJECT. 10. CONTRACTOR MAINTAIN ACCESS TO AM HOMES AND BUSINESSES ATAMTIMES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE OF WORK IN AND/OR CROSSING OF DRIVEWAYS. 11. CONTRACTOR SHALL COORDINATE WITH OWNER A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION, AND SHALL NOTIF� OWNER 48 HOURS BEFORE STARTING CONSTRUCTION, AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS. CONTRACTOR SHAM NOTIFY, THE CWNER A MINIMUM OF 43 HOURS PRIOR TO ANY TESTING, REQUIRED INSPECTION, OR REQUESTED WATER SERVICE DISRUPTION. CONTRACTOR SHAM NOT DISRUPT SERVICE WITHOUT OWNER S APPROVAL. 12. ANY ALTERATION OR VARIANCE FROM THESE PUNS, EXCEPT MINOR HELD ADJUSTMENT NEEDED TO MEET EXISTING HELD CONDITIONS, SHALL FIRST BE APPROVED BY THE OWNER. ANY ALTERATIONS OR VARIANCE FROM THESE PUNS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO rHE OWNER. ANY PROPOSED CHANGES IN CONSTRUCTION PUNS MUST BE SUBMITTED IN WRITING AND APPROVED BY OWNER PRIOR TO COMMENCING WORK. 13. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTORS EXPENSE, WITH APPROPRIATE SURVEYS HUD WITH THE COUNTY SURVEYOR. 14. THE Cc NTRACTOR SHALL DISROBE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIPMENT IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS, EXCEPT THOSE ITEMS DESIGNATED BY THE OWNER FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHAM BE CAREFULLY REMOVED AND STORED AS DIRECTED. 15. AM STRUCTURES, LOTS, SIVAMS, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, PIPING, AND UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY CONTRACTOR To EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. 16. CONSTRUCTION SHALL BE CONFINED TO THE STORAGE TANK SITE AND THE GRAVEL DRIVEWAY AS SHOWN ON THE PUNS. WORK SHALL NOT ENCROACH BEYOND THE CONSTRUCTION LIMITS WITHOUT APPROVAL. 24. ALL WATERLINES AND SERVICES SHALL BE PRESSURE TESTED ACCORDING TO AWWA C600 EXCEPT AS NOTED, CONTRACTOR SHALL PRESSURIZE THE WATERLINES TO 150 PSI, OR 1.5 TIMES THE NORMAL WORKING PRESSURE, WHICHEVER 15 HIGHER FOR A MINIMUM OF ONE (1) HOUR. THE ENGINEER OR A SUB INSPECTOR SHALL WITNESS THE TEST, ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY �OTHHCATR`N CENTER. THOSE RULES ARE SET MONTH IN OAR 952 001-0010 THROUGH OAR 952-001-0090. YOU N BY OBTAIN CORI ES .1 THE RULES BY CALLING THE CENTER AT 503 232 1987. NOTICE SRI I' TfIl YAK ooll TfEoR.1.1�� M Y.R Nl�EMIINEI' TMS urraysmi M- T. ICMUE 1%, W10 SOUTH HILLS 3RD LEVEL STORAGETANK REPLACEMENT IHEI GENERAL NOTES I G-4 �IE 7. -�. �-, 77, 1 4 of 61 - - � .. .11 P IGE. .. NOTES A CONSTRUCTION ENTPANCL__e SCAUS: PUS ?z 2 EA DUMP 17_24� STRAP WOR '7— ER RESTRAINT R. ULC. (K! NYLON ROPE, 2 BAG DETAUL FTATWASHERS) — DUMP STRAdp EXIST GR PROTECTED AREA 1. PLACE BARK BERM ALONG SLOPE CONTOURS TO MAXIMIZE PONDING RUN OFF 2 MAINTAIN DARK BERM THROUGHOUT CONSTRUCTION. 3. REMOVE AND RELOCATE SEDIMENITTO APPROVED LOCATIOAL 4. LPAEUSPREAD BARK BERM ALONG BANK UPON COMPLETION OF PROIECJ. BARK BERM SECTION SCALE WE SILTSACK FOR BAG FRO M I NLFF DUMP STRAP . 0 '. REGUI-AR FLOW ONLY, DO NOT USE HIGH FLOW INSERT BAGS. INLET PROTECTION SCAUE:." GRADING, UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION 2 SLOPES AND DISTURBED AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL LANE FILE SURFACE ROUGHENED BY MEANS OF TRkCK-WACUNG OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITI. 3 LONG TERM SLOPE AND DISTURBED AREAS STABILIZATION MEASURES SHALL INCLUDE THE ESTAGUSHMENNT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION KATE. SEE SPECIFICATIONS. IN ADDITION, ALL SLOPES OF 2: 1 OR GREATER SHALL RECENE MATTING. 4 TEMPORARY SLOPE AND DISTURBED AREAS STABILIZATION MEASURES S�AUL INCLUDE: COVEJUNG EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. S. STOCKPILED SOIL OR 57UPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURAJMN APPROVED BY SUB. DURING 'WET WEATHER! PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULC�. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE 57OCKPILE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL Bl_NNKETS OR MATS, MID SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES, SLOPES EXCEEDING 25'A MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 7 AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST GDNTR.L MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 8 CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF MNSTRUCTION AND MINNA.ED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TINE ASHES, STREET SW EE110G, AND VACUUMING MAY BE REQUIRED TO ENSURE THAT ALL PAVED AR EAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 2. STOCK PILE AREA SHALL BE DESIGNATED PRIOR TO EXCAVATION CUT ACTIVITIES. 10, SATURATED MATERIALS THAT ARE HAULED OFF $ITS MUST 86 TRANSPORTED IN WATER-17GHT TRUCKS TO ELIMINATE SPILLAGE OF 3. ALL 'SEDIMEW BARRIERS (TO BE INSTALLED AFTER GRADING)' SHALL BE INSTALLED SEDIMENT AND SEDIMENT UPLEN WATER. IMM ECIATEILY FOLLOWING ESTABLISHMENT OF FINISH ED GRACE AS SHOWN ON TH ESE PLANS, 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN -OR' THAT CAN EWER 4. LONG TERM SLOPE STABILIZATION MEASURES "MOULDING SEEDING, JUTE MATTING, THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE WATTLES, AND ROCK CHECK DAMS' SHALL BE INTI -ACE OVER ALL EXPOSED SOILS BY CONSTRUCTED GREATER THAN SO- FROM ANY DISCHARGE POINT, SECONDARY OCTOBER 1. MEASURES SUCH AS BERM OR TEMPORARY SETTLING PUS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. WASHOUT AREA SHALL BE APPROVED BY OWNER. 12, USE EYES SUCH AS CHECK DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. JB� CONTRACTOR SHALL COLLECT A REPRESENTATIVE SAMPLE OF EXISTING TOPSOIL AND EMPLOY A QUALIFIED LABORATORY TO ANALYZE THE MATERIAL FOR USE DETERMINING THE PROPER FERTILIZER TO PLACE OVER SEEDED AREAS. 14. A MINIMUM OF 2 -INCHES OF BARK DUST SHALL BE PLACED FOR PERMANENT DISTURBED SURFACE AREAS W/O GRAVEL, HMAC OR CONCRETE. SEED MIX TABLE LOCATION MIX SUPPUER �; SEED USED FOR TEMPORARY DISTURBED SURFACE STABILIZATION SHALL 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED 1. ALL BASE ESE MEASURES ONUET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL SWALE NATIVE MIX, I1. BE COMPOSED OF ONE OF THE MIXTURES SHOWN IN THE SEED MIX TABLE ON THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN PORTLAND OR THIS SHEET FOLLOWING MANUFACTURER S SUGGESTED APPLICATION KATE, PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED IN71AL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, OFF-SITE SLOPES SEE SPECIFICATIONS, UNLESS OTHERWISE AUTHORIZED. AS NEEDED. 2H:lv O� GREATER 2 SLOPES AND DISTURBED AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL LANE FILE SURFACE ROUGHENED BY MEANS OF TRkCK-WACUNG OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITI. 3 LONG TERM SLOPE AND DISTURBED AREAS STABILIZATION MEASURES SHALL INCLUDE THE ESTAGUSHMENNT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION KATE. SEE SPECIFICATIONS. IN ADDITION, ALL SLOPES OF 2: 1 OR GREATER SHALL RECENE MATTING. 4 TEMPORARY SLOPE AND DISTURBED AREAS STABILIZATION MEASURES S�AUL INCLUDE: COVEJUNG EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. S. STOCKPILED SOIL OR 57UPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURAJMN APPROVED BY SUB. DURING 'WET WEATHER! PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULC�. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE 57OCKPILE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL Bl_NNKETS OR MATS, MID SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES, SLOPES EXCEEDING 25'A MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 7 AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST GDNTR.L MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 8 CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF MNSTRUCTION AND MINNA.ED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TINE ASHES, STREET SW EE110G, AND VACUUMING MAY BE REQUIRED TO ENSURE THAT ALL PAVED AR EAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 2. STOCK PILE AREA SHALL BE DESIGNATED PRIOR TO EXCAVATION CUT ACTIVITIES. 10, SATURATED MATERIALS THAT ARE HAULED OFF $ITS MUST 86 TRANSPORTED IN WATER-17GHT TRUCKS TO ELIMINATE SPILLAGE OF 3. ALL 'SEDIMEW BARRIERS (TO BE INSTALLED AFTER GRADING)' SHALL BE INSTALLED SEDIMENT AND SEDIMENT UPLEN WATER. IMM ECIATEILY FOLLOWING ESTABLISHMENT OF FINISH ED GRACE AS SHOWN ON TH ESE PLANS, 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN -OR' THAT CAN EWER 4. LONG TERM SLOPE STABILIZATION MEASURES "MOULDING SEEDING, JUTE MATTING, THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE WATTLES, AND ROCK CHECK DAMS' SHALL BE INTI -ACE OVER ALL EXPOSED SOILS BY CONSTRUCTED GREATER THAN SO- FROM ANY DISCHARGE POINT, SECONDARY OCTOBER 1. MEASURES SUCH AS BERM OR TEMPORARY SETTLING PUS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. WASHOUT AREA SHALL BE APPROVED BY OWNER. 12, USE EYES SUCH AS CHECK DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. JB� CONTRACTOR SHALL COLLECT A REPRESENTATIVE SAMPLE OF EXISTING TOPSOIL AND EMPLOY A QUALIFIED LABORATORY TO ANALYZE THE MATERIAL FOR USE DETERMINING THE PROPER FERTILIZER TO PLACE OVER SEEDED AREAS. 14. A MINIMUM OF 2 -INCHES OF BARK DUST SHALL BE PLACED FOR PERMANENT DISTURBED SURFACE AREAS W/O GRAVEL, HMAC OR CONCRETE. SEED MIX TABLE LOCATION MIX SUPPUER PT442 BES GRASSY PRO-nmE ON SITE SLOPES SWALE NATIVE MIX, LAWN SEED, LESS TH�N 2H � IV OR APPVD ED PORTLAND OR PT453 NATIVE PRO TIME OFF-SITE SLOPES DRY PRARIE MIX LAWN SEED, 2H:lv O� GREATER OR APFVD ED PORTLAND .1 N07TCE I SHE I , I DHSIG� D _GA. M IGAI� IITF. -.- FEES urra GICKED _vsmi �1� EGVXIII� D _FF 'b". -W-0 R T. -LE ME ;F PIA05TIC SHEETING NOTES: 1. MINIMUM 12� OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED AT ME OF STOCK PILE. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ACT DIRECTIONS. __N PLASTIC SHEETING /4 SCALE NIS SLOPE MATTING INSTALLATION SCALE WE 90% SUBMITTAL SOUTH HILLS EROSION & SEDIMENT CONTROL 3RD LEVEL NOTES & DETAILS ESC -1 STORAGE TANK REPLACEMENT I I S .1 .1 PLAN NCALE� 1 -30 NOTICE - N 0 SOUTH HILLS L�� _BAB 3RD LEVEL II FICK �VR ... CA STORAGE TANK N�U­' I TPB murraysmith 1:1�LLR LHU�.KKU-P- CHECKED %-7�7,o REPLACEMENT �l TC ICALF lool; 1. EMERGENCY BEDSTON CONTROL MATERIALS MUST BE KEPT ON SEFE AT ALL TIMES, 2. ADDITIONAL TRACKING CONTROL MEASURES SUCH AS A WHEEL WASH MAY BE NECESSARY IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT. 3. ON-SITE RUNOFF ACCUMULATION INTO LOW POINTS SHALL BE PUMPED BY THE CONTRACTOR TO A SUITABLE LOCkPION, IF REQUIRED 4. INSTAUL SLOPE MATTENG ON ALL SLOPES 2H '1V OR GREATER. 5. NORTH ACCESS ROAD WILL NOT BE USED FOR CONSTRUCTION ACCESS. CONTRACTOR WILL UPTIOZE SOUTH ACCESS ROAD ONLY. EROSION CONTROL NOTES (D INSTRIT, INSMECT AND MAINTAIN BARK BERM TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SUE THROUGHOUT CONSTRUCTION. BARK BERM SHAU. BE INSTALLED PARALLEL TO SLOPE CONTOURS OR AS SHOWN. INSTALL (50 MINIMUM LENCITU INSPECT, CUGkN, AND MAINTAI N GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENT AND SEDIMENT ­NDEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION. INSTALL SLOPE MATTING ON ALL SLOPES 2H TV OR GREATER. INSTALL INLET PROTECTION. LEGEND EXISTING CONTOURS (l') 1109 EXISTING CONTOURS (A) -,IIF PROPOSED CONTOURS (I-) - - -1109 PROPOSED CONTOURS (5 -1110. INLEF PROTECTION 1E FINISH GRACE DIRECTION r -N STORMWATER FLOW DIRECTION BARK BERM PLASTIC MESH FENCE CONSTRUCTION ENTRANCE MATTING 90% SUBMITTAL EROSION & SEDIMENT CONTROL SITE PLAN I ESC -2 6 f Al SHEET NOTES I ORIGINAL SITE SURVEY WAS PROVIDED BY BRANCH ENGINEERING, CONTACT DAN NEILSON, P.L.S., 541-746-D637. 2. SURVEY COMPLETED ON A SUB LOCAL COORDINATE SYSTEM AND HAND 1988, LEGEND EKIST MEE TO BE REMOVED a TEST PIT/BOREHOUE SURVEY CONTROL FT (SEE 2011 FACIOTY LAYOUT POINTS' TABU) 4( APPROX LOC OF EXIST W DIP, SDMH EXIST 9' 6-xI6' 3 - VAULT I 'XI NOTICE BRI SHEET SOUTH HILLS EXISTING CONDITIONS, SURVEY CONTROL 3RD LEVEL C-1 TF 7H S �R DOES STORAGETANK AND TREE REMOVAL PLAN M - 1 murraysmith IS=6' TR5 I THOTHMM""ES —CHECKED REPLACEMENT N�Ta SEA, 1 7 of 6 1 NO. E PIF— RCVl..N E—FEE P�EET W.: �l ISII Ll: SH... I DATE: A.11—A 1.1� ON z SHEET NOTES 1. FOR PIPE AND VALVE ABANDONMENT, SEE SPECOFICILHONS. 2 FOR ADDITIONALABANDONMENITAND CONSTRUCTION SEQUENCING INFORMATION, SEE SPECIFICATIONS SECTIDN 01 10 00, q- - SUMMARY OF WORK. CONTRACTOR SHALL SUBMIT A DETAILED SEQUENCING PIN FOR APPROVAL By THE ENGINEER PRIOR M CONSTRUCTION. 3. FOR DEMOLITION REQUIREMENTS SEE SPECIFICATIONS SECTION 02 4100 - DEMOLITION. RECOMMENDED CONSTRUCTION AFOUFNCrNG: 1. CONSTRUCT STWUNGE -NK NO. 2, ASSOCIATED WATER MAIN AND DRAIN PIPING, SEISMIC VALVE VAULT, AND CONNECTIONS TO EXISTING SYSTEMS AS SHOWN ON SHEET C 6. TEST, DISINFECT, AND CONNECT ALL PIPING ASSOCIATED WITH STORAGE TANK NO. 2 PLACE STORAGE TANK NO. 2 IN SERVICE PENDING SUCCESSFUL COMPLETION OF TESTING AND DISINFECTION. 2 DEMOLISH EXISTING STORAGE TANK NO. 1 INCLUDING TANK FLUDOR, AND ASSOCIATED DMIN AND OVERFLOW PIPING AS SfIONNN 0. THIS SHEET. ENEII.LIAR EXISTING TANK N., I INLET/OUILET VALVE VAULT AND EXTEND 16' DI CONNECTION TO EAST T�IA�A- - SIDE OF VAULT AS SHOWN ON SHEET C -B STORAGE TANK NO. 3 AND ASSOCIATED WATERAND DRAINAGE PIPING AS SHOWN ON SHEETC G. PLACE STORAGE "N' 3. CONSTRUCT TANK NO. 3 IN SERVICE PENDING SUCCESSFUL COMPLETION OFTESTING AND DISINFECTION. 4. PERJEORM FINAL SITE GRADING AND FPSTORAT]ON, AV X, -Tic- XK FENC INSTALL MECHA I NEV� PLUGSIN ISTS FORG D 17 DRAIN IN , SEE CCNS�U 10 (2) 12-W PREVIOUSLY ABAND-IN-PICE, T" 4 Z� E, REMOVAL SEQUENCING 2 PLAN SCALE: 1 -20 E �R�D` LE V1 M "VT STORAGE TA EL NK NO. 1 DEMOLISH AND REMOVE EXIST PARTIALLY BURIED, PRE-ATRENEED CONC TANK, INCLUOING TANK FLUOR, SEE RECOMMENDED CONSTRUCTION SEQUENCING NOTE 2 AND SEE SUPPLEMENTAL INFO DWG NO. C13304-1 FOR TANK DORT BRP SOUTH HILLS BAB 3RD LEVEL DEMOLITION PLAN C-2 HITTRI.H." E.. STORAGETANK TPB REPLACEMENT THEN M�ING 15 CHEINEI NET7F.PLX Ilk A f A, NO. DAIL BY REVISION - I I murraysmith DHTSETN,T IT 11l' I L1 NAIL A.P1. I'll DEMO VAULT AND INT5RNALS BRAIN, SEE RECOMMENDED CONSTRUCTION SEQUENCING NOTE 2 AND SEE SUPPLEMENTAL INFO DING NO, C13304 1 FOR VAULT DOR DEMOLISH AND REMOVE EXIST PARTIALLY BURIED, PRE-ATRENEED CONC TANK, INCLUOING TANK FLUOR, SEE RECOMMENDED CONSTRUCTION SEQUENCING NOTE 2 AND SEE SUPPLEMENTAL INFO DWG NO. C13304-1 FOR TANK DORT BRP SOUTH HILLS BAB 3RD LEVEL DEMOLITION PLAN C-2 HITTRI.H." E.. STORAGETANK TPB REPLACEMENT THEN M�ING 15 CHEINEI NET7F.PLX Ilk A f A, NO. DAIL BY REVISION - I I murraysmith DHTSETN,T IT 11l' I L1 NAIL A.P1. I'll A I" LOT 5900 "v F IF AX LOT 6 00 0 TAX 1.111.11L.NUCAHE FOR ELECT, TYP, GRACING, SEE DET 1 AND 2, V, 311T E- I ENT C 12. MAINTAIN SITE OFFENCE INSTALL TAXILOT302 _SF�A.�E CO A PROP NORTH ACCESS RD imp STATION, SEE ;GCT A ON ENT C-5 �20XJU' DONE ILL A E PAD cc Is TYPOF2 TAX LOT L. RESURFACE EXIST $OUT rD -ACCESS RDWITH 2' MR!_J ... C-14 �� COMPACTED 3/4'-D CR 36' CIA HINGED PH 0I ACCESS MANWAY, TAXLOT6400 �0.58 0� TMWT6300 ll�x I�Il SHESTINOTES 1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL EITTIER RECEIVE FINAL RE -SURFACING AS: A. GRAVEL ROADWAYS SEE DETAIL 1, SHEET C 11. B. NATIVE SEED MIX FOR DITCHES AND GRASSY SWATS SEE DETAIL 6, SHEET C-10, 2. BURIED UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERITY LOCATION, SIZES, AND DEPTHS OF EXISTING UUTLUFES, NOTIFY ENGINEER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF UTILITY INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. �M­ - PAT Rop SiISAI E LADDERWIFALL REVENTDON SYSTEM, VAULT, SEE I CLIMB PREVENTION HT M -A SHIELD UDDER CAGE SHROUD, TYP OF 2, SEE DETS, SHT M 6 36' DIA HINGED PIPE ACCESS MANWAY, TYP OF 2 EXIST VALVE VAULT TA XLO T 650 4G IND LEVEL 0.58 MG 3RD LEVEL NGE TANK NO. 2 STORAGE TANK NO. 3 ED STEEL IF —I WETI L SIP DIA C-9 IT INSIDE DIE EL BASE EL -961.50' 255' SING RD ULTRA BLOCK R AL IT SEE DE� F STIFET us ED 'T� NO. TF T PLAN SCALE 1'�30' NOTICE SRI 'I DN3�A. D M TT- Al�. — urraysmi N_ HI I' TME 1%. 1 Wo THEN D�`ANG Is — - F-11 40' SOUTH HILLS 3RD LEVEL OVERALL SITE LAYOUT PLAN STORAGE TANK REPLACEMENT I C-3 .1 At LEGEND EXISTING CONTOURS (I-) EXISTING CONTOURS (5') PROPOSED CONTOLINS (IH PROPOSED CONTOURS (T) DRAINAGE FLOW DIRECTION CONCRETE SURFACING CRUSHED ROCK SURFACING NATIVESSEEDED SURFACING .q �,, f: � SHEET NOTES F, . :_:�. � F777� FEATURE DETAU-S. AM CRUSHED ROCK SURFACING SHALL CONFORM TO DETAIL I ON SHEET C -ID. 2. DRAINAGE DITCHES SHALL HAVE A MINIMUM DRAINAGE SLOPE j, 7 5' BE FILL L��I.IC' SEE H"' A ON 11 C-1 L IORTH ACCESS RD, SEE ZZ�l -SHTCSFO�PROM-EANDTYPSECSGON 73 LF OF 5 W U�- 3 LF OF S" D W S" C_ W G� Z SH HI C-11 RESURFACE ExisT SOUTH' -; ACCESS RD, SEE NOTE 4 T/ 'rT" 0, EXIST SUP ESM`T RS8 NO 3RD LEVE T STORAGE TANK NO. 2 67. NIA + �60 68�'RS AT T PERIMETER -j OF TANK FDN 1, V ? SI,O I, STICH H16H I -7� rl T, T,' 3 INSTALL SLOPE MAIUDG ON ALL SLOPES 2 1 OR LTRA-BLOCK RET WALL, REATER PER SHT ESC I SEE GET 6, BHT C 12 AND ESC -2 PLAN SCALE 1-20' SHEET NOTES 1. SEE SHEET C-10 FOR APPLICABLE SURFACING AND SUE FEATURE DETAU-S. AM CRUSHED ROCK SURFACING SHALL CONFORM TO DETAIL I ON SHEET C -ID. 2. DRAINAGE DITCHES SHALL HAVE A MINIMUM DRAINAGE SLOPE OF 1%, MAXIMUM SIDE SLOPE$ OF 3H:lV, AND A MINIMUM DEPTH HAS OF 12 INCHES. % 3. SITE GRADING SHALL GENERALLY SLOPE AWAY FROM ALL SITE GRADING PLAN CONCRETE STRUCTURES AND ACCESS PADS UNLESS OTHERWISE �v" NOTED. FINISHED GRACE FOR GRAVEL SURFACING SHALL STU ALL DI RD ED AREAS W/O GRVI, HMAC, MINIMIZE LOCALIZED LOW POINTS TO AVOID PONDING. RS8 NO 3RD LEVE T STORAGE TANK NO. 2 67. NIA + �60 68�'RS AT T PERIMETER -j OF TANK FDN 1, V ? SI,O I, STICH H16H I -7� rl T, T,' 3 INSTALL SLOPE MAIUDG ON ALL SLOPES 2 1 OR LTRA-BLOCK RET WALL, REATER PER SHT ESC I SEE GET 6, BHT C 12 AND ESC -2 PLAN SCALE 1-20' 4. RESURFACE EXISTING SOUTH ACCESS ROAD FROM SOUTH 667H PLACE TO TANK Sin WITH 2 MINIMUM COMPACTED 3/4`0 CRUSHED QUARRY AGGREGATE, SOCSD�.B) 1A HAS % 3RD LEVEL SITE GRADING PLAN �v" STU ALL DI RD ED AREAS W/O GRVI, HMAC, OR CONC SURFACING SHALL BE COVERED WITH TOP SOIL AND APPROVED SEED MIX, TPB SEE SPECS murraysmill STORAGE TANK - ...... .. KtPLACEMENT -tZ- Z GRAGS-LINEO SWALE � .E BHT E 'oop� No. DATE BY lR.SEl r,l . ... r.- - S'D-- I'll IS I., ... . . ..... S, RS8 NO 3RD LEVE T STORAGE TANK NO. 2 67. NIA + �60 68�'RS AT T PERIMETER -j OF TANK FDN 1, V ? SI,O I, STICH H16H I -7� rl T, T,' 3 INSTALL SLOPE MAIUDG ON ALL SLOPES 2 1 OR LTRA-BLOCK RET WALL, REATER PER SHT ESC I SEE GET 6, BHT C 12 AND ESC -2 PLAN SCALE 1-20' IS SOUTH HILLS SOCSD�.B) HAS % 3RD LEVEL SITE GRADING PLAN GTSOSSA DOES - P -E V GiEK S.�. I TPB murraysmill STORAGE TANK - ...... .. KtPLACEMENT � 'oop� No. DATE BY lR.SEl r,l . ... r.- - S'D-- I'll 965 960 955 MATCH EXIST AC GR 950 9`ts EXIST OR BREAK AVED DWY PROP FRVL TO STORAGE To PS ACCES RD ED GAL 0 TANK SUE ACCESS III AD CL FE + - – 2 -------- – .I '. AD, EXIST GR 0 ACCESS I BAD CIL 00 0+20 0.40 D+60 0.80 1+00 1+20 1+40 NORTH ACCESS ROAD PROFILE SCA,M: 1-30 HORI I'-5'VERT NOMS+ 1. STRUCTURAL FILL MATERIALS PLACED ON SLOPES STEEPER THAN SH 1V SHALL PROCEED IN VERTICAL U � OF 2' AND HORIZONTAL BENCH AS OF 10 FEET WIDE EXCAVATED TWO THE FACE OF EXISTING SLOPE AT THE TOE OF THE NEW FILL SLOPE. 2 FILL SLOPES SHALL BE OVERBUILT THEN CUT BACK TO FINAL GRACE. 3. SURFACE STRIPPINGS ARE NOT TO BE USED FOR FILL. 4. ON-SITE OVERBURDEN SOILS APPROVED BY THE GEOTECHNICAL ENGIN SET CAN BE USED TO CONSTRUCT FILLS OUTSIDE THE RESERVOIR DO UNDATION INFLUENCE ZONE. 5. WET WEATHER FILL MATERIAL SHALL CONSIST OF IMPORTED GRANULAR MATERIAL CONSGrGG OF FRAGMENTED ROCK UP TO 4 INCHES MAXIMUM SIZE AND LESS THAN SIG, PASSING THE NO. 200 STEVE. 6. EXISTING GROUND SHALL BE STRIPPED A MINIMUM OF 12 INCHES PRIOR TO CONSTRUCTING FILL SLOPE TYPICAL DETAIL FOR FILLING ON SLOPES E) SCALE: NIS 965 960 955 950 945 ELL. IS' GRAVEL EXIST GRADE 12' THK GTLFE�E FINISHED GRADE @ S TOPSOIL, ACCESS ;�OAD IT EE NOTE 4 2S� 12 FINISH 777 7' "777"\W GRA BE FMT1 � COMPACTED GRAVEL BASE, SEE NOTE 2 MIRAFT 50OX GEOTEXUT, OR APPOD EQ NORTH ACCESS ROAD TYPICAL SECTION SCALE: P � S' NOTICE —RAS SOUTH HILLS 3RD LEVEL STORAGETANK T—PB murraysmilh REPLACEMENT 7HEP CAAAIT� I ORFIXE. ..' � -F s 1%, W.1�2 1. All PREPARED SUAGRADE SHALL BE FIRM, UNDISTURBED, OR SELECT NATIVE COMPACTED MATERIAL. SUBGRADE SHALL BE OBSERVED AND APPROVED By THE GEOTECTINICAL ENGINEER CON PACTED TO AT I -EAST 90% OF MAXIMUM DENSITY 2. ALL GRAVEL ROAD SECTIONS SHALL INCLUDE 15 FOOT WIDE, 12 -INCH THICK, 314"-0 COMPACTED CRUSHED QUARRY ROCK SURFACING, COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER AASHTO T 99 OVER MIRAFT 500X GEOTEXMLE, OR APPROVED EQUAL 3. CONTRACTOR SHALL TRANSITION ACCESS ROAD CROSS SLOPES TO RESERVOIR SIM GRACING OVER A LENGTH OF APPROXIMATELY 10 FEEL (5 FEEL ON EFTHER SIDE OF STATION DEUNEATIOND. TRANSITIONS SHALL BE SMDOTH AND FREE OF NOTICEABLE GRADE BREAKS. 4. FILTER STRIP SHALL BE 5 -FOOT MINIMUM IN WIDTH, 12 -INCH THICK TOP EXIST, Pi -ANTED WITH NATIVE SEED MIX, SEE SPECS. S. ALL SIDE SLOPES SHALL BE GRADED BACK TO EXISTING GROUND AT A MAXIMUM SLOPE OF 2 HORIZONTAL TO I VERTICAL (211: IV) WITH SELECT NATPIE MATERIAL, COMPACTISID TO AT LEAST 90% OF MAXIMUM DENSITY PER ANSITTO T-99. FOR SLOPES 2H:IV, INSTALL SLOPE MATTING. ACCESS ROAD PROFILE, SECTION, AND DETAILS C-5 �ugust 20 11 f 61 II -1111 I BO4LI: ll.N I .: L T l" 1, 1 1 SHIFT NOTES: VAULT EXHAUST VENT SEE NOTE 6 1. ALL WATER AND STORAGE TANK UVtErU-W1UKNIN PIPING SMALL BE CLASS 51 DUCTIF IRON, RESTRAINED JOINL, UNLESS - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - -- - - - - - OTHERWISE NOTED. - - - - -- - - - - - - - - - - - - - - - - - - - - - - 2. FOR PIPING DETAILS AT STORAGE TANK 2 z- ----- - - PROP LIGHTING TYP AND 3 CONNECTIONS, SEE BILLS M-1 AND M-2, a PROP ELECT, EYE GO - - - - - - - le-� SEE 1W E -I RESPECTIVELY. PVELY CASEMENT AN. - - - - - - - rl��0+70 Z___: SEE SHT E-1 TO 'MH -3 ANN PIPE ZONE 02 BACKIFILL FROM OUTSIDE FACE OF PIPE ASEAN L=EN JOINTS. Ef. EI THROUGH FLEXIBLE EXPANSION MH -2 6 77 65 12 PvC 5D 4. ALL PIPING INSTALLED WITHIN GRAVEL so 12l TAN C' SURFACED AREAS REQUIRES IMPORTED -'0G` 4 PV C A GRANUI-ARTRENCHI BACKFULL s"PVC ATGN:' A DI+00 IT, 5. CONTRACTOR SMALL POTHOLE AND VERIFY ME, LOCATION, SIZES, AND DEPTHS OF EXISTING SEISMIC VALVE VAULT, c' UTILITIES NOTIFY ENGINEER OF POTENTIAL SEE SHT M-8 CONFLICTS 72 HOURS IN ADVANCE OF UTI INSTALLATION TO ALLOW FOR CHANGES IN q "i X II ALIGNMENT OR G"DE. 6. VAULT EXHAUSTVENTPIPE AND 10 GOOSENECK DISCITARGE, 34 LF OF Sl CL 50 IN MID 9T' BEND, MI. SEE CST 5, BHT C-12 & BUT . . . . . . --- . . . . . . N, �F- FOUNDATION DRAIN 4'71- TANK SENSING PH -1 SCHEDULE - TANK NO. 2 & 3 UNE, SEE SET M-4 4'/1' TANK SENSING LINE, SEE SHT M 3 IV' INLET/OLFTLED AUG E] FURN SH & INSTALL HOPE CAP END AT NET DRUAIN 8 HPT IE�95&,42 16" INLEDOUI ALIGN 'A -D' CB -3 1� 224 HE OF 4' HOPE N-12 PERE PIPE 12- OVERFLOW, ALIGN I FRENCH DIX AROUND PERIMETER OF 1 8 DRAIN k i EACH TANK FDN, SEE DET 4 & 5, SHT C 11 -1.0% MIN EACH SIDETO4 )X� USER I 1 12" OVERFLOW ALIGN -C SIR HI FRENCH DRAIN LPT HP L-- FURNISH & INSTALL 0.58 ED 0,58 MG '6 2-5 x4 HOPE N 12 WIF RESCR ERE LEVEL i 3RD LEVEL 'r, 6' IE -957.30 'k STORAGE TANK NO. 2 6 IT 6' HOPE N-12 SOLID WALL PIPE STORAGE TANK NO+ 3 1 1 4d -1% APPROX SEP F2] F FINISH &INSTALL -6' HOME N-12 WTTEE IE�95717 8 LF 6, HOPE N 12 SOLID WALL PIPING -2%, SEE NOTE 6 y APPROX SLP TANK NO. 2 WATER PIPIN E] FURNISH & INSTALL - HORIZ BEND 1-�' HOPE N-12 W7 45 SCHEDULE - ALIGNMENT - - - - - - - - PLAN 'I,, IE -957.1 H I CPS SOLID WALL PIPING STA.123 SCALE: 1"=IQ 14 LF 6' 0' APPROX SLP�2%, SEE NOTE 6 FURNISH � INSTALL: HE AS MIT 1�956.83 1-16" DI 11.25- HORTZ BEND, MJ TANK OF/CRAIN PIPING SITE DRAIN PIPING SITE DRAIN PIPINC TANK NO. 3 WATER PIPING SCHEDULE - ALIGNMENTS': SCHEDULE - ALIGN 'C'&'D': SCHEDULE - ALIGN 'E': SCHEDULE - MISCE -OUS: Q STA AO.29 ED RUS &!NSTALL 16-'DI"45 HORIZ BEND, MI STA 50124 STA 5 +.9 STA Cf.26-STA D0127 STA EITOO STA E +63, ID -1 STAB +7 ITNT J_ I 1 1 6 J_M' SEE DET WI.26, SHT I UL FURNISH & INSTALL: FURNISH & INSTALL FURNISH & INSTALL FURNISH & INSTALL: FURNISH & INSTALL CONNECT To EXIST 6- CONIC SD 1 16" Of 11.25- HORUZ BEND, NJ 1 16 DI 45- HORTZ BEND, IT 1-72- DIA MH (MH -1) I-CONC INLET TYPE G 2 CB W1 DUCH 1 COOT T)TE G-2 C3 VIC DUTCH INLET FUMISH & INSTALL STA AOF-41 TO STA AGISC R M-960ESI INLET TOP COVER AND FRAME OR TOP COVER AND FRAME OR ARPVD FQ APPROX 10 LE OF 6 - PVC C3034 STA BOLA) STA 61+13 FURNISH & INSTALL EE SILT C 8, AND DET 1, SET C-11 APPVD EQ (INS 1), W/ 2FIF SUMP LCB 2), SEE COS STU Dol 4 13, 1 FEkNCO CPG, SERIES MAIN OR SEISMIC VALVE VAULT, FTURN'S. . I.STAILL CONNECT TO EXIST 16- W RIM -568.67, INTEL IE -957.00 BHT C-14, W1 2 IT SUMP APWD ED, FIELD VERIFY SIZE SEE SIT 1-16 - Of 45' IT ME BEND, MD FURNISH & INSTALL T M-8 I TE, 0 F6] STA CD+75=STA E2+63 8 WC(E)OUTIE-953.33 RIM -959.67, INLET IE�958.00 EXISTGN6' CONCTEEIE�952.75±, SEE DET W1.26, SHT' C 14 1-16' DI -S, MJ FURNISH & INSTALL SEE SHE C -S, AND COS STI) OWE 4-12 IE(CUI PVC(S)-95GAU POTHOLE TO VERIFY TEE IE STA AO+53 STA �0+50 @ STA NFE76 1 -AS" MH (HIM 2) ON SELL C 14 STA B1+66, 16FRT FURNISH & INSTALL RIM�959.87 1-16� D: TEE, ME FURNISH & INSTALL EE CONSTRUCTION SEE SIT C 8, AND DET 2, SUL C-11 E] SIX ElT63 REMOVE AND REPLACE EXIST CB 1 6 D BENZ 1 161: Of LEE, MJ SEQUENCING NOTES, SIFT C 2 FURNISH &INSTALL FURNISH . INSTALL: I- V BW, NO CONNECT TO EXIST 16 -W f7] STA C1173 16" 9 1 48� MIT (MIT 4), DEC CONE TOP W/ I-ODOT UfME G-2 CB W/ FG -2 TOP I CIL 51 WATER PIPING, FURNISH & INSTALL CONNECT TO EXIST 48 - MIT UMH-3) STD MIT FRAME, COVER AND FAGGED, COVER AND FRAME OR APPVD EQ (CB -3) APPROX 9 IF STA EI.20 1 16" DI US, NJ RIM EL -954.85 SEE SIFT C 8 RTM-958.70, W1 2 IT SUMP STA .+I. FURNISH & INSTALL: SEE SUL C-8, AND GET 3, SIT C-11 PUNI IEUOUI PVC(E)-g55.2DEE CONNECT TO 1-16- Of 45- HORIZ BEND, IF] FOR ME MODIFICATIONS IE(IN)8'(W)-952.70 SEE COS STO DING 4-12, SET C 14 EXIST 12' BLVMU FIELD VERIFY EXIST MIT INVERT IEUOUI 50 FURNISH & INSTALL ELEVATIONS PRIOR TO CONNECTING 1-1R'.12- OF RC�I BRF SOUTH HILLS LIIII,� HAD 3RD LEVEL SITE PIPING AND DRAINAGE PLAN C-6 SEX1. A;� STORAGE TANK ASANED amIm Poll EASARE �- TP5 murraysmilh A_.__.O.PSE_ REPLACEMENT THEA ONAMNING IS CLEIAN) NO. DATE BY REVISION .1-SIALE I INSOUC7 MI 21 3237 1 SCALE: AS AMOVVN I DATE -A"A'A'U" 12 of 61 971 970 965 960 SSE 950 945 975 970 965 960 955 950 SHE .11 970 965 960 955 950 945 AOHEOO AQ-EIO A0120 AO+30 AO+40 A0150 AO+60 AO�70 PROFILE - TANK NO. 2 INLET/OUTLET PIPE ALIGN 'A' SCALE: I =10 HORIZ, 1 =5 VERT ..+,R A.... TANK NO. 2 �1+4. .1�'R BI+60 B1+70 B1+30 PROFILE - TANK NO. 3 INLET/OUTLET PIPE ALIGN 'B' WALL 1 =30 HONEZ, 1 =5 VERT TANK NO, 3 b WALL + EXIST OR 11 R TH x 3' CA/R LINE Ot I V I F OR RE F . STAA0+10(26'�- IX DEFTECT 'T�) PIPE IT TE!7G*R@ E! T�!T. WEL WR L TO - EXIST GR BTM PIPE=9SS 94 PROP OR @ ST BTM OF N AO+33 (16") I.".F TO BTII TRENCH . .1 - OF + 16 -DI W CL 'T ' PRE -954.9 J- IN .11 970 965 960 955 950 945 AOHEOO AQ-EIO A0120 AO+30 AO+40 A0150 AO+60 AO�70 PROFILE - TANK NO. 2 INLET/OUTLET PIPE ALIGN 'A' SCALE: I =10 HORIZ, 1 =5 VERT .0100 B0.10 80,20 BO+30 BO+40 BOTSO BO+60 ..+,R A.... E.+�. Xl+OO RI-ElR B1+20 S,+S. �1+4. .1�'R BI+60 B1+70 B1+30 PROFILE - TANK NO. 3 INLET/OUTLET PIPE ALIGN 'B' SE,IkLE 1 =30 HONEZ, 1 =5 VERT TANK NO, 3 b WALL TH x TO - 11 T um + J- IN HN Tu FIN CA STA SO+ EXIST GR DEFLECT77(TS-) Pi T. OF, H. ETM PIP E-014 93 3 CVRLINE FOR REF J- ------ ------- U- ----------- -------- ETA 1p "LEET P'_ t .4 ST� PRHS_S. - STA BO�10 (16-) 7t ��l EXIST OR TS 7prl RE. EIHFLECT PIPE 16 -DI W CIE PROP OR @ EXIST GR IFDF W CL E R 1. 01 91TV PIRE-9Z+94' STA BO+34 (16.) - BTM OF �'DI� OF TRENCH (FT) 1 1 DElU!CT PIPE IT, - 16TDI W IL BTM PIPE -954.93 RE LNE, PT .0100 B0.10 80,20 BO+30 BO+40 BOTSO BO+60 ..+,R A.... E.+�. Xl+OO RI-ElR B1+20 S,+S. �1+4. .1�'R BI+60 B1+70 B1+30 PROFILE - TANK NO. 3 INLET/OUTLET PIPE ALIGN 'B' SE,IkLE 1 =30 HONEZ, 1 =5 VERT 975 970 965 96U 955 950 XOTHER '� > ---- SOUTH HILLS EXE =�" - 3RD LEVEL WATERLINE PIPING PROFILES C-7 .1 THA 1.1 NNES N STORAGE TANK RE7NEVT�l' T! murraysmith i;LLI THEN DEV- REPLACEMENT CAIF BY REVISION 1 W.7. 1 PROTECT RE- " 'E" AA EH. 1 .1 A,l 1111 o F- 970 965 960 X35 950 945 "o 935 C0.00 collo co'20 CO,30 CO+40 CO+50 CO+60 C0,70 CoTso c0+90 CI+00 CATO CI+20 C1+30 Cl+,V) CI+50 cl+60 C1+70 cl+80 CI+9D PROFILE - ALIGN 'C'TANK NO. 2 OF SCIALE: 1-10' HORIZ, 1-5' VERT 975 N7. 965 960 955 ,So IF IF - SPZ TANK No� . HSI - �- 975 975 970 965 9ES 960 960 955 950 SIS 41 ".1" ' ST -R 2 11 , ,, �- + r=I 57 7-O.M." 12 Do . .1"'1 SLP=C.D B :71. IS IT z If F I IS + + + z z zz� IT - - - - - 11 IS,', EXIST GR Is - - - IF - - - INGR LI- - — ----- ---------- -- -------- ------- - --------- --------- - EXIST GR tS. xn� 4 L SIP 7vc SD a -o To I'll � FHJ .1 —i IS 1 , lo --- ---------- -- ------------ --- ------------ - — ---- ------ 0 12- D IDO 12-DI E 0 Li 12 0 FD —@ SLP -0.(10 FTHT �LR-DAT4 WET 975 N7. 965 960 955 ,So IF IF - SPZ TANK No� . HSI - 975 975 970 965 9ES 960 960 955 950 SIS 41 - - - - - ST -R + r=I 57 7-O.M." 12 Do . .1"'1 SLP=C.D B N71 SHEET NOTES: 1� 12- DRAINAGE PIPE FROM STORAGE TANK TO MH -I SHALL BE CLASS 51 DUCTILE IRON, RE�RAINEET 970 2. 12- DRAINAGE PIPE FROM MH -1 TO MH -3 SMALL BE C900 PVC, UNRESTRAINED. 965 960 955 950 94S 940 935 ES0+00 ES0+10 F0+20 DOT30 DO.40 E1100 EI+10 E1+20 E1+30 EI+40 E1+50 E1+60 EI+70 EI+80 E1+90 E2+00 E2+10 E2+20 E2+30 E2+,H) E2+50 E2+60 E2+70 PROFILE - ALIGN 'D'TANK NO. 3 OF PROFILE - ALIGN 'E' S�[F: IF -10 H0RfZ, 1 =5 VERT SCALE: 1 �10 MOR�, 1--S VERT NOTSCE ESF SOUTH HILLS BAB 3RD LEVEL DRAIN PIPING PROFILES IF THIS - DOES P. STORAGETANK F -- S -ESS -1 TP5 murraysmith IS "S.'II N STAFF REPLACEMENT 975 970 965 9E5 950 945 C-8 1� f 61 + + EXIST GR - - - IF - - - INGR - — ----- ---------- -- -------- ------- - --------- --------- - SIP 7vc SD a -o To I'll ES0+00 ES0+10 F0+20 DOT30 DO.40 E1100 EI+10 E1+20 E1+30 EI+40 E1+50 E1+60 EI+70 EI+80 E1+90 E2+00 E2+10 E2+20 E2+30 E2+,H) E2+50 E2+60 E2+70 PROFILE - ALIGN 'D'TANK NO. 3 OF PROFILE - ALIGN 'E' S�[F: IF -10 H0RfZ, 1 =5 VERT SCALE: 1 �10 MOR�, 1--S VERT NOTSCE ESF SOUTH HILLS BAB 3RD LEVEL DRAIN PIPING PROFILES IF THIS - DOES P. STORAGETANK F -- S -ESS -1 TP5 murraysmith IS "S.'II N STAFF REPLACEMENT 975 970 965 9E5 950 945 C-8 1� f 61 FF 10 I. 9 9 9 9 1010 1000 90 980 970 960 ORD u— u—u u—u —lu �TE� UTN� U+9u �+U. ..I. Ill� I.l� l+'RI I+lu ll�L I+fu I+�u l+D. l+.I 1+1. 1+1. 2+30 2+40 PROP OF 0 TOOF SECTION M EXIST STORAGE TANK NO, I F)H- GIL -; I C'�' \L�/ 98' INSIDE PROP FLR 961.50 S. - G G� STORAGETANK NO. 3 �..Ss MG FIN GR 990 67 INSIDE DIA STORAGE ARK 99P — TANK NOA 5TOM65 TANK NO,l 0 6 7- INS DE DIA EXIST STORAGE TANK NO.1 9 8 IN E DLk RE- 6 7 rNSIDEDIA PROP OF 983.75 1� 989 1 .5 MG 980 - - - - - - - - - - - - - - - - - - EXIST EFDRAGE TANK NO.1 OF - I- EX -1 r 970 R7� 2% 2k FIN %0 'GR 960 ww" EXIEi STORAGE TANK NO.1 FLR - 956.75 E)OST OR 9,0 "D PROP FLR 961.50 3 .6 Bl.. — ---------- --- ---------- --- - - - - ----- ---------- --------- -- - - ------- 2% "'�TT 960 EXIST STORAGE I 7 - UR 956 75 FIN GR - 1 1 0 771 950 1 � I � � - 1010 1000 90 980 970 960 ORD u— u—u u—u —lu �TE� UTN� U+9u �+U. ..I. Ill� I.l� l+'RI I+lu ll�L I+fu I+�u l+D. l+.I 1+1. 1+1. 2+30 2+40 PROP OF 983.75 TOOF SECTION M EXIST STORAGE TANK NO, I F)H- GIL -; I C'�' \L�/ 98' INSIDE PROP FLR 961.50 STORAGETANK NO. 3 1000 990 980 970 9S. 1. THE SECTIONS SHOWN ON THIS SHEET ARE ­FYPICAL AND SHALL GENERALLY APPLY TO THE STORAGE TANK STRUCF.RE/SFTE AS A WHOUE. 2. CONTRACTOR SHALL POTHOLE AND VERITY LOCATION, SIZES, AND DEPTHS OF EXISTING UFFILITIES. NOTIFY ENGINEER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF UTH-ITY INSTALLATION TO ALLOW FOR CHANGES GNMENT OR GRACE ..l. .... 1000 — 0,5 PC a' STORAGE TANK NO, 2 67' INSIDE DIA PROP OF 983.75 TOOF M EXIST STORAGE TANK NO, I F)H- GIL A 98' INSIDE PROP FLR 961.50 STORAGETANK NO. 3 �ENGR FIN GR 990 67 INSIDE DIA 1000 990 980 970 9S. 1. THE SECTIONS SHOWN ON THIS SHEET ARE ­FYPICAL AND SHALL GENERALLY APPLY TO THE STORAGE TANK STRUCF.RE/SFTE AS A WHOUE. 2. CONTRACTOR SHALL POTHOLE AND VERITY LOCATION, SIZES, AND DEPTHS OF EXISTING UFFILITIES. NOTIFY ENGINEER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF UTH-ITY INSTALLATION TO ALLOW FOR CHANGES GNMENT OR GRACE ..l. .... 1000 — TOOF EXIST STORAGE TANK NO, I 98' INSIDE CIA STORAGETANK NO. 3 990 67 INSIDE DIA 99P — EXIST STORAGE TANK NO.1 989 980 EX -1 r 970 R7� 2% 2k FIN %0 'GR 960 ww" EXIEi STORAGE TANK NO.1 FLR - 956.75 9,0 "D u*uu T.. .11. —lu U+40 �+'� L 1� �u l+uu +IF o+uo .+IP 0+30 0+50 0+60 0+70 .... .+9. 1+00 1+10 1.20 SE��I,ON SE I N NCIFFE BRIF XF I`�NEF SOUTH HILLS F--E�—' BAN Aft 3 RD LEVEL STORAGE TANK SECTIONS C-9 IITFlXkR... 'FFWM MUrrayS �.T P., r TPB mith STORAGE TANK �g _ - REPLACEMENT NOTTOWIN-S CHECKEO `kR-1 f IS of 61 REVISION I ....... I �LE �"�..N I t,": 'n' @I o D, 0 COMPACTED ARRY ROCK, TO AT LEAST 95% OF PER AASHTG T 99 50OX GEOLLEXTILE OR PER RASHID ILBB, SEE NOTE I NOUlEz 1 ALL PREPARED SUBGRNDE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECH NICAL ENGINEER. GRAVEL SURFACING SECTION SCALE: NTS 6F REVEAL SLP -2% F- RINGWALL EXPOSURE ED, SUP 2% 6' THK CONC PAD, SEE NOTE 2 1. ALL PREPARED SUBGRAIDE SHALL BE FIRM OR COMPACTED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 2. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. ALL CONCRETE SHALL CONTAIN 5% (1%,S) AIR ENTIFUJINMENT. SLUMP SHALL BE I TO 4'. REINFORCING STEEL SHALL CONFORM TO ASTM ABLE, GFUNDE 60. PAD SHALL INCLUDE #5 BARS AT 12- ON CENTER EACH WAY, MINIMUM. DETAIL AND PLACE ACCORDING TO AID MANUAL SP 66. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 2� FOR BARS AND 3 - WHEN PLACED AGAINST EARTH. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2 HIE AT CORNERS AND WALL INTERSECTIONS. 3. THIS DETAIL 15 TYPICAL FOR THE CONCRETE PADS ADJACENT TO I HE RESERVOIR. SEE DETAIL 4 THIS SHEET FOR RINGWAILL HNBGRAOJE AND FOUNDATION CONSTRUCTION. TYPICAL CONCRETE PAD ADJACENT TO TANK SCALE MILE OVERLAP MIN MIRAFT IBON GEOTEXTILLE FABRIC OR AP"D DO -1 11- 1� - — W.- - - I., � 6. THK, Y4' -O COMPACTED CRUSHED COMPACTED SURGRADE QUARRY ROCK, COMPACTED TO AT (UNDISIFURBED NAME MATERIAL), LEAST 95% OF MAX DENSITY PER NOTES: COMPACT TO 90% OF MAX DENSITY AASHTD T 99 OVER MIRAfl 50OX PER AkSHFID T 99, SEE NOTE I GEOTEX7D-E OR APFVD EQ 1. ALL PREPARED SUBGRAIDE SHALL BE FIRM OR COMPACTED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 2. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. ALL CONCRETE SHALL CONTAIN 5% (1%,S) AIR ENTIFUJINMENT. SLUMP SHALL BE I TO 4'. REINFORCING STEEL SHALL CONFORM TO ASTM ABLE, GFUNDE 60. PAD SHALL INCLUDE #5 BARS AT 12- ON CENTER EACH WAY, MINIMUM. DETAIL AND PLACE ACCORDING TO AID MANUAL SP 66. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 2� FOR BARS AND 3 - WHEN PLACED AGAINST EARTH. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2 HIE AT CORNERS AND WALL INTERSECTIONS. 3. THIS DETAIL 15 TYPICAL FOR THE CONCRETE PADS ADJACENT TO I HE RESERVOIR. SEE DETAIL 4 THIS SHEET FOR RINGWAILL HNBGRAOJE AND FOUNDATION CONSTRUCTION. TYPICAL CONCRETE PAD ADJACENT TO TANK SCALE MILE OVERLAP MIN MIRAFT IBON GEOTEXTILLE FABRIC OR AP"D DO -1 11- 1� - — W.- - - I., , �— " ", "I I , *w-,-- — KiTt Qj;*� �4" ENDS PERE PIPE W1 "iffiltele, pm '01413, iN OVER MIRAFI SOOX . 1 lco"s-'ev, -DRAN GUARD' FILTER A COVER, N12 WIT IB BY CRUSHED QUARRY ROCK FDN ADS OR APPVD EAU 1.0% — TRENCH A SLP MIN CA TRENCH DRAEN'� X" CIA FRENCH DRAIN, ALP FRENCH DR IN SECTION SSA� OF MAX DRY DENSITY PER SEE A, THUS BHT TRENCH BACKRUL As 2-B, M.. AASHITO T 99 OVER MIRATI VARIES vgj SOUX GEOTENIFTLE OR APWD SO CONC RINGWAll- FOOTING, TANK SHELL VARIES, 12' MIN, 15' TYP 6- RINGWALL EXPOSURE VARIES, 2% MIN NALVF MATERIAL), COMPACT TO 90% OF MAX DENSITY PER AASTITO T-99, SEE NOTE 1 NOTES ROCK, 1. ALL PREPARED SUBGRADE SHALL BE FIRM SUBAAADE OBSERVED AND APPROVED BY THE GEOLLECENICAL ENGINEER. 2. THIS DETAIL IS TYPICAL FOR THE GRAVEL ROADWAY AROUND THE TANK. SEE DETAIL 4 THIS SHEET FOR RINGWALL SUBGRADE AND FOUNDATION CONSTRUCTION. TYPICAL GRAVEL ROADWAY SECTION AROUND TANK SCALE: � NOTES: PAVEMENT -1H 'H K,f4 000MPACTED OVER MIRAFI SOOX GRANULAR CRUSHED QUARRY ROCK FDN GEOTEXTJ OR AJPPVD DO — TRENCH BASE, -OMPACTED TO AT LEAST CA TRENCH DRAEN'� X" CIA FRENCH DRAIN, ALP 1. REFER TO SUB STD DET WI.17 ON BHT SSA� OF MAX DRY DENSITY PER SEE A, THUS BHT TRENCH BACKRUL As 2-B, M.. AASHITO T 99 OVER MIRATI VARIES 0 SOUX GEOTENIFTLE OR APWD SO CONC RINGWAll- FOOTING, SEE STRUCUT SUITS COMPACTED SUNGRADE (SELECT SYMBOL SURFACE RESOMITION NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER NOTES: AASHTO IT 99, SEE NOTE I I ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISITURNED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 2. THUS DETAIL 15 TYPICAL FOR THE FULL PERIMETIER OF THE TFUU( RINGWAI-L AN D SUBGMADE (AN D WITHIN TSE RINGWAILL LIMITS) AND FOUNDATION PREPARATION. RINGWALL FOUNDATION BACKFILL WITH CLASS -5- ICALID NIS TANK SHELL VARIES, 12' MIN, 15' TYP 6- RINGWALL EXPOSURE VARIES, 2% MIN NALVF MATERIAL), COMPACT TO 90% OF MAX DENSITY PER AASTITO T-99, SEE NOTE 1 NOTES ROCK, 1. ALL PREPARED SUBGRADE SHALL BE FIRM SUBAAADE OBSERVED AND APPROVED BY THE GEOLLECENICAL ENGINEER. 2. THIS DETAIL IS TYPICAL FOR THE GRAVEL ROADWAY AROUND THE TANK. SEE DETAIL 4 THIS SHEET FOR RINGWALL SUBGRADE AND FOUNDATION CONSTRUCTION. TYPICAL GRAVEL ROADWAY SECTION AROUND TANK SCALE: � NOTES: PAVEMENT NOTES GRANULAR 1. BOTTOM SLOPE AND — TRENCH OF EWPLC TO UP ALP 1. REFER TO SUB STD DET WI.17 ON BHT MCKFULL ll�l TRENCH BACKRUL As 2-B, M.. VARIES 0 CONFLICT�, IF ANY. -HMAC OR 2. SWALE SHALL SYMBOL SURFACE RESOMITION 'I"P," 5 "? REQUIREMENTS BE FULLY i"r 2, Stp VEGETATED WITH BACKFILL WITH CLASS -5- ALL VEGETAT ED H GRANULAR MATERLM-TO FINISH SPECIES GRACE. ESTABLISHED PRIOR OJ -1- TO FIN GR ,NSPLCIION. 12"THK 3. FOR MAINE T.PS.LL, ME FI 5009 GE07EXTILF SEED MIX, SEE SEE SPECS OR APPVD ED, SEE SPEC� SPECS. GRASS -LINED SWALE SCALE MUCH NOTICE SIZE DAUGN _BAB MUrra _th IF FIT IS BAR DOES DRA.. . A YSMI .1 P.11A� �� TPB A HTF.B.-N-A CIILSE� DDITTO A�Ll A .'A OR CLASS 'B' PAVEMENT NOTES GRANULAR RES�TORATIOJN AND — TRENCH CLASS 'B' GRANULAR 1. REFER TO SUB STD DET WI.17 ON BHT MCKFULL ll�l TRENCH BACKRUL As C-13 FOR TYP TRENCH SECTIONS. THIS DET SHALL SUPERSEDE SUB SSID DET DURING (D TI 0 CONFLICT�, IF ANY. -HMAC OR CON CRETE SYMBOL SURFACE RESOMITION SURFACING REQUIREMENTS BACKFILL WITH CLASS -5- GRANULAR MATERLM-TO FINISH GRACE. Y4" -O' OR BELL TO FIN GR REPLACE AC PAVEMENT, MATCH EXISTING THICKNESS, 4F MIN, CONDUITS FINISH TRENCH SURFACE TO Y4l-0HCR SPILL TWHEN MATCH ORIGINAL CONTOURS. IN PIPE ZONE AFFUCAULL) DI WATERLINE BACKTILL RZOUIREMENTS FURNISH & INSTALL CLASS EDDING, PIPE EASE& FRENCH BACKFILL COMPACTIED TO 95% OF MAX DENSITY PER AASHTO IT 99. FURNISH & INSTALL CLASS 'B' v L BEDDING AND PIPE ZONE -J MIN BACKFULL COMPACTED TO 95 N OF MAX DENSITY FF� DASELIN T-.. PIPE TRENCH DETAIL WITH CONDUITS SCALE: NITS INNO SOUTH HILLS 3RD LEVEL CIVIL DETAILS - 1 C-10 STORAGETANK REPLACEMENT I I 16 f 61 2�. NON -SHRINK GROUT AS NEEDED TO SLOPE BOTTOM VC D, TO MH 2 GAIN S'll ACCESS ILADDER, B -PVC D, EXIST 8 'PVC D TO CIT'I STK� PER PRECAST PIER, STEPS, SEE NOTE 2 FROM CB -2 W/ GALY I -ADDER PULL UP 8CPVC D, FROM MH 4 EXTENSION, SEE NOTE 6 8 CONIC D, FROM TANK 1 (TO BE ABAND) (BELOW PROP 12� PVC D), SEE 4.XI' AWN HATCH W/ B B REMOVABLE SAFETY GRATING, SEE SPECS ,�12"DI D FROM TANK 3, WITH FLAP VALVE, SEE NOTES 1 R B 4"PVC D 12 -PVC D, TO MH -3 A 12� WE D, FROM MH -2 DULL), SEE NOTE 1 6' CONC D, FROM EXIST `2.lC D. (CORE SITE DRAINAGE --- FROM MH -1 12 -DI D FRO. TANK 2, --- ROM TANK 3 WITH FLAP VALVE, SEE z _.A 15" CO C D, FROM TIDUD I� P VALVE, SEE NOTES I & 3 FOR BEARAND), SEE NOTE 3 FPVC D FROM TANK 2 STID MH FRAME AND PLAN WITH FLAP VALVE, SEE WITH COVER W/25'DIA 40TES 1 &3 NOTES LUG, SEE CITE 0' PLAN i SINGLE LEAF AWN ACCESS SPRINGFIELD BOB M HATCH I'SI' PLAN MATCH FIN GR F'Sk 4-1 AND 4 -LAO SHL C-14 — — — — — — — — — — - IS 2�. NON -SHRINK GROUT AS NEEDED TO SLOPE BOTTOM VC D, TO MH 2 B -PVC D, EXIST 8 'PVC D TO CIT'I STK� STEPS, SEE NOTE 2 FROM CB -2 8CPVC D, FROM MH 4 8 CONIC D, FROM TANK 1 (TO BE ABAND) (BELOW PROP 12� PVC D), SEE A B B NOTE 3 C t C ,�12"DI D FROM TANK 3, WITH FLAP VALVE, SEE NOTES 1 R B 4"PVC D 12 -PVC D, TO MH -3 71 12� WE D, FROM MH -2 DULL), SEE NOTE 1 6' CONC D, FROM EXIST `2.lC D. (CORE SITE DRAINAGE FROM MH -1 I I ROM TANK 3 _.A 15" CO C D, FROM TIDUD I� P VALVE, SEE FOR BEARAND), SEE NOTE 3 STID MH FRAME AND PLAN COVER W/25'DIA LUG, SEE CITE 0' i PEN EL�960.51 SPRINGFIELD BOB PLAN MATCH FIN GR F'Sk 4-1 AND 4 -LAO SHL C-14 � COMPACTED LEVELING PAD, SECTION A -A 12' MIN THK, Y, TO CR NOTES: 1. RUPOLVE FLAP VALVES AT MANHOLE ENTRANCES AS SHOWN, WATERMAN PF -25, OR EQUAL. MOUNT FLAP .IF TO MANHOLE WALL USING BROW ANCHORS, AND GROUT, INSIDE AND OUTSIDE TO PROVIDE SMOOTH, WATERTIGHT FLOW CHANNEL FLAP VALVE NOT REQUIRED ON 12' RIC 01 -FILET. 2. Ark GAP SHALL BE AT LEAST TWICE THE DIAM ETER OF THE TAN K GRAIN DFULET LINE, 3. PROVIDE ALUMINUM PLATE WITH STAMPED ITUIELS, V HIGH LETTERS, ATTACH TO FLAP VALVES WITH ALUMINUM STRAPS. _ABEL.5 ARE: TANK NO. 2 GRAIN & OVERFLOW TANK NO. 2 24' DI D/OF INRSW) TANK NO. 3 ORION & OVERFLOW - TANK NO. 3 24' Or DIOS INRSE) TANK NO. 2 EDO DRAIN -TANK NO. 2 6" PVC TANK FDN D IN (SW) TANK NO. 3 FDN DRAIN - TANK NO, 3 6' PVC TANK FDN D IN (SE) 4. INSTALL SEAL BOOT OR LUNK-SEAL AT ALL MANHOLE PENETRATIONS, SEE DETAIL 2, SHEE7 M-7. S INSTALL FLOW CHANNEL, GROUT BOTTOM OF MANHOLE WITH SMOOTH FINISH AT 2% MIN SLOPE TOWARD OUTLET. 6. ACCESS LADDER NOT SHOWN IN SECTION VIEW FOR Cl_ARJT)H LADDER SHALL BE PROVIDED FROM TOP OF MAN HOLE, TERMINATING 12 INCHES ABOVE GROUTED CHANNEL AT BASE OF MANHOLE. 72" MANHOLE (MH -1) SCALE: I'D -I 48- DIA ECCENTRIC MH .1 USERS AS REQ D 48' NON -SHRINK GROUT COMEACFED LEVELING AS NEEDED TO SLOPE BOTTOM PAD, 12" THK MIN, Y4 '-0 CR SECTION B -B 1. INSTALL SEAL BOOT OR LINN-SEAL AT ALL MANHOLE PEN�RATIONS, SEE DETIUL 2, SHEET N_7. 2� STEPS NOT SHOWN IN SECTION VIEW FOR CITARETY. STEPS SHALL BE 12� ON CENTER, PROVIDED FROM TOP OF MANHOLE AND TERMINATING 12 INCHES ABOVE GROUTED CHANNEL AT BASE OF MANHOLE. STEPS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C -47S, TIGHT AND FIRMLY EMBEDDED 3. INSTALL FLOW CHANNEL, GROUT BOTTOM OF MANHOLE WITH SMOOTH FINISH AT 2% SLOPE TOWARD GOTLET 48" MANHOLE (MH -2) SCAUE� I/2'TI'TC SECTION C -C NOTES: 1. FIELD CORE EXIST MH -3 FOR 12' RIC PIPE PENETRATION. 2 INSTALL SEAL BOOT OR LINK-SUNL AT ALL MANHOLE PEN ETRATIONS, SEE DETAIL 2, SHEET M-7� 3. ABANDON INLET, FURNISH AND INSTALL MECHANICAL WINGAUT PIPE PLUG AT MANHOLE ENTRANCE. EXISTING 48" MANHOLE (MH -3) IILI� III -I -D _40b, NOTICE SRF AO—M SOUTH HILLS _F._l. 3RD LEVEL CIVIL DETAILS - 2 C_11 STORAGETANK 7_ SIX TME 8 murraysmilh THIN DOWWRG IS ... cX'U REPLACEMENT R.YTo —L, SHEET REVISION J_: L . W_il' - . lF.ICT RD, 21 DILI WDAIE—. AD SHOWN DATE: 17 f 61 END, GATE, OR CORNER POST `­ TOP PAR. - FABRIC BAND SPACE RAIL-/ TRUSS ROD X'X X'X X'A OX Y�XX XA�A TWISTED 6 M BEDq , RD SELVLVAGE GE SEE SPECS FOR MORE INFORMATION 12" DIA PVC SIN — WHERE FENCE POSTS ARE INSTALLED BEHIND RUAINING WALL III SIZE, SEE N SPIEGS", -15TID B BARBED SELVAGE BARBED WIRE CLIMB L' FENCE NOTE I m RIVER, SEE SPECS I 1. FURNISH AND INSTALL W-0" CHAIN LINK FABRIC WITH V-0" SLEEVES 1�80' SVNNG) CHAIN LINK FABRIC A V-0 Ti Sp. LOT PERIMETER FENCING. BRACE RALL In BOTTOM PAUL CHAIN LINK FABRIC WITH 1'-." LINE POST, FOR SIZE, SEE SPECS CHA NK FENCE (D PYROX G-10 INSURTATING WASHERS, TYP PUFFmsTW/ EXTENSION STIL WASHERS, W/ OVERSIZED ID, TYP L TOP RAIL BAR PRESSED SIL N AKW SUPPORT,SEE BARBED WIRE CLIMB FENCE NOTE I m RIVER, SEE SPECS I 1. FURNISH AND INSTALL W-0" CHAIN LINK FABRIC WITH V-0" TOP HINGE 1�80' SVNNG) BRACE POST, FOR SIZE, SEE A V-0 Ti Sp. LOT PERIMETER FENCING. NOTES, AKW Affi+o 1. FURNISH AND INSTALL W-0" CHAIN LINK FABRIC WITH V-0" BARBED WIRE HARRIER AT TAX LOT PERIMETER FENCING. 2. HHUNISH AND INSTALL 7`0 CHAIN LINK FABRIC WITH 1'-." -HUED WIRE BARRIER AT RESERVOIR SITE BOTTOM UINGE_" 3. FURNISH AND INSTALL KNOX (ISO- SWING) BOX PADLOCK TO MEET FIRE POST SIZE, SEE D PARTMENT REQUIREMENTS AT E SPECS , 1p CONG ETA, SEE DET ALL CATE ENTRANCES. MOUNT AS 3, THIS SIFT, TYP D IRECTED BY FIRE DEPARTMENT ON -SUE. CHAIN LINK GATE 1. REMOVE AND REINSTALL EXISTING CHAIN UNK DATE IF SALVAGEABLE. 3 000 PSI MIN 2�-DAY 2 STRENGTH EYNON G-10 INSULATING MATERIAL LIST SINGLE ROW OF COSC IS Sim, LENGTH TO EXTEND Ul. BLOCK, ix x] INTO THE STL WASHER (D 8 - CLASS 50 OF PIPE, RESTR 2.5'�2.S' 5T'OR SIZE, AP"D ED, INSTALL POST UN CA SIDE OF FIG SEE SPECS Q 8" GAIV STL SCHED 40 VENT WITH IFU6V BATTER PIPE / 2 SHORT RADIUS 90o FULL FACE BID 0 INSUL-ATED �Kff 0 BENDS, WELDED I 6 8" GALV STL SCHED 40 PIPE W/ 0 V4" 7HK END CAP (WELDED), r MIN, 0 VENT TO INCLUDE APPROX 36 !'S, TYP 1, VIA HOL 5 AT APPROX Yv WALL BACKFILL PROTECTED SPACING OEM PIPE SECTION & PIPELINE SI) I�S GRAIN 12' DIA END CAP TACK WHO %' 20 NO K MIN L2� G C ' GAUGE WIDTH 3 �4 PERFORATED PIPE FLG, TYP ISOLATION )DINT, SEE INSUL MIRA&I 50ax IS PENCE NOTES: LOS BET, THIS BHT GEOTEXTT-E 1. BARBED WIRE CLIMB BARRIER PRESSED STEEL UNPROTECTED FWOMR PUFFED PIPES, TAPE SUPPORTS SMALL FACE AWAY FROM THE 57E AT CIRC x OR APPVV EQ UMFERENCE OF _' 11 X� I PIPELINE FLANGE W1 3 WRAPS 20 MIT I T 45' ANGLE, TRANSITION TO VERTICAL WIRE PVC NOTES� SUPPORT AT GATE LOCATIONS. TAPE 12 INK, 0 COMPACTED I ALL PIPE AND FITTINGS SHALL CRUSHED QUARRY ROCK, 2. TENSION WIRES ARE NOT ALLOWED IN PLACE BE RESTRAINED. OF TOP OR BOTTOM RkLS. NOTES: COMPACTED TO AT LEAST 95% OF MAX DENSITY PER MSH70 1 99 LE 3 PROVIDE MOSS RODS AND CROSS SPACING 1, FOR BURIED OR INSULATING F[GV4GE INSTALLATION, DO NOT 2. VERIFY LOCATION OF OVER MITAFI 50GX GEOTEXTILE OR TENSION WIRES IN ACCORDANCE WITH ODOT INSTALL INSULATING WASHER ON PROTECTED SIDE OF INSUILATUNG GOOSENECK WITH ENGINEER. AFFVV CQ o STANDARDS. FLANGE. 3. HOT DIP GALVANIZE ALL STEEL 4. LAYOUT AND INS7 �L GENCE POSTS TO 2. COAT BURIED INSULATING FLANGES WITH COLD APPLIED COAL PARTS AFTER FABRICATION. RETAINING WALL 4A 4 MAINTAIN MAXIMUM ' SPACE BETWEEN BOTTOM TAR MASTIC AFTER ASSEMBLING ]OINT AND WRAP WITH A BUTYL bi SCALE: NTS OF FENCE AND GROUND SURFACE. RUBBER ADHESIVE, POLYETHYLENE MCKED TAPE, FENCE FOOTING INSULATED FLANGE GOOSENECK ASStnaLKe �LALF N16 SCALE� FITS BRY VAR SOUTH HILLS MVG� 1. lh CEMENT CIVIL DETAILS - 3 C-12 'rt'o murraysmi 3RD LEVEL �Fl. RD�. —7E—CKED STORAGETANK DATE BY REYISION VI.1111 'i .... .I, IS If III REPLA ,V .1 .,F.. IF— — 1, F,, 17% �EL� F�F IF /77 -0 A �2V 1) 2 "M5, VN—E—FDGR�� FF. �lmc�mmNB 30 N��E BRF SOUTH HILLS 3RD LEVEL IF IF STORAGE TANK 0. �� TPB murraysmith IALVB-� REPLACEMENT low - I STANDARD DETAILS - I SHEET C-13 A r .1 IF Vj REFERIC ON MCK ---MR I WL16.1 .—u N��E BRF SOUTH HILLS 3RD LEVEL IF IF STORAGE TANK 0. �� TPB murraysmith IALVB-� REPLACEMENT low - I STANDARD DETAILS - I SHEET C-13 A r .1 1�1 J WHOR.OMILOR NF..0, fj�L— , 1, F-1 oGf PIP �.Pf P ,.No. io. NOTE' SPRINGFIELD STANDARD IMNIHOLE "T 4-1 S'�T.N �-. SECTION E -S I QUOT - DTE - D I Akk�AXH LASIN PLAN S'�T.N �-. SECTION E -S I QUOT - DTE - D I Akk�AXH LASIN r RE ID —A A zt 'L DRDHIRLEF ........ ..... �PIR INCYTFCE -.1 �IEIGWID SOUTH HILLS —BA 3RD LEVEL STANDARD DETAILS c 14 Loo.11 STORAGE TANK IRE murraysmith S=9 ' REPLACEMENT TNGL.L�lfl —woolli-11, I BY NEo�SICIN IIoTTol— 20 of 61 E I& T STANDARD MINHOLE FRAMI ADJUSTMENT A r RE ID —A A zt 'L DRDHIRLEF ........ ..... �PIR INCYTFCE -.1 �IEIGWID SOUTH HILLS —BA 3RD LEVEL STANDARD DETAILS c 14 Loo.11 STORAGE TANK IRE murraysmith S=9 ' REPLACEMENT TNGL.L�lfl —woolli-11, I BY NEo�SICIN IIoTTol— 20 of 61 E I& r RE ID —A A zt 'L DRDHIRLEF ........ ..... �PIR INCYTFCE -.1 �IEIGWID SOUTH HILLS —BA 3RD LEVEL STANDARD DETAILS c 14 Loo.11 STORAGE TANK IRE murraysmith S=9 ' REPLACEMENT TNGL.L�lfl —woolli-11, I BY NEo�SICIN IIoTTol— 20 of 61 AS IT "PUN ILOFII ORDINATE TOAVIND 71 011OL11 A� TEGF5 B 16, 'T"k I X' 1ILY)FRI K63 _,A�Al STORAGETANK 3 PULL BOX UGHTING (SEE NOTE 7� PULL BOX UP 11,11, UPO -A C ONTION, Ll ..... 7 L 0 (SEE NOTE 5)� STORA 2 PULL SEISMIC vu GET REX STORAGE AGE TANK2 'TUFA TACKS + Ir", TAU T' IT ITS, ,IT 'F -c - TT' F"�' FF'l`C 11 SITE PLAN F- "0 1 PRE INA ONLY1 SOUTH HILLS 3RD LEVEL IF THIS MR DOES STORAGETANK NOT N -ME TLES IN. REPLACEMENT MITEMOREF DID UM MI Ry FOS " OHR_ ALUM' _2� murraysmi h F- SPRINGFIELD UTILITY BOARD 3RD LEVEL STORAGE TANKS DRAWING LIST: El ELECTfURCALATTEPUN E-2 ELECTRICAL DEMOLITION PUN E 3 ONE LINE DEAUSESSIM E4 CONTROL ROOM CONDUIT PUN HIS CONDUIT & CIRCULF SCHEDULE E-6 CONDUIT AND CIRCUIT SCHEDULE DEMOUVON �7 LIGHTING PLAIN E 9 GREJUNKFUND PUN E 0 UABELSCHEDUHLE IS SEISMICVAULTPLAN ICE PIECE ENCLOSURE SCHEMATIC IC2 PUG1 DC INPUTS G3 PLE1 M INPUTS ICA PLCI M OUTPUTS ICE PLCI ANALOG INPUTS ME PROOM AND INSTRUMENTATION DIAGRAM UEGEND- UNDERGROUND CONDUIT SURFACECONDUFF GENERAL NOTES I SEE DRAWING E-5 FOR CONDUIT SCHEDULE 2, M NIMUM 1Y 0 OFF OF MERGED TANK FOOTING INCLUDE CAUTION TAPE AND LOCATE WIRE 3 SEE CORE DRAWINGS FOR REMAINING VAU 9 AND DUCT INSTALLATION REQUIREMENTS 4. VALUE PENETRATIONS SUALL BE MADE WITH FEEL USING PERMANENT, ELABDRAER SCALED SYSTEM, 5 NEW LED FUDDLIGHTS. ONE FIDOURE PER POLE MOUNTED AT TOP OF 12 FOOT POLE ANGLED DOWNWARD TOWARD STORAGE TAN K TOUCH ENTRANCE, SEE E-7 FOR LIGHTING MATERIAL USE. S. ��E DRAWINGS E 2 FOR ELECTRICAL CONSTRUCTION GO ENCE AND ITEMS MARKED FOR DEMOLITION 7 OR SEND CONDOM 09, AEG, K61, AND KFAX TO BE REILISED AND TERMINATED IN STURADDE TANK 3 PULL BOX SEE DRAWING E-2 FOR ELECTRICAL CONSTRUCTION SEQUENCE, S. NEW EQUIPMENT SHOWN IN RED, A I "Y" N INIT EFFNAHI ORI ELECTRICAL SITE PLAN E-1 37 Of 61 -�N LIGHTING PLAN "'T "M`C lATN0D`CP='PONC. METAL M DEC, , EXHAUST DANIEL E - ,AN ET FICTINEF1 rGFCI 4 L-I'TS Tm CL 0 , tll EXTERIOR LIGHTING STORAGE TANK LIGHTING Fni]IPMFNTMATFRIAI 1197 TF. QI DESCRIPTION REFERENCE murraysmi lh SOUTH HILLS 3RD LEVEL STOPAGETANK REPLACEMENT LIGHTING PLAN j 1, ALLCO NSFUNT FOR LIGHTING AND GENERALNURPOSSE PMERSHALL BE DESHIPED TWE F—A -- RIGID GALVANIZED ETEFLHRGE) UNLESS OTHERWISE NOTED. TO lK.Ill I., ST E, A' N.MN I LATE: M. ,2011 2� ALLCONDUCTORS USED FOR LIGHTING AND GENERAL PURPOSE POWER SHIA LgE STRANDED COPPERTYPE7HWN, MINIMUM S ZE 912 AWG. BER A Wlffl� SMALL BE USED FOR ALL DISCUMSOURCE FROM SO AMP ORCUIT -1 T, 'IT LEGEXEITN D 7 Ll M, 1 ij�ll 11 111I IRA DUPLEX RECEPTACLE MOUNT IN CAST BOX WITH METAL FACE PLATE IN ALL PROCESS AREAS. MOUNT AL LOS, ABOVE FINISHED LOOK. GENERATOR AREA LIGHTING WALL MOUNTED DHTDODN LIGHT STORAGE TANK LIGML,� INTERIOR LIGHTS IS EXTERIOR LIGHTING STORAGE TANK LIGHTING Fni]IPMFNTMATFRIAI 1197 TF. QI DESCRIPTION REFERENCE murraysmi lh SOUTH HILLS 3RD LEVEL STOPAGETANK REPLACEMENT LIGHTING PLAN j 1, ALLCO NSFUNT FOR LIGHTING AND GENERALNURPOSSE PMERSHALL BE DESHIPED TWE F—A -- RIGID GALVANIZED ETEFLHRGE) UNLESS OTHERWISE NOTED. TO lK.Ill I., ST E, A' N.MN I LATE: M. ,2011 2� ALLCONDUCTORS USED FOR LIGHTING AND GENERAL PURPOSE POWER SHIA LgE STRANDED COPPERTYPE7HWN, MINIMUM S ZE 912 AWG. BER A Wlffl� SMALL BE USED FOR ALL DISCUMSOURCE FROM SO AMP ORCUIT -1 T, 'IT LEGEXEITN D 7 lull, I M, 1 ij�ll 11 111I IRA DUPLEX RECEPTACLE MOUNT IN CAST BOX WITH METAL FACE PLATE IN ALL PROCESS AREAS. MOUNT AL LOS, ABOVE FINISHED LOOK. WALL MOUNTED DHTDODN LIGHT INTERIOR LIGHTS IS :_7 o� on—, E L G LE-� IE Pi,g "Ev �s IREL-ts HL UP- -M-E—E,- ... 1 - EXPIRE 12/31/204 NOTICE L�2" DON GENERAL NOTES murraysmi lh SOUTH HILLS 3RD LEVEL STOPAGETANK REPLACEMENT LIGHTING PLAN j 1, ALLCO NSFUNT FOR LIGHTING AND GENERALNURPOSSE PMERSHALL BE DESHIPED TWE F—A -- RIGID GALVANIZED ETEFLHRGE) UNLESS OTHERWISE NOTED. TO lK.Ill I., ST E, A' N.MN I LATE: M. ,2011 2� ALLCONDUCTORS USED FOR LIGHTING AND GENERAL PURPOSE POWER SHIA LgE STRANDED COPPERTYPE7HWN, MINIMUM S ZE 912 AWG. BER A Wlffl� SMALL BE USED FOR ALL DISCUMSOURCE FROM SO AMP ORCUIT BREAKERS. LEGEXEITN D BATTERY BACKUP EMERGENCY EXIT SIGN& LIGHT CID 111I IRA DUPLEX RECEPTACLE MOUNT IN CAST BOX WITH METAL FACE PLATE IN ALL PROCESS AREAS. MOUNT AL LOS, ABOVE FINISHED LOOK. WALL MOUNTED DHTDODN LIGHT INTERIOR LIGHTS E L G LE-� IE Pi,g EXPIRE 12/31/204 NOTICE L�2" DON PRELIMINARY ONLY August 2022 ......... murraysmi lh SOUTH HILLS 3RD LEVEL STOPAGETANK REPLACEMENT LIGHTING PLAN j S SET E-7 43 of 61 DESHIPED TWE F—A -- TO lK.Ill I., ST E, A' N.MN I LATE: M. ,2011 I NA BUBSTITOTIONS ALUNARED WlTNYNJT FRICE ARPSYNIAL FROM LANOB�APE ARCHRECO 2 1R... �FYI-AND�OAEEATN�NHNECfCN ANY DISCREPANCEB NOTEl,kYO�0FYAOIAPFB0RTOTAI 7 3 NIAMEY ��N�OF��Tl�UNDERGMUNDUTILFIE��QRTO�C�NOF�OM REPARANYRANNOR TRAGENERPLOGIATRACTOR, 4 ON NOT CUT TEMBBORROOTSLARNER- I'll O.ETERiNTH.TFEORAP�OVYL0FlOkNDSCAEE ARO - AAA 5 PLAN *TO �E. 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