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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/19/2022r F, 7 amSOUTH HILLS 3RD LEVEL SPIMGMID UTIMM BOARD STO RAGE TANK REPLACEMENT MAY 2022 VOLUME 2 OF 2 s:Ir I �l r-. - o rRNer 1dl McKenzie r _f i 14F1 --------- f LlK } � .DF I EY SPRINGFIELD I! I{ MAIN ST e S1 CUG82 CITY d L[MIT$r s, I PROJECT -' LOCATION VICINITY MAP SCALE: o=s,DDo murraysmi hNIT > BOB EW STH AVENUE, SUITE 1170 PORTIANO, OREGON 912U4 P 503.225.9010 INDEX OF DRAWINGS 1 G-1 COVER SHEET, VICINITY MAP, LOCATION MAP, INDEX OF DRAWINGS 2 G-2 SYMBOLS AND LEG END 3 G-3 ABBREVIATIONS 4 G-4 GENERAL NOTES EROSION AND SEDIMENT CONTROL 5 ESDI EROSION& SEDIMENT CONTROL NOTES &DETAILS 6 ESC -2 TRUER) N& SEDT MENT CONTROL SUE PLAN CIVIL 7 C-1 EXISTING CONDITIONS, SURVEY CONTROL, AN D TREE REMOVAL PLAN 8 C-2 DEMOLITION PLAN 9 C-3 CAUSALLSFTE LAYOUT PLAN 10 C -i SUE GRADING PIAN 11 C-5 ACCESS ROAD PROFILE, SECTION, AND DETAILS 12 C-5 SITE PIPING AND DRAINAGE PLAN 13 CJ WATERLINE PIPING PROFILES 14 C-8 DRAIN PIPING PROFILES IS C-9 STORAGE TANK SECTIONS 16 C-30 CNIL DETAILS -1 17 C-11 CIVIL DETAILS -2 16 C-12 CIVIL DETAILS -3 19 C-13 STANDARD DETAILS - 1 20 C-14 STANDARD D ETAILS-2 STRUCNRAL 21 S-1 GENERAL STRDCTURAL NOTES 22 5-2 GEN ERAL STRUCTURAL NOTES QUALITY ASSURANCE -1 23 S-3 GENE RAL STRUCTURAL N GIES QUAIIIY AS SURANCE-2 24 SA STORAGE TANK FOUNDATION PLAN&ELEVATION 25 5-5 STORAGE TANK DETAILS -1 26S-6 STORAGE TANK MIS 2 27 S-7 STORAGE TANK UETAILS 3 MECHANICAL 28 M-1 ST OMGE TANK NO2 FLUOR PLAN AND ELEVAIION 29 M-2 SIORALE TANK NO. 3 FLOOR PLAN AND ELEVAIDON 30 M-3 STO RAGE TAN K PIP( NG CTAT LS 31 M-4 STDRAGE TANK PI PI N G OETAILS 32 M-5 STORAGE TANK INLET MIXING SYSTEM 33 M-6 STORAGETANK OX ODER &ACCESS DETAILS 34 M-7 STORAGE TANK MISCELLANEOUS DETAILS 35 M-8 SEISMIC ONTO E VAULT PIN SECTION 36 M-9 SEISMIC VALV E VAULT GUARDRAIL ELECTRICAL IC -1 37 E -I ELECTRICAL SITE PIAN 38 E3 ELECTWCAL DEMOLITION PLAN 39 E-3 ONE ONE DIAGRAM 40 E-4 CONTROL ROOM CONDUIT PLAN 41 E-5 CONDUITAND CIRCUIT SCHEDULE 42 E-6 CONDOR AND CL RCDIT SCHEDULE DEMOLITION 43 E 7( FIGHTING PIAN 49 E-8 SEISMIC VA ULT PIAN 45 IC -1 PLCI EN C WSURE SCHEMATIC 46 FG -1 PILI OC xNPUIS 47 IC -3 PLCI DC xN PUTS 46 IC -4 FOCI OC OUTPUTS 49 1C-5 PLCI ANALOG INP06 50 IC -6 PROCESS& INSTRUMENTATION DIAGRAM CATHODIC PROTECTION SI CP -1 STORAGE TANK 2 SYSTEM IAYOIU 52 CP -2 STORAGE TANK 2 SYSTEM LAYOUT DETAILS 53 CP -3 STORAGE TANK 2 HARDWARE LAYOUT 54 CUP STORAGE TANK 2 HARDWARE LAYOUT DETAILS 55 CU5 STORAGE TAN K 3 SYSTEM LAYOUT 56 CP -6 STORAG E TANK 3 SYSTEM LAYOUT DETAILS 51 CP -7 STORAGE TANK HARDWARE LAYOUT 58 CP -8 STORAGETANK 3 HARDWARE LAYOUT DETAILS 1ANDSCAPING 59 11 PLANTING PLAN 90% SUBMITTAL I Y_26 FFRNHILL LOOP i77W000`5i' �y0 PROPO ED 1 C JI�v)O d.FDR5YUADR -SITE ACCESS ROAD \@. N TRYST '-, PROJECT �Tiy��3E55TCAOR ��LOCATION _ EPRINYTAIL II i \ \ CITY LIMUS _ I! PROPOSED !--! i -STORAGE TANKS_ ' LOCATION MAP SCALE. r-1,000 ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO M ILLOW THE RULES AIGMUP RY THE OREGON TARE SE TORTH IN OA CENTER. THOSE RULES ARE SETH CAR IN OAR CONTRACTOR THROUGH OAR PIES OF THE 0. RULES COMLLING T MAY OBTAIN COPIES NOTIFICATION RULES BY CALLING TEEPHONE NHFFRFO R ENTER. Nnow. wM1aCs below. (NOTE: THE TELEPHONE ONF. CENTER RR FOR THE OREGON UTILITY NDTIFlCATIDN CENTER15503-N 6-6699.) Call before you dig. 21-3237 PIPE SYMBOLS TOPOGRAPHIC LEGEND VALVE SYMBOLS PLANT SCHEMATIC EXISTING PROPOSED SCHEMATIC WELDED JOINT WATERLINE 10"W__ _12"DIIY_ �PI-ANT � 1 Illill I }� BUTTERFLY VALVE ELECTUORT E —E— H FLANGED JOINT 1 111X111 I GATE VALVE GAS —AD --9"G— Q GROOVED END JOINT TELEPHONE/TELEMETRY T —T— GL08E VALVE CABLE TELEVISION —CATV— _CATV_ MELNANICAL]OINT� BALL VALVE SANITARY SEWER LINE B"55 —8"SI— E PUSH -ON JOINT (RUBBER GASKET) 11---" SANRARY SEWER FORCE MAIN 6"FM —6"FPI— BALANCING VALVE STORM DRAIN g^50 FLANGES COUPLING ADAPTER DIAPHRAGM VALVE NLVFRT �yly� �Ih DOUBLE BALL FLEXIBLE EXTENSION COUPLING ABANDON PIPE ✓ziidd�✓✓ziz/� — PLUG VALVE (TOP) DRAINAGE 0"1 ��[RI��I FLEXIBLE COUPLING W/iHRUST RING , PWGVALVE (SIDE) FENCE %% —w—��� .^r', ELBOW UP CHAIN LINK FENCE 3-WqY PLUG VALVE TEMPORARY BARK BERM r ^ ^ G{ ELBOW IOWA�P�\..�� GUARDRAIL """""""' SWING CHECK VALVE V �OLf� IOL TEL UP ROCK WALL �y \.I \ ti DOUBLE CI IECK ASSEMBLY �� TREE/BUSH FINE �l^IWVI�I VV VVjy, Iv) TEE DOWN CENTERLINE --- ��j�N1�F�� �IYI~ BALL SWING CHECK IMI LATERAL UP EASEMENT/PROPERTY LINE SILENT CHECK VALVE EDGE 131 EDGE OF PAVEMENT/AC OF -nom �Sj PRESSURE REDUCING VALVE RIC R 1 III III I Cy CONCENTRIC REDUCER CONCENTRIC " EDGE OF GRAVEL — — — — "?-: LURA _�i� ALTRUOE CONTROL VALVE 1 ECCENTRIC aeOucER SICENNALK SOLENOID VALVE UNION STRUCTURE OR FACILRY BLIND FLANGE CONTOUR MINOR _ RELIEF VALVE CONTOUR MAJOR I --200— = —200� ] CAN MANHOLE Q CLEAN-CUT C O ��� NEEDLE VALVE C� 'v LONG SLEEVE �IY���IIIIIY���'1111I111������ CATCH BASIN/FIELD INLET EF o NAI FLEXIBLE COUPLING A A HOSE VALVE THRUST BLOCK CAPPED END OR PLUGGED END VALVE1® B� REDUCED PRESSURE BACKFLOW AIR INJECTION ASSEMBLY IC PNEVENTER W/GAIP VALVES COMES TEM ELMS'BLOW-OFF ASSEMBLY O�� HOSE BIBB AIR RELEASE ASSEMBLY MISCELLANEOUS PIPING SYMBOLS SECTION AND DETAIL DESIGNATIONS ERE HYDRANT ASSEMBLY n w. SECRON DESIGNATIONS DETAIL DESIGNATIONS STRAINER WATER METER E3 a GERION LETTER L DESIGNA ONNVMgER A z DETAIL PULL BOX/JUNCTION BOX I i GLASS unl.m POLE o TA GUY WERE PRESSURE GAUGE W/COCK SH EETWN ERE SECTION WHERE DETAIL 47 IS SHOWN* IS SHOWN IS SH EIGHT POA q PRESSURE SWITCH W/COCK SECTION LETTER DETAIL GEOTECHNICAL BOOR TEST PER DESIGNATION SECTION NUMBER A DETAIL z $,GN_' 0 METES CAL SE 2 SCALE 2 BENCHMARK v SP SEEP ON JOINT PIPE SHEET FROM WHICH SECTION WAS TAKEN s FEET FROM WHICH DETAIL WAS TAKEN y D TREE DECIDUOUS TREE CONIFEROUS .vY� �.f O RESTRAINED ]DINT PIPE s NOTE: IF PLAN AND SECTION FOR DETAIL CALL- OUR AN D DETAIL ARE SHOW N ON THE TREE TO BE REM DVED 90% SUBMITTAL SAME DRAWING: DRAWING NUM DER IS REPI ACED WITH A DASH. SURFACE ELEVATION ♦ 176.63 FE 126.63 NOTICE DER pREm MINARYONLY IBE;oaaNSIDENER may mn nNE�+r�mlrH -/ mu�'�'a �/S`miLh J wrmnLmurc�Nti,o SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT SYMBOLS AND LEGEND SHIFT G -Z oBRAND L THEN NAEKFN TEE C O TU 2 Kf X NO. DATE BY REVISION MBDIEUNO.. 21 3237 1 SIA, ID lHOWN I BVII DAJI @ AT CONN CONNECTION Ff FEET/ FOOT L, LOW POINT QTY QUANTITY UG UNDERGROUND AASHTO AMERICAN ASSOCIATION OF STATE CONST CONSTRUCTION DEC FOOTING LIT LDW PRESSURE UGP UNDERGROUND LOWER HIGHWAY IF TRANSPORTATION OFFICIALS CONT CONTINUOUS/CONTINUATION FLY FUTURE ERG LARGE RAD RADIUS UH UNIT HEAT ER AB ANCHOR BOLT COWIN CONTRACT (OR) f%TR FIXTURE IS LONG SLEEVE/LUMP SUM RC REINFORCED CONCRETE ON UNION AGAIN HO ABANDON (ED) COIND COORDINATE LT LEFT RCP REINFORCED CONCRETE PIPE PON UNLESS OTHERWISE NOTED ABS ACRYLUNIfRILE BUTADIENE STYRENE COP COPPER G GAS IVC LEVEL RD ROAD/ROOF BRAIN USGS UNITED STATES GEOLOGIC SURVEY ABV ABOVE CORP CORPORATION GA GAUGE LWL LOW WATERLINE ROCK REDUCER UV VLTRAVIOLET AC ASPHALTIC CONCRETE CORR CORRUGATED GAL GALLON REF REFERENCE UVT ULTMVIOLETTMNSMITTANCE ACD ASPHALTIC CONCRETE PAVING CP CONTROL POINT GAIN GALVANIZED MAN MANUAL RELAY REINFORCE HU (ING) (MENT) A. ADJUSTABLE CPLG COUPLING GC GROOVED COUPLING MAIL MATERIAL REQ'D REQPIRED V VENT/ SORT ADJC ADJACENT CIC CH LORINATEO POLYVINYL CM FUTURE GFA GROOVED FLANGEADAPTER MAY MAXIMUM AEE RESERVOIR VAC VACUUM AFF ABOVE FINISHED FI OOR OR CRUSHED ROCK GI GALVANIZED IRON MCC MOTOR CONTROL CENTER RESTR RESTRAINED VB VACUUM BREAKER AEG ABOVE FINISHED GRADE CS COMBINED SEWER GIP GALVANIZED IRON PIPE MCP MASTER CONTROL PANEL RE'I RETAINING VBO% VALVE BOX AHI ANCHOR USE CONCRETE SEWER PIPE GJ GRIP JOINT MECH MECHANICAL "I RESTRAINED FLANGE COUPLING ADAPTER VC VERTICAL CURVE AL ALUMINUM CT COUIT GL GLASS MET METAL IND ROUND VERT VERTICAL ALL ALTERNATE CTR CENTER GLV GLOBE VALVE MFR MANUFACTURER RO ROUGH OPENING VFD VARIABLE FREQUENCY DRIVE AMI AMPERE Cu CUBIC GID GROUND MGD MILLION GALLONS PER DAV ROW OF NEW EIGHT OF WAY VOL VOLUME ANSI AMERICAN NATIONALSTANBARDSINSTITUTE CULV CULVERT GPD GALLONS PER DAY MH MANHOLE RPBPD REDUCED PRESSURE BACKFLOW VCP VITRIFIED CLAY PIPE APPROX APPROXIMATE CV CONTROL VALVE GPM GALLONS PER HOUR IN MINIMUM PREVEN90N DEVICE VII VENTTHROUGM ROOF APPVO APPROVED CW CLOCKWISE/ COLD WATER GPM GALLONS PER MINUTE MIKE MALE IRON PIPE THREAD RPM REVOLUTIONS PER MINUTE APWA AMERICAN PUBLIC WORKS ASSOCIATION CY CO.. YARNS GES GALLONS PER SECOND MISE MISCELLANEOUS RR RAILROAD W WATER ARCH ARCHITECTURAL CYL CYLINDER LOCK OR GRADE MJ MECHANICALJDINT RST REINFORCING STERE W/ WITH ANY AIR RELEASE VALVE GR LN GRADE FINE ML MILLILITER RT RIGHT W/O WRHOOT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS O URAIN GIG GRATING MON MONUMENT/ MONOLITHIC W/W WAITED WALL ASSN ASSOCIATION DC DIRECT CURRENT GV GATE VALVE MOT MOTOR SALE SALVAGE WC WATER CLOSET ASSY ASSEMBLY DEFL DEFLECTION GRVL GRAVEL MP MILEPOST SAN SANITARY WD WOOD ASTM AM SOCIETY FOR TESTING D ET(5) OETAIL(5) GVP GYPSUM MSL MEAN $E4 LEVEL SC 501]D CORE WE WIDE FLANGE 8 MATERGLS MATERIALS DI DIP DUCTILE IRON DIAMETER ID MMOUNTED SOLID SCHEDULE WH ALL HYDRANT WALL ATM AUTOMATIC DIMENSION HB HOSE BIBS ED STORM DRAIN WHIR WATER HEATER AUTJ AUTOMATIC DEC DIRECTION HC HOLLOW CORE NA NOT APPLICABLE SOL SADDLE WE WROUGHT IRON AUX AUXILIARY DEEP DISPENSOR HDPE HIGH DENSITY POLYETHYLENE NO NORMALLY CLOSED SDR STANDARD DIMENSION RATIO WL WATERLINE AVE AVENUE DIST DISTANCE HOR HEADER NF NEAR FACE SECI SECTION WM WATER METER AVG AVERAGE DN DOWN HDWE HARDWARE NIC NOT IN CONTRACT BIT SHOULDER WP WORKING POINT WATERPROOFING AWWA AMERICAN WATER WORKS ASSOCIATION p, OLIVE HGR HANGER NO/ NO. NORMALLY OPEN/NUMBER SET SHEET WS WATER SERVICE OS DOWNSPOUT HGF HEIGHT NOW NOMINAL SIM SIMILAR WEDGE WASHINGTON STATE DEPARTMENT B&S BELL &EFFECT DWG DRAWING HH HANDHOLD NORM NORMAL SLP SLOPE OF TRANSPORTATION 8C BOLT CIRCLE DWL DOWEL HM HOLLOW METAL IFFY NON POTABLE WATER SLV SLEEVE WT WEIGHT IS SOAKS DWS DRAIN WASTE AND VENT SMAC HOT MIX ASPHALTIC CONCRETE IRS NON-RISING STEM SOLN SOLUTION WTD WATERTREATMENT PLANT BETW BETWEEN DWY DRIVEWAY HNDRL HAND RAIL NTS NOT TO SCALE SP SOIL PIPE/SEWER PIPE WTRT WATERTIGHT BE BOTH FACE HOA BAND-OFF-AUTO SELL SPECIAL VIWF WELDED WERE FABRIC HID BACKFLOW PREVENTION DEVICE EA EACH FOR HAND-OFF-REMOTE 0 TO 0 OUT TO DEEP SPED DS) SPECIFICATIDN(5) WWTE WASTEWATER TREATMENT FACILITY BFILL BACKFILL ECC ECCENTRIC FORT HORIZONTAL OC ON CENTER IIG SPACING W1VTP WASTEWATER INTERIM ENT PLANT BW BUTTERFLY VALVE IF EACH FACE HE HIGH PRESSURE/ HORSEPOWER OD OUTSIDE DIAMETER SIL SNB, BHP BRAKE HORSEPOWER Elf ION HAS HIGH PRESSURE GAS OBOT OREGON DEPARTMENT OF TRANSPORTATION SPLIT SUPPORT X SECT CROSS SECTION BKGO BACKGROUND ELB EIEC ELEVAT ELECTRICAL NO HIGH POINT OF OVERFLOW/OUTSIDE FACE SQ SQUARE XFMR TRANSFORMER BLDG LCDNA BN LDING SNCL ENCLOSURE MR HOUR BPNG OPENING SQ FT SQUARE FOOT E. BLACK EDP EDGE OF PAVEMENT HSB HIGH STRENGTH BOLT OPP OPPOSITE SQTN SQUAREINCH YD YARD DRAIN/YANO BLVD BOULEVARD EPC EIASTOMERIC PIPE CONNECTOR HV HOSE VALVE ORI. ORIGINAL SQVS SQUARE YARD YH YARD HYDRANT 8M DENCHMARK/DOE 'PUN ETHYLENE PROPYLENE BIENE MONOMER HVAC HEATING, VENTILATION, AIR OVHO OVERHEAD SS SAN.. SEWER YR YEAR BMP BEST MANAGEMENT PRACTICE EQ EQUAL CONDITIONING SST STAINLESS STEEL BO BLOW-OFF EQ EP EQUALLY SPACED HWL HIGH WATER LINE PAID PROCESS A INSTRUMENTATION DIAGRAM ST STREET IN ZINC DOC BACK OF CURB EQUIP EQUIDMENT HWY HIGHWAY PC POINT OF CURVE STA STATION BE BOTH SIDES ESC EROSION & SEDIMENT CONTROL HYD HYDRANT PCC POINT OF COMPOUND CURVE STD STANDARD BSMT BASEMENT EW EACH WAY TO, HYDRAWC PCVC POINT OF CURVATURE ON VERTICAL CURVE STEP SEPTIC TANK EFFLUENT PUMPING 11 BOTTOM FACE EXC EXCAVATE PE PLAIN END STL STEEL 6N BRITISH THERMAL UNITI&C EXIST EXISTING INSfRVM ENTAT[ON &CONTROL PERF PERFORATED STEP STORAGE By WILL VALVE EXIST OR E%P EXISTING GRADE EXPANSION EDW IN ACCORDANCE WITH PERM PERMANENT M. STRAIGHT BW BOTH WAIS/BOTTOM OF WALL EXP BT EXPANSION BOLT IO INSIDE DIAMETER PERP PERPENDICULAR STEN C! STRUCTURE/ BRITT EXPANSION JOINT IF INVERT ON RESSUREGAUG PG PRESSURE GAUGE SUB SPRINGFIELD OT[LTry BOARD UTILITY C CELSIUS E%i EXTENO0. ff FACE INSIDE CE PIPE HANGER SUBMG SUBMERGED CTO C CENTER TO CENTER IRAN INTEGRALLY MOLDED FLANGED OUTLET IF pl POINT OF INTERSECTION SVR SOLENON CAB CABINET IMPVT IMPROVEMENT PIVC POINT OF INTERSECTION ON SV SOLENOID VALVE COMBINATION AIR RELEASE VALVE F FAHRENHEIT INCE INCLUDE (D)(IN G) CURVE CURVE 5/W SIDEWALK EEARVX, CAN CABLE TELEVISION F F FACE FACE INFL INFLUENT PL PROPERTY LINE/PLATE PROPERTY SWD SIDENATER DEPTH CB CATCH BASIN B EAB CA FABRICATE INJ INJECTION PIAS PLASTIC SW GR SWITCHGEAR CCF CORROSION CONTROLPIPE FACILITY FB FLAT BAR INSILL INSTALLATION/INSTALL PLBG PLUMBING SY MM SYMMETRICAL CCP CONCRETE CYLINDER PIPE FOA FLANGED COUPLING ADAPTER INTER INSULATION PNC PANEL CCW COUNTER CLOCKWISE ECO FLOOR CLEANOUT INTER INTERCEITO0. POC POINT OF CURVATURE nS SYSTEM CFM CUBIC FEET PER ED FLOOR DRAIN INTEL INTERIOR POLY POLYETHYLENE T BI TEL TELEPHONE SECOND CUBIC FEEL PER SECOrvO FDN FOUNDATION INVERT PBT POINTOFTANGENCY TAN TOP &eOITOPI ,. CHAIN CHANNEL TEXT FIRE EXTINGUISHER 11 IRON PIPE Ip POWER POLE TAN TANGENCY CHEM A CHEMICAL IF FIB FAIL DR IPI IRON PIPE THREAD PRC POINT OF REVERSE CURVATURE UNRESTBLOCK CHER CHAMFER FIBERGLASS IRON ROD PRCST PRECAST IR TDM TEMPORARY BENCHMARK CHECK VALVE FH IN FIRE HYDRANT Ha IRRIG IRRIGATION ION TC TOP OF CONCRETE/TOP OF CURB UP CI CAST IRON FlN FL FINISH FLOORGRADE PRESS PRESIDES TRH TOTAL HEAD CIE CARL IRON PIPE FlN G0. FINISH GRADE TI JOINT PRKG PARKING TEMP TEMPERATURE /TEMPORARY / CIPC CAST IN PLACE CONCRETE FEET FEMALE IRON PLPE TH READ NNC JUNCTION PROP PROPERTY T&G TONGUE& GROOVE CISP CASTIRON SOIL FL FL FITTING FLOORLINE REDO LING VALVE PSV PUMP INK TH ICKNE55 CJ OPE CO NSTRUCIION ]D INT KPC KICK PLATE P5 POUNDSPERS STATION TH RD TO REAO(ED) CL CENTER LME FLEX FLEXIBLE KVA KILOVOLT AMPERE PSIG POUNDS SQUARE INCH GAGE THRO THROUGH Cl2 CHLORINE FLG FLANGE I. KILOWATT PSC PIPE SLEEVE TOB TOP OF BANK CQ CON FLA FLOORLLNL KATY KEYWAY PS" PIPE SUPPORT TP TEST PRITOP OF PAVEMENTMRNING NII CON TROL]OINI FM FORCE MAIN AT POINT/POINT OFTANG EN CY HINT CQ T CLEAR FO FIRER OPEC C LENGTH PNC HINT VE OF TAN GENCY ON VERTICAL TRANS TRANSITION CONTROLLED LOW STRENGTH MATERIAL 1. LABORATORY CURVE I PHOSPHATE TOP GLUM CMP CORRUGATED METAL PIPE FOC FACE OF CONCRETE IAM LAMINATED pVE PUBLICIJTILCTY EASEMENT FITFEE FIT TOP OF STEEL OFS E CMV CONCRETE RETE MASON RY UNIT FOP FACE OF FINISH IAV IAVATO RV PV PLUG VALVE TO TOP OF WALL/TEMPERED WATER CND CDN DU IT TOM FACE OF MAS DN RY CB POUND PVC P YL CHLORIDE IYp TYPICAL CO CLEANOUT FOS FACE OF STUDS LF LINEAR FOOT MT PAAVEMEVEME NT COC COLUMN FPM FEET PER MINUTE VN LINEAR PM W POTABLE WATER COMB CBNC COMBINATION CONCRETE FP$ FRI FEET PER SECOND FIBERGLASS REINFORCED PLASTIC LU LOC LONE LO UN PWR FOW ER 90% SUBMITTAL ,CNG LONGITNGRUDINAL BRFL PRELIIHIIMFPI ONLY MaY ° MIT...... tH murraYSJ ` Rnmmnnm'Ne..w SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT ABBREVIATIONS n G-3 NOTICE °feAeR° DROWN OW D mmF W 3 of % NO. DATE BY REGION yRL,LATE m— GENERAL NOTES IRN 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY CIE", COUNTY, STATE, AND URLIT/ CONSTRUCTION PERMITS, AND SHALL 17. ALL WATER PIPING JOINTS INSTALLED IN THESE PLANS SHALL BE RESTRAINED. FOR MECHANICALJOINT5, CONTRACTOR CONTACT EACH PERMITTING AGENCY AT LFASTTWO(2) BUSINESS DAYS PWORTO STARTING WORK. CONTRACTOR SHALL SHALL PROVIDE CBAA MEGALUG SERIES 1300 FOR DUC'RIE IRON OR APPROVED EQUAL RESTRAINED JOINT. ALL PU5H-ON OSTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. ANTICIPATED PERMITS ARE LISTED IN TF IC JOINTS PI [ALL BE RESTRAINED WITH FIELD-LOK GASKETS OR APPROVED EQUAL. SPECIFICATIONS. 18. PRIOR TO ANY TIE-INS TO TME EXISTING WATER SYSTEM, THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFF 2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACETTIES SHOWN ON THE PLANS ARE BASED ON A FIELD SURVEY AND ASSEMBLIES FOR PRESSURE TESTING ANO CHLORINATION. TESTING AND DISINFECTION SHALL BE COMPLETED IN INFO RMATION SUPPLIED BY UTILITY COMPANIES. LOCATIONS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE ACCORDANCE WITH AWWA C -BOO FOR PRESSURE TESTING AND AWWA C-651 FOR DISINFECTION. ALL NEW WATER MAINS CO CUTILITIESNTRAOR SHALL VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING SHALLBEPRESSURE TESTED AND DISINFECTED BEFORE CONNECTION TO THE EXISTING SYSTEM AND BEFORE ANY SERVICE NEW PIPING/CONDURS AND SHALL ADJUST NEW PIPING/CONDUITS AS REQUIRED. CONIRACTORSHALL NOTIFY OWNER CONNECNONS ARE MADE. BLOW OFF PRESSURE AND DECHLORINATE AT END OF TFS. PROVIDE I" TEMPORARYTAPSFOR IMMEDIATELY OF ANY CONFLICTS NOT SHOWN ON THE PLANS AND SHALL KEEP EXISTING UFILITIES IN SERVICE AND PROTECT CHLORINE INJECTION AS REQUIRED. PLUG TEMPORARY TAPS WITH CC BRASS PLUG UPON ACCEPTANCE OF NEW WATERLINE. THEM DURI NG CONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, CONTRACTOR SHALL PROVIDE 22 HOUR NOTICE TO OWNER AND THE AFFECTED LITLITY. CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY IN 19. ALL OPERATION OF EXISTING VALVFS SHALL BE BY THE OWNER. CONFLICT WIFE THE PROPOSED CONSTRUCTION. 20. WORK HOUR I IMITATIONS: ALL WORK SHALL BE CONDUCTED ON WEEKDAYS BETWEEN THE HOURS OF 3. THE CONTRACTOR SHALL COMPLYWITH ALL REQUIREMENTS OF ORE 757.541 TO 757.571, THFCONTRACTORSHAII. NOTIFY ]:30A.M.TO5:30P.M. OR DARKNESS, WHICHEVER 15 EARLIEST. IF TIE WORK REQUIRES SHUTDOWN OF THE EXISTING EACH U NBCRGROUND FERTILITY AT LEAST 48 BUSINFSS-DAY HOURS, BUT NOT MORE THAN IO BUSINESS DAYS, PRIOR TO WATER SYSTEM, SHUTDOWN SHALL BE LIMITED TO WEEKDAYS BETWEEN THE HOU RE OF 9 A. M. AND 3 P.M, AND SHALL BE EXCAVATING, BORING, OR POTHOLING. SHOWN IN THE PROTECT CONSTRUCTION SCHEDULE, 4. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UI]LTIY RELOCATION COOR OR DELAYS CAUSED BY UTILITY 21. TRENCH BACKFRL AND SURFACE RESIGNATION SHALL BE AS SHOWN IN TYPICAL TRENCH SECTIONS AND CONFLLCTS. ALL COSTS RELATED TO UTILITY COORDINATION AND RELOCATION, INCLUDING ADDITIONAL POTHOLING, 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 REVISIONS AS MAY BE NECESSARY. 22. PIPE DEFLECTION IS LIMITED TO ONE-HALF OF THE MANUFACTURER'S MAXIMUM ALLOWABLE DEFLECTION. 5. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE 23. COMPACTION TESTS AND OTHER REQUIRED SPECIAL INSPECTIONS AS REQUIRED BY THESE PLANS 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 IN US OF ABANDONED UTILITIES, UNLESS OTHERWISE SPECIFIED OR SHOWN IN T IF DRAWINGS. 24. ALL WATERLINES AND SERVICES SHALL BE PRESSURE TESTED ACCORDING TO AWWA C600 EXCEPT AS NOTED. 6. CONTRACTOR PHALLINSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION(ANY TIME CONTRACTOR SHALL PRESSURIZE THE WATERLINES TO I5D PSI, OR1.5 TM ES THE N ORMAL WORKING PRESSURE, WHICH EVER BF YEAR) PER THE REQUIREMENTS OF THE CITY OF SPRINGFIELD, LANE COUNTY, AND THE 0RIGON DEQ, 1S HIGHER FOR A MINIMUM OF ONE (1) HOUR. THE ENGINEER OR A SUB INSPECTOR ST IALL WITNESS THE TEST. J. SURVEY ELEVATION NOTE TOPOGRAPHIC MAP WAS COMPILED USING DATA FURNISHED BY BRANCH ENGINEERING. ELEVAI IONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DAT1M OF 1988 (NANO"88). ELEVATIONS IDENTIFIED IN HISTORICAL SUB SYSTEM MAPPING ARE BASED UPON THE NATIONAL GEODETIC VERICAL DAIDM OF 1929 (NGVD 29). TO CONVERT OLDER NOVO 29 DATA TO NAVD'88 DATA FOR REFERENCE TO THIS PROTECT. 3.5 FEEL SHOULD BE ADDED. B. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PIANS, PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS, APPLICABLE STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA), AND SPRINGFIELD URLRY BOARD CONSTRUCTION STANDARDS, 9. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE. CONTRACTOR TO KEEP ACCURATE "AS -BUILT" RECORD COPY OF PLANS. "AS-BUILTPLANS TO BE RETURNED TO OWNER AT COMPLETION OF PRCJECT. 10. CONTRACTOR MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE OF WORK IN AND/OR CROSSING OF DRIVEWAYS. FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS. CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 46 HOURS PRIOR TO ANY TESTING, REQUIRED INSPECTION, OR REQUESTED WATER SERVICE DISRUPTION. CONTRACTOR SHALL NOT DISRUPT SERVICE WITHOUT OWNER'S APPROVAL 12. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENT NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE OWNER. ANY ALTERATIONS ORVARWNCE FROM THESE PLANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE OWNER. ANY PROPOSED CHANGES IN CONSTRUCTION PLANS MUST BE SUBMITTED IN WRITING AND APPROVED BY OWNER PRIOR TO COMMENCING WORK. 13. CONTRACTOR S HALL PROT ECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE, WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR. 14. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIDMENT IN ACCORDANCE WITH ALL APPURA5LE REGULATIONS, EXCEPT THOSE ITEMS DESIGNATED BY IF OWNER FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED. 15. ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, PIPING, AND UUMFTRES DISTURBED DURING CONSTRUCTION SHALL BE RFSTORED 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 PLANS. WORK SHALL NOT ENCROACH BEYOND THE CONSTRUCTION LIMITS WITHOUT APPROVAL. NOTICE IRN xDO EV lT� BAD IP"LININARY01FD May 2022 ceePBCN MxnmmnnnmiFM1 NND-lK£ ATTENTION: OREGON LAW REQUIRES YC U TO FOLLOW RULES ADOPTED BY THE 0 REGON UTILITY NOTTICKI ION CENTER. THOSE RULES ARE SET FORTH IN DAR 952 001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALFLUG THE CENTER AT 503-232 1987. murraysmilh� 90% SUBMITTAL ` SOUTH HILLS //. 3RD LEVEL GENERAL NOTES G-4 STORAGE TANK xunonmlmLLFr LLww REPLACEMENT 4 .1 X YYY RW WORT(/ TRENCH ZONE EXIST GR PROTECTED AREA 1. PLACE BARK BERM ALONG SLOPE CONTOURS TO MAXIMIZE PONDING RUN-OFF. 2. MAINTAIN BARK BERM THROUGHOUT CONSTRUCTION. 3. REMOVE AND RELOCATE SEDIMENT TO APPROVED LOCATION. 4 LEVEL/SPRCAO DARK BERM ALONG BANK UPON COMPLETION OF PRW ECI. BARK BERM SECTION $CALK NT$ CONSTRUCTION ENTRANCE I SCALE: NTS - 2ADING. UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 1. SEED USED FOR TEMPORARY DISTURBED SURFACE STABILIZATION SHALL BE COMPOSED OF ONE OF THE MIXTURES SHOWN IN THE SEED MIX TABLE ON THIS SHEET, FOLLOWING MANUFACTURER'S SUGGESTED APPLICATION DATE, SEE SPECIFICATIONS, UNLESS OTHERWISE AUTHORIZED. 2. SLOPES AND DISTURBED AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHEN CD BY MEANS OF TRACK -WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY, 3. LONG TERM SLOPE AND DISTURBED AREAS STABILIZATION MEASURES SMALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VN SEEDING WITH APPROVED MIX AND APPLICATION RATE. SEE SPECIFICATIONS. IN ADDITION, ALL SLOPES OF 2:1 OR GREATER SHALL RECEIVE MATTING. 4. TEMPORARY SLOPE AND DISTURBED AREAS STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCA I IDN AND CONFIGURATION. DURING "WET WEA 'I HER PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIM ELLER OF THE STOCKPILE, 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOFE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 2. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING T HE APPLICATION OF A FINE SPRAY OF WATER, BOOST IS SHPEFING STRAW MULCHING, OR OTHER APPROVED MEASURES. S. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDTEIO NAL MEASURES INCLUDING, BUT NOT TRIPLED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGM TRUCKS TO LUMINAI E SPILLAGE OF SEDIMENT AND SEDIMENT -LADEN WATER. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN EWER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERM OR TEMPORARY SETTING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50%01 THE CAPACITY. 12. USE BMPS SUCH AS CHECK -DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POIN IS. 13. CONTRACTOR SHALL COLLECT A REPRESENTATIVE SAMPLE OF EXISTING TOPSOIL AND EMPLOY A QUAHRED DEDRATORY TO ANALYZE THE MATERIAL FOR USE DETERMINING THE PROPER FERTILIZER TO PLACE OVER SEEDED AREAS. 14. A MINIM ON 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 SUPPLIER ►►1U�/ (IySl11I-th PT662 BES GRASSY PRO-TIME ON-SITE, SLOPES SWALE NATIVE MIX, FAWN SEED, LESS THAN III :TV OR APPVD EQ PORTLAND OR F453 NATIVE PRO-TIME OFF -SLE SLOPES DRY PRARIE MIX WWN SEED, GH: 1V OR GREATER OR APPVD EQ PORTLAND OR YI EA DVMPINISTRAPEBFREST RA(NYLON ROPE, 2" FIAT WASHERS) BAG DETAIL DUMP STRAP P' DEBAR FOR BAG R EMOVAL FROM INLET ,- OUMPSTRAP SILTSACK p IN REGULAR FLOW ONLY, DO NOT USE HIGH ROW INSERT BAGS. INLET PROTECTION SCALE: NTS EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN BLADE, MENCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. "STOCK PILE AREA' SHALL BE DESIGNATED PRIOR TO EXCAVATION CUT ACTIVITIES. 3. ALL" SEDIMENT BARRIERS TO BE INSTALLED AFTER GRADING" ) S HALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRACE AS SHOWN ON THESE PUNS. 4. LONG TERM SLOPE STABILIZATION MEASURES' INCLUDING SEEDING, JUTE MATTING, WATTLES, AND ROCK CHECK DAMS" SHALL BE IN-0LACE OVER ALL EXPOSED SOILS BY OCTOBER I. me of s�a` PLASTIC SHEETING NOTES: 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED AT TOE OF STOCK PILE. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM ID' GRID SPACING IN ALL DIRECTIONS. PLASTIC SHEETING r41 SCALE: NTS Va y a �1. 4 f f/ f //f /� �IryryIe•e 19' W IYf�.I z�y Ifu1N1%O Vpr� •� {Ir— TYPI LkB 806 SLRIdAf]ON I'D AME, XE o<RIXS f e/R iM1'vCasiR'9u=rs Zw!/MMRF tlpIRPW tl0'E FP. �Cm� Y� az REA uaN 24 L e✓exrmiuree.awwna'a MATTING - SLOPE INSTALLATION DEFEL IwAlnc H SLOPE MATTING INSTALLATION �s1 SCALE: ITS 90% SUBMITTAL rvoncE y LaJ THEN DRDOING F'ED o mbw BRE PRELIMINARY ONLY EJTP:FB ON,,,,A may mzzr/� Ma..a�s�aaN ►►1U�/ (IySl11I-th SOUTH HILLS 3RD LEVEL d 1�i..'.I STORAGE TANK wean REPLACEMENT EROSION SL SEDIMENT CONTROL NOTES & DETAILS IlIn ESC -I 5 Of X NE_ADEN IRN BEPB" N0. DATE BY REVISION JKy NO_ Il -3 l SUu: AA XF E NNy 2022 PROPERTY LINE 1 � I NOTES' 1. EMERGENCY EROSION CONTROL MATERIALS MUST BE KEPI ON SITE AT ALL TIMES. 2. ADDITIONAL TRACKING CONTROL MEASURES SUCH AS A WH EEL WASH MAY BE NECESSARY IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT. 3. ON-SFTE RUNOFF ACCUMUI STERN INTO LOW POINTS SHALL BE PUMPED BY THE CONTRACTOR TO A SUITABLE LOCATION, IF REQUIRED. 4. INSTALL SLOPE MATTING ON ALL SLOPES 2H: TV OR GREATER. 5. NORTH ACCESS ROAD WILL NOT BE USED FOR CONSTRUCTION ACCESS. CONTRACTOR WILL UTILIZE SOUTH ACCESS ROAD ONLY. EROSION CONTROL NOTES OINSTALL, INSPECT PND MAINTAIN BARK BERM TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE TIROUGHOUT CONSTRUCTION, BARK BERM SHALL BE INSTALLED PARALLEL TO SLOPE CONTOURS OR AS SHOWN. O2INSTALL (BE MINIMUM LENGTH) INSPECT, CLEAN, AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENT AND SEDIMENT LADEN WATER FROM LEAVING THE SITE THRONG HOLT CONSTRUCTION, O3 INSTALL SLOPE MATTING ON ALL SLOPES 2X'.11 OR GREATER. ® INSTALL INLET PRDTECTO N. LEGEND B IXI5TING CONTOURS (1 -- -- -1109' -- - EXISTING CONTOURS (5') 1110 PROPOSED CONTOURS (I ---1109-- PROPOSED CONTOURS (5 ll ESC -2 —1110 INLET PROTECTION OIl FINISH GRADE DIRECTION 51FORMWATER FLOW DIRECTION BARK BERM DEPBF PLASTIC MESH FENCE �0— CONSTRUCTION ENTRANCE �Y MATFING PLAN90% SUBMITTAL B NOTICE BRF PRELIMINARY ONLY nm MEBzD22IA.F OUTH HILL SOUTH RILLS 3RD LEVEL EROSION & SEDIMENT CONTROL SIallTE PLAN ll ESC -2 UUTANo BAD LaJ ETRUMUNT DEPBF Murraysmi m-{ I%IUr%UySMith `�•��+' STORAGE TANK � REPLACEMENT o Brrosu 6 of X NO. DATE BY REVISION -SHEET NOTES: \l // 1. ORIGINAL SITE SURVEY WAS PROVIDED BY BRANCH ENGINEERING CONTACT DAN NELSON, 0.C5., 541J46-8631. �'S' 4•' qq'(, �1� I''AA/ \ SURVEY COMPLETED ON ASUB LOCAL COORDINATE S SYSTEM PNo NAV19D 1988. 38'TPEE CONSERVATION ESMT /YY � h�.AA m 'b 4 ` .} TREE ESMT Rp�r \ ��'\���� Ss\A �' w iII LEGEND ;� ExIST TREE TO BE REMOVED //} TE4PIT/BOREHOLE PUE HDNCIE rLWOUL POINTS TABLE) znv i- - 111/ _hH� ` Y SKI- SIC% w w IS, APROX LOC n U11 i- v _ _ ��g�of EXIST W A �Ae-zrvW Iry PwcE i o �. _ *' 42ocA soMN SL' J y F V w m :f14— j sd y°e L r j EXISI9'-B"x16'-3" n $I X `T.\ / EXISI I.S MG 1' I x v Jig .JiW 1 VA // �A ` 3RD LEVEL ELORAG E TANK NO. 1 DIY N_ ED,:ES TYP \ \``\ PARI BURIED u i �T �e 1 A A - PRE SI98 DEO CONC A L. �A \I / 1 1 EXIST SLP ESMT x A 1 / Jl rl _ sa A x TEASE EL=es6.Js of EL�z88.7s PE REMOVE TREES 'P pv�u LEE "mea. 'DK p / - �; v v i'� 1 v r ; I T_� vv �� v n_ ,AAA V A �\ �� m /'Y' / 4p \\ U \ \\�\\\ / lJ� \� \ \ \` \ Y-- T, 11 \� g / � 9g,� J\\ v \\ \\ \ 1\ \ \ 1 \ ��'�� vvAv vvv v� t' v v vVv \ EK PLAN SCALE: 1•=1'3 90% SUBMITTAL i 5IC NOTICE SEE PRELIMINARY ONLY SOUTH HILLS Is EXISTING CONDITIONS, SURVEY CONTROL �i OC�AWee 3RD LEVEL C_1 „ Mar zozz murraysmirth AND TREE REMOVAL PLAN �B" STORAGE TANK 8 ED n�.rar5mlcn d REPLACEMENT IE NO. DATE BY REVISION OiiO SCP ECTHO.: 5GIE: 7 0! X V FA NrzlssDL/H 3 A I r v SH EEI NOTES: BE \ -.� \;' 1. FOR PIPE AND VALVE ABANDONMENT, SEE SPECIFICATIONS. 2. FOR ADDITIONAL ABANDONMENT AND CONSTRUCTION SEQUENCING INFORMATION, SEE SPECIFICATIONS SECTION 0110 00, \ SUMMARY OF WORK. CONTRACTOR SHALL SUBMIT A DETAILED SEQUENCING PIAN FOR APPROVAL PRIOR TO CONSTRUCTION. 3. FOR DEMOLITION REQUIREM ENTS SEE SPECIFICS PONS SECTION 024100-DEMOTEIION. J , RECOMMENDED CONSTRUCTION SEQUENCING:. 1. CONSTRUCT STORAGE TANK NO. 2, ASSOCIATED WATER MAIN AND DRAIN PIPING, SEISMIC VALVE VAULFT� AND CONNECIIONS TO IF, EXISTING SYSTEMS AS SHOWN ON SHEET C-6. TEST, DIENFEC, AN D CONNECT ALL PIPING ASSOCIATED WITH EFOMGE TAN K NO. 2. PEACE STORAGE TANK NO. 21N SERVICE PENDING SUCCESSFUL COMPLETION OF TESTING AND DISINFECTION. 1`4i�, ..ELIMINRRYQNLY oT1:E NA1oR:rwu<T „ May 2022 munDysmEM _ _ SOUTH HILLS ��. /4 3RD LEVEL STORAGE TANK ..a.....�.........e REPLACEMENT -yam / � NOUN TANK FLOOR, AND AS DRAINAND-DO 2 DEMOLISH EXISTINGSSHEE. STORAGETANKEXISTING IF UM BAR MER VALVEV ULT AN SHOWN O ONULT SHEET. DEMOLISH TC -6. TANK NO. UNLET/OUTLET VALVE VAULT AND EXTEND IIS" DI CONNECTION TO EAST TANK CONNECTION SIDE OF VAULT AS SHOWN ON SHEET C3. \ C U AR. \ �I w 7 3. CONST RUCT SI E FORAGETANK NO. 3 AND ASSOCIAD WATER AND DRAINAGE PIPING AS SHOWN ON SHEET C-6. PEACE STORAGE TANK NO. 3 I SERVICE PENDING SUCCESSFUL COMPLETION OF TESTING AND DISINFECTION. 8 0l % 9. PERFORM FINAL SITE GRADING AND RESTORATION -_ y\ IBI 6 ,AN - - 4'- f IN$TALLMECHANICAL RE n _REMOVE 1350E CHAIN.1P5' [N EXIST B"AND LINK FCiJCE ANO GATE 5' IN INLETS SEE 4O0. GRADINGCOFUS TRUCIION j - EQUENCING NOTE 2 y�6p�(2) 12"W PREVIOUSLY `ABAND IN PLACE, 12- v 1$V'fi-Fm 'r` H41&'mMG�f-tYT� - ,b A9AND IN PEACE., ? iAND GROUT 4@ j"ko FILL PIPE -_ 1N. _.-`Xis-Ott>tvt>vt,ve fart*� �F/ - h S REMOVE VALVE \ BOXESAND _ {)_a I 6ACKFILL WITH CR \:f �B, I EXIST 1SUS IIE / _A:EL PLAN SCALE1-20 LED LEVEL STORAGE TANK NO. 1 A F, 1 r 3 DEMO VAULT AND INTERNAL$ ,Y}>JPT A MINIMUM OF]BELOW GRADE, GROUT PLUG 4'CONC DRAIN, SEE RECOMMENDED I CONSTRUCTION SEQUENCING — NOTE 2 AND SEE SUPPLEMENTAL INFO DWG NO. C13304-1 FOR VAULT DOR Ali 1 0 I DEMOLISH AND REMOVE EXIST PARTIALLY BURIED, llI� �j}4y PRESTRESSED CONC TANK, / r p INCLUDING TANK FLOOR, SEE RECOMMENDED �{ CONSTRUCTION SEQUENCING NOTE 2 AND SEE SUPPLEMENTAL INFO DWG NO. C13304-1 FOR TANK DOR 90% SUBMITTAL rvonce SOL ..ELIMINRRYQNLY oT1:E NA1oR:rwu<T „ May 2022 munDysmEM mum ysm�7h _ SOUTH HILLS ��. /4 3RD LEVEL STORAGE TANK ..a.....�.........e REPLACEMENT DEMOLITION PLAN en C_Z oESIDE IF UM BAR MER UNR Noro ECD C U FBALF 8 0l % NO. DATE BY REVISION r I YALE. SHEET NOTES'. - ` I. ALL AREAS DISTURBED DARING CONSTRUCTION SHAT I. EITHER RECEIVE FINAL RE-SURFACING AS: \ / ` A. GRAVEL ROADWAYS SEE DETAIL 1, SHEFTC-11. B. NATIVE SEED MIX FOR DITCHES AND GRASSY SWALES: SEE DETAIL 6, SHEET C-10. 2 BURIED UTILITY LOCATIONSDEPTH SHOWN ARE APPROXIMATE. NOII ENGINERACTOR R OF POTENTIA AND ONFLICVERIFY S '�1/�1,�,.1 \ LOCATION, SIZE$ AND DEPTHS OF EMSTING UTILITIES. NOTIFY ENGINEE0. OF POTENTIAL CONFLICTS R \�. �RI II114I;\ �x TAX LOT 5900 ` III HOURS IN ADVANCE OF UTILIIYINSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. 1 III // ` c! /( / { _y�� �� v- T /Y I, TAX LOT 6000 �� T TAX LOT 6000'''R```SSS'''``` x _ - xr INSTALL 15D. OER J TPX LOT 302 J- x.rCHAIN LINK FENCE arvD GATE FOR - _+IIII{ pf(Yx %� ' M GRADING. SEE DET I� {` xx gND2 5HTC 12 5N5 CONC ACCESS -A / _ \ PAD POF2 WATPOOGC BI F'ry STY aMPI3NG CABINET, p..� I- II' 4 4 / C '�� .,d t PROP SEISMICSMIC VAL "\rJ - 3"L. YJ / -F 2 SEE DET 1,EXT LADDER YP SIT M} t PREVENTION SYSTEM, NORTH ACCESS RI I' 3`^ -VAULT SEE DET 1, - /{ NMB PREVENTION j SXT M B _ i SHIELD LADDER CAGE & V _ q \ TO PUMP STATION SEE -� r �l` 'J t -4 W TYP SELTq ON SHI C-5 �4� SIYPOF2, SEE EE DETS, SHT M-6 LL '� h \'✓ - 'q'�`xF9f —ACCESSCPAD 'r/ _ £ b L I k TAX LOT 62011+ 'a * T lYP OF 'rte x _ 36° DIA HINGED PIPE J ACCESS MANWAY, TYPDF2 '(-ZES RURFacE EXIsr SOUTH zi-Y (` ACCESS RD WITH 2 MIN 'f -\ ��LA>'.✓ ~ y�. Ir E%IST VALVE VALET Y COMPACTED 3/4"T CR ' 36 DIA HINGED PIPE F`� "^ ` ACCESS MANWAY % - T ry vii I I TYP O\2 -TAX IDT 6aaaG A ��� �I x IIS II Tae Lor 6500 O j 0.58 MG 3RD LEVEL = '.+n a+Akv t° `S 0.58 MG FRO LPJEL STORAGE TANK NO 2 1-j 1 1 STORAGE TANK NO.3 WELDED STEEL a c b y / wELDeD STEEL 6I IrvsIDF DIAEF .e / r Nrt{/ �p5 I' FS BASE EL 961 50 C 9 C-9 j 6> IN DIA �� r/. BnsE EL=361.50' OF E L-961 / r l �. A ` SS SINGLE ROW j�\ �VPTax LDr 63Do _ ' -�4 A uLmn BLOCK RET WALL, � -SEE DET 6ITT C_" 12 A I LIMITS E DEMOLISHED I SIOFaGE TANK N0.1 TAX LOT 100 \11F I`V ���Tl Tax LOT SIIoolwol I I \\ P\ 1vIN IT, vv vp0 0vv ��•� \ LOT 66oD ` ` vv i v.vvv IF . - AL"R 90% SUBMITTAL oncE STEEL BPF PRELIMINARY ONLY SOUTH NILLS DED AB ........ Mzvpzezz 3RD LEVEL OVERALL SITE LAYOUT PLAN A oED murruysmith STORAGE TANK C-3 o r KPBE nurarsmNn REPLACEMENT c, No. DATE BY REVISION mm3 LCT ME.; 9 d X O LEGEND SHEET NOTES: le y 1. SEE SHEET C-10 FOR APPLICABLE SURFACING AND SITE EXISTING CONTOURS (1') -- 1109-- A_ �� V ,� 2 \ `y �YH Yyy� O FEANREDETAILS. ALLCRUSHED ROCK SURFACINGSHALL \ \ CONFORM TO DETAIL 1 ON SHEFT C 10. EH[51]NG CUNT OURS (5') \ / G \ ��� Y,; q INI 1 2 DRAINAGE DITCHES SHALL HAVE A MINIMUM DRAINAGE SLOPE PROPOSED CONTOURS (1') -- 1109---- \ / ��� 7 p q OF 1%, MAXIMUM SIDE SLOPES OF 3H. IV, AND A MINIMUM DEPTH .T ♦ i >/ I OF 12INCHES PROPOSED CONTOURS (5') -1110_ �!% / m A A DE LE 3 SITE GRADING SHALL GENERALLY SLOPE AWAY FROM ALL DRAINAGE FLOW DIRECTION �K CONCRETE STRUCTURES AND ACCESS PADS UNLESS OTHERWISE SHALL � ¢ � � y / MD �\ \ � �\ G R �2 1 P �• y MACETOFTLOCALIZED LOW WGRAVELSURFACINGVOIDDING. CONCRETE SURFACING / Fo \ ,T. NOTED2ENISHEDGRDEFOR N6 TO AVOID PINGING. CRUSHED ROCK SURFACING ,_ SOUTH ACCESS ROAD FROM SOUTH 66TH - "MINIMUM COMPAQED 3/4" - rvnnvrasEEDED SURFACING CRUSHED QUARRY AGGREGATE 0 t I \l f -i �5 wmEFILTI STRIP i - _ _ .._11B EE P sE/ A�'Y� SIY r _ 1 AON SHT GS , '�" y• _ _ IF / -- .t 4� I A /' ALL DISTURBED AREAS W/OGRVL HMAC _ cul ORCONCSURFACING SHALLBECOVERED y I t\ - / Z >� �' WITH TOP SOIL AND AUNFOV SEED MIX, F r I . F/ SEESPECS - • �, UJ _ -_ ... - 95B '/ fy LE GRASS LINES SWA- • it 1,0\ PH -. �. TC �\ r SEE DET 6, sH_ _ - o, ' r _` �� 15 WIDEGRAVI NORTH ACCESS RD SEE \ \� O�Fi3 I f E _ '��e SHT CS FOR PROFILE AND SECTION 9 ! 0 LO r I REsuRFACE EXIST souTH ✓ 960 ACCESS AD, SEENOLFE4 •°g��< w" �I 0.58 MG` 0.58 MG ;! \0 i 31D LEVEL \ �y / 3RD STORA'dFI LEVEL GE'TANK NO. 2 RACE NO. 3 0.3 61 CIA6]DIA STOAV \ 0 ti AV 1IYI�1 + L. 00 } I� 1 r 1 I ST _ SEXIST SLP ESMT Y �I �0 IV 960 RB FG AT F F.. yA j' PERIMETER :IV / _ _ _ �'� �. . �Y 1,)�A IFTANK FDN .. R y',( .. /✓96iG .�yl `9fi015 DCTCH� f Y //il Y SRV`\ _�KKAC HWHPT m IS _ ) .9 GREATER PE0.SHT ESCI SEE DET 6, SHTC 12 SUBMITTAL SCALE 1 =20' r NOnCE E� OFF PREOLIMI"RRYY ONLY SOUTH HILLS �e oD.P TINY ZOzz 3RD LEVEL SITE GRADING PLAN C-4 IF IST ART _ DRIPS. murraysmith STORAGE TANK THEN RECKEDMo,mar:mRn REPLACEMENT �: N0. DATE BY REV6IONENTAHAT 11 10 of X A65 I 960 955 MATCH EXIST AC GR 95D 945 NOTES EXIST 12' THK— TOPSOIL, yGN m OR BREAK 4VED DWY PROP GRVL FINISH Ir GRACE� + TO STORAGE TO PS ACCES RD FI GE'd Q TANK SITE ACCESS R -AO CL XOTIDSCAL o .a ___- o----- 4 --__ — FXTST GR 0 ACCESS I OAD CL 11-Y0 DItD U+9D D+bB U+BD 1+00 1+20 1+40 NORTH ACCESS ROAD PROFILE SCALE: 1"=30'HORIZ, 1"=5'VERT 1. STRUCTURAL FILL MATERIALS PLACED ON SLOPES STEEPER THAN 5H IV SHALL PROCEED IN VERTICAL LIFTS OF 2' PND HORIZONTAL BENCHES OF 10 FEET W IDE EXCAVATED INTO THE FACE OF INS I ING SLOPE AT THE TOE OF THE NEW FILL SLOPE. 2. FILL SLOPES SHALL BE OVERBUILT THEN CUT BACK TO FINAL GRADE. 3. SURFACE STRIPPINGS ARE NOT TO BE USED FOR FILL. 4. ON-SITE OVERBURDEN SOILS APPROVED BY THE GEOTECHNICAL ENGINEER CAN BE USED TO CONSTRUCT FILLS OUTSIDE THE RESERVOIR FOUNDATION INFLUENCE ZONE. 5. W ET -W EATH ER FILL MA I DECAL SHALL CONSIST OF IMPORTED GRANULAR MATERIAL CONSISTING OF FRAGMENTED ROCK UP TO 4 -INCHES MAXIMUM SIZE AND LESS THAN 5% PASSING THF NO. 200 SIEVE. 6. EXISTING GROUND SHALL BE STRIPPED A MINIMUM OF 12 -INCHES PRIOR TO CONSTRUCTING FILL SLOPE. 965 960 12' THK— TOPSOIL, yGN 5 B NOTE 4 955 2 FINISH Ir GRACE� May 2022 950 995 TYPICAL DETAIL FOR FILLING ON SLOPES (D CA NTS rvoncE yGN PREmIMINNAERl0� HE May 2022 C ECKEo M^ur�ay mitM1 XOTIDSCAL EXIST GRADE FINISHED GRADC O ACCESS ROAD CL 2% / L COMPACTED GRAVEL BASE, SEE NOTE 2 PUPATE 5DOX GEOTEXTRE, OR APPVD EQ NORTH ACCESS ROAD TYPICAL SECTION A SCALE: 1" -I C-3 NORTH ACCESS ROAD TYR CAL SECTION NOTES: 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDIS I URBED, OR SELECT NATIVE COMPACTED MAlSEPAL. SUBGPADE SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY PER PASHTO ISE. 2. ALL GRAVEL ROAD SECTIONS SHALL INCLUDE 1 S -FOOT WIDE, 12 -INCH THICK, 3/4"-0 COMPACTED CRUSHED QUARRY ROCK SURFACING, COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER PASHTO T-99 OVER MIRAF150OX GEOTFXTILF, OR APPROVED EQUAL 3. CONURAL I OR SHALL TRANSITION ACCESS ROAD CROSS SLOPES TO RESERVOIR SHIP GRADING OVER A LENGTH OF APPROXIMATELY IB FEET IS FEET ON EITHER SIDE OF STATION DELINEATION). TRANSITIONS SHALL BE SMOOTH AND FREE OF NOTICEABLE GRADE BREAKS. 4. FILTER STRIP SHALL 15 DEBT FIINIMOM IN WIDTH, 12 INCH THICK TOP SOIL. PLANTED WITH NATIVE SEED MIX, SEE SPECS. 5. ALL SIDE SLOPES SHALL BE GRADED BACKM EXISTING GROUND ATA MAXIMUM SLOPE OF 2 HORIZONTAL TO 1 VERTICAL FEH:1V) WITH SEI SCT NATIVE MATERIAL, COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY PER AASHTO T-99. FOR SLOPES 2H:IV, INSTALL SLOPE MATTING. 90% SUBMITTAL ` SOUTH HILLS ACCESS ROAD PROFILE, murraysmirth13RD LEVEL o SECTION, AND DETAILS C -S STORAGE TANK REPLACEMENT As a uIf X 2-- — mH 3 2 � AAAA 6 I a6"D[w"- B1+00 IL - CAAA \ \\ DncE \ MHl ✓./- INLINLET/OUTLET, �(; 1. SENSING \ I-16"ALLGN'd' ,-N-JTI U%1"TANK NE. SEEKM-3 � \ \ \ Y D \\\\\\\\ - _ 1p STA Q I 1 / 16'INLET /OUTLET, AUGN'A' 1 \ \ \\ \\ It (/ B"GRAIN 5 \ \ \ `I' 1 ppl ✓ \ f ff \ \ \ 1 I I 12"OVERFLOW ALIGN'C' I " 1 -CONE INLET TYPE G-2 CB W/ DITCH �� 'I + I OSTA k 11 STA 81+53 RIM=960.51 SEE SHT C-8, AND SITE 1, SHT C-11 INLETTOPCOVERANDFPAMEOR APPVO EQ (CB 1), W/ 2, SUMP TOPCOVERANDFRAMEORAPPVDEQ (CB -2), SEE COS STD DWG 4-13, APPROX SO LF OF 6' PVC C3034 1-FERNCO CPLG, SERIES 1006 OR PPCSO CONNECT TO EXIST I6"W RIM=968.67, INLET IE-99.OD CR 1f APPVD EQ, FIELD VERIFY SIZE 1-16" DI 45^ HORIZ BEND, Do FURNISH & INSTALL STA CO+75-57A E2+63 8" WC(E) OUT IE=953.33 �.� EXISI6"x6" CONC TEE IE=952.75+, y( 1 -TB, SEE DET W 1.26, SHTC-14 1-16" DI 15, M] URNISH & INSTALL: E2 W e"PVC SD IE(ODUB' PVC(5)-956.00 POTHOLE TO VERIFY TEE IE OB I.PVC SV ALIGN E 12 STA 81+76 IIN MH (MH -2) RIM =959.07 ON SHT C-14 11 STA 81+66, 16'RT 9 MX4 3 SEE CONSTRUCTION SEE SHT C -B, AND DET 2, SHT C-11 ❑g SUE El IE3 SEISMIC VALVE VAVLT 1-16" DI TEE, MJ SEQUENCING NOTES, SHT C-2 "W SEE SHT M-8 BIRDS H &INSTALL FURNISH &INSTALL: 1-16"6FV, M] CONNECTTO EXIST I6 ❑7 STA CI+13 1-40"MM(MH-4), ECC CONE TOP W/ 1-ODOTIYPE G-2 Cd W/CG-ITCH 90 STA B3+20 NRNISH&INSTALL'. ]-16" DI L5, BE CONNECT TO E%IST 40"MX (MX -3) STO MH FRAME, COVER AND LADDER, COVER AND FRAME OR AHPVD EQ (CB -3) \ \ - RIM EL -954.85 SEE SHT C-8 RIM -950.]., W/ 2 FT SUMP -- FURNISH&INSTALL: SEE SHT C -B, AND DEF 3, SITE C-11 RIM=960.M IEFOUT)6"PVC(E)-95520+ 1-16" DI 45° FORE BEN D, M] FOR MH MODIFICATIONS ]EON)8"(W).952.70 y 2-- — mH 3 2 � AAAA 6 I a6"D[w"- B1+00 IL - CAAA \ \\ DncE \ MHl ✓./- INLINLET/OUTLET, �(; 1. SENSING \ I-16"ALLGN'd' ,-N-JTI U%1"TANK NE. SEEKM-3 � \ \ \ OVERAI3GN'd' 1 ( D \\\\\\\\ S -IA B0124 1p STA Q I 1 / 16'INLET /OUTLET, AUGN'A' 1 \ \ \\ \\ It (/ B"GRAIN 5 \ \ \ `I' 1 ppl ✓ T f ff \ \ \ 1 I I 12"OVERFLOW ALIGN'C' I " 1 -CONE INLET TYPE G-2 CB W/ DITCH �� 'I + I O.SB MG j I 3 4 11 u 3RD LEVEL STORAGETANK N0.2 3 1 � v TANK NO. 2 WATER PIPING q SCHEDULE - ALIGNMENT'A': lO STA A0+23 FURNISH & INS FALL: 1-16" DI 11.25° HORIZ BEND, MI OSTA ADE -29 FURNISH & INSTALL: 1-16" DI 45° HOUMA BEND, MI 1 -TB, SEE DET W I.26, SHT C-14 QSTA A0+41 TO STA AO+50 2 FURNISH& INSTALL'. SEISMIC VALVE VAULT, SEE SHT M -B 04 STA A.+53 FURNISH & INSTALL: 1-16" D[ TEE, M] 1-I6" DI BN, MJ 16" DI CL 51 WATER PIPING, APPROX 9 LF '2 n STA A0+20 n I EXIST 12" BEV, MJ FURNISH & INSTALL: 1-16"x12"DI RDCR, M] DncE 4"/1"TANK SENSING X` IINEESHTM-4 \\\\ - INLINLET/OUTLET, �(; 11 � ,• r, I-16"ALLGN'd' ,-N-JTI /8' DRAIN \ \ v A 6I 1 1 1 CB-3FLow, OVERAI3GN'd' 1 ( O S -IA B0124 1p STA Q 2RNISH&INSTALL 22 .ICV 0.58 I! 3Rd LEVEL L It (/ STOMGE TANK N0.3 / I Id/ F O6 % w ✓ T f ff I /%A III i 1. ✓% f 1 -CONE INLET TYPE G-2 CB W/ DITCH �� 'I FURNISH &INSTALL: OSTA SHEET NOTES: 1. ALL WATER AND STORAGE TANK OVERFLOW/DRAIN PIPING SHALL BE CLASS 51 DURILEOW/0 RESTRAINED JOINT. UNLESS OTHERWISE NOTED. 2, FOR PIPING DETAILS AT STO UDD TANK 2 AND 3 SHIPSCONNEC IONS, SEE SHM-1 AND M-2, C - _ RFSPBIVE-C - 3. PROVIDE POLFEFHVLENE ENCASFMPNT AND 3/8" PEA GRAVEL BEDDING AND PIPE ZONE BACKFILL FROM OUTSIDE FACE OF PIPE - BLOCKS THROUGH FLEXIBLE EXPANSION JOINTS. v' 4. ALL PIPING INSTALLED WITHIN GRAVEL - SURFACED AREAS REQUIRES IMPORTED 1. GRANULAR TRENCH BACHFILL. �- S CONTRACTOR SHAI L POTHOLE AND VERIFY LOC9TSON, SIZES, AND DEPTHS OF EXISTING UTILITIES. NOTIFY ENGINEER OF POTEDI AL CONFLICTS 72 HOURS IN ADVANCE OF UTILITY INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. 6, VAULT EXHAUST VENT PIPE AND GOOSENECK DISCHARGE, 34 LF OF IF CL 50 OI W/ 90° BENZ, MJ. SEE DET 5, SHT C-13 & SHT M-8. FOUNDATION DRAIN SCHEDULE - TANK NO. 2 & 3 �1 FURNIS' & INSTALL : HDPE CAP END AT HIT HPT IE=958.42 224 IF OF 4" HDPE N-12 PERF PIPE FRENCH DRG AROUND PERIMETER OF EACH TAN Foo, SEE GEF 4 & 5, SHT C-11 SLP -1.0 , MIN EACH SIDE TO 4"X6" RUCK FRENCH DRAIN LET FURNISH & INSTALL 2-6 4" HOPE N-12 WT RDOR 6' IE -957.30 6 LF6 HDPE N-11 IRTID WALL PIPE APPROX SLP -1% FURNISH & INSTALL: 16 HDPE N-12 WT TEE IE -957.27 8 IF 6 HDPE N-12 SOLID WALL PIPING APPROX SLP -2%, SEE NOTE FURNISH &INSTALL 1 6" HOPE N-12 AT 45- NO RIZ BEND 117-957.11 14 LF 6" HDPE SOLID WALL PIPING APPROX SLP -2T,, SEE NOTE 6 IS @ MH -1-956.83 DncE ARe SIGN' 0 DEON I ANK Oh/DRAIN PIPING SITE DRAIN PIPING SITE DRAIN PIPING SITE PIPING AND DRAINAGE PLAN TANK NO. 3 WATER PIPING SCHEDULE - ALIGNMENT'B': SCHEDULE - ALIGN'C' &'D': SCHEDULE - ALIGN 'E': SCHEDULE - MISCELLANEOUS: O S -IA B0124 1p STA Q 2RNISH&INSTALL 22 1p STA FIIE3, 10 IT12 1 MIT STA .1.1TOlEXIST URNISH&INSTALL : FURNISH&INSTALL: F O6 FURNISH &NSTALL FURNISH&INSTALL: CONNECT 6"GONG SD 1-I6" OI 1125" HORIZ BEND, M] 1-16" DI 45° HOR2 BEND, MI 1-22" DIA MH (MH -1) 1 -CONE INLET TYPE G-2 CB W/ DITCH 1-ODOT TYPE G-2 CB W/ DITCH INLET FURNISH &INSTALL: OSTA BD+30 11 STA 81+53 RIM=960.51 SEE SHT C-8, AND SITE 1, SHT C-11 INLETTOPCOVERANDFPAMEOR APPVO EQ (CB 1), W/ 2, SUMP TOPCOVERANDFRAMEORAPPVDEQ (CB -2), SEE COS STD DWG 4-13, APPROX SO LF OF 6' PVC C3034 1-FERNCO CPLG, SERIES 1006 OR FURNISH & INSTALL: CONNECT TO EXIST I6"W RIM=968.67, INLET IE-99.OD SHT C-14,W/2FT SUMP APPVD EQ, FIELD VERIFY SIZE 1-16" DI 45^ HORIZ BEND, Do FURNISH & INSTALL STA CO+75-57A E2+63 8" WC(E) OUT IE=953.33 RIM=959.67, INLET IE=958.D0 EXISI6"x6" CONC TEE IE=952.75+, 1 -TB, SEE DET W 1.26, SHTC-14 1-16" DI 15, M] URNISH & INSTALL: SEE SET C -B, AND C05 STO DWG 4-12 IE(ODUB' PVC(5)-956.00 POTHOLE TO VERIFY TEE IE OB STA BOTS. 12 STA 81+76 IIN MH (MH -2) RIM =959.07 ON SHT C-14 11 STA 81+66, 16'RT TURKISH &INSTALL SEE CONSTRUCTION SEE SHT C -B, AND DET 2, SHT C-11 ❑g SUE El IE3 REMOVE AN D REPLACE EXIST CB 1-16" DI TEE, MJ SEQUENCING NOTES, SHT C-2 "W BIRDS H &INSTALL FURNISH &INSTALL: 1-16"6FV, M] CONNECTTO EXIST I6 ❑7 STA CI+13 1-40"MM(MH-4), ECC CONE TOP W/ 1-ODOTIYPE G-2 Cd W/CG-ITCH 90 STA B3+20 NRNISH&INSTALL'. ]-16" DI L5, BE CONNECT TO E%IST 40"MX (MX -3) STO MH FRAME, COVER AND LADDER, COVER AND FRAME OR AHPVD EQ (CB -3) RIM EL -954.85 SEE SHT C-8 RIM -950.]., W/ 2 FT SUMP FURNISH&INSTALL: SEE SHT C -B, AND DEF 3, SITE C-11 RIM=960.M IEFOUT)6"PVC(E)-95520+ 1-16" DI 45° FORE BEN D, M] FOR MH MODIFICATIONS ]EON)8"(W).952.70 SEE COS STD DWG 4-12, SHT C-14 FIELDNEXIST T INVERT IE(DDT)B"(E)=952.5. ELEVATIONS PEXIS TOO CONNECTING 9 0% SUBMITTAL DncE ARe SIGN' 0 DEON PRELIMINARY ONLY 00 CT USE MaV 2D2z0.urn '}Am mu�'Y'L'��/S`m�lh ` J SOUTH HILLS 3RD LEVEL STORAGE TANK .�.�+s....a... REPLACEMENT SITE PIPING AND DRAINAGE PLAN C-6 �. == IF THE HER DOLE THIN I.lGmo,...vsman °CESSR Tla Dfro SG / lz of X NO. ATP BY REVISION 2 '•e s 9]5 975 TANK NO. 2 WALL 970 E x 9]D ¢Nn ± FE%IST GR 965 965 GR C. ) j 3'CVRLINE _ , O REF m 960 "- 'R 960 955 _ =o.o oFT/Fi 955 STA A0+10 (16") E%IST G0. @ DEELECE-95 ]T, 16 D1 CL ` EXIST GR Ev BTM V[PE=955.99 1` ]0 BI W CL P0.DP Qa STA A0+33 (16") , BIM OF 950 BTM OF — PIPET, TRENCX (FT) 950 E R NTM IHIE 16'b] W CL BTM PIPE=956.99 110 All; s#3 94511. 945 A0+00 A()+10 A0+20 A0+30 A0+90 A0+50 A0+60 ABQO EF PROFILE - TANK NO. Z INLET/OUTLET PIPE ALIGN 'A' SCALE: l" -IN 'XBRIz, 1"=$'VERT 975 9]s 3 IF TANK NO, 3 UF 3 WALL �ISd & 2I YSx O rn0 pp A� SFc R' PH 9]0 L� 9]0 FE IF IN GR DEFLECT PIDE ]T, I w t, BTM PIPE -954.93 ' IVR LINE FOR REF / 960 _ F FN 960LEE JE:%IST � + _ _RH49(l6") BTM PIPE=952.3) 955 955 STA BD+10.EXIST GR @ S w isol w J DEFLECT PIDIb"D[ W CL PROP GR EXIST OR @ 16"DI W CL eTM PIPE=955.94 STA 80+39 (16") BTM OF TO BTM OF TRENCH (Fi) 4t` /yy �, y} 950 DEFLECT PIPE ]T, 16"DI W CL 9so BTM PIPE -954.93 IT 945 945 p 80+00 80+10 00+2. B0+3B BD+40 80+50 BO+W 00+]0 OD+80 80+90 81+00 81+30 .1+20 81+30 01+4D 51+50 01+60 O1+10 01+80 PROFILE - TANK NO. 3 INLET/OUTLET PIPE ALIGN 'B' SCALE: 1"=30' H0R2, 1"=5' VERT 90% SUBMITTAL Naflee PULIMINARYONNLY eEr sery "EBABf" e may mzz { SOUTH 3RD Aw HILLS LEVEL WATERLINE PIPING PROFILES C_7 IF 11 FAI HPININ mu�'�'ays'm�Lh STORAGE TANK ,1 THEN NAFOAIX M...aysn,im .rPLaanvn cnunro4® REPLACEMENT m m 11 -P x ND. DATE BY aEvxsxoN �j �ISd & 2I YSx pp R pp A� SFc R' L� 975 AD D 925 SHEET NOTES: CL ru YN3m 3 - 1. V DRAINAGE PIPE FROM STORAGE TANK TO MIT- SHA BE CLA55 51 DUMLE IRON, ^33P '^u3i3P"N RESTRAINED 92D pj - z3 9]B ppm we£wo rv�ni wf m.^.�m^z 5o oo 2. 12' DRAINAGE PIPE FROM MH -1 TO MH -3 u�P Cn z0 - OR uizzz� mm SHALL BE C900 PVC, UNRESTRAINED. 0��� £z E%IST GR 961 965 G x EXIST Ga w w w Q IN GR csD� waw 960 96D 8'PVC $D (d $LP= .010 FT/ V 4 5 12"DID @ 955 30 FT/FT � 955 12' IS P-0.010 /FT I I SLP=0. SO FT/FT SOP -0.1 I°1 f I I I I I r � I r— 950 950 995 945 k 900 940 935 Co+00 C0+10 cD+zO EO+30 Co+90 c0+50 cD+60 co+7D co+aR co+90 ci+Do cI+m C1+2➢ cl+30 c1+40 c1+5D c1+6o cl+2D CO1W c1+90 93s PROFILE - ALIGN 'C' TANK NO. Z OF SCALE 1"=1D' HORI2, 1"=5' VERT i 6]5 975 0 975 975 9]0 970 IANK WALL S9]0 -920 965 965 TAK N0.3 G^ ^aw N 955 EXIST GR 965 9G0 960 FIN GR� 960 960 955 all 955 e 12"DIO 955 955 950 950 O 12"D[ D SLP=o.0 D FT/FL 950 950 945 945 OD+00 DO+30 D0+20 00+30 D0+90 E1+00 E1+10 E1+2. E1+30 El 140 E1+5D E1+60 E1+7O E1+90 E1+9D E2+00 E2+10 E2+20 E2+3D E2+40 E2+50 E2I EN E2+7D PROFILE - ALIGN TANK NO. 3 OF PROFILE - ALIGN 'E' LD ORI scALf'. 1"=10• HORIz, 1'•=s• VERT sCALe 1'•=10' HOWz, 1•'=s• VERT g 0% SUBMITTAL ' xoncF DRF PRELIMINARY ONLY v DFBABFD s.sN g K oa x °..F,.,ro„2„ N SOUTH HILLS 'a may zozz 3RD LEVEL DRAIN PIPING PROFILES C—$ p,w STORAGETANK o E�eEo M...arsmrtn murraysmi7h` ` REPLACEMENT j mm5�n 14 of X No. DATE Rv REV£swN IWA—R. 21-32371E;DATF, ru YN3m 3 v,3z3n ppm we£wo rv�ni wf m.^.�m^z 5o OR 0��� FIN E%IST GR Q e^ csD� 8'PVC $D (d $LP= .010 FT/ 5 30 FT/FT � P-0.010 /FT I I I°1 I I I I I r � I r— ru YN3m 3 v,3z3n ppm we£wo rv�ni wf m.^.�m^z 5o OR 0��� FIN E%IST GR Q e^ csD� 8'PVC $D (d $LP= .010 FT/ 5 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+30 1+20 1+30 1+40 1+50 IT 1+70 1+80 ]+90 2+00 2+10 2+20 2+30 1+KH SECTION n V+JO O+eV o+90 1+00 1+10 IT'S wuu u+1D G+eu a+]u u+yu u+>u a+nu w.V °+eV °+y° 1-1 1=iu »w SECTION oon SECTION 1000 s aoe c EXIST STORAGE loon IT °' 90% SUBMITTAL 0.58 MG NOTICE 98 INSIDE OSB PRELIMINARY ONLY sMRS Z12n.°�, 022 M^°^a"em�nn murraysmith SORA HILLS 3RD LEVEL STORAGE TANK REPLACEMENT STORAGETANKNO.3 STORAGE TANK SECTIONS SHIFT C-9 99" STORAGE TANK NO. 2 loos 990 990 °rmsul 990 0.58 $TOMGETANKN0.2 67 INSIDE DIA E%6T STOAGE TANK NV.] 'IIVE VIA 90NS 15 of x rv0. DATE ev REVISION 0.58 STORAGE 6]' INSIDE AN TAN K NO.3 OIA 990 990 PROP OF = 983.75 980 PROP OF = 983J5 LS IAG 980 O Seo IS OR EXIST =RAGE TANK N0.1 9>0 OF=903.]5 I� 9]0 EXIST GR —_ 960 _— 980900 _ LINAGE 96D 970 - - — TANK N0.] I . ` . � 1 '-- "-,_:% Fut=956J5 970 P0.0P FIR = 961.50 \ EXISTOR — 950 E. _ �� % 96O - - II 960 FIN GR �� . 1 Nl FIN GR, 970 9]0 PROP FLR = 961.50 3fi.0 9s6 '1 ______ _ --------- _ 2`A ------ — --__---------- , ,___ 60 960 FTry GK r ,�iFH ,y %Di0 �./\� �. v /!� T1YliY\ �v .` �•[• . w \. ` kw . :+`•_ EXIST .- FILE STORAGETANK 956.]5 NO.} _ 950 950 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+30 1+20 1+30 1+40 1+50 IT 1+70 1+80 ]+90 2+00 2+10 2+20 2+30 1+KH SECTION n SHEET NOTES 1. THE SECTIONS SHOWN ON THIS SLEET ARE TYPICAL AND SHALL GENERALLY APPLY TO I HE STORAGE TANK STRUCTURERSETE AS A WHOLE. , DENTRACLHOR SHALL POTHOLE AND VERSES LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, NUTT El ENGIN HER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF ITEM INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. V+JO O+eV o+90 1+00 1+10 IT'S wuu u+1D G+eu a+]u u+yu u+>u a+nu w.V °+eV °+y° 1-1 1=iu »w SECTION oon SECTION 1000 s aoe c EXIST STORAGE TANK NO. 1 loon °' 90% SUBMITTAL 0.58 MG NOTICE 98 INSIDE OSB PRELIMINARY ONLY sMRS Z12n.°�, 022 M^°^a"em�nn murraysmith SORA HILLS 3RD LEVEL STORAGE TANK REPLACEMENT STORAGETANKNO.3 STORAGE TANK SECTIONS SHIFT C-9 99" STORAGE TANK NO. 2 �w °ECB" 990 °rmsul 990 .4000-, 6JINSIDE OLA 15 of x rv0. DATE ev REVISION 990 980 PROP OF = 983J5 980 O Seo IS OR 9>0 I� 9]0 EXIST GR —_ 960 _— _ LINAGE 96D 970 - - — TANK N0.] I . ` . � 1 '-- "-,_:% Fut=956J5 970 P0.0P FIR = 961.50 \ — 950 E. _ % 96O - - 960 FIN GR �� . 1 Nl FIN GR, 9s0 9s6 SHEET NOTES 1. THE SECTIONS SHOWN ON THIS SLEET ARE TYPICAL AND SHALL GENERALLY APPLY TO I HE STORAGE TANK STRUCTURERSETE AS A WHOLE. , DENTRACLHOR SHALL POTHOLE AND VERSES LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, NUTT El ENGIN HER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF ITEM INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. 0+00 0+10 N+20 0+30 V+4V V+ll V+MN V+JO O+eV o+90 1+00 1+10 IT'S wuu u+1D G+eu a+]u u+yu u+>u a+nu w.V °+eV °+y° 1-1 1=iu »w SECTION oon SECTION s aoe c EXIST STORAGE TANK NO. 1 °' 90% SUBMITTAL 0.58 MG NOTICE 98 INSIDE DIA PRELIMINARY ONLY sMRS Z12n.°�, 022 M^°^a"em�nn murraysmith SORA HILLS 3RD LEVEL STORAGE TANK REPLACEMENT STORAGETANKNO.3 STORAGE TANK SECTIONS SHIFT C-9 99" 67 INSIDE ON �w °ECB" 990 °rmsul .4000-, 15 of x rv0. DATE ev REVISION 980 980 O 1 EXIST OR 9>0 I� 9]0 —_ 960 _— _ LINAGE 96D E%IST NAGE TANK N0.] I . ` . � 1 '-- "-,_:% Fut=956J5 \ 950 950 0+00 0+10 N+20 0+30 V+4V V+ll V+MN V+JO O+eV o+90 1+00 1+10 IT'S wuu u+1D G+eu a+]u u+yu u+>u a+nu w.V °+eV °+y° 1-1 1=iu »w SECTION SECTION s c °' 90% SUBMITTAL NOTICE BRF PRELIMINARY ONLY sMRS Z12n.°�, 022 M^°^a"em�nn murraysmith SORA HILLS 3RD LEVEL STORAGE TANK REPLACEMENT STORAGE TANK SECTIONS SHIFT C-9 °NKPeF° �w °ECB" `° °rmsul .4000-, 15 of x rv0. DATE ev REVISION PER PRECAST MER, W/ GALV LADDER PULL-UP EXTENSION, SEE NOTE 6 STEPS, SEE NOTE 2 1 � 1 4'x4' ALUM HATCH W/ D �--IF REMOVABLE SAFETY ( GRATING, SEE SPECS �. - .. �� " S' PVC \ S' CUNC O (TD BE A6AND) (BELOW PROP" PVCD), SEE NOTES AL -.. �A AL _j IS ) J A AL Iv i)I:� �A ,i ••.: 12"PVC D 4•PVCD y O FROM ME -2 TV' - TPVC (CORE DRIIq, SEE NOTE 1 L�6" CONC D (TO BE ABAND), �.. Ia IVC D SEE NOTE 3 N 12'OI D 1 6'VVCD 1Z DID Ld 6"PVCD I 15" CO D (TO 8E ABAND), SEE NOTE TE3 PLAN '9 SFO MH FRAME AND PLAN I CLE I.-- ACCESS COVER W/ 25 ' DIP fru HATCH 4PLUM HA �_ LID, SEE CITY OF 2 RIM E1=960.51 EPRINGFIELD OLD PLAN m ------ MATCH FIN GR DWGS 4-1 AND RIM EL=960.15 4-1A, SHT C-14 MATCH FIN OR 3 72• 4B" DIA ECCENTRIC MH W/ M EL -954.85 PF i 6 HDPE DI BEHIND) '. RISP0.5 AS REQb {L MIATCH FIN GR AL. IN (SE)IE=957.06 EXIST $D MH (MH 3) 48 12" DI O (BEXIND) 12" DID (BEHIND) _� IN (SW) IE=956 2I IN (SE) ]E-956.2] 6'HOPE DBEHIND �Or ® 8"PVCD IN (SW) IE=957 06 E IN (N) IE=955.93 48 N 1 0 2% MIN SLOPE I2'PVCD 12 PVC Ljn, OUT (Ng) IE=953.D 12"PVCD BEHIND IN (W)IE=949.09 ]E-952.899\ p NON -SHRINK GROUT U AS NFEDFD TO SLOPE 15" CDNC D 'BEHIND yJ 1 j BOTTOM D 2%MIN SLOPE 12" PVCD _ / IN (SW) IE -947 IB IN:E=951.45 OU((E) IE =951.25 r ti" PVC U NOT SHOWN) D BEHIND 8" CONC D u ,mow; IN (5) ]E=947.19 JJ`"`'' COMPACTED LEVELING PAD, IN CWO IE=951.45 IN (W) IE=947.18 0" PVC D 12"MINTHK,a'-DCR- SECTION A -A NON -SHRINK GROUT �-COMPACTED LEVELING NOTES: AS NEEDED TO SLOPE BOTTOM PAD, 12"THK MEN, %"-OCR 1. PROVIDE FLAP VALVES25. O0.EQUAL MOUNT FWP AT MANHOLE ENTRANCES AS SHOWN, WATERMAN PF- g VALVE TO MANHOLE WALL USINGCHANNEL. ANCHORS, AND INSIDE PROVIDE SECTION A -A SECTION A -A = REQUIRED 2 PRO DO SMOOTH,WATERTIGHT FLOW CHANNEL FLAP VALVE NOT REQUIRED ON I2"PVC OUILBf. ULF. NOTES: NOTES'. 2. AIR GAP SHALL BE AT LEAST TWICE THE DIAMEI ER OF'I HE TANK DRAIN INLET LINE. 1. INSTALL LINK -SEALS OR NON -SHRINK GROUT AT ALL MANHOLE PENETRATIONS, SEE 1. FIELD CORE EXIST MH -3 FOR 12" PVC PIPE PENETRATION. _ 3. PROVIDE ALUMINUM PLATE WITH STAMPED LABELS, 1" HIGH LETTERS, ATTACH TO FLAP VAI.VFS WITH DETAIL 2, SHEET M-]. ALUMINUM S TRAPS. LABELS ARE: 2. INSTALL LINK -SEALS OR NON -SHRINK GROUT AT ALL MANHOLE PENETRATIONS, SEE TANK N0. 2BRAIN&OVERFLOW-TANKNO.224"OID70FIN(SW) 2. STEPS NOT SHOWN IN SECTION VIEW FOR CWRIIY. ST EPS SHALL BE 12 ON CENTER, UEFAIL 2, SHEET M-0. TANK N0. 3 DRAIN &OVERFLOW -TANK NO. 3 29` DI I PROVIDED FROM TOP OF MANHOLE AND TERMINATING 12 INCHES ABOVE GROUTED TANK N0.2 FOR DRAIN -TANK N0.26"PVCTANK FDN OIN (SNQ R D I LSW) CHANNEL AT BASE OF MANHOLE. STEPS SHALL CONFORM TOTHF REQUIREMENTSOFASTM 3. ABANDON INLET, FURNISH AND INSTALL MECHANICAL WINGNUT PIPE PWG. TANK NO. 3 EDN DRAIN - TANK N0. 3 6" PVC FOR D IN ($E) C-9]8, TIGHT AND FIRMLY EMBEDDED 0 4. INSTALL LINK -SEALS OR NON -SHRINK GROUT Al' ALL MANHOLE PENETRATIONS, SEE DETAIL 2, SHEET M-7, 3. INSTALL FLOW CHANNEL, GROUP BOTTOM OF MANHOLE WITH SMOOTH FINISH AT 2% EXISTING SLOPE TOWARD OUTLET. 5. INSTALL FLOWCHANNEL. GROUT BOTTOM OF MANHOLE WITH SMOOTH FINISH AT 2% MIN SLOPE TOWARD 48" MANHOLE (MH �1 OUNFLEI. -3) p MANHOLE DEALS: Lz"=1'-0" C-6 r 6.ACCESSLADDERNOTSHOWNINSIMONVIEWFORCIARTIY.LADDERSHALLBEPROVIDEDFROMTOPOF 4VLI (MH -2)z - MANHUSE OLE, TERMINATING 12INCHES ABOVE GROUSED CHANNEL AT BASE OF MANHOLE. SCALE. 1 2 =] -0" C-6 72" MANHOLE MH -1 I SCALE: 1/2"=1'-0• LG a 90010 SUBMITTAL NOTICE K BRn .RIF,,:a, romLv may zozz SRM.",: ;�, n.mit prfl (� IT�urrajIsmit1/ snmuemoveomwmR SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT CIVIL DETAILS -2 C-1]. a oce"Bc" o IND t a P oT.o s� m 1J of % .V- NO. DATE BY R5V61ON END, OF I E, OR CORNER POST L TDP RAIL FABRIC BAND BRACE 'TRUSS ROD SEE SPECS FOR MORE INIORMXLJ.� TWISTED ® BARBED SELVAGE FIVES CHAIN LINK FABRIC BRACE MIL BO OR 1 RAIL tTRP LINE POST, FOR SIZE, SEE SPECS CHAIN LINK FENCE i1 CPLE rv15 C-3 PULL POST W/ EXTENSION TOP RAIL PRESSED STL. SUPPORT,SEE FENCE NOTE I BRACE POST, FOR SIZE, SEE NOTES 1. FURNISH AND INSTALL 6'-0" CHAIN LINK FABRIC WITH 1'-0" BARBED WIRE BARRIER AT TAX LOT PERIMETER FENCING, 2. FURNISH AND INSTAL -7 0" CHAIN MINK FABRIC WITH V -O" BARBED WIRE BARRIER AT RE55RVOIR SITE, 3. NRNISHANO INSTALL KNOX BOX PADLOCK TO MEET FIRE DEPARTMENT REQUIREMENTS AT ALL GATE ENTRANCES, MOUNT AS DIRECTED BY FIRE DEPARTMENT ON-SITE. POST SIZE, SEE SPECS, TOP BARBED WIRE CLIMB BARRIER, SEE SPECS rTOP HINGE / (180 -SWING) Z"MIN, ttP P CODA FIG, SEE DET 3, THIS SHT, TIP CHAIN LINK GATE z SCALE: HIS C-3 NOTES 1. REMOVE AND REINSTALL EXISTING CHAIN LINK GATE IF SALVAGEABLE. FENCE FOOTINGINSULATED FLANGE GOOSENECK ASSEMBLY SCALE. NT$ _ SCALE. Nib _ OU'LB: NT$ 90% S U B M ITTA L e I" DIR, PVC SIN BRF pRELIMINFRY ONLY Mav zozz Murrarsmim murraysmirth SOUTH HILLS 3RD LEVEL STORAGE TANK eeLNNsnm.rmmw.w. REPLACEMENT WHERE FENCE FET C LZ 'y B BAB R POSTS ARE y INSTALLED BEHIND weclED o<TD:Ur RETAINING WALL 18 of X ND. IRATI BYREVISIBN YJD, �/F/ PTROXG 10 INSULATING STL WASHERS, W/ T�� / / -6- O WASHERS 11 OVERSIZED ID, IYP 3 3,000 PSI INN 2B -DPT STRENGTH \\ - MATERIAL LIST SINGLE MO. OF Z _ a _ PTROX G-10 MSVIATING VLTRP BLOCK, 1 +i CONC ITS 'NiSLV, LHJGI'H TO EXTEND / j O - �/' - INTOTHE STL WASHER �1 6" CLASS 50 DI PIPE, RESIR 2.5x2.5'x5.8' OR �� APPVO EQ, INSTALL - A POST SIZE, N Q 4 // ON FA SIDE OFFIG WITH IH:BV AA' J SEESPECSQ 2 8" GALV SIL SCHET) 9LI VENT O BATTER _Q Z PIPE W/ Z SHORT RADIUS 90- FULL FACE STD OO BENDS, WELDED 'ljl✓ A A - A INSULATED GASKET o3 O O 8" GPLV STL SCP(WEL PIPE W/ P - c Y"TnT T'IMIN C INCLUD(WELDEO) r U'V WALL BACKFIL �� �/% D. HOLES AT APPROX ' Lo PACING ON PIPE SECTION &ne I12L Y PIPELINEEO 9 END CRIF e" >N ROCK, MIN GAUGEGALVW RELMESH NSIDE CSU TH PERFORATED P.. FIG, TYP i\\/ ® ISOIAnON IIXNI, SEE INSCL ��% v FENCE NOTES: FEE OED THIS SHT MIRAFI SBOX g 3 I. BARBED WIRE CLIMB BARRIER PRESSED STEEL UNPROTECTED FOR BURIED PIPES, TAPE GEOTEXFR[ O0.APPVD DO SUPPO RTS STIALL FACEAWAY FROM THESTTEPT PIPE]BE WRAP CIRCUMFERENCE OF 45° ANGLE. TRANSITION TO VERTICAL WIRE FLANGE W/3 WRAP52OMIL A� NOTES: - SUPPORT AT GATE LOCATIONS. PVC IRE ��AA�� /�/ � 12"TUB, Y"-000MPACTED w� 1. ALL PIPE AN D FEELINGS HALL CRUSHED QUARRY ROCK, 2 TENSION WIRES PPF NOT ALLOWED W PLACE NOTE BE RESTRAI REDS: . COMPACTED TO AT LEAST 95We OF OF TOP OR BOTTOM RAILS. MAX DENSITY PER ARENDT T-99 S 3. PROVIDE TRUSS 0.005 AND CROSS -BRACING ACUN 1. FOR BURIED OR INSULATING FLANGE INSTALLATION, OD NOT 2. VERIFY LOCATION OF OVER MIRPF150OX GEOTIMCC E OR - TENSION WIRES ACCORDANCE WITHSS-B INS WASHER ON PROTECTED SIDE OF INSULATING 1 GOOSENECK WITH ENGINEER. AppyDE Q STANDARDS FLANGE. 3. 1 IST DID ALL STEEL 9.INTAIN ANDINSTALL2'LFENCE POSTSTOTAR 2. COLD ASTIC PARIS AFTER FABRIGATIorv. R FABRICATION. RETAINING WALL MAINTAIN MAXIMUM 2" SPACE BBTIOM ABCOPL TAR BESTIR ARFR ASSEMBLING JOINT AND WITH AFTER ASSEMBLING JOIN AND WRX P BUTYL SCALE NTS CETYEEN - OF FENCE AND GROUND SURFACE RUBBER ADHESIVE, POLYETHYLENE BACKED TAPE. APE. FENCE FOOTINGINSULATED FLANGE GOOSENECK ASSEMBLY SCALE. NT$ _ SCALE. Nib _ OU'LB: NT$ 90% S U B M ITTA L e rvonCE BRF pRELIMINFRY ONLY Mav zozz Murrarsmim murraysmirth SOUTH HILLS 3RD LEVEL STORAGE TANK eeLNNsnm.rmmw.w. REPLACEMENT CIVIL DETAILS — 3 FET C LZ 'y B BAB R y weclED o<TD:Ur 18 of X ND. IRATI BYREVISIBN YJD, Yurvv»w.v �ma rul[xw er w�¢u�wrz� xL �eaa[['rtMs vu' ¢s�mcnenv �M.� IMS¢RYR W vY vmnuna xorz: „M grMoll¢¢M„.: nw.o.ff.M �ro� rsx-o,�Ma ,- �Iwiwmo,mery �. unxxa x¢m,. qry Q� �wncw �wra Nrxmmnm Mw.w r� E Ne.+l �v bl 9 w j iuytanpyyr�(�m� mmr� h §� e N /+� re•w alevemm. ��. MflkR p i� Nflae mrtxOlfOWx �.. nm4uorz '�MdF6� 4EI O �WU6J Nonce ear PRELIMINARY ONLY SOUTH NILLS ° BRF mavmu t 3RD LEVEL °r°eE° murraysmith STORAGE TANK THFN '":.mmnm:." REPLACEMENT r"ry ran.¢¢ WT- owr r„a:.�m..mwam mAmrxrM w. 900 o"SUBMITTAL STANDARD DETAILS - 1 I C-13 11 12�1 I I..: AS SH� PLPN f�ru,ue YLTIDN P -A Kll.0 B -B T`ga mems — I QM - TV' 11 WA am MA �L t p S i +avpp svavuav STANDARD MANHOLE 4-1 90% SUBMITTAL rvonce ecrvi vaeLmmARrorv�r _�r—I� FF. muux°n >m Noa y, � SOUTH HILLS I11111��III111 I11111_T111111.I11111F.I11111FI11111—FI11111FI11111F� _TSA[/� mA, 3RD LEVEL H' 1.o. -14 1 eP STORAGE TANK rve scams m.m® P o c °ELa” s+"oozrsn'�tn murraysm�rth A..f.mm.m.o..A 2BiA_OPNL a-tx orro frviEp 3 LMIEwa @ t f ;a. � • n e �- msa.ra ®w.. No. o E I 9r I Vlslux 20 of x in hS O `aFx d�t^rs�' s�vwNovleawae OVE WENT 17MANH,LE coN �aL- -- .......m.e..Rwr......w.m�. 90% SUBMITTAL rvonce ecrvi vaeLmmARrorv�r _�r—I� FF. muux°n >m Noa y, � SOUTH HILLS I11111��III111 I11111_T111111.I11111F.I11111FI11111—FI11111FI11111F� _TSA[/� mA, 3RD LEVEL H' 1.o. -14 1 eP STORAGE TANK rve scams m.m® P o c °ELa” s+"oozrsn'�tn murraysm�rth A..f.mm.m.o..A 2BiA_OPNL a-tx orro frviEp 3 LMIEwa @ t f ;a. � • n e �- msa.ra ®w.. No. o E I 9r I Vlslux 20 of x �aL- -- .......m.e..Rwr......w.m�. rr—..--„w.rv,..__ ..r m.w�yaa» IRnoN.aA�oas ��:� z u..u.p, r.waemmn� Aevr 0.¢_Iunew13019-Muemh. 30. )019 m+m 90% SUBMITTAL rvonce ecrvi vaeLmmARrorv�r FF. muux°n >m Noa y, � SOUTH HILLS mA, 3RD LEVEL H' 1.o. -14 1 eP STORAGE TANK rve scams m.m® P o c °ELa” s+"oozrsn'�tn murraysm�rth A..f.mm.m.o..A 2BiA_OPNL a-tx 90% SUBMITTAL rvonce ecrvi vaeLmmARrorv�r FF. oLBPeEo � SOUTH HILLS mA, 3RD LEVEL STANDARD DETAILS - 2 -14 STORAGE TANK N P o c °ELa” s+"oozrsn'�tn murraysm�rth A..f.mm.m.o..A REPLACEMENT orro No. o E I 9r I Vlslux 20 of x f/ DY I, "`: K39 K20 , 9� K24 v s"hEL ) con REA %F ELCCTi OALAND COORD NATE H ":ap,14TS A WITH WTHO. CONTROLS VAULT TOINER TREES K59 K60, K61, Kb2 5'xIPOVfR STORAGE TANK _-!_ A SEENOTE Ii vL� �- ` ISPULLSER / __ / �•' �// KP6 j n vv tea'1F II i suB y \ __ __SIR LEAF WATT FIdCR i_,\ SLB PRIV'PRY FIJL 14 SFE <� 1 T Yx 34" F NCE LINE . VAULt SUPPLY 32 NOTE /KIM K65 K66 Ki �\ 4 uGNTINa ROLE l6EE NOTE 6) AY STOM6ETMIK l ® VAULT IBHi (, _ - \ 3PUlL BO%—/ _ SEISMIC — = %> VAULT VAULT I i I STORAGE �� STORAGE -' TANK TANK I / + I I I V A � / T11�1 � 2. __ —_ � la'%2 WHOLE v�oll I2 J . q < 12 I IT I ISEUBUPAT IF Er cLwE SITE PLAN JMALE.L _11A A SPRINGFIELD UTILITY BOARD 3RD LEVELSTORAGE TANKS DRAWING LIST I I ELECTRICAL SITE SPAIN E-2 ELECTRICAL DEMOLITION PLAIN murraysmtth SO ONE -LINE DIAGRAM E_ 1 of L9 DoEVOR LIE UTIDSVJ GREW 7 LIGHTING PLAINEST L, o NO. DATE DY REV6EDN PULL ENCLOSURE SCHEMATICICS PLOT DC INPUTSC3 ELSE DC INPUTSI ROSE PC OUTPUTS FEE I PUFF ANALOG IN PUTS ICE PROCESS AND INSTRUMENTATION DIAGRAM LEGEND: ---- UNDERGROUND CONDUIT SURFACE CONDUIT GENERAL NOTES: 1. SEE CHANGING E 5 FOR CONDUIT SCHEDULE. 2. MINIMUMID'-D" OFF OF STORAGE TANK FOOTING, INCLUDE CAUTION TAPE AND LOCATE WIRE. 3. VAULTS FURNISHED DY OWN ER, INSTALLED BY CONTRACTOR A. SEE CIVIL DRAWINGS FOR REMAINING VAULT AND DUCT INSTALLATION REQU OFFICALS 5. VAULT PEN ETHATIONE SHALL BE MADE WITH GPC USING PERMANENT, ELASTOMER 'FALL NO SYSTEM. 6. NOW LED PLO COUPLES. ONE FIXTURE PER POLE, MOUNTEDATTOP OF 12 FOOT POLE, ANGLED W DONWA RD TOWARD STORAGE TANK LADDER ENTRANCE. SEE Ed FOR LIGHTING MATERIAL LIST. 2. SEE DRAWINGS E 2 FOR ELECTRICAL CQNSTRURION SEQUENCE AND ITEMS MARKED FOR DEMOLITION. 8, ON STING CONDUITS ERG, EVE ONE, AND K62 TO BE REUSED AND TERMINATED IN STORAGE TANK 3 PULL BOX. SEE DRAWING F ) FOR ELECTRICAL CONSTRUCTION SEQUENCE. 9, N WE EQUIPMENT SHOWN IN RED. csENGINEERING rvonce L FOUR pBELIMINARY ONLY musEG�Iu ,� May2722 Nmm•EVvs with murraysmtth SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT ELECTRICAL SITE PLAN E_ 1 of L9 DoEVOR UTIDSVJ GREW L, o NO. DATE DY REV6EDN v".q L PLANTING NOTES \ \ ,NasU,snronoDA'll—VNTHl-IRoaAPPAGANIINEDENI BRI �rENroFA oANREPNOPeNrAE ,o aP=reRPAoaorM EN orvor ssT\ \ VE l ore. NN�prsPaIGR P,EN OGEGI NQF=RN A soFranNONNo�aaoNrvo NNEAmOGvE BY �� 1 11 „`•vim rreC-DI BAD E OENs wsroN"mssrvre� oaooEroNOFo. rx:. Na sr ore"AP`P"a'o�Aeo a�"o"s",°APE H"��Uoo ��\ i b� ui � � s PaN .0 sN�reSPArNG \f �� ��� naS 4Ayy��. �C ,eysur �I PADnwv 'y� - eewsuc I� No as aro ePawiososs me.. PuwnNc DI Nvql AVv� LEGEND ;. rM� 4 Mtn auo Arero.osroAaA"rE t ` ✓:.5 \. /i ink — -s- N E. snNs rressroreovury EI INZ- _ ll saEIOo�' FTPO VEEWPGAFGA,EA PLANT SCHEDULE L PLANT SCHEDULE _ + + r. m� r- I r�vvv 4 ,,N, EPu�.Powa ,.E _ \ \ BIB��� h - 7 �'��.,� TREE PLANTING DETAIL V.� t EA -0 f 1 Eo TREE PLANTING lGSI On GONrvonce ]a PRELIMINARYOONLY err y DESIGNED 0i0""AC°' `" SOUTH HILLS PLANTING PLAN L�, osmNe OAmav es, EQAP, 1-5 BAR DOES murraysm�-th` 3RD LEVEL STORAGE L-1 mros "Rs" TANK REPLACEMENT HRID Murraysm^N NO. WME Y REVISION -