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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/8/2022sui SOUTH HILLS 3RD LEVEL SPRINGFIELD UTILITY BOARD STORAGE TANK REPLACEMENT FEBRUARY 2022 INDEX OF DRAWINGS ELECTRICAL 60% SUBMITTAL 41 E-1 ELECTRICAL SITE PLAN NE VOLUME 2 OF 2 1 ENERAG-1 COVER SHEET, VICINITY MAP, LOCATION MAP, INDEX OF DRAWINGS 43 E-3 CAV DIAGRAM G-1 CONnUIT SCHEDULE REVISED 2 G-2 SYMBOLS AND LEGEND 44 F-4 GROUNDING PLAN +�s f/ c� f+ 'r s MAKenvA Rv F '! �ER T SPRINGFIELD Fri I MAIN ST a 7 2 usGSe, 1 CIT' i �B _ LIMITYs Willamette i �r PROJECT I LOCATION VICINITY MAP SCALE: V-5,800' murraysmi7h� 888 SW 5TH AVENUE, SUITE 1170 PORTLAND, OREGON 97204 P 503.225.9010 3 G-3 ABBREVIATIONS 4 G-4 GENERAL NOTES EROSION AND SEDIMENT CONTROL 5 ESC -1 EROSION A, SEDIMENT CONTROL NOTES &DETAILS 6 ESC -2 EROSION& SEDIMENT CONTROL SITE PLAN CIVIL > C-1 EXISTING CONDITIONS, SU RVEY CONTROL, AND TREE REMOVAL PLAN 8 C-2 DEMOLITION PLAN 9 C3 OVERALL SITE LAYOUT PLAN le C-4 SITE GRADING PIAN 11 C-5 ACCESS ROAD PROFILE, SI MON, AND DETAILS 12 C-6 SaC PIPING AND DRAINAGE PLAN 13 C-] WATERLINE PIPING PROFILES 14 C-8 DRAIN PIPING PROFILES 15 C-9 5TORAGE TANK SECTIONS 16 C-18 CIVILDETAIIHS 1 17 C-11 CIVIL DETAILS -2 18 C-12 CIVIL DETAILS -3 19 C-13 STANDARD DETAILS- 1 20 C-14 STANDARD DETAILS -2 STRUCTURAL 21 S1 GENERAL STRUCTURAL NOTES 22 5-2 GENERAL STRUCTURAL NOTES QUALITY ASSURANCE 1 23 S-3 GENERAL STRUCTURAL NOTES QUALITTASSURANCE - 2 24 S-4 STORAGE TANK PLAN & ELEVATION 25 S-5 STORAGE TANK DETAILS -1 26 S-6 5TORAGETANKDE7`AIL5-2 27 S-] STORAGE TANK DETAILS -3 MECHANICAL 28 M-1 STORAGE TANK NO. 2 FLOOR PLAN AND ELEVATION 29 M-2 STORAGE TANK ND. 3 FLOOR PLAN AND ELEVATION 30 M-3 STORAGE TANK PIPING DETAILS 31 M-4 STORAGE TANK PIPING DETAILS 32 M-5 STORAGE TANK INLET MIXING SYSTEM 33 M-6 STORAGE TANK WD DER &ACCESS DETAILS 34 MJ STORAGE TANK MISCELLANEOUS DETAILS 35 M-8 SEISMIC VALVE VAULT PLAN& SECTION 36 M 9 SEISMIC VALVE VAULT GUARDRAIL 37 M-10 CATHODIC PROTECTION SYSTEM LAYOUT 38 M-11 CATHODIC PROTECTION SYSTEM LAYOUT DETAILS 39 M-12 CATHODIC PROTECTION SYSTEM HARDWARE DETAILS HE M-13 CATHODIC PROTECTION SYSTEM HARDWARE LAYOUT DETARS 45 E GROUNDING DETAILS 46 E-6 NOT USED 47 EJ LIGUTING PIAN 48 I-1 PROCESS AND INSTRUMENTATION DIAGRAM FERrvnRL LOOv�OOG A 3 e O A R. —1 at h — PROPOSED \,,, a k FoRSYrmADd � a SITE ACCESS - ROAD ��C--ST PROJECT PROJECT Esq LOCATION DR � v L LDt I 11� � I I i'' I X 'SPRINGFIELD ��.TCITY LIMITS PROPOSED L ---_-I (--STORAGE TANKS' LOCATION MAP SCALE: 1-1,00W ATTENTION: OREGON LAW REQUIRES TILE CONTRACTOR TO FOLLOW THE RULES ADOPTED BY THOSE RULES ARETTY SEry I RTE IN ON CENTER. THOSE RULES ARE SET FORTH IN OAK 952-001-0010 THROUGH OAR 952-00]-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BYCALaNGTHE UTI( TTY NOTIFICATION CENTER. K..,Nwl belOW. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON GURGLE NOTIFICATION CENTER Is 503-246-6699.) Call bafoR you dig. 21-323] SECTION AND DETAIL DESIGNATIONS SECTION DESIGNATIONS DETAIL DESIGNATIONS sECROry IETTEa ///---DETAIL L DESIGNATION NUMBER 2 2 SHEET WHERE SECTION WHERE DETAIL IS SH IS SHOWN * I$ SHOWN SECIDON LETTER DETAIL DESIGNATION SECTION A DETAIL NUMBER z SCALE: 2 SCALE: 2 SHEET FROM WHICH SHEET FROM WHICH SECTION WAS TAKENDETAIL WAS TAKEN' * NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPIACED WITH A DA91. TOPOGRAPHIC LEGEND PIPE SYMBOLS PLANT SCHEMATIC PROPOSED I WELDED JOINT 10"W—1R"DIW— FIANGEDJOINT ELECTRICITY GROOVED END JOINT —E� EE MECHANICAL JOINT h"G F PUSH -ON JOINT (RUBBER GASKET) CT 0A 1ON(FATOCOx FI PAGED COUPLING ADAPTER T - - DOUBLE BALL FLEXIBLE EXTENSION COUPLING C JJ FLEXIBLE COUPLING W/THRUST RING \%IBJ vj ELBOW UP —8,55--8"SS— C� ELBOW DOWN ® IC1r— TEE UP ��e H TEE DOWN i0 LATERAL IT CIHE`ERT F31 LATERAL DOWN A III III A rj4 CONCENTRIC REDUCER G -Z ECCENTRIC REDUCER SIDEWALK UNION BUND FLANGE 0 CAP CONTOUR MINOR v LONG SLEEVE _ FLEXIBLE COUPLING -ROD- - CAPPED END OR PLUGGED END MANHOLE CUTTING SECTION AND DETAIL DESIGNATIONS SECTION DESIGNATIONS DETAIL DESIGNATIONS sECROry IETTEa ///---DETAIL L DESIGNATION NUMBER 2 2 SHEET WHERE SECTION WHERE DETAIL IS SH IS SHOWN * I$ SHOWN SECIDON LETTER DETAIL DESIGNATION SECTION A DETAIL NUMBER z SCALE: 2 SCALE: 2 SHEET FROM WHICH SHEET FROM WHICH SECTION WAS TAKENDETAIL WAS TAKEN' * NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPIACED WITH A DA91. TOPOGRAPHIC LEGEND %% X —n--ir- EXISTING PROPOSED WATERLINE 10"W—1R"DIW— ELECTRICITY E —E� GAS h"G 0 G CT 0A 1ON(FATOCOx TELEPMONE/TELEMETRY T - —T— CABLE TELEVISION CAN —CARV— ------- SANITARY SEWER LINE —8,55--8"SS— - - SANITARY SERVER FORCE MAIN ---FFM —6"FM— ---- STORM DRAIN -- CIHE`ERT - - - - -.-IF-1 ARAN DON PIPE r>-r��mrrr G -Z DRAINAGE DITCH FENCE %% X —n--ir- CHAIN CHAIN LINK FENCE - TEMPORARY SILT FENCE GUARDRAIL ' ° ° ° ROCK WALL OF�eFO CT 0A 1ON(FATOCOx TREED USH USE r`/WY✓1'f1 SOUTH HILLS CENTERLINE - - -- ------- EASEMENT/PROPERTY LINE - - - - RIGHT-OF-WAY -- ---- EDGE OF PAVEMENT/AC -- EDGE OF GRAVEL - - - - ._ ..s CURB G -Z SIDEWALK S/W STRUCTURE OR FACILITY 0 0 CONTOUR MINOR _ --_ - ' " _ CONTOUR MAJOR -ROD- - �20E— MANHOLE (✓ MmrraYsmitM1 CLEAWOUT O 0 CATCH BASIN/FIELD INLET m THRUST BLOCK InI- Vf VALVE & 0 AIR INJECTION ASSEMBLY -D IEMPORARY BLOW -OFF ASSEMBLY AIR RELEASE ASSEMBLY EtI� N0.2Gl REVISION FIRE HYDRANT ASSEMBLY A ,A WATER METER BI 9 PULL BOX/3UNCTION BOX 9G1£:11 IDEVIN rIlAlE NOW SO, GULLY POLE -0- GUY WIRE LIGHT POST P GEOTECHNICAL BORING OR TEST PIT SIGN r BENCHMARK TREE DECIDUOUS a TREE CONIFEROUS TREE TO BE REMOVED SURFACE ELEVATION + 176.63 } 111.63 VALVE SYMBOLS PLANT SCHEMATIC PRELIMINARY ONLY BUTTERFLY VALVE GATE VALVE EE* GLOBE VALVE OF�eFO CT 0A 1ON(FATOCOx BALL VALVE SOUTH HILLS BALANCING VALVE SYMBOLS AND LEGEND —— DIAPHRAGM VALVE '�W V IIr PWG VALVE (TOP) DBRF PLUG VALVE (SIDE) -- 3-W AT PLUG VALVE SWING CHECK VALVE G -Z DOUBLE CHECK ASSEMBLY BALL SWING CHECK SILENT CHECK VALVE PRESSURE REDUCING VALVE ATTITUDE 60NT-LVALVE rvECKF C D MmrraYsmitM1 SOLENOID VALVE /\lU✓ mala LmuT'eOMp RELIEF VALVE �z InI- Vf GOOLEVALVE HOSE VALVE REDUCED PRESSURE BACKFLOW PREVENTER W/GATE VALVES HOSEBIBB MISCELLANEOUS PIPING SYMBOLS 4 STRAINER SIGHT GLASS y PRESSURE GAUGE W/COCK Y PRESSURE SWITCH W/COCK VVVVO METER SP SGP DR I.RUT PIPE ORESIRAINED]OINT PIPE REVISED 60% SUBMITTAL NDncE KAu PRELIMINARY ONLY EE* Kit OF�eFO CT 0A 1ON(FATOCOx SOUTH HILLS SYMBOLS AND LEGEND DBRF Feeaarvzozz 3RD LEVEL STORAGE G -Z murraysmilh� TANK REPLACEMENT WIN rvECKF C D MmrraYsmitM1 mala LmuT'eOMp Gi TO SG N0.2Gl REVISION 9G1£:11 IDEVIN rIlAlE NOW SO, 2 of X @ AT CONN CONNECTION FT FEET/ FOOT LP LOW POINT QTY QUANTITY UG UNDERGROUND AASHTO AMERICAN ASSOCIATION OF STATE CONST CONSTRUCTIONFFG FOOTING LPI LOWPRESSURESURE UGP UNDERGROUND POWER HIGHWAY &TRANS pORTAIION OFFICIALS CONT CONTNCDUS/CONTINUATION FOL FUTURE LPG LARGE RAD RADIUS UH UNIT HEATER AS ABANDONED COOLER COORDINATOR) FOLK FIXTURE LONG SLEEVE/LUMP SUM RC REINFORCED CONCRETE UN UNION ABAN (D) ABANDONED) COOLED COORDINATE IT IT LER CCP REINFORCED CONCRETE PIPE LION UNLESS OTHERWISE ABS ACRYLON FERTILE LUTA DIENE STYRENE CDP COPPER G GAS LVL LOW RD ROAD/ ROOF DRAIN USGS UNITED LONOTED GEOLOGIC SURVEY ABV ABOVE CORP CORPORATION GA GAUGE EWE LOW WATERLINE RED REDUCER UV LET ULTRAVIOLET AC ASPHALTIC CONCRETE COHR CORRUGATED GAL GALLON REF REFERENCE PVT ULTRAVIOLET TRANSMITTANCE ACP ASPHALTIC CONCRETE PAVING CP CONTROL POINT GA, GALVANIZED MAN MAN CAL RELIVE REINFORCE (0)(IN G)(M (HERE) AD J AUJ LISTABLE CPLG COUPLING GC GROOVED COUPLING MAIL MATERIAL READ REQUIRED V VENT/VOILE A VJC ADJACENT PIT CHLORINATED POLYVINYL CHMPHE GFA GROOVED FLANGE ADAPTER MAX MAXIMUM RES RESERVOIR VAC VACUUM AFF ABOVE FINISHED FLOOR CRCRUSHED ROCK GI GALVANIZED IRON MCC MOTOR CONTROL CENTER RESER RESTRAINED VB VACUUM BREAKER AEG ABOVE FINISHED GRADE CS COMBINED SEWER GIP GALVANIZED IRON PIPE MCP MASTER CONTROL PANEL RET RETAINING VBOX VALVE BOX AXR ANCHOR CSP CONCRETE SEWER PIPE GJ CREEP JOINT METH MECHANICAL RFCA RESTRAINED FLANGE COUPLING ADAPTER VC VERTICAL CURVE AL ALUMINUM Q COURT GL GLASS MR METAL LEND ROUND VERT VERTICAL ALT ALTERNATE CB CENTER DEC GLOBE VALVE HER MANUFACTURER RD ROUGH OPENING VFD VARIABLE FREQUENCY DRIVE AMP AMPERE LU CUBIC GRD GROUND HAD MILLION GALLONS PER DAY ROW or R/W RIGHT OF WAY VOL VOLUME ANSI AMERICAN NATIONAL STANDARDS INSTITUTE OF, CULVERT GPD GALLONS PER DAY MH MANHOLE RPBPD REDUCED PRESSURE BACKFLOW VCP VITRIFIED CLAY PIPE APPROX APPROXIMATE CV CONTROL VALVE GPH GALLONS PER HOUR MIN MINIMUM PREVENTION DEVICE VR1 VENT THROUGH ROOF APPVD APPROVED CN/ CLOCKWISE/ COLO WATER GPM GALLONS PER MINUTE MITT MALF IRON MPF THREAD RPM REVOLUTIONS PER MINUTE APWA AMERICAN PUBLIC WORKS ASSOCIATION NY CUBIC YARDS GPS GALLONS PER SECOND RISC MISCELLANEOUS RR RAILROAD W WATER ARCH ARCHITECTURAL IL CYLINDER LOCK GR GRADE MJ MECHANICAL JOINT RSi REINFORCING STEEL W/ WITH ARV AIR RELEASE VALVE Cl LN GRADE LINE ML MILLILITER RT RIGHT W/O WITHOUT ASCE AM EROGAN SOCIETY DP CIVIL ENGIN PERE D DRAIN GRTG GRATING MON MONUMENT/ MONOLITHIC W/W WALL TO WALL ASSN ASSOCIAn ON VC DIRECT CURRENT GV GATS VALVE MOT MOTOR SALV SALVAGE WC WATER CLOSET ASSY ASSEMBLY DEFL DEFLECTION GRVL GRAVEL MP MILEPOST SAN SANITARY WD WOOD ASTM AMERICAN SOCIETY FOR TESTING DATE) DI DETAILS)) DUCTILE IRON GYP GYPSUM MSL MEAN SEA LEVEL SC SOLID CORE WE WIDE FLANGE ..AT ERIALS DIA DIAMETER MTD MOUNTED SKILLED SCHEDULE WH WALL HYDRANT ATM ATMOSPHERE DIM DIMENSION HD HOSE BIRO SV STORM DRAIN WHIR WATER HEATER AUTO AUTOMATIC DIB DIRECTION HC HOLLOW CORE NA NOT APPLICABLE SOL SADDLE WE WROUGM IRON AUX AUXILIARY DEEP DISPENSOR HOPE HIGH DENSE POLYEI HYLENE NC NORMALLY CLOSED $OR STANDARD DIMENSION RATIO WL WATERLINE AVE AVENUE DIST DISTANCE HB0. HEADER NE NEAR FACE SENT SECTION WM WATER METER Al. AVERAGE ON DOWN HORRID HARDWARE NIC NOT IN CONTRACT SHU R SHOULDER WP WORKING MIGHT/ WATERPROOFING AWWA AMERICAN WATER WORKS ASSOCIATION OR DRIVE NOR HANGER NO/NO. NORMAIIY OPFN/NUMBER SHT SHED WS WATERSERVICE BE DOWNSPOUT HOT HEIGHT NOM NOMINAL. SIM SIMILAR W5OOT WASHINGTON STATE DEPARTMENT B&5 BELL &SPIGOT DWG DRAWING HH HANDHOLD NORM NORMAL SLP SLOPE OFTRANSPoRTATION Cc BOLT CIRCLE DWL ROWS, HM HOLLOW METAL NPW NONTOTABLE WATER SLV SLEEVE WT WEIGHT BB BOARD DWV BRAIN WASTE AND VEIN HMAC HOT MIX ASPHALTIC CONCRETE NRS NON -RISING STEM ROLN SOLUTION WIT WATERTREATMENT PLANT B ETW BETWEEN DWY DRIVEWAY HNDRL HAND RAIL NTS NOT To SCALE Sp SOIL PIPE/SEWER PIPE WTRT WATERTIGHT BE BOTH FACE HOA HAND -OFF -AUTO SKIP SPECIAL WWF WELDED WIRE FABRIC BED BACKFLOW PREVENTION DEVICE EAEACH FOR HAND -OFF -REMOTE OTOO OUT TO OUT SPEC FS) SPECIFICATION (S) WWFF WASTEWATERTREAIMENT FACILITY ELL BACKFILL ECC ECCENTRIC FOCUS HOWZONTAL OC ON CENTER BIG SPACING WWF, WASTEWATER TREATMENT PLANT BFV BORER FLY VALVE IF EACH FACEELL HP HIGH PRESSURE/ HORSEPOWER OD OUTSIDE DIAMETER SPL SPOOL BHP BRAKE HORSEPOWER ELB ELEVE ELBO V ON HPG HIGH PRESSURE GAS ODOT OREGON DEPARTMENT OFTRANSPORTATION SPRT SUPPORT XSEEL CROSS SECTION DIEGO BACKGROUND ELEC ELECTRICAL HPF HIGH POINT OF OVERFLOW/ FACE UL SO SQUARE KFMR TRANSFORMER BLDG BWLDING ENCL ENCLOSURE HR HOUR (JPNE OPENING SQ R SQUAREFOOT ALK BLOCK FOP EDGE OF PAVEMENT H5B HIGH STRENGTH BOLT OFF OPPOSITE SQIN SQUAREINCH YD YARD DRATUNARD BLVD BOULEVARD EPC ELASTOMENC PIPE CONNECTOR HV HOSE VALVE GREG ORIGINAL SQ YD SQUAREYARE YE YARD HYDRANT BM BENCHMARK/ BEAM ELOPE ETHYLENE PROPYLENE DIENE MONOMER HVAC HEATING, VENTILATION, AIR OWED OVERHEAD BE SANITARY SEWER YR YEAR BMP BEST MANAGEMENTPRACTICE EQ EQUAL CONDITIONING SST STAINLESS STEEL BO FEW OFF EQ IF EQUALLY SPACED PONT HIGH WATER FINE T&ID PROCESS &INSTRUMENTATION DIAGRAM ST STREET IN ZINC BOC BACKOF CURB EQUIP EQUIPMENT HWY HIGHWAY LIC POINT OF CURVE STA STATION B$ BOTH SIDES ESC EROSION & SEDIMENT CONTROL UTD HYDRANT MCC POINT OF COMPOUND CURVE STD STANDARD B5MT BASEMENT EW EACH WAY HYDR HYDRAULIC PCVL POINT OF CURVATURE ON VERTICAL CURVE STEP SEPTIC TANK EFFLUENT PUMPING STF BOTTOM FACE EXC EXCAVATE PE END BTU BRITISH THERMAL UNIT EXIST EXISTING I&C INSTRUMENTATION ENTAnON&CONTROL PERF PLAIN ERFORATED STL STEEL BV BALL VALVE EXIST OR IN GEEING GRADE TAW IN ACCORDANCE WITH PERM PERMANENT STOP SfD RA GE BW BOTH WAY$/BOTTOM OF WALL EXP E%1 BT EXPANSION EXPANSION BOLT ID INSIDE DIAMETER PERP PERPENDICULAR STR STRC LT GFRAIGIIT STRU RAL EXT IT EXPANSION ]DINT IE INVERT ELEVATION PG PRESSURE GAUGE SUB SPRINGFIELD UIILI TY BOARD GFIEW UOLLY OA C CELSIUS EXT EXTERIOR IF INSIDE FACE PH PIPE SUBMG SUBMERGED C L CABINS TO CENTER IMFD INTEGRALLY MOLDED FLANGED OUTLET OINTO INT PI POINT OF INTERSECTION SUNT SUCTION N CAN CABINET ;MP IMPVi IMPROVEMENT PNC POINT OF INTERSECTION ON $V SOLENOID VALVE CARD COMBINATION AIR RELEASE VALVE F FAHRENHEIT I NCLUDE ED)(ING) VERTICAL CURVE 5/ry SIDEWALK CAN CABLE TELEVISION FTO F FACE 70 FACE INFL INFLUENT FL PROPERTY LINE/ PLATE CB CATCH BASIN FAB FABRICATE IN] INJECTION PIAS PIEFRO SWO SIDEWATER DEPTH CCF CORROSION CONTROL FACILITY FB FIAT BpR INSR INSTALLATION INSTALL / PLOP PANELING SW GR SWITCHGEAR CCP CONCRETE CYLINDER PIPE FCA FC ANGED COUPLING ADAPTER INSCL INSULATION PNL PANEL SYMM SYMMETRICAL CCW COUNTERCLOCKWISE FCO FLOOR CLEANOUT INTER IMERCEPTOR POC POINT OF CURVATURE SYS SYSTEM CFM NB[C FEET pE0. MINUTE FD FLUOR DRAIN INTR INTERIOR POLY POLYETHYLENE T or TEL TELEPHONE CFS CUB I C FEET PEBSECOND FUN FOUNDATION INV INVFRT POT POINT OF TANGENCY T&b TOP & BOTT(JM CHAN CHANNEL FEXT FIRE EXTINGUISHER IP IRON PIPE LIP PoW ER POLE TAN TANGENCY CHEM CHEMICAL FF FAR FACE IPI IRON PIPE THREAD PRC POINT OF REVERSE CURVATURE TB THRUST BLOCK CHFR CHAMFER FOL FIBERGLASS IR IRON ROD "CST PRECAST TCM TEMPORARY BENCHMARK CHKV CHECK VALVE FH FIRE HYDRANT IRWG IRRIGATION PREP PREPARATION CTION TC TOP OF CONCRETE /TOP OF CURB a CAST IRON FlN FL RN GR FIN ISH FLOOR FINISH GRADE PRESS PRESSURE TDM TOTAL DYNAMIC HEAD NIP CA ST IRON PIPE FlR FEMALE IRON PIPE THREAD IT ]DINT PCING PARKING PER, TEMPERATURE/TEMPORARY CIME CAST IN PLACE CONCRETE FITC FETING JUNG JUNCTION PROP PROME. TIC TONGUE&GROOVE PER CAST IRON SOILPIPE FL FLOOR LINE PRV PRESSURE REDUCING VALVE THK THICKNESS C] CONSF0.CCRDN ]DINT TLIX FLEXIBLE KPL KICK PLATE LIS PUMP STATION TEL RD THREADED) CL CENTER LINE RG FLANGE KVA KILOVOLT AMPERE PSIG POUNDS PER SQUARE GAGE THRU THROUGH C. CHLORINE ILL FLOW ZINE KW KILOWATT T5L PIPE SLEEJE TOB TOPDELINK PLG PALING FL0. FLOOR KN/Y KEYWAY TS PI' PIPESUPPORT TP TEST PIT/FOP OF PAVEMENTMRNING CONTROL ]DINT FM FORCE MAIN PT POINTOFTA TANGENCY pO1ryT IT CLR CLEAR TO FIBER ODIC L LENGTH TANGENTS VE PNC POINT OF TA NGENCY ON VERTICAL TRANS TRANSITION CLSM CONTROLLED LOW STRENGTH MATERIAL IAB LABORATORY CURVE CMP CORRUGATED METAL PIPE FOC FACE OF CONCRETE IA" LAMINATED TSP TRI -SODIUM PHOSPHATE CMU CONCRETE MASONRY UNIT FOR FACE OF FINISH LAV PCE PLUG BASEMENT TET TOP OF STEEL CPU CONCRETE FOM FACE OF MASONRY RY PV PLUG VAILTfY VALVE TW TOP OF WALL/TE M PER£D WATER FOS FACE OF STUDS L8 POUNDLAVATORY POUND PVC POLYVINYLCHLORIDE TOP TYPICAL CO CLEAN DUT FPM FE ET PER MINUTE LF LINEAR FOOT IRE PAVEMENT COL COIC MN TIN LINEAR PWR POTABLE WATER COMB CONC COMBINATION CONCRETE FPS ERP FE FT PER SECOND FIBERGLASS REIN FORCED PLASTIC I. L" LANE LOCATION ""POWER REVISED 60/o O SUBMITTAL LONG LONGITUDINAL NoncE KAU PRELIMINARY ONLY °F°sF°"�Y:,R,DN o°"FeeLuaryzazz " n=u r! BR•ILh murraysm�7h` SOUTH HILLS 3RD LEVEL STORAGE WR�rT.,KN� TANK REPLACEMENT pggREVIATIONS SHIFT G-3 DFwFD OT PEADDRE 1 BRITHIN A11111 0 O..BA Iw 3 of X NO. DATE BY REVISION SDALE XPE ILANN I X111 PP, JXIA GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY, COUNTY, STATE, AND UIIIIIY CONSTRUCTION PERMITS, AND SHALL CONFACT EACH PERMITTING AGENCY AT LEAST TWO (2) BUSINESS DAYS PRIOR TO STARTING WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. ANTICIPATED PERMITS ARE US [ED IN THE SPECIFICATIONS. 17. ALL WATER PIPING JOINTS INSTALLED IN THESE PLANS SHALL BE RESTRAINED. FOR MECHANICAL JOINT S, CONTRACTOR SHALL PROVIDE HEM MEGALUG SERIES 1100 FOR DUCTILE IRON OR APPROVED EQUAL. RESTRAINED JOINT, ALL PUSH -ON JOINTS SHALL BE RESTRAINED WITH FIEI D-LOK GASKETS OR APPROVED EQUAL. 18. PRIOR TO ANY TIE-INS TO THE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFF 2. FITC LOCATIONS OF ALI EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON AFIELD SURVEY AND ASSEMBLIES FOR PRESSURE TESTING AND CHLORINATION. TESTING AND DISINFECTION SHALL BE FOR PLC I ED IN INFORMATION SUPPLIED BY UTILITY COMPANIES. LOCATIONS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE ACCORDANCE WITH AWWA C -ALL FOR PRESSU RE TESTING AND AWWA C -b51 FOR DISINFECTION. ALL NEW WATER MAINS CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OF ALL EXISTING UT ILL I IES PRIOR TO CONSTRUCTING SHALL BE PRESSURE TESTED AN D DISINFECTED BEFORE CONNECTION TO THE EXISTING SYSTEM AND BEFORE ANY SERVICE NEW PIPING/CONDUITS AND SHALL AGE UST NEW PIPING/CONDUITS AS REQUIRED. CONTRACTOR SHAI L NOTIFY OWNER CONNECTIONS ARE MADE. BLOW OFF PRESSURE AND DECELORINATE AT EN D OF TEST. PROVIDE V TEMPORARY TAPS FOR IMMEDIATELY OF ANY CONFLICTS NOT SHOWN ON THE PIANS 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 I5 REQUIRED, CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE TO OWNER ANO THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY IN 19. ALL OPERATION OF EXISTING VALVES SHALL BE BY THE OWNER. CONFLICT WITH THE PROPOSED CONSTRUCTION. ED. WORK HOUR LIMITATIONS: ALL WORK SHALL BE CONDUCTED ON WEEKDAYS BETWEEN THE HOURS OF 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORB 257.541 T0757.571. THE CONTRACTOR SHALL NOTI% 7:30 A.M. TO 5:30 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. IF THE WORK REQUIRES SHUTDOWN OF THE EXISTING EACH UNDERGROUND ULT ITY AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, PRIOR TJ WATER SYSTEM, SHUTDOWN SHALL BE LIMITED TO WEEKDAYS BETWEEN THE HOURS OF A.M. AND 3 P.M, AND SHALL BE EXCAVATING, BOEING, OR POTHOQNG. SHOWN IN THE POUTED f CONSI RUC I ION SCH LTE LE. 4. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UTILITY RELOCAI ION COORDINATION OR DELAYS CAUSED BY UTILITY 21. TRENCH BACKFILL AND SURFACE RESTORATION SHALL BE AS SHOWN IN TYPICAL TRENCH SECTIONS AND CONFLICTS. 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 1S LIMITED TO ONE-HALF OF THE MANUFACTURER'S MAXIMUM ALLOWABLE DEFLECTION. 5. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAI ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE 23. COMPACTION TESTS AND OTHER REQUIRED SPECIAL INSPECTIONS AS REQUIRED BY THESE PIANS AND SPECIFICATIONS CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING SHALL BE PERFORMED BY AN INDEPENDENT THIRD PART' PROVIDED BY THE OWNER. EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE SPECIFIED OR SHOWN IN THE DRAWINGS. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY FIRE OF YEAR) PER INE REQUIREMENTS OF THE CITY OF SPRINGFIELD, LANE COUNTY, AND THE OREGON DFQ. 7. SURVEY ELEVATION NOTE: TOPOGRAPHIC MAP WAS COMPILED USING DATA FURNISHED BY BRANCH ENGINEERING. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). ELEVATIONS IDENTIFIED IN HISTORICAL SUB SYSTEM MAPPING ARE BASED UPON THE NATIONAL GEODETIC VERICAL DATUM OF 1929 (NGVD -29) JO CONVERT OLDER NGVD'29 DATA TO NAVE '88 DATA FOR REFERENCE TO THIS PROJECT, 3.5 FEET SHOULD BE ADDED. 8. 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 UTILITY 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-BURTPLANS TO BE RETURNED TO OWNER AT COMPLETION OF PROJECT. 10. CONTRACTOR MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. PROVIDE WRITTEN NOTICETO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE OF WORK IN AND/OR CROSSING OF DRIVEWAYS. 11. CONTRACT0R SHALL COORDINATE WITH OWNER A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION, AND SHALL NOTIFY 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. CONTRACTORSHALLNcHCYTHE OWNER A MINIMUM OF 4B HOURS PRIOR TO ANY TESTING, REQUIRED INSPECTION, OR REQUESTED WAFER SERVICE DISRUPTION. CONTRACT0R SHALL NOT DISRUPT SERVICE WITHOUT OWNER'S APPROVAL. 12. ANY ALTERATION OR VARIANCE FROM THESE PIANS, EXCEPT MINOR FIELD ADJUSTMENT NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE OWNER. ANY ALTERATIONS OR VARIANCE FROM TI ESC PLANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO TI HE OWNER. ANY PROPOSED CHANGES IN CONSTRUCTION PLANS MUST BE SUBMITTED IN WRITING AND APPROVED BY OWNER PRIOR TO COMMENCING WORK. 13. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SU PREY MON LAMENTS AND CONTROL POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE, WITTI APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR 14. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND FOUR PMENT IN ACCORDANCE WITH ALL APPISABLE REGUHAfIDNS, EXCEPT THOSE ITEMS DESIGNATED BY THE 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 UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY CONTRACTOR TER EXTST NG 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, ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-DDIO THROUGH OAR 952-001-8090. YOU MAY 0BTAIN COPIES OFTHE RULES BY CALLING THE CENTER AT 503-232-1987. REVISED600/o SUBMITTAL rvoncE RAN mt urraysmith SOUTH HILLS 3RD LEVEL STORAGE REPLACEMENT nuyemeLn Llmmnaexu GENERAL NOTES G-4 4 of % oEBAB VTTOS:AL HBRFNRTANK ecL:e NO. EAU BY REVI90N PRmLO R.. 3L-1117 SCLLe A55roWN DATE. Mav m32 ly an�s.Sv. Rrrr.r r- I aur wr. �d w a &Va[ wry m esfn RaIXMW jSc - �T,J�J ti y r _T— IS' -24" 2 EA DUMP WORK/ STRAP TRENCH EXP RESTRAINT ZONE DARK MULCH RE NYLON ROPE, T' FIAI WASHERS) BAG DETAIL � DUMP STRAP CONSTRUCTION ENTRANCE SCALE'. NTS - GRADING, UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES EXISTGR 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. LEVEVSPREAD BARK BERM ALONG BANK UPON COMPLETION OF PROJECT. BARK BERM SECTION SCALE: NTS 1. SEED USED FOR TEMPORARY DISTURBED SURFACE STABILIZATION SHALL 9. ACTIVE INLETS Cl) STORM WATER SYSTEMS SHALL BE PROTECTED BE COMPOSED OF ONE OF THE MIXTURES SHOWN IN THE SEED MTX TABLE ON THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET THIS SH GET, CF FOLLOWING MANUFAURER'S SUGGESTED APPLICATION RATE, PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED SEE SPECIFICATIONS, UNLESS OFF ERWISE AUTHORIZED. AS NEEDED. 2. SLOPES AND DISTURBED AREAS TO RECEIVE TEMPORARY OR PERMANENT 10. SATURATED MATERIALS THAT ARE HAULED OFFSITE MUST BE SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEAN F SO TRANSPORTED INWATER -TIGHT TRUTE TO ELIMINATE SPILLAGE OF TRACK -WALKING OR SURFACE OF OTHER APPROVEDIMPLEMENTS.RUN-OFF SEDIMENT AND SEDIMENT -LADEN WATER. AND ESSEE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRO-TIME RE 3. LONG TERM SLOPE AND DISTURBED AREAS STABILIZATION MEASURES SHALL INCLUDE THE OVED MIX AND A OF PERMANENT E.VEGETATIVESPEC COVER VIA 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. S. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CDNFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WELL PLASTIC SHEETING OR STMW MULCH. SEDIMENI FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 5. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BIAN KETS OR MATS, MID -SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. Z. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL 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 CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THF DURATION OF THE PROJECT. 11. AN AREA SHALL BE PROVIDED FOR TIE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION IHAT DOES NOT PROVIDE RUN-OFF TI IAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH -WT AREA CAN NOT BE CONSTRUCTED GREW IER THAN 50FROM ANY DI5CHARGE POINT, SECONDARY MEASURES SUCH AS BERM OR TEMPORARY SETTLING PIIS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WI ZEN IT REACHES 50% OF THE CAPACITY. 12. USE BMPS SUCH AS CHECK -DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF MOM REACHING DISCHARGE POINTS. 13. CONTRACTOR SHALL COLLECT A REPRESENTATIVE SASH F 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 SUPPLIER FLEAS BES GRASSY PRO-TIME ON-SITE, SLOPES SWALE NATIVE MIX, LAWN SEED, LESS THAN 2H IV OR APPVD EQ PORTLAND OR F4 P53 NATIVE PRO-TIME OFF -SIZE, SLOPES DRY ERARIE MIX LAWN SEED, 2H:IV OR GREATER OR APPVD EQ PORTLAND OR 511 TSACK 1" REPAR FOR BAG REMOVAL FROM INLET y —DUMP STRAP °0 w REGULAR FLOW ONLY, DO NOT USE HIGH FLOW INSERT BAGS. INLET PROTECTION s 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 PLACE, FU NOTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACITVlCFQ 2. "STOCK PILE AREA SHALL BE DESIGNATED PRIOR TO EXCAVATION CUT ACTIVITIES. 3. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRAVING)' SHALL BE INSTALLED IMMEDIATELY TOLL OWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. 4. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING SEEDING, INE MATTING, WATTLES, AND ROCK CHECK DAMS" SHAI I. BE IN-PLACE OVER ALL EXPOSED SOILS BY OCTOBER I. NOTICE BRF PRELIMINARY ONLY ° I -ISPEP DBAB surn°n SOUTH HILLS C o Mar mzz murruysmi h 3RD LEVEL STORAGE aN scA "FAKE m�'rtlYSLNrcn TANK REPLACEMENT 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 U5ING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. PLASTIC SHEETING a SCALE NTS r /r k TYPIGV. MI(S�PN r. a�ml{nwn¢swuam[mxut bN4 INK ��M W�Ifh'Sµlr/iwNrY l AWRNUYUNGe.YEIXw eoR,[rtI6F �M_m,� dPFi ME 4TA�dAMi drtN t6v L umammovectxvnrc MATTING - SLOPE INSTALLATION SLOPE MATTING INSTALLATION SCALE: HIS REVISED 60% SUBMITTAL EROSION & SEDIMENT CONTROL NOTES & DETAILS I ESC -1 5 °H X \ \� -SOUTH ACCESS ROAD, J SEE NOTE 5 VA\TA PROPERTY LINE I OBR GONG SURFACIURFIGING - BE PERMANENTLY -. RESTORED W/ BARK DUST APPROX LIMIT$ OF GRADING ` DISTURBANCE (PROPOSED CONTOURS PLUS 1D BUFFER) z \ SEE EE ROLE $ \ 11 NOTE$ 1. EMERGENCY EROSION CONTROL MATERIALS MUST BE KEPT ON SITE AT ALL TIMES. 2. ADDITIONAL TRACKING CON IROL MEASURES SUCH AS A WHEEL WASH MAY BE NECESSARY IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT. 3. ON-SITE RUNOFF ACCUMULATION INTO LOW POIN IS SHALL BE PUMPED BY THE CONTRACTOR TO A SUITABLE LOCATION, IF REQUIRED. 4. INSTALL SLOPE MATTING ON ALL SLOPES 2H. IV OR GREATER. 5. NORTH ACCESS ROAD WILL NOT BE USED FOR CONSTRUCTION ACCESS. CONTRACTOR WILL UTILIZE SOUTH ACCESS ROAD ONLY. EROSION CONTROL NOTES O INSTALL, INSPECT AND MAINTAIN BARK BERM TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION. BARK BERM SHALL BE INSTALLED PARALLEL TO SLOPE CONTOURS OR AS SHOWN. O2INSTALL (50' MINIMUM LENGTH) INSPECT, CI FAN, AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENT AND SEDIMENT IADEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION. O3 INSTALL SLOPE MATTING ON ALL SLOPES 2H IV OR GREATER. ® INSTALL INLET PROTECTION. LEGEND EXISTING CONTOURS (1') ^v\ei r - — -1109- EXISTING CONTOURS (5') CIIo- PROPOSED CONTOURS (1') - — -1109 PROPOSED CONTOURS (5') ll10- INLET PROTECTION Fml FINISH GRADE DIRECTION r \ UTI I n TER I N I a�snnn F+nsn wtin TANK REPLACEMENT / if IRAN r i \ \� -SOUTH ACCESS ROAD, J SEE NOTE 5 VA\TA PROPERTY LINE I OBR GONG SURFACIURFIGING - BE PERMANENTLY -. RESTORED W/ BARK DUST APPROX LIMIT$ OF GRADING ` DISTURBANCE (PROPOSED CONTOURS PLUS 1D BUFFER) z \ SEE EE ROLE $ \ 11 NOTE$ 1. EMERGENCY EROSION CONTROL MATERIALS MUST BE KEPT ON SITE AT ALL TIMES. 2. ADDITIONAL TRACKING CON IROL MEASURES SUCH AS A WHEEL WASH MAY BE NECESSARY IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT. 3. ON-SITE RUNOFF ACCUMULATION INTO LOW POIN IS SHALL BE PUMPED BY THE CONTRACTOR TO A SUITABLE LOCATION, IF REQUIRED. 4. INSTALL SLOPE MATTING ON ALL SLOPES 2H. IV OR GREATER. 5. NORTH ACCESS ROAD WILL NOT BE USED FOR CONSTRUCTION ACCESS. CONTRACTOR WILL UTILIZE SOUTH ACCESS ROAD ONLY. EROSION CONTROL NOTES O INSTALL, INSPECT AND MAINTAIN BARK BERM TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION. BARK BERM SHALL BE INSTALLED PARALLEL TO SLOPE CONTOURS OR AS SHOWN. O2INSTALL (50' MINIMUM LENGTH) INSPECT, CI FAN, AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENT AND SEDIMENT IADEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION. O3 INSTALL SLOPE MATTING ON ALL SLOPES 2H IV OR GREATER. ® INSTALL INLET PROTECTION. LEGEND EXISTING CONTOURS (1') ^v\ei r - — -1109- EXISTING CONTOURS (5') CIIo- PROPOSED CONTOURS (1') - — -1109 PROPOSED CONTOURS (5') ll10- INLET PROTECTION Fml FINISH GRADE DIRECTION r \ G".1" sroanwATEa ELow DIRECTION BARK BERM n n PUSTIc MESH TENCE // - \�\ S '^� _ F EXISTING TANK ND 3 CONSTRIRTCON ENTRANCE H A AA TO BE DEMOTESHED V I A YYM.. AVI VA (NOT SHOWN) 1 i/ TAV /L�/Ya TT //� ���VA/AAA?v vv vv y v MATTING HT /✓/�C - A I AAVA�VAAvAV / AA` RAAAA�A-TLT 1A / ii T.� / ii / \1 A�VA\'� A A\_AAVAA V''I� v�� vAV �AI �` — v ,,A vvLIT/VAS\ v v _ Tvvv vv v Aw v / <' / A V A V �, `�V V TT v v � ii//ice/�/ �� � AV A= N, VAVA�` PLAN SCALE: P-30' REVISED 60% SUBMITTAL rvOncE BER PRELIMINARY ONLY RII�m FexF�zrvwzz ° SOUTH HILLS 3RD LEVEL STORAGE EROSION & SEDIMENT CONTROL SITE PLAN FVT ESC -2 TH TER murrarsmmx murraysm►7h` a�snnn F+nsn wtin TANK REPLACEMENT IRAN 5 °( x NO. DATE BY REVISION J HA �� aa�' v 4 � I I , I� III ALAl A IT �n i� F7 ca UGP \ y Ti 9 � TREES Yry �/�w r ems- fix \£ REMC \ J' oncE I E SAN MIN OF PREAlINV V A I LU 0 R RNAA. F<brvar, 2022 IF THIS BAR DOFS - / L 5 1 IHIBER _ l /M1 gy - / oncE I E SAN MIN OF PREAlINV V A I LU 0 R RNAA. F<brvar, 2022 IF THIS BAR DOFS IHIBER MumaV?»itM1 norm scn II 30 TREE CONSERVATION ESMT •ml III I _L m I I l l ll� xF � EXIST 1.5 MG 3RD LEVEL STORAGE IANK NO. 1 PARTIALLY BURIED PRESTRESSED CONC 9BDIA SASE EL -956.75' OF EL=983.75' +, REMOVE. TREES, IYP SHEET NOTES. L ORIGINAL SITE SURVEY WAS PROVIDED BY BRANCH ENGINEERING, CONTACT DAN NELSON, P.L.S., 541 -AD -D637, 2. SURVEY COMPLETED ON A SUB LOCAL COORDINAII SYSTEM ANC NAVD 1988. LEGEND I E TEST PFE/BOREHOLE o V A I ^EAcrtm LAYOUT POINTE' TABLE) SHEET NOTES. L ORIGINAL SITE SURVEY WAS PROVIDED BY BRANCH ENGINEERING, CONTACT DAN NELSON, P.L.S., 541 -AD -D637, 2. SURVEY COMPLETED ON A SUB LOCAL COORDINAII SYSTEM ANC NAVD 1988. LEGEND EXIST TREE IO DE REMOVED TEST PFE/BOREHOLE o SURVEY CONTROL PT(SEE2011 ^EAcrtm LAYOUT POINTE' TABLE) APPROX LOC OF EXIST W 42" DIA SDMH -1 EXIST 9'-6"x16'-3" VAULT I ,1 d\ II ` y i PLAN SCALE -1'•-1"-3B' REVISED 60% SUBMITTAL SOUTH HILLS EXISTING CONDITIONS, SURVEY CONTROL sRE� murraysm�th` 3RD LEVEL STORAGE AND TREE REMOVAL PLAN C-1 mrrn .a�ao TANK REPLACEMENT AT X SHEET NOTES: 1. FOR PIPE AND VALVE ABANDONMENT, SEE SPECIFICATIONS. \\ ""/ / \t�` f f � `•�} S�A"U y \ \ �X �i i N"I LFOR ADDITIONAL RK. CONTRACTOR AND SHALL SBMIIA ION DETAILED ING ENCINGINFORMATION, FOR APPROVAL TON El 10RUTION Uq \\ e _\ SUMMARY OF WORK. CONTRACTOR SHALL SUBINIADETA[LED SEQUENCING RAN F00. APP0.0VAL PRIOR TO CONSTRUCTION. RECOMMENDED CONSTRUCTION SEQUENCING: ID 11 1. SONG SYSTEMS AS SHOWN N0. 2, ASSOCIATED WATER MAIN AND DRAIN PIPING, SEISMIC OCA VAULT, AND RAGE TANK .TO 2. RACE SYSTEMS AS SHOWN I N SHEET C -B. DINGEFT, DISINFSUCCESSFUL AND COMPLETION OF PIPING AND WITH STORAGE TANK NO. 2. PIACE STORAGE TANK NO. 2IN SERVICE PENDING SUCCESSFUL COMPLETION OF TESTING AND DISINFECTION. S DEMOLISH IS SHENG SIDOLISH EXISTING KTINGTKINCLUDING.1TANK FLOOR, AND ASSOCIATED EXTEND ND1 OVERFLOW PIPING AS SHOWN ON AS SHOWN ON HET C-6. NG TANK NO. llNLET/OUTLET VALVE VAULT AND IXTEND l6"DI CONNECTION TO EAST - SIDE OF VAULT AS SHOWN ON SHEEP C4. Zr I �� i 3. KCONSTRUCT STORASERVICE ETANK NDING 9UCCES ASSOCIA ED WATER OF TND ESTING DRAINAGE D PIPINGSINFE AS TION. NON SHEEP C-6. PEACE STORAGE _IX WL �; / L i� OD TANK NO. 31N SERVILE PENDIN[' SUCCESSFUL COMPLETION OF TESTING AND DISINFECTION. 3 1 IL- \�� -\N�I's9oa Z 1 4 PERFORM FINAL SITE GRADING AND RESTORATION. ELE`{'Al \aFn�Asy -a -Z SII ; -TTZ e % REMOVE 122' OF CHAIN ' A f \j�PLUGSLINMEHIST BI AND .'���r,1-� _ p LINKFENCEAND GATE 15 DRAIN INLETS SEE A] ` E i'� vi NR GRADING CONSTRUCTION SEQUENCING NOTE2 r_ l fr /✓��` ��� - — - `-'tip �. . rl �a i (2) 12-W PREVIOUSLY ABgND TPFPLACE IF BR, J' by c�i�� /-IV," , � I �G TH-FfVi Iii +H=:41FPbV`-PtMYtf-h��-tE4 DEMO VAULT AND INTERNALS `ABAND IN PIACE I AND GROUT \ MINIMUM, BELOW - GMDEGROUT PLUG 6CONC T, `l k°FILL PIPE,0-F.- DRAIN, SEE RECOMMENDED t¢_y.L�H#f11tHf-h'tNf f -NF - fi \;{-F`Fil f.� } 4 P CONSTRUCTION SEQUENCING _ - NOTE 2AND SEE V 6 %yti� yr h SUPPLEMENTALINFO DWG NO. AI_ ytyp'VY, �, _ C13304 1 F00. VAULT DOR .. _ �, XY _ • �D° \ �/"iA�� REMOVE VALVE p} BOxESAND 1 _ v 'Y`. encKeaWITH CR EXIST 1.5 F T _ \ (1'l5 l 30.D LEVEL N Y \Y �'T A �- STORAGE TANK NO. I } _ � T" y DEMOLISH AND REMOVE _. A EXIST PARTIALLY RURIFD, PRESTRESSED CONC TANK, INCLUDE G REED ENDED K FLOOR, SEE 1Vy: S � .��. CONSTRUCTION SEQUENCING lik norez Arvo SEE SUPPLEMENTAL INFO DWG NO. C13309-1 EOR TANK DOR �l y P`" 'ME PL 1 1 =2U' REVISED 60%o SUBMITTAL " l NOTICE RAU PRELIMINARY ONLY n ESPEN ETIS Ili mrvMwrnD o EAS SOUTH HILLS DEMOLITION PLAN m^Feemar zozz murraysm►�th 3RD LEVEL STORAGE C-2 IF THIS FEAR DOES ITLODI� 11 1, ryBRFP MNrravemlm TANK REPLACEMENT o TO a. PEKE .,, m, m, ., ..awrm LlPRlfIKYY NO. DATE 8Y REVISION )TOP7DATE N,y8 Of % SHEET NOTES: 1. ALL AREAS CISGRAVEL URGED DURING CONSTRUCTION ETC 11. TIER RECEIVE FINAL RESURFACING A5: \ A. COVERED WITH 3 NC EE DETAIL K SHEDUST. C-11. C. COVERED WITH 3-INCHES OF BARK DUST. C. NATIVE SEED MIX FOR DITCHES AND GRASSYSWALES: SEE DE[AIL 6, SHEET C-11. 2DURIED UTILITYLOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY INN"a �, IA%LOT 5900 LOCATIDN,SIZE5, AND DELIHS OF EXISTING UTILITIES. NOTIFY ENGINEER OF POTENTIAL CONFpCIS72 �M \>\ I, HOURS IN ADVANCE Or UTILITY INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. � l IB x `J F, ,1 r> \� T TAX mTsaao� TAX LOT 6000 V 1 < X IF y INsrAa sso OF-1 rax LOT 'D2 — II J ( A \ yjSTSO�y 'CHAIN LINK FENCE �Sp F SAND GRIND FORM _L Y �- f s GRADING,SEE DET "1_ 1111 arvDz sHTc 1s ��* � � s.s corvc AccEss TrP OF Fh -waTER QUALItt FIS/ PFIZGSL�-EEXT LADDER W/FALL PROP SEISMIC VALVE J` 4 J V `1�+ 1 _ SHT M ] PREVENTION SYSTEM, J� em VAULT SEEDET I, _ i(1, ��-CLIMB PREVENTION PROP NORTH ACCESS RD - F - 5 U II 'L °b SHT M B _ _ {s .; l a SHIELD _ADDER CAGE .. PUMP STAA TION SEE Z', \ s / •e�� TYSHUT SHROUD,OF2r P 6ECTON SHiCDEPS, \ 20 10 conic �"l"ti. 'p w� sce Ds, SHSHT M-6 T !ACCESS PAD O TTP OF 2 Y�i� +� . TAX LOT 6zoo v ` ACCESS HINGEDPIPEroE `s`^—vimu�}TYP OF L I S > RESURFACE exI souTH EXIST VALVE vautr (I L P ACCESS RD WITH z Mw - �� COMPACTED 3/9 D CR 36 DIA HINGED PIPEe _ \ ACCESS MANWAY TIPOF2� (� _I �� p I 3 _ y ro \Tax LOT ssoo \0 SBMG\ LEVEL vt� P\"\Y �T 0.58 MG 3RD LEVEL sp 5TORAGE TANK NO 2 I / sTOPAGE TANK N0.3 wanrn srEEL e C _�14 WELDED STEEL wsrDECIA Y c9 A. L C9 t L' msroE DIA /q oa Syl 'V easE EL-961 D - / ansE EL=D61.50• OF EL 903.]5 _ l OF Eb963.]5' / Y 9-� �V�.• Imo\ �` �aF'_ 255 SINGLE ROWI �J TAX LOT 6300-,�M' ULTRA BLOCK REI WALL / _! SEEDE165HTC 13 L LLMIIS OF DEMOLISHED LR'� I \ �` A STOMGE TANK NO.1 / i I I.LOTmD�� V ��: L TAX41 LOT 3D2� - � 5<P'ND REVISED 60% SUBMITTAL NOncE KAU PRELIMINARY ONLY eer >: I.R N011lrl""N"wm SOUTH HILLS DEEnaEu OVERALL SITE LAYOUT PLAN ° Fe6�P.n•mzz ° murraysmirth 3RD LEVEL STORAGE C-3 I rHEEckeo Murraysmmlu TANK REPLACEMENT uuenem Dmm MMan To-. DATE DY REvrnory mroun. - .u, 1111.11ry 1 D s of x LEGEND 1 SHEET NOTES: EXISTING CONTOURS 1' 1. SEE SHEET C- SS FOR APPLICABLE SURFACING AND SITE / `R� "��4 / s 1 -\111 FEATURE DETAIIS. ALL CRUSHED ROCK SURFACING SHALL / \� V1 N 1 CN -T 5 CONFORM TO DETAIL I ON SHEET C-11. EXISTING CONTOURS (,•) : iL-- y A 1I 1 t \ 1 �A`¢� 1 1. '"14V ` 'Vv �—ti�.. \ ' \ j V� 'p 2. DRAINAGE DITCHES SHALL HAVE A MINIMUM DRAINAGE SLOPE PROPOSED coNTouRs fl•)f=`w�s ti"t s -'� ' I \lam \ S �, 4 OF 121 MAXIMUMs10E SLOPES 0F3H:IV AND AMINIMUM DEPTH -T \ ('� V ` ` \ �! `�� ` OF 12 INCHES. PROPOSED CONTOURS (5') / A`�V y A L - —1110— /ll. / C Y I >A < - - --__ SUE HALL GENERALLY SLOPE OALL CONCRETE STRUCTURES AND ACCESS PADS UNLESS T OTHERWISE FLOW DIRECTION �Noreo. FINISHED GRADE FOR GRAVEL SURFACING SHALL ! CONCRETE SURFACING y/ �y leo / =w --PLACE TO TANK SREIWITH 2OINTS TO AVOID PONDING. f`\ y� �.n MINIMIZE LOCALIZED LOW 4. RESURFACE CRUSHED ROCK SURFACING1 SOUTH ACCESS ROAD FROM SOUTH 66T1 A.ty'b3� \` / \ –CRUSHED QUARRY A6GRECATE MINIMUM COMPACTED SCUD -0 !^' { NATIVE/SEEDED SURFACING t �_ _ f V _ L � ) BARK DUST SURFACING '' uT - yn, E Y _� 1 Rfff \. E LTER STRIP F L r"�" 11V OC SEE T'PSECT HIIIS OL rr -t f ,Z. 4AON SHTCS = - l ZZ 7 LDRCONC suaFAcmG snau BE covERED \idi�> - a DARK DUST GRASS urvED swALe �; • �/_ HTC I d It ` y� EE DETb 5 'I .-Y y �� �'\\� iF Y 15' WIDE GPAVEL NORTH ACCESS RD SEE "� K1KI�'' TY� 1 _ _ SHIP C-5 FOR PROFILE AND TOP SECTION JL l0 1 A - (Q ACCESS CCE EE NOTE ACCESS RD SEE NOTE4 ,r t 1 ' D se MG I ' y!C \ ZZ 3RD LEVEL 1 i 3RD LEVEL 1t % GP--, _ ,' \ \ V�`�4l r STOMGE TANK NO 2 \ 'Z r STORAGE TANK NO.3 >. AV A _ A V1 V _ I 6Z DIA t 6]' DIA I ! Jr •f 1 1 I 960 BB FG AT L � _ � ��. '�.�\ � _✓ A .� 1 OF TANK FDN � � 2 % i9/ yl�� 96D 15 DITCH`,yF. } HIGH •N'K3 GT „/ t"A { ✓ , IY�'�. F 4 �' – V (1 ® AAS INSTALLSLOPE MATTING .^I' ��./ A' / _ R,q Vj�� �' ONALLSLOPE5210R - ULTRA -BLOCK 0.FTWALL C_13'� PLAN SCALE L-20 REVISED 60% SUBMITTAL NOTICE KAU PRELIMINARY ONLY u °`CWF° MR°T°CC"RC0MHH°° SOUTH HILLS SITE GRADING PLAN Fm.Y mezozz murraysm�h` 3RD LEVEL STORAGE C-4 HBRFo Mumzrsmlu, „CI o T sui TANK REPLACEMENT NO. DATE ar RENIS1Ory mmEcrcE ..... �.. •` KTp.21 3237 yCp1e. 10 oT X 965 P 960 955 MATCH EXIST AC GR 950 945 EXIST FILL SLOPE. m GR BREAK AVED DWY PROP BRVL + TO STORAGE TO PS ACCES RD Q TANK SITE qL ACCESSR GR O ADCL. H REVISED 60% SUBMITTAL g40"b ,--' NoncE KAU PRELIMINARY ONLY eFr o'BPeFD u 9 ,mom"'°`°":"°`"° F¢ervxry 202z " SOUTH HILLS 3RD LEVEL STORAGE ACCESS ROAD PROFILE, SECTION, AND DETAILS C-5 IF THIS FAR DOES RhW EXIST ORIF BRE" murraysmirth` TANK REPLACEMENT ACCESS I DAD CL i Mu..xrsmlm a�.r..1o.oHn.m D+OU w20 0+4o 0+50 0+80 1+9D 1+2D 1+40 NORTH ACCESS ROAD PROFILE SCALE: 1"=30HORIZ, 1"=5' VERT NOTES: 1. STRUCTURAL FILL MATFRIAIS PLACED ON SLOPES STEEPER THAN 5H:1V SHALL PROCEED IN VERTICAL LIFTS OF T AND HORIZONTAL BLNCI IES OF 10 FEET WIDE EXCAVATED INTO THE FACE OF EXISTING 5LOPE AT THE TOE OF THE NEW FILL SLOPE. 2. FILL SLOPES SHALL BE OVERBUILT THEN CUT BACK TO FINAL GRADE. l3. SURFACE STRIPPINGS ARE NOT TO BE USED FOR FlLL. 4. ON-SITE OVERBURDEN SOILS APPROVED BY THE GEDTECHNICAL ENGINEER CAN BE USED TO CONSTRUCT FILLS OUTSIDE THE RESERVOIR - FOUNDATION INFLUENCE ZONE. 5. WET -WEATHER FIT L MATERIAL SHALL CONSIST OF IMPORTED GRANULAR MATERIAL CONSISTING OF FMGMENTED ROCK UP TO 4 -INCHES MAXIMUM SIZE AND LESS THAN 5% PASSING THE NO. 200 SIEVE. 6. EXISTING GROUND SHALL BE STRIPPED A MINIMUM OF 12 -INCHES PRIOR TO CONSTRUCTING 965 960 12" THK — TOPSOIL, SEE NOTE 4 955 2 FINISH r GRADE 95D 945 5.0' 1s BRAVEL 6XISTGRADE FIIT ER FINISHED GRADE @ STRIP ACCESS ROAD CL7 2 � COMPACTED GRAVEL BASE, SEE NOTE 2 MIMFI 50OX GEOTEXTILE, OR APPVD EQ NORTH ACCESS ROAD TYPICAL SECTION �1 SCALE: 1" = 5' pq NORTH ACCESS ROAD TYPICAL SECTION NOTES: 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED, OR SELECT NATIVE COR IED MATERIAL. SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER COMPACTED TO AT LEA57 90% OF MAXIMUM DENSITY PER AASHTO T-99. 2. ALI GRAVEL ROAD SECTIONS SHALL INCLUDE 15 -FOOT WIDE, 12 INCH THICK, 3/4"-0 COMPACTED CRUSHED QUARRY ROCK SURFACING, COMPACTED TO AT LEA91 95%" OF MAXIMUM DENSITY PER AASHTO T-99 OVER MIME 50OX GEOTEXIILE, OR APPROVED EQUAL. 3. CONTRACTOR SHALL TRANSITION ACCESS ROAD CROSS SLOPES TO RESERVOIR SITE GRADING OVER A LENGTH OF APPROXIMATELY 10 FEET (5 FEET ON EITHER SIDE OF STATION DELINEATION). TRANSITIONS SHALL BE SMOOTH AND FREE OF NOTICEABLE GRADE BREAKS. 4. FILTER STRIP SHALL BE 5 -FOOT MINIMUM IN WIDTH, 12 -INCH THICK TOP SOIL, PLANTED WITH NATIVE SEED MIX, SEE SPECS. 5. ALL SIDE SLOPES SHALL BE GRADED BACK TO EXISTING GROUND AT A MAXIMUM SLOPE OF Z HORIZONTAL TO 1 VERTICAL (2H:1V) WITH SELECT NATIVE MATERIAL, COMPACTED TO AT LEAST 90% OF MAXIMUM DENSI 1Y PER PASHTO T-99. FOR SLOPES 2F: IV, INSTALL SLOPE MATTING. FILL SLOPE. TYPICAL DETAIL FOR FILLING ON SLOPES I SCALE: NTS REVISED 60% SUBMITTAL NoncE KAU PRELIMINARY ONLY eFr o'BPeFD u 9 ,mom"'°`°":"°`"° F¢ervxry 202z " SOUTH HILLS 3RD LEVEL STORAGE ACCESS ROAD PROFILE, SECTION, AND DETAILS C-5 IF THIS FAR DOES RhW BRE" murraysmirth` TANK REPLACEMENT i Mu..xrsmlm a�.r..1o.oHn.m cnFCRLo mro:� M j NO.DATE 11 of X BY REVIAR). H ELRLFLOWS " 1. AVOTEAND WF - 'IEE NOTE fiAULT AUST VENT UGP OVFO NEI ASHTANK ALL BE CLASS 51 1 HM _OTHERWISENOTEDh'" CD ]DINT, UNLESS _ __ - _�_ \\� - 2. FOR PIPING DFTNLS AT STORAGE TANK _ AND 3 CONNECTIONS SEE SETS M-1 AND M-2, 5 _ - 9 -- \�AA��. - RESPECTIVELY. WPVC ED, ALIGN E ,.0 8'PVC 3TSI 3. PROVIDE POLYEEHYLENE ENCASEMENT AND \-' •MH -3 I Y-- 3/8" PEA GRAVEL BEDDING AND PIPE ZONE __- BACKFILL FROM OUTSIDE FACE OF PIPE y BLOCKS THROUGH FLEXIBLE EXPANSION o CL+00' 12 WC SO �) 711 JOINTS. _ pjj[' 4 ALL PIPING INWITHIN GRAVEL "4 B G9 : 12 PVC ED, ALIGN C y 6\ \ \ V -} SURFACED AREAS REQUIRES IMPORTED \�\\\\\\ GRANULAR TRENCH BACKFILL. S. CONTRACTOR SHALL POTHOLE AND VERIFY ' SEISMIC VALVE VAULT, ILLOCATION, SIZES, AND DEPTHS OF EXISTING SEESHTM8 - -Q \o ! UTRIES. NOTIFY ENGINEER OF POTENTIAL '' CONFLICTS 72 HOURS IN ADVANCE OF UTILITY INSTAIJAHONTO ALLOW FORCHANGESIN vv ALIGNMENT OR GRADE. VAULT EXHAUST VENT PIPE AND GOOSENECKDISCHARGE, 34 LFOFSO D] ` W/90°BEND, ME. SEE DESS BHT C-13&BHT 4 , /12 \'.'�k ` I6 FOUNDATION DRAIN LINE, SEESHNm-a G vv \v . n lav IIS SCHEDULE - TANK NO. 2 & 3 4"/1 TANK SENSING TINE, SEE SIFT M-3 \'i\ /A / —16"INLET/OUTLET, ALIGN' B' \ �\ '10 ❑1 FINNISH & INSTALL : HDPE CAP END AT HET \\ \ \\\\\\\\ \ l i f \ / . ROxoO 8° DRAIN \\.' \ 9 i HPTIE=.58.42 N \ \ \ \ ../ 16"INLET/OUTLET, ALIGN 'A' \ 8- DRAIN FRE ROF TANK \\\ \\III IIII\I \II\1 IIIA 12" OVERFLOW ALIGN C' 2 oOi 5 1`L�T� 2❑SANKF OM MIN FREDNC EACH LET E 3 4 3 -� -\I I """_. f/A _.).Jn J„!_, FURNISH&INSTALL' Xfi HDPE CH DIN D.SB MG �G I L 1 0.50 MG D 'I II I (. f l e r } TANK #2, N-12 WT R LE T C-11 12- OVERFLOW, ALIGN' 4' AROUND PERUM PIPE 2-6 RDCR o 1 1 11 PRO LNEI / J . 1, 1 3RD LEVEL STORAGE TANK NO. 2 / / "I 1 STORAGE TANK NO. 3 /' i l�( I J...l ( 6'IE=95].30 6116 HDPE N-12 SOLID WALL PIPE APPROXSLP=1% [3] FURNISH & INSTALL: \ \ \ .\ \ ,.. \\ \ / /(: /Vy I\ • lfi"HDPE NL2 WE THE \\ , / 1 \ y 'I' IS 917.27 / X / = /, :.��I V ��V 8LF 6-HDPEN-12 SOLID WALL PIPING % APPROX SLP=2%, SEE NO IE 6 \ �\ ISH&IN ALL w�� / J^ / 13�HERE N 12TWT 45- HORIZ BEND HE 967.11 LL I� 141F6 HDPE SOUP WAPIPING PLAN _ / . ./4, IE @ MH SLP -299,3 EE NOTE 6 5C7ALE V-10'TANK OF/DRAIN PIPING TANK NO. 2 WATER PIPING SCHEDULE - ALIGNMENT'A': TANK NO. 3 WATER PIPING SCHEDULE - ALIGNMENT'B" SCHEDULE - ALIGN 'C' &'D': SITE DRAIN PIPING SCHEDULE - ALIGN 'E' & MISC: STA 2 O URISH2&INSTALL: OFURNISHS3 STA &INSTALL: O URNISH2&INSTALL: FURNISI l4&INSTALL: FURNISH2&INSTALL 27 STA PRIM FURA CRH26-STA NISH&INSTALL'. 10 FORNREMOVE ISH& INSTALL: 1-16 REPLACE EXIST CB 1-16" UI 11.25° HORIZ SEND, MJ 1-16" DI TEE, MJ 1-16" UI 11.25' H°R¢ BEND, MJ 1-16" 0145° HONIG BEND, MI 1-60" DIA MH (MH -1) 1-CONC INLETTYPE G-2 CB W/ DITCH 1-ODOT TYPE G-2 C6 W/ CG -2 TOP ' 1-16"DI BN, MJ RIM=960.51 INLET TOE COVE AND FRAME OR COVER AND FRAME OR APPVD EQ ECB -3) O STA A0+29 16" DI CL 51 WATER PIPING, OJ STA B0+3D 11 STA 01+53 SEE BHT C-], AND DET 1, ENT C-12 APPVD EQ (CB -1) RIM=958.70 FURNISH & INSTALL: APPR°X 9 IF FURNISH & INSTALL'. CONNECTTO EXIST 16"W RIM=960.67, INLET IE=957.00 IE (OUT) 6" PVC (E) =955.201 1-16" DI 45° HORIZ BEND, MJ 1-16" UI 45° 111 BEND, MJ FURNISH & INSTALL: O STA CONS B" PVC(E) OUT IE=953.33 SEE COS STD DWG 4-12, SIT X -1111, SEE DET X, SHFX O5 STA AONO 1-113, SEE DET X, SET 1-16' DI LS, MJ FURNISH & INSTALL: SEE COS STD DWG 4-12, SHTX - CONNECTTO 1-40" MH (MH -2) STA Bl+76 I ITT OCUP AD141 TO STA FURNISH & NSTALLp0+50 EXIST 12. BEV, NJ STA FURNISH & NSTALL: O URNISHS& INSTALL: 12 EE SEEN CONSTRUCTION SEE SH1+76 T C I, AND DET 2, SHT C-12 FURNISH.87 Ifl STA El 6& INSTALL: 3, 10 ITI J FURNISHT&O EXIST 6" COUP SD INLET/OIITLET VALVE VAULT, 1-16"x12" DI INCH, MJ 1-16" DI TEE, MJ SEQUENCING NOTES, BHT C-2 1-WDT TYPE G-2 CB W/ DITCH INLET 1-FERNCO CITE, SERIES 1006 OR SEE SHUT M-0 CONNECT TO EXIST 16"W STA OFT73TOP COVER AND FRAME OR APPVD EQ APPVD EQ, FIELD VERIFY SIZE O9 STA 31+20 FURNISH& INSTALL: CONNECT TO EXIST 4B"MH(MH-3) (CB -2), SEE COS STD DWG 4-13, SIT EXIST 6"x6"CONC TEE IE=950.751, FURNISH &INSTALL: 1-16" DI ES, MJ RIM EL=954.85 RIM=959.67, INLET IE �958.OD POTHOLE TO VERIFY TEE HE 1-16" DI 45° HORIZ BEND, MJ SEE BHT C-7, AND DET 3, SIT C-12 FOR 8" PVC(S) OUT IE=956.00 MH MODIFICATIONS 5TAB1+66' REVISED 60% SUBMITTAL u NOTICE NA-) PRELIMINARY ONLY EEr °`BA8`° °iLfO"""'A0°1CX SOUTH HILLS SITE PIPING AND DRAINAGE PLAN - 1 xAw °XFmrvarvzaxx murraysmirth` 3RD LEVEL STORAGE C-6 ar asr °BRFN TANK REPLACEMENT i crvECREo MmmrµaysmiN 9ry11figip arryTypyip j Lo- UATE BY REVISION 12 of X ', D1NK NQ 2 975 9]5 WALL G D 9]0 =ya roN� spm FIN GR N EXIST GR 965 16"D[4y 965 96D 960 955 955 950 95D A0+00 AO+10 A0+2D AO+30 AO+40 AO+50 A0+60 AO+iO AO+80 PROFILE - TANK NO. 2 INLET/OUTLET PIPE ALIGN 'A' W SCALE: 1"=10'NORIZ, 1-5 VERT T1 J 9]5 TANK NO. 3 925 WALL 3 y 9]p 9I0 >m 0 65 965 i FIN GR EXIST Cl 0 960rn-1 96D I I I 1e Dlw � 955 955 DT 950 950 950 60+00 00+10 80+20 B0+30 BD+40 B0+50 BO+60 B0+7D 80+80 80+90 81+00 B1+10 B1+20 B1+30 81+40 81+50 81+60 B1+70 B1+80 91+90 PROFILE - TANK NO. 3 INLET/OUTLET PIPE ALIGN 'B' SCALE: 1"-3D' HORIZ, 1-5 VERT REVISED60% SUBMITTAL n rvonce KAD PRELIMINARY ONLY eET °`EAB ooH SOUTH HILLS 1eb, WATERLINE PIPING PROFILES C-7 r 4.y °BRFN 20x2 3RD LEVEL STORAGE 1Flm murraysmilh TANK REPLACEMENT MurtaYs mi[M1 aafLKFPIn Enim wV�p cxEIXE° a ...n ' (j 13 of % ND. DATE REVISION ', D1NK NQ 2 WALL G =ya roN� spm FIN GR N EXIST GR 16"D[4y W r j �L T1 J 975 97D 965 960 955 950 945 940 "I C0+00 C0+10 C0+20 Co+30 C0+90 C0+50 C0+60 CONO C0+60 C0+90 C1+00 C1+10 C1+20 C1+30 CI+4o C1+50 C1+60 C1+70 C1+B0 C1+90 PROFILE - ALIGN 'CTANK NO. 2 OF SCALE: 1"=10'HOR2, 1'=5'VERT TANK SHEET NOTES: a 975 TANK -IS WALL E1+00 EMILIE E1+20 E1+30 E1+40 975 970 RESTRAINED 970 PROFILE PROFILE -ALIGN 'E' IG 2. 12" DRAINAGE PIPE FROM MITI TO MH -3 w 3 3 w P_ +gP _-- 970 965 970p TANK IF.3 WALL 955 ++N6 950 Pull 945 PRELIMINARY ONLY I. IF zozxRr�murraysm�'th` Q m N ~EXIST O` Fb£ OR GR N 935 ZZZZ� CC 965 960 965 o BABFeBruzry FIN 'PP IF THIS BAR BIC _ 960 955 960 REPLACEMENT sumEmlarc aavo "DID A .N p U Q z3m�Nw 955 950 955 m __ 12"DID$ - 950 sLP=0.0 r0 R/FT 19 Of % NO. DATE BY REVISION 950 945 of u,£NN�mmw o £ IS 3 TANKSH o P 3 _ N0.2 '� zz Dm e o am NRB �atiwwww FIN OR m w w mN P3 ` +gym. ry EXIST 6R EHIST GR FlN 6R__________ _h x w w �Hu _ w am� G#�Bui _ 0 ___' 12^OI0 @ IT DI @ _ ` 1 IB P% ED SLP=o: IF FT/Fr sLr=o: 1P I%FT 12 DI 0 Lr=0.010 rr/Ir oT I I L-� 975 SHEET NOTES: 975 975 TANK -IS WALL E1+00 EMILIE E1+20 E1+30 E1+40 975 970 RESTRAINED 970 PROFILE PROFILE -ALIGN 'E' IG 2. 12" DRAINAGE PIPE FROM MITI TO MH -3 w 3 3 w P_ +gP _-- 970 965 970p TANK IF.3 As 955 ++N6 950 Pull 945 PRELIMINARY ONLY I. IF zozxRr�murraysm�'th` Q m N ~EXIST O` Fb£ OR GR N 935 ZZZZ� CC 965 960 965 o BABFeBruzry FIN IF THIS BAR BIC _ 960 955 960 REPLACEMENT sumEmlarc aavo "DID A p U Q 955 950 955 m __ 12"DID$ - 950 sLP=0.0 r0 R/FT 19 Of % NO. DATE BY REVISION 950 945 975 SHEET NOTES: 1. 12" DRAINAGE PIPE FROM STORAGE TANK E1+00 EMILIE E1+20 E1+30 E1+40 TO MH -1 5HALL BE CLASS 51 DUCTILE IRON, PROFILE - ALIGN 'O' RESTRAINED 970 PROFILE PROFILE -ALIGN 'E' IG 2. 12" DRAINAGE PIPE FROM MITI TO MH -3 SCALE 1"=10' XORIZ, 1"=5NK SHALL BE C900 PVC, UNRESTRAINED. 965 950 As 955 950 Pull 945 PRELIMINARY ONLY I. IF zozxRr�murraysm�'th` 940 935 DRAIN PIPING PROFILES RIA 970 965 960 955 950 945 [KILLED D0+10 Do+20 D0+30 D0+40 E1+00 EMILIE E1+20 E1+30 E1+40 E1+50 E1+60 E1+70 El TEO E1+90 FaI No E2+10 E2+20 E2+3D E2+40 E2+50 E2+50 EZ+70 PROFILE - ALIGN 'O' TANK NO. 3 OF PROFILE PROFILE -ALIGN 'E' IG SCALE 1"=10' XORIZ, 1"=5NK SCALE: HOA VERT As Pull KAU RAU PRELIMINARY ONLY I. IF zozxRr�murraysm�'th` SOUTH HILLS 3RD LEVEL STORAGE DRAIN PIPING PROFILES IFIFFT C-$ o BABFeBruzry IF THIS BAR BIC _ MuYrta [M1 Ysm_ REPLACEMENT sumEmlarc aavo BBRE [lIED P7IDK'F m RAW 19 Of % NO. DATE BY REVISION SCPIE u,£NN�mmw 3 - NRB EHIST GR FlN 6R__________ am� RIA 970 965 960 955 950 945 [KILLED D0+10 Do+20 D0+30 D0+40 E1+00 EMILIE E1+20 E1+30 E1+40 E1+50 E1+60 E1+70 El TEO E1+90 FaI No E2+10 E2+20 E2+3D E2+40 E2+50 E2+50 EZ+70 PROFILE - ALIGN 'O' TANK NO. 3 OF PROFILE PROFILE -ALIGN 'E' IG SCALE 1"=10' XORIZ, 1"=5NK SCALE: HOA VERT REVISED 60% SUBMITTAL Pull KAU RAU PRELIMINARY ONLY I. IF zozxRr�murraysm�'th` SOUTH HILLS 3RD LEVEL STORAGE DRAIN PIPING PROFILES IFIFFT C-$ o BABFeBruzry IF THIS BAR BIC _ MuYrta [M1 Ysm_ REPLACEMENT sumEmlarc aavo BBRE [lIED P7IDK'F m RAW 19 Of % NO. DATE BY REVISION SCPIE 1010 1000 990 980 9]0 960 950 940 11 9]0 9� 960 U+UU U+lu V+ZU U+3U V+4U D+SD U+6D ONO 0+00 0+90 1+00 1+10 1+20 1+30 1+90 1+50 1+60 1+7D 1+N0 1+90 2+00 2+10 2+20 2+30 2+40 SECTION A 4:"0.58 0°0 0.58 MG STORAGE TANK NO.I 'IN SIDE DIA 000 PROP OF = 983.75 EX'SI STORAGE TANK NO. 1 ---- _L 0.58 MG 98'iN5i0E DIA loon EXIST GR STORAGE TANK NO. 3 PROP MG .,'Y./ AVVA++AIA��V>UjA E%ISI STORAGE ;AA�V�/ 0.58 MG 67INSIDE DIA -FIN GR �_ FIN GR 990 STORAGE TANK NO2 _". _ TANK N0.1 STORA6 E TANK NO.3 --J• EXIST STORAGE T ANK NO.I OF - 983.75 67 INSIDE DIA 98'INSIDE DIA 9819.6 67' IN SIDE DIP i� A9D PROP OF=983.]5 980 ITS EXIST OR ,Tl OF TANK NO.1 9]0 SIN 1MG � _z% FIN GK I -93.75 9 _ -�`�. VAz� ^ �\�IT /TX EE T`^✓? /IF\\. N - EXIST STORAGE 960 TANK NO FIR=956.]5 950 980 p I'i II EXIST GR � 1 HI PROP NET = 961.50 36.6' 9]01 96 0 _ _ _ � TANK NO. 1. �, _ - __ ____ ___ _ _ _ FLK- %.75 FIN OR - %/\\ \\\ f\ \\,�/`�\'.[\NiY.�%\.\/\\t��.!5 l \.. 1 -"_. 1' 950 STORAGE TANK NO.2 STORAGE TANK NO.1 FONAPPROXZONEOF FDNAPPRO%ZONE INFLUENCE DFINFLUENCE U+UU U+lu V+ZU U+3U V+4U D+SD U+6D ONO 0+00 0+90 1+00 1+10 1+20 1+30 1+90 1+50 1+60 1+7D 1+N0 1+90 2+00 2+10 2+20 2+30 2+40 SECTION A 3010 lDoo 99D 980 wD 960 950 940 SHEET NOTES: 1. THE SECTIONS SHOWN ON THIS SHEET ARE TYPICAL AND SHALL GENERALLY APPLYTO THE STORAGE TANK STRUCTURE/SITE AS A WHOLE. 2. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATEDN, SIZES, AND DEPTHS OF EX191ING n DLTTIES. NOTIFY ENGINEER OF POTENTIAL CONFLIQS R HDOPS IN ADVANCE OF UTILITY INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR [TRADE. 0°0 0.58 MG STORAGE TANK NO.I 'IN SIDE DIA 000 PROP OF = 983.75 EX'SI STORAGE TANK NO. 1 ---- _L 0.58 MG 98'iN5i0E DIA EXIST GR STORAGE TANK NO. 3 PROP FED= 961.50 .,'Y./ AVVA++AIA��V>UjA ;AA�V�/ "'✓,A\�>A 67INSIDE DIA -FIN GR �_ FIN GR 990 ._ _". 3010 lDoo 99D 980 wD 960 950 940 SHEET NOTES: 1. THE SECTIONS SHOWN ON THIS SHEET ARE TYPICAL AND SHALL GENERALLY APPLYTO THE STORAGE TANK STRUCTURE/SITE AS A WHOLE. 2. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATEDN, SIZES, AND DEPTHS OF EX191ING n DLTTIES. NOTIFY ENGINEER OF POTENTIAL CONFLIQS R HDOPS IN ADVANCE OF UTILITY INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR [TRADE. u+uu E+yu u+Eu u+su u+4u u+]u u+hu u+N D+au U+9V 1+uo 1+10 1+20 SECTIOE 1 -lDN E Lc-3 Non CE KAu pRELIMINPRY ONLY GN Eo III.SIFIFIR DESIGN W wxofebNmY ROI3 IF THIS - D NET FEE THEN DFSENINmrosu ITELKEN Murm ysmmlmN murraysm�7h ` RESISION 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0N0 0+80 0+90 1+00 1+10 1+20 SECTION c � 1 REVISED 60% SUBMITTAL SHEET SOUTH HILLS STORAGE TANK SECTIONS 3RD LEVEL STORAGE C-9 .15T, rw eouo TANK REPLACEMENT IF 1211 1 'FERN I GALL m, 711-1 15 or X 0°0 000 EX'SI STORAGE TANK NO. 1 0.58 MG 98'iN5i0E DIA STORAGE TANK NO. 3 990 67INSIDE DIA 990 ._ _". _ --J• EXIST STORAGE T ANK NO.I OF - 983.75 9e0 i� 980 ITS EXIST OR I� 9]0 9]0 SIN _z% FIN GK 960 _ -�`�. VAz� ^ �\�IT /TX EE T`^✓? /IF\\. N - EXIST STORAGE 960 TANK NO FIR=956.]5 950 p u+uu E+yu u+Eu u+su u+4u u+]u u+hu u+N D+au U+9V 1+uo 1+10 1+20 SECTIOE 1 -lDN E Lc-3 Non CE KAu pRELIMINPRY ONLY GN Eo III.SIFIFIR DESIGN W wxofebNmY ROI3 IF THIS - D NET FEE THEN DFSENINmrosu ITELKEN Murm ysmmlmN murraysm�7h ` RESISION 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0N0 0+80 0+90 1+00 1+10 1+20 SECTION c � 1 REVISED 60% SUBMITTAL SHEET SOUTH HILLS STORAGE TANK SECTIONS 3RD LEVEL STORAGE C-9 .15T, rw eouo TANK REPLACEMENT IF 1211 1 'FERN I GALL m, 711-1 15 or X 12` MILK, H) COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF MAX DENSITY PER AASHTO T-99 OVER MIMFI 50OX GEOTEXTILE OR APPVD EQ COMPACTED SUBGRADE (UNDISTURBED NATIVE MATERIAL), COMPACITO 90% OF MAX DENSITY PER AASHUO T-99, SEE NOTE 1 NOTE: I. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. GRAVEL SURFACING SECTION �1 SCALE: NTS SHELL 10' 51SLp�ga 6" THF CONE PAD, SEE NOTE 2 �:. /.h X ....0 .�F.u: COMPACTED SUBGRADE 6" HER, %^-0 COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT (UNDISTURBED NATIVE MATERIAL), LEAST 95% OF MAX DENSITY PER COMPACT TD 90%OF MAX DENSITY AASHTO T-99 OVER MIME 50OX PER MENTOR T-99, SEE NOTE GEOTEXTRE OR APPVD EQ NOTES: 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 2. CONCRETE SHALL ATTAIN A MINIMUM COMPRE55IVE STRENGTH OF 4,000 PSI IN 28 DAYS. ALL CONCRETE SHALL CONTAIN S% (1%l) AIR ENTRAINMENT. SLUMP SHALL BE 1" TO 4'. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. PAD SHALL INCLUDE 45 BARS AT 12" ON CENTER EACH WAY, MINIMUM. DFTAT. AND PLACE ACCORDING TO ACI MANUAL SP -66. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 2" FOR HAMS AND 3" WHEN PLACED AGAINST EARTH. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2'-0" AT CORNERS AND WALL INTERSECTIONS. 3. THIS DETAIL 15 TYPICAL FOR THE CONCRETE PADS ADJACENT TO THE RESERVOIR. SEE DETAIL 4 THIS SHEET FOR RINGWALL SUBGRADE AND FOUNDATION CONSTRUCTION. TYPICAL CONCRETE PAD ADJACENT TO TANK SCALE: NT5 TANK SHELL, 2' THKDENSE HMAC, LEVEL BAS - 1)RUSH OPEN GRADED INFERIOR DENSE GRADED TANK BASE CRUSHED DRAIN ROCK 6" REVEAL - W/ PG 69-22 BINDER IYn" GROUT i 1" CHAMFER I SLP -2% FERMI IRON PVDGEOTEXTELE FABRIC OR APPVD EQ SII o °°aOrSci QY D o C5 �� 4^ HOPE PERF PIPE WE O 2 T Q�,jpl D a � (�� O U}E,�00� C� - "DRAIN GUARD" FILTETE R `UUO�� 12, COVER, N12 WT IB BY ✓/./G/// O p �Qc�OM �j °� C`"�9o�q�1`p0�0 ADS OR APPVD EQ, 1.0Wo LK RUN O ��O ll FRENCH DRAIN SECTION is1 24" TER, -0 COMPACTED \ \ OGO �< DCl}.� ODO°C OJ SCALE HIS END SE CRUSHED QUARRY ROCK ✓// Tn O 5�,✓ /�//" AT LE AST 95REA %OFCFEDX DRY/\�Oe /� 3J0 1n "Ih�O/}Q-,Ya OVER MIRAF[SOOXDEN E SHTOT99 1 VA//� tf� p - OtJ"Dn� OD C 6�VA/�� CRUSHED QUARRYROCK COMPACTED 5'-D° Q NOTES GEOTEXTILE OR APPVD EQ/l"OOOOCO'4�/ BASE, COMPACTED TO AT LEAST \\\ OU o° Oo0 O \\ 95%, OF MAX DRY DENSITY PER 3'-0^ 1•-0^ L• -a^ 9" DIA FREE 5,NCH DRAIrv, /j - Ol/j / 1. BOTTOM SLOPE CONE DINGWALL FOOTING HIS BUFF\\/ A �\\/�\/" 500X GEOTAASETO EXTILE 00.9 OVER AFVD EQ 2%H OF M.. TO BE SUP VARIES 3:T SIA 3.1 SEE STRUCT SPITE /,/ .: \- COMPACTED SUBGRADE(SELECT 2.SWALE SHALL 5� NATIVE MATERIAL), COMPAQTO BE FULLY 90% OF MAX DENSITY PER VEGEEATED WITH -� 1 NOTES: AASHTO T-99, SEE NOTE I ALLSPEVEGETATED OEAIA'' YE j� 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GE-0TECHNICAL ESIABLISHED/�F �iA Y� F�YA�YV�F - ENGINEER. PRIOR TO FINAL �%V/�0 M -M'< W INSPECIIpN. o>/;.�TVA TV/� OFTHE TANK RINGWALL AND SUBGRADE (AND WITHIN THE 2.THS DELIMITSANDFOUNDTION TRENCH BACKFILL TpP50IL, LMIRAM 500X PLPARATION. - RINGWALL LS) AND FOUNDATION PREPARATION. 3.F00.NATIVE SEE SPECS SEED MIX, SEE OR APPVD EQ SPECS, RINGWALL FOUNDATION 4 TEN, LEVEL 3, 1" GRASS -LINED SWALE �1 - SCALE: NIS DENSE GRNDED SCALE'. NT5 TANK SHELL VARIES, 12MIN, 15' TYP 6' RINGWALL EXPOSURE SLP VARIES, 2% MIN COMPACTED SUBGRME (SELECT NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSELY PER AASHTO T-99, SEE NOTE 1 NOTES 12'• THK, iC-0 COMPACTED CRUSI PER QUARRY ROCK, COMPACT ED l O AT LEAST 9h% OF MAX DENSITY PER AASHTO T-99 OVER MIRAF1500X GEOTEXTRE OR APPVD 6Q 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 2. THIS DETAIL IS TYPICAL FOR THE GRAVEL ROADWAY AROUND I HE TANK. SEE DETAIL 4 THIS SHEET FOR RINGWALL SUBGRADE AND FOUNDATION CONSTRUCT ON. TYPICAL GRAVEL ROADWAY SECTION AROUND TANK i1 SCALE NTS CLASS'B' PAVEMENT GRANULAR 1D.E11.1..RYQN10 RESTORATION AND RCLASS EETORB" TRENCH GRANULAR BACKFILL TRENCH BACKFILL 1 RESPIRED D or, oR nDFmmsn r4 THK HMAC, OR / MATCH EXIST OO TEN, LEVEL 3, 1" DENSE GRNDED PG CIVIL DETAILS - 1 4 6L22 BINDER v FHY 3/4'-D' CR BFILL .� \ roHINGR W PIPE NE RED I BE DI WATERLINE O£ 1 �312� CND 1i rl�f "4^O.C. Ii W_ lfYl NOTES 1. REFER TO SUB STD BET W1.17 FOR TYP TRENCH SECTIONS. THIS DET SHALL SUPERSEDE SUB SITE DET DURING CON FISCTS, IF ANY. SYMBOL SURFACE RESORATION REQUIREMENTS Z BACKFILL WITH CIA55 B' GRANULAR MATERIAL TO FINISH GRADE 2L RFPI ACF AC PAVEMENT, MATCH EXISTING THICKNESS, 4" MIN, FINISH TRENCH SURFACE TO MATCH ORIGINAL CON HOURS. BACKRLL REQUIREMENTS OlFURNISH A, INSTALL CLA55'e' BEDDING, PIPE ZONE &TRENCH BACKFILL COMPACTED TO 95% OF MARK DENSITY PER RASHID T-99. O2 FURNISH& INSTALL CLASS -B, BEDDING AND PIPE ZONE BACKFILL COMPACTED TO 95% OF MAX DENSITY PER A0.SHTO 1-99. PIPE TRENCH DETAIL WITH CONDUITS SCALE. NTS REVISED 60% SUBMITTAL rvOnCE CAU 1D.E11.1..RYQN10 eEr 1 RESPIRED D or, oR nDFmmsn SOUTH HILLS CIVIL DETAILS - 1 PLAN DBRFN mn 3RD LEVEL STORAGE CIO BAY P -DI OFF murraysmirth TANK REPLACEMENT 'HER MRAM BE wecze0 MNnz m sml - ernmenoa xmurvwwa acro sCAl ....._m 10017 NO. DATE BY REVISION NO. SSHD E. -1 1111 17 of X END, GATE, OR CORNER POST - TOP RAIL FABRIC BAND BRACE RAIL TO ROD TNISIED & BARBED SELVAGE 'SEE SPECS FOR MORE INFORMATION 12" DIA PVC SLC — W HERE FENCE POSTS ARE INSTALLED BEHIND RETAINING WALL POST SIZE, EE SPECS FENCE NOTES 12" DIA 1. BARBED WIRE CLIMB BARRIER PRESSED STEEL SUPPORTS SHALL FACE AWAY FROM THE SITE AT 45° ANGLE, TRANSITION TO VERTICAL WIRE SUPPORT AT GATE LOCATIONS. 2. TENSION WIRES ARE NOT ALLOWED IN PLACE OF TDP OR BOTR)M RAILS. 3. PROVIDE TRUSS RODS AND CROSS-RRACING TENSION WIRES IN ACCORDANCE WITH SOOT STANDARDS. 4. LAYOUT AND INSTALL FENCE P095 TO MAINTAIN MAXIMUM 2" SPACE BETWEEN BOTTOM OF FENCE AND GROUND SURFACE. FENCE FOOTING s SLATE: NTS FOR SIZE, SEE SPECS, TyVI5TE0 &BARBED SELVAGE P 0,. 0 EEVES CHAIN LINK FABRIC BRACE RAIL BOTTOM 1 NA L ° 2" MIN, LINE POSTr FOR TOP S ", SEE SPECS CHAIN SCALE: NTS C-3 LINK FENCE %11 PYROX G -IU INSULATING WASHERS, POP UNPROTECTED PIPELINE NOTES PULL POST W/ EXTENSION STL WASHERS, W/ OVERSIZED ID, TEP THREE STRAND PRESSED STL BARBED WIRE CLIM SUPPORT, SEE BARRIER, SEE SPEC FENCE NOTE 1 TOP MIL BAR PYROX G-1D INSULATING SLV, LENGm TO EXTEND INTO THE STT WASHER ON EA SIDE OF EEG FULL FACE STD INSULATED GASKET YPROTECTED PIPELINE EEG, TOP FOR BURIED PIPES, TAPE WRAP CIRCUMFERENCE OF FLANGE W/ 3 WRAPS 20 MIL PVC TAPE 1. FOR BURIED OR INSULATING FLANGE INSTALLATION, 00 NOT INSTAL I INSULATING WASHER ON PROTECTED SIDE OF INSULATING FLANGE. 2. COAT BURIED INSULATING FLANGES WI I H COLD APPLIED COAL TAR MASTIC AFTER ASSEMBLING 301ST AND WRAP WITH A BUT'L RUBBER ADHESIVE, POLYETHYLENE BACKED TAPE. INSULATED FLANGE 4 SCALE: N TOPHINGE (180° SWIM NOTES: 1. FURNISH AND INSTALL 6'-0" CHAIN LINK FABRIC WITH 1'-0" BARBED WIRE BARRIER AT TAX WIRE LOT PERIMETER FENCING. 2. FURNISH AND INSTALL T-0" CHAIN LINK FABRIC WITH P-0" BARBED WIRE BARRIER AT - RESERVOIR SITE. BOTTOM HIP 3. FURNISH AND INSTALL KNOX F180'SWIN, BOX PADLOCK TO MEET FIRE POST SIZE, DEPARTMENT REQUIREMENTS AT SPECS, TYP -� ALLGATEENIMNCES. MOUNTAS DI RELIED BY FIRE DEPARTMENT ON-SITE. CHAIN LINK GATE %1 SCALE: HIS C-3 MATERIAL LIST Ol R'• CLASS SD DI PIPE, RESTR O 8" GALV SHE 5CHED 40 VEST PIPE W/ 2 SHORT RADIUS 90° BENDS, WELDED O3 B" GALV SIT SCHED STD PIPE W/ Yn" THK END CAP (WELDED), VENT TO INCLUBE APPROX 36 - 1" DIA HOLES ATAPPROX <' SPACING ON PIPE SECTION & END CAP, TACK WELD e' 20 GAUGE GALV WIRE MESH INSIDE /� PERFORATED PIPE 04 ISOLATIONJOINT, SEEINSUL FIG DET, THIS SHT <TO FOLLOW> 1. ALL PIPE AND IT IINGS SHALL BE RF5TRATNED. 2. VERIFY LOCATION OF GOOSENECK WITH ENGINEER. 3. HOT DIP GALVANIZE ALL STEEL PARTS AFTER FABRICATION. GOOSENECK ASSEMBLY NT NOTICE RAN PRELIMINARY ONLY DEFIGER BABN Orvftbma@ ry 22Nta IF THM BAR DOES EN DD �u —amv— MmmrtaYsmmifh murraysm�rth `. SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT ULTRA BLOCK WALL �1 SCALE: NTS REVISED 60% SUBMITTAL CIVIL DETAILS - 3 JRFLI C-12 19 of X . �o wrrr aw `o`2uii"wa me m��rwvnr.s �% i wm..rsruxc.ux m. wrrc wxr — wu>E .gym. 'sL y rwa��mmunars r�-�wanear ILW w. w, a� W1.16 mmrrnnanxme :r..w�� �a.rims.nn urromxmwarswwm � �.rr�r..Ron: wzmzum®m.me aaw mvwan spry PRE�uuw�A ns.�gW [p ory Coc xn� LZJ l ftM.y 2022 y � A.awr>a awi uf.mm n wzmawm cnece Eo � rvmrosA. 5 RIP aI 4 el n @}yI 1• _ LI•%I 1 3l 3 E 3 1 Q uwewamswuno w� wauxrrs nrma xu aw. wwoe v �wr. r �mv maw wcm im�aaMz a`°`arr�m�"46'umx `µ `� �rw'.im�w`v`nrco+.wswa w evr rzaxrc�w: aw t .w�.m v.� ww� w rz mm"'marm'"r"'Ew.oe°'rs�O6 ©mmu w ru�i mua�. ®u.,k:eaoar.6..w r mmrrnnanxme :r..w�� �a.rims.nn urromxmwarswwm � �.rr�r..Ron: wzmzum®m.me aaw mvwan Nonce spry PRE�uuw�A ns.�gW [p ory Coc xn� LZJ l ftM.y 2022 y � A.awr>a awi uf.mm n wzmawm cnece Eo � rvmrosA. 5 4 el n @}yI 1• 1 3l 3 E 3 1 Q uwewamswuno w� wauxrrs nrma xu aw. wwoe v �wr. r �mv maw wcm im�aaMz a`°`arr�m�"46'umx `µ `� �rw'.im�w`v`nrco+.wswa w evr rzaxrc�w: aw t .w�.m v.� ww� w rz mm"'marm'"r"'Ew.oe°'rs�O6 ©mmu w ru�i mua�. Nonce spry PRE�uuw�A ns.�gW [p ory Coc xn� LZJ l ftM.y 2022 y � A.awr>a awi uf.mm n wzmawm cnece Eo murrarsmtN rvmrosA. namwenvmv m. O p"mw w1ae.1 murraysm►rth7!0 SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT swonrnnPxxore :r.�ww =w.r.��a'r�..ow.w c^mar iwaw<. a.ruz rmrwera rom wrw w+nmc mrr�arm m �r wa rve usw:twn �m mmm�Rame�src�iim¢�r �rr�wr REVISED 60% SUBMITTAL STANDARD DETAILS - 1 C-13 M=v zma 19 of x r� l y � A.awr>a awi uf.mm n wzmawm namwenvmv m. O p"mw w1ae.1 murraysm►rth7!0 SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT swonrnnPxxore :r.�ww =w.r.��a'r�..ow.w c^mar iwaw<. a.ruz rmrwera rom wrw w+nmc mrr�arm m �r wa rve usw:twn �m mmm�Rame�src�iim¢�r �rr�wr REVISED 60% SUBMITTAL STANDARD DETAILS - 1 C-13 M=v zma 19 of x SECTION n-4 SECTION B- B B DOOR - TYPE D MEA COEEYPEISN �Ml=Swomom NilOLE i-�- la^ � °om ue e r�E I 1I 4-E fRWE 4-E GPATLf1YR l) km O CE �N IFII IS PRELIMINARY ONLY OEmwF° [Y 3,A mumu OE 2@2 via � A '��/ / r• m� —1�— cx o Murta M rvCTTCs.l r�E I 1I 4-E fRWE 4-E GPATLf1YR l) km O CE �N IFII IS PRELIMINARY ONLY OEmwF° [Y mumu OE 2@2 via � A '��/ / r• m� l cx o r�E I 1I 4-E fRWE 4-E GPATLf1YR l) km O CE �N IFII IS PRELIMINARY ONLY OEmwF° ow orvoFebrvary mumu OE 2@2 via � A '��/ / r• m� cx o Murta M rvCTTCs.l murraysmilh� SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT REVISED 60% SUBMITTAL STANDARD DETAILS -2 1C-14 3a of IFII IS II ` xa mumu Ew swv�z l xl via � A '��/ / r• m� .. eNi F. ulk NC SCALE .www AREA p0.eN d-11 REVISED 60% SUBMITTAL STANDARD DETAILS -2 1C-14 3a of Ell 60% SUBMITTAL SITE PLAN \N SCALE: NTS SPRINGFIELD UTILITY BOARD SOUTH HILLS PUMP STATION NEWS'X7' VAULT INOTE s) LEGEND: DRAWING LIST - NEWS X7' IST: 101 SITE PLAN E02 ONE -LINE DIAGRAM E03 CONDUIT PIAN EN CONDUIT Cl PAUL SCH PEDALS E05 GROUNDING PIAN E06 GROUNDING DETAILS E07 LIGHTING PLAN EBB CONTROL ROOM MCC ELEVATION E09 GENERATOR& ATS INTERCONNECTION DIAGRAM E10 SEISMIC VAULT PIAN ICT PLCI ENCLOSURE LAYOUT ICE PLOT ENCLOSURE TERMINAL YOUT U AS LOT ENCLOSURE MCH EMAAC IC4 PLCI DC INPUTS Ics P¢1 DC IN PUTS ICE PLQ DC OUTPUTS IO PLCI ANALOG INPUTS ITS VFD CONTROL WIRING INTERCONNECTION IA DGRAM IC9 NETWORK DIAGRAM ICSD PROCESS AND INSTRUMENTATION DIAGRAM NEWTX7' VAT (NOTE 5) I UNDERGROUND CONDUIT SURFACE CONDUIT GENERAL NOTES: 1, SEE DRAWING E04 FOR CONDUIT SCHEDULE. 2. PRIMARY POWER AND FIBER DUCTS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. CONDUCTOR INSTALLATION AND TERMINATION BY SUB. SEE CIVIL FOR INSTALLATION METHOD. 3. MINIMUM 10'0" OFF OF 5TORAGE TANK FOOTING. INCLUDE CAUTION TAPE AND LOCATE WIRE. 4, STUB UP NEAR ACCESS FENCE. COORDINATE LOCATION WITH OWNER. 5. VAULTS FURNISHED BY OWNER, INSTALLED BY CONTRACTOR 6. SEE OVI L DRAWINGS FOR REMAIN ING VAU LT AND DUCT INSI ALLAI ION REQUIREMENTS. 7. VAULT PENETRATIONS SHALL BE MADE WITH GRC USING PERMANENT, ELAITOM ER SEALING SYSTEM. B. CORA DFICTIONAL UTI LILY POWER AND FI BER DETAILS, REFER TO THE CONTRACTOR DRAWINGS FOR SUB WORK ORDER 119044. 9. NEW LED FLOODLIGHTS. ONE FIXTURE PER POLE, MOUNTED AT TOP OF 12 FOOT POLE, ANGLED DOWNWARD TOWARD STORAGE TAN K LADDER ENTRANCE. E-1 ITT v INARDMENi 1 SEISMIC VALVE -IF. ARECTITHODICPROTFCTION AUST EKHPANEL " CONTHOLLEH FIERS FAN �\ E%4 CATHODIC PROTECTION RECTIFIER3 GFCI 5 12 9 EPLC 2 2 2 a� L Po�� L Pf•' u; 3' 1 KSS K 10 EXT. LIG CD EX5 GFCIO III mmE - GFCI MCC_K22K16 'KOfiSTOBAGf TS LIGHT Frwc�i 5 5 —� I C cr'1 ATS 3 L it 13 5 GFCI 4 FROM E%1 LIGHTING R CESSED 4 CONTACTORI yq MASONRY Q EDX WITH KEYPAD �IL LIGHTING PLAN a r A' I SCALE: 3/9' -1 0' EXTERIOR LIGHTING CONTROL SCHEMATIC 600/a SUBMITTAL STORAGE TANK LIGHTING CONTROL SCHEMATIC CO. 911 FROM UP l GENERATOR AREA LIGHTS ONN�OFF Exfi 0 GENERATOR AREA LIGHTING CONTROL SCHEMATIC O EQUIPMENT MATERIAL LIST: ITEM CITY DESCRIPTION REFERENCE ONIU00R LUMINAIRE, WALL MOUNTED LED LED IONIATWRS LED 1 6 FIXTURE, 38W PB 40K MVOLT DUB ISO 2. ALL CONDUCTORS USED FOR LIGHTING AND GENERAL PURPOSEPOWER F LED LUMINAIRE, INTERIOR LIGHTING, SHALLBEETPANDED COPPER TYPETHWN, MINIMUM SIZE #12 AWG. #10 Q MULTIVOLT, 70 WATT LAMPS, 120V, 8 -FOOT RAR LIGHPNG 2 8 FIXTURE; 2 HANGERSAND BRACKF6 Q 6 a SHARKB-]B\NNW/U10 REQUIRED PER FIXTURE TO BE ORDERED a z SEPARATELY �s EMERGENCY LIGHTING LUMINAIRE, L= SELF-CONTAINED EXIT/EMERGENCY LIGHT 2 3 1 WITH NICKEL- CADMIUM BATTERY, LED SIGN I A OTHONLIGHTING MODEL H LAMPS AND TWO 5.4W KRYPTON GREBE ENCY LHQM3N 0 USMPS, 3.3W O LIGHT TOGGI E SWITCH, INTERIOR LIGHTS, HUBBELL 4 1 SINGLE POLE, TWO POSITION, 20 -AMP. CSS120GY 5 5 RECEPTACLES, G FCIL DUPLEX, 20 AMP, HUBBELL 10 LEGEND SURFACE MOUNTED. GFR5361SGGY EXIT LIGHTING CONTACTOR, 140V AC COIL, 3 -POLES ALLEN READ EY B L MAGNETICALLY LATCHED. COELC30OAl FINISHED FLOUR. NOT USED URPVIINC NUMBER ,� WALL MOUNTED OUTDOOR LIGHT 3- POSITION SELECTOR SWITCH, ALLEN BRADLEY 8 1 HAND-OFF AUTO BOOTJ2A WORKSHOP SUSPENDED ELECTRIC UNIT 9 1 HEATER, 30, 480V, 12.5KW WITH BUILT IN 24V CHROMALO% CHROM-03- CONTROL TRANSFORMER HEN 12- 30-0-D-FI0-P-0 30 2 2 POSITION SELECTOR SWITCH, ON-OFF ALLEN BRADLEY SEGI PUSHBUTTON ENCLOSURE, 4 -HOLES, TYPE ALLEN BRADLEY 11 1 4/4X/12/13, 30.SMM SDAU BH14C WALL BOUT I ROOM THERMOSTAT, 40 ETD CHROMALOX 12 2 100F WCRTIW 19 1 30%30%B SECURITY PANEL HOFFMAN PT OUNCE CSW 0308 WITH CP3030 BACK PANEL PHOTO CELL, HEAVY DUTY, ADIDSTABLE INTERMATIC 14 1 SENSITIVITY, WEATHER RESISTANT K4141C 11 j 1 2- POSITION IN ICONS SwrtCH, ONAUTOeaALoT-HLEN-2ABRABIG' GENERAL NOTES: 1. ALL CONDUIT FOR LIGHTING AND GEN ERAL PURPOSE POWER SHALL BE RIGID GALVANIZED STEEL(RGSI UNLESS OTHERWI5E NOTED. Z O 2. ALL CONDUCTORS USED FOR LIGHTING AND GENERAL PURPOSEPOWER F SHALLBEETPANDED COPPER TYPETHWN, MINIMUM SIZE #12 AWG. #10 Q WIRE SHALLBE USED FOR ALL CIRCUITS SOURCED FROM 30 AMP N Z CIRCUIT BREAKERS. Q 6 a 3. RESERVOIR LIGHTS ADDED AT FUTURE DATE. KEYED NOTES: a z �s x L= CON NECTED TO UNSWITCHED LEG OF LIG HTING CIRCUIT 2 H 10 SURFACE MOUNT TO CEILING TYPICAL 0 O UO )(3J� I OCATED ON THE WALL NEXT TO THE INTERIOR LIGHTING SWITCH 8 � EXTERIOR LIGHTSSHALL NOT BEMOUNTED MORE THAN 12 FT ABOVE GM UE. 10 LEGEND io. EXIT BATTERY BACKUP EMERGENCY EXITSIGN&LIGHT 120V, 211A DUPLEX RECEPTACLE. MOUNT IN CAST BOX WITH METAL FACE PLATE IN ALL PROCESS AREAS. MOUNTATa18" ABOVE FINISHED FLOUR. URPVIINC NUMBER ,� WALL MOUNTED OUTDOOR LIGHT INTERIOR LIG HIS of X