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Plan, Final APPLICANT 9/29/2020
m.mg.,EEPxa PMn�EPP�,m.. ga LAND USE xem.iu smx.Ro 11PELE oNcriox. m�:»un.�.E��oo REVIEW SET —ET LEE...m csEurecwixc. is LESS mPn Ex.E OR Pp SSQEM ucax MNSi L,71ON xecwmwceomres suwrxixrocmwwv.V Lx 01 OR SMATER gP—Ep -R. o s<IxG,xEEE.o LAND USE xem.iu smx.Ro 11PELE oNcriox. m�:»un.�.E��oo REVIEW SET —ET LEE...m csEurecwixc. is NOTFOR ucax MNSi L,71ON xecwmwceomres suwrxixrocmwwv.V SOUTH HILLS S SPRINGFIELD UTILITY BOARD 4TH LEVEL RESERVOIR SEPTEMBER 2020 GNDREX OF DRAWINGS COVER / _ MAP/LOON MAP/IDEXOF DRAWINGS 49 E-1 ELECTRICAL SUE TRIC L LSPR R S E T VOLUME 2 OF 2 2 G2 SYMBOLSq DIII LEGEND 50 E-2 ONE -LUNE 3 G-3 ABBREVIATIONS 51 5 l � McKenzie River 1 L 'q T -!�� '`-� 1 I/;it 1 J I L' 334=n�I r SPRINGFIELD r� W 'l W 1�MAIN ST T,11.3 l i is i 7� V A' UGB Cm, Yye9 L LIMT — SI `� W]l/dTelyp K 13ef� l \� PROJECT LOCATION e VICINITY MAP SCALE: 1"=5,000' murraysmith� Up 888 SW STH AVENUE, SUITE 1170 o L PORTUNI), OREGON 97204 P 503.225.9010 V 4 G-4 GENERAL NOTES 52 E-4 CABLE AND CONDUIT SCHEDULE 5 ESC -1 EROSION &SEDIMENT CONTROL NOTES &DETARS 6 ESC -2 EROSION. SEDIMENT CONTROL RESERVOIR SITE 2 ESC -3 EROSION B SEDIMENT CONTROL ROADWAY & PIPING CIVIL 8 Gl EXISTING CONDITIONS, SURVEY COND104 AND TREE REMOVAL PIAN 9 C-2 OVERALL SUE LAYOUT PUN 10 C-3 57E AND GRADING PIAN Il C-4 ACCESS ROAD GRADING PUN 12 C-5 ACCESS ROAD PROFILE 13 C-6 SITE PIPING AND DRAINAGE PUN 14 C-7 DRAINAGE PIPING PROFILE 15 C -B RESERVOIR SECTIONS 16 C-9 WATERLINE PIAN 12 C-lO WATERLINE PROFILE IB C-11 LEVEL SPREADER PUN AND DETAILS 19 C-12 ACCESS ROAD TYPICAL SECTIONS 20 C-13 RETAINING ALL PIAN & PROFILE 21 C-14 RETAINING WALL B,PUN & PROFILE 22 C-15 CIVIL DETAILS -1 23 C-]6 CNIL DETAILS -2 24 C -ll CIVIL DETARS-3 25 C-18 s 66TH PLACE IfITLm PUN 26 C-19 STANDARD DETAILS 1 27 C-26 STANDARD BFULT -2 ARCHITECTURAL 28A-1 TELEMETRY BUILDING PIAN AND ELEVATIONS 29 A-2 TELEMETRY BUILDING ARCHITECTURAL DETAILS -1 3O A-3 TELEMETRY BUILDING ARCHITECTURAL DETAILS -2 STRUCTURAL 31 s-1 GENERAL STRUCTURAL NOTES 32 5-2 GENERAL STRUCTURAL NOTES QUALITY ASSURANCE 33 5-3 GENERAL STRUCTURAL NOTES QUALITY ASSURANCE 34 5-4 RESERVOIR FOUNDATION PUN AND SECTION 35 S-5 RESERVOIR STRUCTURAL DETAILS FOUNDATION AND ANCHORAGE DETAILS 36 s-6 RESERVOIR STRUCTURAL DETAILS 37 S-7 RESERVOIR STRUCTURAL DETAILS 38 5-8 TELEMETRY BUILDING PIANS AND SECTIONS 39 5-9 TELEMETRY BUILDING CMU DETAILS 40 S-30 TELEMETRY BUILOING STRUCTURAL DETAILS MECHANICAL 41 M -I RESERVOIR FLOOR PIAN AND ELEVATION 42 M-2 RESERVOIR PIPING DETAILS 43 M-3 RESERVOIR INLET MIXING SYSTEM 94 M-4 RESERVOIR [ADDER & ACCESS DETAILS 45 M-5 RESERVOIR MISCELUNEOUS DETAILS 46 M-6 SEISMIC VALVE VAULT PLAN&SECTIONS 47 M-7 SEISMIC VALVE VAULT GUARDRAIL 48 M-8 TELEMETRY BUILDING HVAC PUN 53 E-5 GROUNDING PLAN 54 E-6 LIGHTING PIAN 55 E-7 TELEMETRY BUILDING ELEVATIONS 56 E-8 SEISMIC VALVE VAULT PIAN 9 E-9 PLCI ENCLOSURE LAYOUT 58 E-10 PLCI ENCLOSURE TERMINAL STRIP DETAILS 59 E-11 LC ENCLOSURE CONTROL SCHEMATIC 60 E-12 PLCI ENCLOSURE DC INPUTS 61 E-13 PLCI ENCLOSURE DC INPUTS 62 E-14 PLCI ENCLOSURE Be OUTPUTS 63 E-15 PLCS ENCLOSURE ANALOG INPUTS 64 E-16 NETWORK DIAGRAM INSTRUMENTATION AND CONTROL 65 I-1 PROCESS AND INSTRUMENTATION DIAGRAM rl F1 L, r- T 1 I rz6 `a FERNHILL LCOp PROPOSED ''--,`. ,a N�FourrH'^oa SITE ACCESS ROAD ISA, ��J� 1vY5T -I 7 i PROJECTCA LOCATION �/` �' Y —L Lr_1 IT —�l 5KIN j1 \ UP CIIV LIMITS _– – – PROPOSED RESERVOIR. R LOCATION MAP SCALE ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY i{TIOW WM1]PS `eluW. OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER Call before youEi, ISSo3-246-6699.1 11,2621 PIPE SYMBOLS PLANT SCHEMATIC WELDED JOINT PINCER JOINT GROOVED END JOINT �J H MECHANICAL JOINT 1 [ E PUSH -ON JOINT(RUBBER GASKET) —•' FLANGED COUPLING ADAPTER DOUBLE BALL FLEXIBLE EXTENSION COUPLING FLEXIBLE COUPLING W/THRUST RING D ELBOW UP p ELBOW DOWN TEE UP j� TEE DOWN '�YJRll��• �I LATERAL UP LATERAL DOWN CONCENTRIC REDUCER �I ECCENTRIC REDUCER —tiles UNION BIINO FLANGE H CAP LONG SLEEVE •--tlMNI— {'M FLEXIBLE COUPLING CAPPED END OR PLUGGED END FITTING SECTION AND DETAIL DESIGNATIONS SECTION DESIGNATIONS DETAIL DESIGNATIONS ECRON LETTER DETAIL D L DESIGNATION NUMBER SHEET WHERE SECTION SHEET WHERE DETAIL IS SHOWN x IS SHOWN I SECTION LETTER DETAIL DESIGNATION SECTION A DETAIL z NUMBER SCALE: 2 SCALE: 2 SHEET FROM WHICH DFROM WHICH SECTIONSEION WAS TAKEN * DETAIL WAS TAKEN * NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. NOTICE KAU PROPOSED DESIGNER _BAB IB"W —1TDIW— XAWN PILE E —E— LA ,JG 4G TELEPHONE(TELEMETRY nor To saHE —T— TOPOGRAPHIC LEGEND DRAINAGE DUCH - EXISTING PROPOSED WATERLINE IB"W —1TDIW— ELECTRICITY E —E— LA ,JG 4G TELEPHONE(TELEMETRY T —T— CABLE TELEVISION CAN —CAN— SANITARY SEWER ONE 8"S5- 8"SS SANITARY SEWER FORCE MAIN AFM —6'FM— STORM DRAIN B"SO —8"S— CULVERT ---- - _- ---tJ� ABANDON PIPE {{....- DRAINAGE DUCH - ------- ---- - FENCE -- + � CHAIN LINK FENCE ., �I�Lp xT INII�I =� WR�im—' ��- TEMPORARY SILT FENCE SP SOP ON JOINT PIPE GUARDRAIL --D3`-- ROCK WALL THOVOUSH LME (Yl'YWWI CENTERLINE ------- EASEMENT/PROPERTY LINE RIGHT-OF-WAY ---tJ� EDGE OF PAVEMEM/AC EDGE OF GRAVEL - 6JkLz%e::""�:1 EL CURB ISI� SIDEWALK S/W STRUCTURE OR FACILITY 0 0 CONTOUR MINOR .----- CONTOUR MAJOR �. -ZOO- �200- MANHOLE Q • CUEAN-OUT O O CATCH BASIN/FIELD INLET O THRUST BLOCK t1 VALVE 8 B NR IWEMON ASSEMBLY -o O TEMPORARY BLOW -OFF ASSEMBLY MISCELLANEOUS PIPING SYMBOLS AIR RELEASE ASSEMBLY FIRE HYDRANT ASSEM SLY 1T L WATER METER ® g PULL BOXOUNCTION BOX -F UTILITY POLE O GUY WIRE LIGHT POST q GEOTECHNICAL BORING OR TEST PIT i SIGN T BENCHMARK TREE DECIDUOUS a TREE CONIFEROUS TREE TO BE REMOVED tX SURFACE ELEVATION + 116.63 ♦ 176,60 murraysmilh� VALVE SYMBOLS PLANT SCHEMATIC SIGMGIASS -- + � BUTTERFLY VALVE ., �I�Lp xT INII�I =� WR�im—' ��- GATE VALVE SP SOP ON JOINT PIPE GLOBE VALVE --D3`-- BALL VALVE BALANCING VALVE DIAPHRAGM VALVE PWG VALVE (TDP) PLUG VALVE (SIDE) ---tJ� 3 -WAY PLUG VALVE SWING CHECK VALVE DOUBLE CHECK ASSEMBLY ISI� BALL SWING CHECK EILEM CHECK VALVE PRESSURE REDUCING VALVE ALTITUDE CONTROL VALVE SOLENOID VALVE RELIEF VALVE p— NEEDLE VALVE HOSE VALVE REDUCED PRESSURE MCKELOW P0.EVENTER W/GATE VALVES O HOSE BIBS MISCELLANEOUS PIPING SYMBOLS '—I1— STRAINER ® SIGMGIASS PRESSURE GAUGE W/COCK V PRESSURE SWITCH -/COCK �M METER SP SOP ON JOINT PIPE FSPR SET O RESTRAINED JOINT PIPE SOUTH HILLSI SYMBOLS AND LEGEND 4TH LEVEL G-2 RESERVOIR 2 of 65 v AT CONN CONNECTION FT FEET/FOOT ARGUED AMERICAN ASSOCA70N OF STATE CONST CONSTRUCTION FTG FEELING OWL HIGHWAY& TRANSPORTATION OFFICIALS CONT CONTINUOUS/CONTINUATION PUT FUTURE AB ANCHOR BOLT CONTR CONTRACT (OR) FXTR FIXTURE ABAN(D) ABANDON (ED) COORD COORDINATE MFR MANUFACTURER ABS ACRYLONITRILE SUFADIENE STYRENE COP COPPER G GAS ABV ABOVE CORP CORPORATION GA GAUGE AC ASPHALTIC CONCRETE CORR CORRUGATED GAL GALLON ACP ASPHALTIC CONCRETE PAVING CP CONTROL POINT GALV GALVANIZED ADI ADJUSTABLE CPLG COUPLING GC GROOVED COUPLING ADIC ADJACENT CPUC CHLORINATED POLYVINYLCHLORIDE GFA GROOVED FLANGE ADAPTER AFF ABOVE FINISHED FLOOR OR CRUSHED ROCK GI GALVANIZED IRON AEG ABOVE FINISHED GRABS CS COMBINED SEWER GIP GALVANIZED IRON PIPE AHR ANCHOR .1 CONCRETE SEWER PIPE GJ GRIP JOINT AL ALUMINUM CT COURT GL GLASS ALL ALTERNATE CTR CENTER GLV GLOBEVALVE AMP AMPERE CU CUBIC ENO GROUND ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CULV CULVERT GPD GALLONS PER DAY APPRO% APPROXIMATE CV CONIROLVALVE ORB GALLONS PER HOUR APPVD APPROVED CW CLOCKWISE/COLD WATER GPM GALLONS PER MINUTE AR4A AMERICAN PUBLIC WORKS ASSOCIATION CY CUBICYARDS GPS GALLONS PER SECOND ARCH ARCHITECTURAL CYL CYLINDER LOCH GR GRADE ARV AIR RELEASE VALVE WS WATER SERVICE GR IN GRADE LINE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS D DRAIN GRTG GRATING ASSN ASSOCIATION DC DIRECT CURRENT GV GATE VALVE ASSY ASSEMBLY DEFL DEFLECTION GRVL GRAVEL ASTM AMERICAN SOCIETY FOR TESTING DET(5) DETAILOO GYP GYPSUM WWTF & MATERIALS UI DIA DUCTILE IRON DIAMETER WWTP WASTEWATER TREATMENT PIAM ATM ATMOSPHERE DIM DIMENSION HE HOSE BIBB AUTO AUTOMATIC DIR DIRECTION HE HOLLOW CORE AUX AUXILIARY DISP DISPENSOR HDPE HIGH DENSITY POLYETHYLENE AVE AVENUE GIST DISTANCE HBR HEADER AVG AVERAGE ON DOWN HOWE HARDWARE A.. AMERICAN WATER WORKS ASSOCIATION DR DRIVE HGR HANGER STEP SEPTIC TANK EFFLUENT PUMPING DS DOWNSPOUT MGT HEIGHT B&5 BELL& SPIGOT DWG DRAWING HH HANDHOLD BC BOLT CIRCE DWI DOWEL HM HOLLOW METAL BD BOARD OVALS DRAIN WASTE AND VENT HMAC HOT MIX ASPHALTIC CONCRETE BETW BETWEEN DWY DRIVEWAY HNDRL HAND RAIL BE BOTH FACE SV SOLENOID VALVE HOA HAND -OFF -AUTO BID BACKFLOW PREVENTION DEVICE EA EACH FOR HAND -OFF -REMOTE BEILL BACKFILL ECC ECCENTRIC HORIZ HORIZONTAL BN BUTTERFLY VALVE EF EACH FACE HP HIGH PRESSURE/HORSEPOWER BHP BRAKE HORSEPOWER EL ELEVATION BIG RIGH PRESSURE GAS BKGD BACKGROUND E. ELBOW MPT HIGH POINT BLDG BUILDING ELEC ENCL ELECTRICAL ENCLOSURE HR HOUR BIN BLOCK EDP EDGE OF PAVEMENT H5B HIGH STRENGTH BOLT BLVD BOULEVARD EPC ELASTOMERIC PIPE CONNECTOR HV HOSE VALVE BM BENCHMARK/BEAM EPOM ETHYLENE PROPYLENE DIENE MONOMER HVAC HEATING, VENTILATION, AIR BMP BEST MANAGEMENT PRACTICE EQ EQUAL CONDITIONING BO BLOW -OFF EQ SP EQUALLY SPACED HWL HIGH WATER LINE BOC BACK OF CURB EQUIP EQUIPMENT HWY HIGHWAY BS A. SIDES ESC EROSION & SEDIMENT CONTROL HYD HYDRANT PONT BASEMENT EW EACH WAY HYDR HYORAWC I, BOTTOM FACE E%C EXCAVATE IST TOP OF STEEL BTU BRITISH THERMAL UNIT EXIST EXISTING IAC INSTRUMENTATION & CONTROL BV BALL VALVE EXIST OR EXISTING GRADE IAW IN ACCORDANCE WITH BW BOTH WAYS/BOTTOM OF WALL EXP EXPANSION ID INSIDE DIAMETER END BT EXPANSION BOLT EXP IT EXPANSION JOINT BE INVERT ELEVATION C CELSIUS ENT EXTERIOR IF INSIDE FACE C TOC CENTER TO CENTER IMFO INTEGRALLY MOLDED RANGED OURET CAB CABINET IMPVT IMPROVEMENT CARV COMBINATION AIR RELEASE VALVE F FAHRENHEIT INCC INCLUDE DO)(ING) CAN CABLE TELEVISION F TO F FACE TO FACE INFL INFLUENT CO CATCH BASIN FAB FABRICATE IN) INJECTION CCF CORROSION CONTROL FACILITY EB FLAT BAR INSIL INSTALLATION /INSTALL CCP CONCRETE CYLINDER PIPE FCA FLANGED COUPLING ADAPTER INSUL INSULATION CCW COUNTER CLOCKWISE FCO FLOOR CLEANOUT INTER INTERCEPTOR CFM CUBIC FEET PER MINUTE ED FLOOR DRAIN IMA INTERIOR CFS CUBIC FEET PER SECOND FON FOUNDATION INV INVERT CHAN CHANNEL FENT FIRE EXTINGUISHER ID IRON PIPE CHEM CHEMICAL FE FAR FACE ITT IRON PIPE THREAD CHER CHAMFER FGL FIBERGLASS IR IRON ROD CHKV CHECK VALVE FH FIRE HYDRANT IRRIG IRRIGATION CI CASTIRON FIN FL FINISH FLOOR CIP CAST IRON PIPE RN GR FINISH GRADE JT JOINT CIPC CAST IN PLACE CONCRETE FIAT FEMALE IRON PIPE THREAD IUNC ]UNCTION CISP CAST IRON SOIL PIPE FITC FITTING C1 CONSTRUCTION JOINT FL FLOOR LINE KPT KICK PLATE CL CENTERLINE FLEX MI%1BLE KVA KILOVOLT AMPERE EI CHLORINE MG FWNGE KW KILOWATT CLG CEILING FILL FLOW LINE K. KEYWAY CLI CONTROL JOINT FLR FLOOR CIA CLEAR FM FORCE MAIN I LENGTH CLSM CONTROLLED LOW STRENGTH MATERIAL CO FIBER OPTIC IAB LABORATORY CMP CORRUGATED METAL PIPE FOC FACE OF CONCRETE LAM LAMINATED CMU CONC RETE MASONRY UNIT FOF FACE OF FINISH LAV LAVATORY CHO CONDUIT FOM FACE OF MASONRY IS POUND CO CLEANOUT FOS FACE OF STUDS LF LIN Ep0. FOOT COL COLUMN FPM FEET PER MINUTE UN LINEAR COMB COMBINATION FPS FEET PER SECOND LNLANE CONE CONCRETE ERP FIBERGLASS REINFORCED PLASTIC LOC LOCATION LONG LONGITUDINAL LP LOW POINT In LOW PRESSURE LNG LARGE IS LONG SLEEVE/LUMP SUM IT LEFT LVL LEVEL OWL LOW WATER LINE MAN MANUAL MAIL MATERIAL MAX MAXIMUM MCC MOTOR CONTROL CENTER MCP MASTER CONTROL PANEL MECH MECHANICAL NET METAL MFR MANUFACTURER .GO MILLION GALLONS PER DAY MH MANHOLE MIN MINIMUM MINT MALE IRON PIPE THREAD MISE MISCELLANEOUS MI MECHANICAL)OINT ML MILLILITER MON MONUMENT/MONOLITHIC MOT MOTOR MP MILEPOST MSL MEAN SEA LE VEL MTD MOUNTED NA NOT APPLICABLE NO NORMALLY CLOSED NF NEAR FACE NIC NOT IN CONTRACT NO/NO. NORMALLY OMEN/ NUMBER NEW NOMINAL NORM NORMAL NPW NON -POTABLE WATER HAS NON -RISING STEM NIS NOT TO SCALE O TO OUT TO OUT OC ON CENTER OD OUTSIDE DIAMETER ODOT OREGON DEPARTMENT OF TRANSPORTATION OF OVERFLOW / OUTSIDE FACE OPNG OPENING Opp OPPOSITE GREG ORIGINAL GVHD OVERHEAD P.E. PROCESS &INSTRUMENTATION DIAGRAM PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PCAC POINT OF CURVATURE ON VERTICAL CURVE PE PLAIN END PERE PERFORATED PERM PERMANENT PERP PERPENDICULAR PG PRESSURE GAUGE PH PIPE HANGER PI POINT OF INTERSECTION PIVC POINT OF INTERSECTION ON VAC VERTICIL CURVE PL PROPERTY LINE/PLATE P. ELASTIC PIECE PLUMBING PNL PANEL POC POINT OF CURVATURE POLY POLYETHYLENE POT POINT OF TANGENCY MR POWER POLE PRC POINT OF REVERSE CURVATURE NBC, PRECAST PREP PREPARATION PRESS PRESSURE PRKG PARKING PROP PROPERTY PRV PRESSURE REDUCING VALVE PS PUMP STATION PRIG POUNDS PER SQUARE INCH GAGE PSE PIPE SLEEVE PSPT PIPE SUPPORT PT POINT/POINT OF TANGENCY PNC POINT OF TANGENCY ON VERTICAL W/ CURVE PV PLUG VALVE PVC POLYVINYL CHLORIDE MAST PAVEMENT PW POTABLE WATER PWR POWER Q, QUANTITY RAD RADIUS UG UNDERGROUND RC REINFORCED CONCRETE UGP UNDERGROUND POWER RCP REINFORCED CONCRETE PIPE UH UNIT HEATER RD ROAD/ROOF BRAIN ON UNION RDCR REDUCER DON UNLESS OTHERWISE NOTED NET REFERENCE U5G5 UNITED STATES GEOLOGIC SURVEY KEINE REINFORCE LEM (ING) (MEW) UV ULTRAVIOLET REQ,. REQUIRED UVF ULTRAVIOLET TRANSMITTANCE RES RESERVOIR „ RESTR RESTRAINED V VENT/VOLT RET RETAINING VAC VACUUM 0.FCA RESTRAINED RANGE COUPLING ADAPTER VB VACUUM BREAKER BAD ROUND VBOX VALVE BOX RO ROUGH OPENING VC VERTICAL CURVE ROW OF R/W RIGHT OF WAY VERT VERTICAL RPBPD REDUCED PRESSURE BACKFLOW VFO VARIABLE FREQUENCY DRIVE PREVENTION DEVICE VOL VOLUME RPM REVOLUTIONS PER MINUTE VCP VITRIFIED CLAY PIPE RR RAILROAD VTR VENT THROUGH ROOF NET REINFORCING STEEL 0.T RIGHT W WATER W/ WITH SALV SALVAGE W/O WITHOUT SAN SANITARY W/W WALL TO WALL SC SOLID CORE WE WATER CLOSET SCHED SCHEDULE WD WOOD SD STORM DRAIN WE WIDE RANGE SILL SADDLE WH WALLHYDRANT SDR STANDARD DIMENSION RATIO WHIR WATER HEATER SECT SECTION WE WROUGHTIRON SHLDR SHOULDER WL WATERLINE SET SHEET WM WATER METER SIM SIMILAR WP WORKING POINT/WATERPROOFING SLP SLOPE WS WATER SERVICE SLV SLEEVE WSDOT WASHINGTON STATE DEPARTMENT SETH SOLUTION OF TRANSPORTATION SP SOIL PIPE/SEWER PIPE µT WEIGH SPCL SPECIAL WT, WATER TREATMENT PLANT SPECS) SPECIFICATION (5) WIRT WATERTIGHT SPG SPACING WWF WELDED WIRE FABRIC SPL SPOOL WWTF WAAEWATENTREATMENT FACILITY SP0.T SUPPORT WWTP WASTEWATER TREATMENT PIAM SQ SQUARE SQ R SQUAREFOOT X SER CROSS SECTION SQIN EQUAREINCH %FMR TRANSFORMER SQ NO SQUAREYARD SS SANITARY SEWER YD YARD DRAIN/YARD SST STAINLESS STEEL YH YARD MYDFUNT ST STREET YR YEAR STA STATION $TO STANDARD ZN ZINC STEP SEPTIC TANK EFFLUENT PUMPING AL STEEL STOR STORAGE SIR STRAIGHT STRUCT STRUCTURE/STRUCTURAL SUB SPRINGFIELD UTILITY BOARD SUBMG SUBMERGED Sul SUCTION SV SOLENOID VALVE S/W SIDEWALK SWD SIDEWATER DEPTH SWGR SWITCHGEAR SYMM SYMMETRICAL SYS SYSTEM TOFTEL TELEPHONE TAN TOP&BOTTOM TAN TANGENCY TB THRUST BLOCK TOM TEMPORARY BENCHMARK TO TOP OF CONCRETE/MR OF CURB TOO TOTAL DYNAMIC HEAD TEMP TEMPERATURE/TEMPORARY T&G TONGUE &GROOVE THK THICKNESS THRD THREADED) THRU THROUGH TOB TOP OF BANK TP TEST PR/TOR OF PAVEMENT/TURNIAG POINT TRANS TRANSITION TSP TRI -SODIUM PHOSPHATE IST TOP OF STEEL TW TOP OF WALVTEMPERED WATER TYP TYPICAL FSPR SET j NOTICE RAU SHOT V DEWAWED Im SOUTH HILLS La ABBREVIATIONS Ci -3 DECXE „ 4TH LEVEL NOT LA CH ED _ ..� ✓RSMFXMRI murraysm�rth ` RESERVOIR NOT scwl / NO. DATE BY REVISION _ _ _ _ aaOxeR xO �z xzxx s[nle as sxnwu nnr[ ccommacn omn 3 OF 65 GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY, COUNTY, STATE, AND UTILITY CONSTRUCTION PERMITS, AND SHALL CONTACT EACH PERMITTING AGENCY AT LEAST TWO(2)BUSINESS DAYS PRIOR TO STARTING WORK. CONTDCTORSHALL DBTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. ANTICIPATED PERMITS ARE LISTED IN THE SPECIFICATIONS. 2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ON THE PIANS ARE RAGED ON A FIELD SURVEY AND INFORMATION SUPPLIED BY UTILITY COMPANIES. LOCATIONS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING/CONDUITS AND SHALL ADJUST NEW PIDING/CONDUITS AS REQUIRED. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY CONFLICTS NOT SHOWN ON THE PLANS AND SHALL KEEP EXISTING UTILITIES IN SERVICE AND PROIECF THEM DURING CONSTRUCTION, WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, CONTRACTOR SHALL PROVIDE 22 HOUR NOTICE TO OWNER AND THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 18. PRIOR TO ANY TIE-INS TO THE EXISTING WATER SYSTEM, THE CONTRACTOR SHALLINSTALLTEMPORARY BLOW -OFF ASSEMBLIES FOR PRESSURE TESTING AND CHLORINATION. TESTING AND DISINFECTION SHALL BE COMPLETED IN ACCORDANCE WITH AW WA C-600 FOR PRESSURE TESTING AND AW WA C-651 FOR DISINFECTION. ALL NEW WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED BEFORE CONNECTION TO THE EXISTING SYSTEM AND BEFORE ANY SERVICE 19. ALL OPERATION OF EXISTING VALVES SHALL BE BY THE OWNER, 20, WORK HOUR LIMITATIONS: ALL WORK SHALL BE CONDUCTED ON WEEKDAYS BETWEEN THE HOURS OF 2:30 A.M. TO 5:30 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. IF THE WORK REQUIRES SHUTDOWN OF THE EXISTING WATER SYSTEM, SHUTDOWN SHALL BE LIMITED TO WEEKDAYS BETWEEN THE HOU 0.S OF 9 A, M. AND 3 P.M, AND SHALL BE SHOWN IN THE PROD ECT CONSTRUCTION SCHEDULE. 21. TRENCH BACKFILL AND SURFACE RESTORATION SHALL BE AS SHOWN IN TYPICAL TRENCH SI MONS AND 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757S41 TO 757.571. THE CONTRACTOR SHALL NOTIFY SPECIFICATIONS. EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR POTROUNG. 22. PIPE DEFIEC ION IS LIMITED TO ONE-HALF OF THE MANUFACTURER'S MAXIMUM ALLOWABLE DEFLECTION. 4. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UTILITY RELOCATION COORDINATION OR DELAYS CAUSED BY UTILITY 23. COMPACTION TESTS AND OTHER REQUIRED SPECIALINSPECTIONS AS REQUIRED BY THESE PLANS AND SPECIFICATIONS CONFLICTS. ALL COSTS RELATED TO UTRITY COORDINATION AND RELOCATION, INCLUDING ADDITIONAL POTHOLING, ARE TO SHALL BE PERFORM ED BY AN INDEPENDENT THIRD PARTY PROVIDED BY THE OWNER. 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. 5, UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE SPECIFIED OR SHOWN IN THE DRAWINGS. 6. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION (ANYTIME OF YEAR) PER THE REQUIREMENTS OF THE CITY OF SPRINGFIELD, LANE COUNTY, AND THE OREGON DEQ. 7. ELEVATIONS ARE GNSS DERIVED USING RTK OBSERVATIONS AND THE OREGON REAL-TIME GEODETIC NETWORK 0AVD88). 8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS, PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS, AEPUCABLE STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AW WA), 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-BUILTPLANS TO BE RETURNED TO OWNER AT COMPLETION OF PROJECT. 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 AN CROSSING OF DRIVEWAYS. 11. CONTRACTOR 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. CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 48 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 OR VARIANCE 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 SHALL PROTECT 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 EQUIPMENT IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS, EXCEPT THOSE ITEMS DESIGNATED BY THE OWNER FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND 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 TO EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. 16. CONSTRUCTION SHALL BE CONFINED TO THE RESERVOIR SITE AND THE GRAVEL DRIVEWAY AS SHOWN ON THE PLANS. WORK SHALL NOT ENCROACH BEYOND THE CONSTRUCTION LIMITS WITHOUT APPROVAL. 17. ALL WATER PIPING JOINTS INSTALLED IN THESE PLANS SHALL BE RESTRAINED, FOR MECHANICAL JOINTS, CONTRACTOR SHALL PROVIDE EBAA MEGAWG SERIES 1100 FOR DUCTILE IRON OR APPROVED EQUAL RESTRAINED JOINT. ALL PUSH -ON JOINS SHALL BE RESTRAINED WITH FIELD-LOK GASKETS OR APPROVED EQUAL. NOTICEA„ o[BAB L NCD MEASURE 1- GPWRGG PIT -JONLE ��.Ea E ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0030 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER AT 503-232-1987. murraysmirth� SOUTH HILLS 4TH LEVEL RESERVOIR GENERAL NOTES FSPR SET G-4 4 of 6 4o E. RA ENA.. rvP . warm¢ f nN¢ .1 NOTES: I 1. tmn IN suu ¢RHL wx Nx ROXIlx xuNP� NEAR mAR cr W U40 m lm SEgYERI F EK rtUR .wo/Pn auv E. III txlRwa cmo nac wart-LF-R�v. IHAT MONS_ nmOSR n a_W a[ mim w r® rva¢m xmm ow® sac aunTM{w tie ¢ wmw WE ,HUH pS. s�iwL�"`a I.ro Wrcar NIKEN-11 TT TH.... aRx RE aix CONSTRUCTION ENTRANCE �1 SCALE: NTS q- ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED PI I ATTACH �•�u PLAN VIEW NOTES: UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 1. SEED USED FOR TEMPORARY OR PERMANENT DISTURBED SURFACE STABIL-DATION SHALL BE COMPOSED OF ONE OF THE MIXTURES SHOWN IN THE SEED MIX TABLE ON THIS SHEET, FOLLOWING MANUFACTURER'S SUGGESTED APPLICATION RATE, SEE SPECIFICATIONS, UNLESS OTHERWISE AUTHORIZED. 2. SLOPES AND DISTURBED AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED 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 SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE 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 CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PIASRC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER 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 -SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. FRONT VIEW SEDIMENT FENCE SCALE: NT 2. 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. B. 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, 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 PS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUS' BE TRANSPORTED IN WATER -TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT -!ADEN 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 ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 5DFROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERM OR TEMPORARY SETTLING PRS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE CAPACITY. 12. USE BMPS SUCH AS CHECK -DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 13. CONTRACTOR SHALL COLLECT A REPRESENTATIVE SAMPLE OF EXISTING TOPSOIL AND EMPLOY A QUALIFIED LABORATORY TO ANALYZE THE MATERIAL FOR USE DETERMINING THE PROPER FERTILIZER TO PLACE OVER SEEDED AREAS. 2 EA DUMP STRAP EXP RESTRAINT (y4' NYLON ROPE, FIAT WASHERS) 2 BAG DETAIL DUMP STRAP 1" REBAR EDI REMOVAL FRI TOE OF SLP PLASTIC SHEETING 1P STUP NOTES' 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED AT TOE OF STOCK PILE. A a 3. COVERING MAINTAINED TIGHTLY INPLACE BY USING SANDBAGS OR TIRES ON ROPES TIO WITH A MAXIMUM 30' GRID SPACING IN ALL DIRECTIONS. PLASTIC SHEETING 4 SCALE: MS REGULAR FLOW ONLY, DO NOT USE HIGH FLOW INSERT BAGS. INLET PROTECTION �1 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, FUNCTIONAL, AND APPROVED IN AN INI LAL 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)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PIANS. X. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING SEEDING, JUTE MATTING, WATTLES, AND ROCK CHECK DAMS- SHALL BE 1N -PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. SEED MIX TABLE 1. BURY BOTTOM OF FILTER FABRIC 6" USE STITCHED LOOPS VERTICALLY BELOW FINISHED GRADE. 3' MIN FROM OVER 2"x2" POSTS 2 2•x2• FIR, PINE OR STEEL FENCE POSTS, O SLOPE ON-SITE, SLOPES SWALE NATIVE MIX, _AWN SEED, LESS THAN 2WIV OR APPVD EQ PORTLAND OR tsi ET453 NATIVE 3. POSTS TO BE INSTALLED ON UPHILL SIDE OFF-SITE, SLOPES DRY MG,A E MIX = IT: IV OR GREATER OF SLOPE. PORTLAND OR IFTIUSAkEMES oT TowTHIN ..`CRC 15 murraysm�h un¢ra.Enmmn souw RESERVOIR 4. COMPACT BOTH SIDES OF FILTER FABRIC NO. DATE BY REVISION TRENCH. KGLEI.. �K- 1 1-1 sssH—. onre cEvr—axmn _ 5 of 65 S. PANELS MUST BEP ACCORDING TO SPACING ON DETAIL 99040 (CDO WS). PROFILE - FILTER FABRIC MATL. - 36" WIDE ROLLS - 6' MAX SPACING UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 1. SEED USED FOR TEMPORARY OR PERMANENT DISTURBED SURFACE STABIL-DATION SHALL BE COMPOSED OF ONE OF THE MIXTURES SHOWN IN THE SEED MIX TABLE ON THIS SHEET, FOLLOWING MANUFACTURER'S SUGGESTED APPLICATION RATE, SEE SPECIFICATIONS, UNLESS OTHERWISE AUTHORIZED. 2. SLOPES AND DISTURBED AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED 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 SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE 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 CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PIASRC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER 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 -SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. FRONT VIEW SEDIMENT FENCE SCALE: NT 2. 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. B. 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, 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 PS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUS' BE TRANSPORTED IN WATER -TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT -!ADEN 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 ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 5DFROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERM OR TEMPORARY SETTLING PRS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE CAPACITY. 12. USE BMPS SUCH AS CHECK -DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 13. CONTRACTOR SHALL COLLECT A REPRESENTATIVE SAMPLE OF EXISTING TOPSOIL AND EMPLOY A QUALIFIED LABORATORY TO ANALYZE THE MATERIAL FOR USE DETERMINING THE PROPER FERTILIZER TO PLACE OVER SEEDED AREAS. 2 EA DUMP STRAP EXP RESTRAINT (y4' NYLON ROPE, FIAT WASHERS) 2 BAG DETAIL DUMP STRAP 1" REBAR EDI REMOVAL FRI TOE OF SLP PLASTIC SHEETING 1P STUP NOTES' 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED AT TOE OF STOCK PILE. A a 3. COVERING MAINTAINED TIGHTLY INPLACE BY USING SANDBAGS OR TIRES ON ROPES TIO WITH A MAXIMUM 30' GRID SPACING IN ALL DIRECTIONS. PLASTIC SHEETING 4 SCALE: MS REGULAR FLOW ONLY, DO NOT USE HIGH FLOW INSERT BAGS. INLET PROTECTION �1 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, FUNCTIONAL, AND APPROVED IN AN INI LAL 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)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PIANS. X. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING SEEDING, JUTE MATTING, WATTLES, AND ROCK CHECK DAMS- SHALL BE 1N -PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. SEED MIX TABLE LOCATION MIX SUPPLIER PP442 BES GRASSY PRO-TIME ON-SITE, SLOPES SWALE NATIVE MIX, _AWN SEED, LESS THAN 2WIV OR APPVD EQ PORTLAND OR tsi ET453 NATIVE PRO-TIME OFF-SITE, SLOPES DRY MG,A E MIX LAWN SEED, IT: IV OR GREATER OR APPVD EQ PORTLAND OR 4 A, SPARCUPIRD ® re n[msaR d i r,rrenxw monm:s MATTING- SLOPE INSTALLATION SLOPE MATTING INSTALLATION s SCALE: NTS FSPR SET! NOTICE KAN ® SOUTH HILLS EROSION & SEDIMENT CONTROL ELT ¢EBABEo tsi ¢EHE __--- unl�NpM.io-x ] ,�) 4TH LEVEL NOTES & DETAILS ESC -I IFTIUSAkEMES oT TowTHIN ..`CRC 15 murraysm�h un¢ra.Enmmn souw RESERVOIR CHECKED NO. DATE BY REVISION KGLEI.. �K- 1 1-1 sssH—. onre cEvr—axmn _ 5 of 65 /_ — _ Y - s A .rte ( •; L,'+,'n ,.f/%'�y� --ta^ _ u 1 ,�Lv� 7 vv `'\) If �• it /'� �•,� r (' _ :, � - A � �,� / , y� i` \\ \�� v tv' �._ '�'`J, J�� O ��� �1fV\� 'S �• i(a 1 , ( l / f 1 /� i 046 MG WELDED STEEL RESERVOIR �\, A 4L Ic 5s�Jµ✓9 l t�— -- I I i I C- 4_� PROPERTY LINE BUFFER UNDIUFFER \ \ \ w I HMAC, OR CONC SURFACING SHALL BE SEEDED FOR PERMANENT RESTORATION Q I W/ PT442 BES GRASSY S WALE NATIVE MIX, OR APPVD EQ EROSION CONTROL NOTES y OS INSTALL, INSPECT, CLEAN, AND MAINTAIN SEDIMENT FENCE TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE THROUGHOUT LEGEND DRAINAGE ROW DIRECTION CONSTRUCTION. SEDIMENT FENCE SHALL BE INSTALLED PARALLEL TO SLOPE CONTOURS OR AS SHOWN. OVERLAY SEDIMENT FENCE 6" MINIMUM. n n O EX:57 G CONTOURS (1') -- -1169- — -- SEDIMENT FENCING i 2 INSTALL PLASTIC MESH FENCE. `-o EXISTING CONTOURS (5')----------11ID-— PLASTIC MESH FENCE __4D___ 0— PROPOSED CONTOURS (1') —1109-- MATTING �. NOTES: PROPOSED CONFOURS(5') 1110 L EMERGENCY EROSION CONTROL MATERIALS MUST BE KEPT ON SITE AT ALL TIMES. ❑ INLET PROTECTION . 2. ADDITIONAL TRACKING CONTROL MEASURES SUCH AS q WHEEL WASH MAY BE NECESSARY IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT. N3. ON-SITE RUNOFF ACCUMULATION INTO LOW POINTS SHALL BE PUMPED BY THE CONTRACTOR TO A SUITABLE LOCATION, IF REQUIRED, PLAN FSPR SET 4. INSTALL SLOPE MATTING ON ALL SLOPES ED IV OR GREATER. SCALE: 1' =UV m NOTICE KAN EM n - SOUTH HILLS EROSION & SEDIMENT CONTROL Lm" K of ED -- tsJ BAB a e oaAwN >a_.._ m/�/� �-//� 4TH LEVEL RESERVOIR SITE ESC -2 w o E, J.,E,RFOF'-; 1II `I, NOT m—NEI- JUL l(I S I ` , RESERVOIR 8 LHIa os`c::ET` GNGoPo _ ___ .,. ....� e.. ............ .__._ " . __ .__.___. _ 6 of 65 .r a� EROSION CONTROL NOTES _ 1 X \ I A,\\ 1 ' OI INSTALL, INSPECT, CLEAN, AND MAINTAIN SEDIMENT FENCE TO PREVENT 2\ /�\��l SEDIMENT(ADEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION, SEDIMENT FENCE SHALL BE INSTALLED PARALLEL TO SLOPE CONTOURS OR AS SHOWN. OVERLAY SEDIMENT FENCE F MINIMUM. \: \� \ \\ \\\\� ` r \ � OINSTALL (50' MINIMUM LENGTHS INSPECT, CLEAN, AND MAINTAIN GRAVEL \\ �.` \ \\� j \ t `\ CONSTRUCNONENTRANCETOPREVENT SEDIMENT AND SEDIMENT LADEN WATER FROM LEAVING THE SIZE THROUGHOUT CONSTRUCTION. INSTALL PLASTIC MESH FENCE. INSTALL SLOPE MATTING ON ALL SLOPES 2H IV OR GREATER. // /// / y r %iji jii' v v AA v v �� �A INSTALL INLET PROTECTION. 'T/ sMEET rvores: L EMERGENCY EROSION CONTROL MATERIALS MUST BEKEPT ONSUE ATALL >• - A` / / S I i V Apt TIMEG. KING CONTROL MEASURES SUCH HEEL ] L�P T9ASH MAY N BE NECESSARY IFADDITIONAL ENTRANCE I5 NO9UFCIENT. v3. ONSRERUNACCUMULATIONMOLBE PUMPED BY`V� � A/ IITHE COMPACTOR TO ASUITABLE LOCATION,IFREQUIRED. OFF N,l/ %AVAA�A�AA\����V T. INSTALL SLOPE MATTING ON ALL SLOPE52H; LV OR GREATER. AAAVAA� VARA V AVA A V� A AAAA VA A A AAAA\ \ EE LE//%%/ �" x�v ; _.GLSUlLIMAs�AaeESEEoeo �� Ap\\R�Awv� ��._ LEGEND FOR PERMANENT RESTORATION �V �A ` A V VA A EXISTING CONTOURS (1') -1104 / i/✓ �e WITH e,nin%ra/ e/ FPARrnlx, owa AwTTA : ExlsnxG CONTOURS 6•> / %, VA V PROPOSED CONTOURS (I') _— _1109. — _ / vVAA��SAv � A�AvvA PRovoseo caNrouas (s•) (mRTouu INLET PROTECTIONvLUS10' BUFFER) ❑um — � �jii /- / DRAINAGE FLOW DIRECTION f �// j ( �% i/ i! liTl 1� ✓� i ��%�% /�%j / �% / I — ..._ A �H. J SEDIMENT FENCING e e ��. Av. Pusnc MESH FENCE , j/'/�//T/ MATTING / / j /�j / , CONSTRUCTION ENTRANCE i ITT, lam_ i I a / /i�� / /////,// // / l / r'T/✓-"/ / �`v—. _ _ -A �A�-Apv vim_ IN- ,- AV / %:✓.«/i//i'T^/T. PE 1N scFSPR SET L 1^=No' rvoncESAO . sxen _ xo. nnTT nv acvrcTnry oE„Aw xEo 0, SOUTH HILLS EROSION & SEDIMENT CONTROL B�4TH LEVEL ROADWAY &PIPING THEN DR-ING ESC-3 M—E 11 Hmurraysmi7h RESERVOIR OTOL � N. e 7 of 61 LEGEND yyy 2022 - EXIST TREE TO BE REMOVED ;JC# / , //'/ 980.32 /BET MAG TEST PFOBOREHOIE • T' / / / / NAILI I i PEDESTRIAN TMIL PROPERTY LINE LTRLl/2IR-BE� EXIST PEDESTRIAN TRAIL 1021.36 SET HCT BUFFER) zom �\>\\ \f -LOT 6200 I \ � E Nousn EXIST INPOS LArvo �A _ N POST \�\_ / LOT _As / 2004 35 _CTRL ' CTRL 1/21R BE_[ .J LOT 6100 1\ 960.24 � 5ET HBT ,t i\ 'OT 6500 3� 959.55 SETH®T 4- 963.08 SET EST / 962.a7 V �V N SET BIT VA ,AE SOUTH / \\\\\ :. E%ISt SOUTH / RES 1 99090 - ET MAG \NAIL `A PROPERT' 1\�. slalR rPC VL56ss \\ \\ N O •• \ // L TYP . / ! L AAAAA�VA�VALOT 6600 �a asz �\\\�\�\\\�Q ll�l� �� ' �q�� - z0z3- / AA p AAVAA y� OAv 2ozz - 9ea6 / %// "CTRL. H r ATv\�`X Aq�v996 zs ��AA - \ DIRT ro��U ' � v \� v 106 TP ID /// 102456 LOT 100 2013 I SII\ \ 120: V / 106821 A 10` 1078.4 1AI1� RL T X4 ��Yj 109616 CI L H T _ RESERVOIR SITE VAA�A 3fi Al� HUBTPniSEo i rCT%,_ 2018n1632 3091 TPna- li CTRL n_T /� AN ya __--SQL1-J0' viT" �c NOTICE oESTGN�WEot 1 SOUTH HILLS BAB 4TH LEVEL id m-.= a.�KEo ' Rmurraysm�ry����� RESERVOIR SHEET NOTES: 1. EXPLORATORY TEST PRS 1 THROUGH 5 WERE CONDUCTED IN APRIL OF 2019. BOREHOLE 1 WAS DRILLED IN AUGUST 2019. FOR MORE INFORMATION, SEE GEOTECHNICAL INVESTIGATION AND SEISMIC HAZARD STUDY IN THE SUPPLEMENTARY INFORMATION PORTION OF THE CONTRACT DOCUMENTS, ME, DATED JANUARY 2020. 2. CONTROL OR BENCHMARK POINTS ARE SHOWN WITH A CORRESPONDING NOTE INCLUDING THE POINT NUMBER, POINT ELEVATION AND POINT DESCRIPTION. SOME OF THE POINTS SHOWN ARE ALSO INCLUDED IN THE SURVEY CONTROL POINTS DATA TABLE WITH CORRESPONDING POINT NUMBERS. 3. THE TREE SURVEY SHOWN IS ONLY PARTIALLY COMPLETE AND LIMITED TO THE PROPOSED ACCESS ROAD LIMITS AND PROPOSED V RESERVOIRSITE. 4. SITE SURVEY WAS PROVIDED BY BRANCH ENGINEERING, CONTACT DAN NELSON, RLS., 541-746-0632. 5. APPROXIMATELY 237 EXISTING TREES SHALL BE REMOVED TO FACILTIATE CONSTRUCTION OF THE ACCESS ROAD AND RESERVOIR SITE FACILITIES. THE SIZES AND TYPES OF TREES TO BE REMOVED VARIES. CONTACT MURRATSMTTH FOR MORE INFORMATION DURING BIDDING IF REQUIRED, FSPR SET EXISTING CONDITIONS, SURVEY EFT CONTROL, AND C-1 TREE REMOVAL PLAN 8=f 65 FACILITY LAYOUT POINTS PT No DESCRIPTION NORTHING LASTING FIN OR ELEVATION 2002 CTRL 1121R -BE N103818.73 E231180.47 988.88 2003 CTRL H T N103721.03 E230997S7 988.05 2004 CTRL 1/21R -BE N103747.74 E231303.23 1030.35 2006 CIRL H T N103551.07 E231100.49 1040.70 2007 CTRL_H T N103651.34 E231213.5D 1032.30 2008 DIRL_H T N103549.55 E231312.16 1069.98 2009 COIL _H T N103679A9 E231308.86 1044.52 2010 CTRL. -T N103355.08 E231285.83 1096.15 2011 UHL_H_T N103487,79 E231391.83 1074.56 2013 UHL_H_7 N103434.04 E231621.28 1068.21 2014 UHL_H T N103732.16 E231421.44 1033.17 2016 CIRL_H_T N103270.67 E231318.87 1114.U3 2017 CTRL_H T N103226.58 E231"4.50 1120.00 2018 CTRL H T N103223A2 E231530.76 1116.37 2019 QRL H T N103230.60 E231634.00 1091.13 2020 CTRL_H T N103324.21 E23171028 1D89.50 2021 CTRL _H_T N30344DUS E231734.2B 1054.90 2022 CTRL_H_T N103675.10 E23160124 996.25 2023 CTRL _H_T N103668.59 E2318W.55 980.67 2025 CTRL 1/2IR-3E N103354.94 E231056.18 1063.02 2051 F 5/8IR YPC PLS655 N30368DAI E231330.30 ]046.94 5051 F_5/BIR NI 3222.14 E2318ISAG 1128.51 FSPR SET EXISTING CONDITIONS, SURVEY EFT CONTROL, AND C-1 TREE REMOVAL PLAN 8=f 65 ETEC CNDS EEH HILLS PUMP — STATION, SFE ELEC LEC SHIPS, TRENCH PATCH PATCH ASPHALT CONCRETE PAVEMENT AND REPLACE CONCRETE SIDEWALK AND CURB RAMPS PER OF SPRINGFIELD REQUIREMENTS AND GETS ON SHT C-20 j PAVED ACCESS y DRIVEWAY / EXTENTION, / SEE S ANDSECTE AND ON SMT C-TSt] / lL i /15 WNE GRAVEL SITE �R / ACCESS RD AND ROADSIDE DITCHES, SEC 5 HIS C4,CII AN D C I S FOR GRADING PLAN AND "T / ACCESS RD SECTIONS ALL DISTURBED AREAS I SH ALL RESEEDED WITH PT 453 NATIVE DRY PRATIFUEMIX, O0. APPROVED APPROVED EQUAL UNLESS OTHERWISE r SPECIFIED ; ROPER LINE, / r1I .EC (ENDS AND AULTS, NP, EE FLEE LILTS F UNDISTURBED - IFFER ` LOT 6200 x I \ / Y 0- DOUBLE SWING/ o° p MRGAEW/KNOX BARGATE W/NNO% BOX,CSEE DET 1, 5M19 4 DISTURAPPROXBANCE UNITS ANCE(R GRADING CONTOURS PLS 10 OSED BUFF O �'�courouRS PwsTo'auFT�R) F r' +FOR ACCESS 0.O GRADING ©' PLAN, SEE BUT C-4 n I q/ j ©i / V � LOT 6400 \ IT L+ \ LOT 6500 DRAIN OLfTFALLAN0 �f LEVEL SPREADER, / N SEE SHT C-11 �f/?N PLAN SCALE: 1"=90' � NOTICE RES C SITE DRAINAGE PIPING, SEE SHT C-6 IFTHODERDOES °�WN murraysmi-th THEN xarroWIMG IS CHECKKED 7"ee M xln —.-�--.�_ _ NOTES: ~\ 1. CONTOURS SHOWN ON THIS SHEET ARE AT 5 -FOOT G,SEERY BUILDING, ,SEE eHT A - RETAINING INTERVALS ONLY. -I SHT A-1 _ WALL,GRAVIT HUP OF 2NING WALL TYP OF 2 CONNECT NEW 12' SEISMIVAULT 4TH LEVEL RESERVOIRVALVE 0.46 MG 2. SEE SHEET C-1 FOR TREES TO BE REMOVED AS PART OF PVC SD TO EXIST I2" PRO]ECF. Ciry SD S UB -OUT, } - BASEEL- 1115.5' SEE SET C -IB J OF EL -1148.0' RECEIVE FINAL SURFACING AS GRAVEL ROADWAY (PER / DETAILS ON SHEET C-15) OR SHALL BE SEEDED. CONTRACTOR 16-1 DI IN SHALL PROVIDE TOPSOIL AND APPROVED SEED MIX ON ALL `\ � / �TCOPUBECT TO EXIST XI12 W SEE "� \ -- THROUGH THE MAINTENANCE PERIOD. Z/ SHT C-9 LET 6300 i j x I \ / Y 0- DOUBLE SWING/ o° p MRGAEW/KNOX BARGATE W/NNO% BOX,CSEE DET 1, 5M19 4 DISTURAPPROXBANCE UNITS ANCE(R GRADING CONTOURS PLS 10 OSED BUFF O �'�courouRS PwsTo'auFT�R) F r' +FOR ACCESS 0.O GRADING ©' PLAN, SEE BUT C-4 n I q/ j ©i / V � LOT 6400 \ IT L+ \ LOT 6500 DRAIN OLfTFALLAN0 �f LEVEL SPREADER, / N SEE SHT C-11 �f/?N PLAN SCALE: 1"=90' � NOTICE RES C SITE DRAINAGE PIPING, SEE SHT C-6 IFTHODERDOES °�WN murraysmi-th THEN xarroWIMG IS CHECKKED 7"ee M xln —.-�--.�_ _ NOTES: ~\ 1. CONTOURS SHOWN ON THIS SHEET ARE AT 5 -FOOT G,SEERY BUILDING, ,SEE eHT A - RETAINING INTERVALS ONLY. -I SHT A-1 _ WALL,GRAVIT HUP OF 2NING WALL TYP OF 2 SEISMIVAULT 4TH LEVEL RESERVOIRVALVE 0.46 MG 2. SEE SHEET C-1 FOR TREES TO BE REMOVED AS PART OF SEE SHT M-6 PRO]ECF. DIA SD } - BASEEL- 1115.5' 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL J OF EL -1148.0' RECEIVE FINAL SURFACING AS GRAVEL ROADWAY (PER DETAILS ON SHEET C-15) OR SHALL BE SEEDED. CONTRACTOR 0.0ND TANK ALL SHALL PROVIDE TOPSOIL AND APPROVED SEED MIX ON ALL `\ � SIDES,ES, SEE SFE DEF 3, SHT C-15 UN DSCAPED (NON -GRAVEL) AREAS PER THE SPECIFICATIONS AND SHALL ENSURE SUCCESSFUL SEED ETII ABSHMENT "� \ -- THROUGH THE MAINTENANCE PERIOD. A EXIT SOUTH \ HILLS RES \\ \ \\ IT- I� � r 1 SEESHTC-5&C-9 _ G,SEERY BUILDING, ,SEE eHT A - RETAINING -I SHT A-1 _ WALL,GRAVIT HUP OF 2NING WALL TYP OF 2 SEISMIVAULT 4TH LEVEL RESERVOIRVALVE 0.46 MG \ _ �\ \ SEE SHT M-6 DIA SD BASEEL- 1115.5' _. OF EL -1148.0' 0.0ND TANK ALL \� SIDES,ES, SEE SFE DEF 3, SHT C-15 _ i j 0 SOUTH HILLS r•«..En•,m,Me 4TH LEVEL RESERVOIR 1. GRADE ACCESS ROAD FROM 5 66TH PLACE TO RESERVOIR SITE. INSTALL WATER PIPING AND ELERRICAL/CONTROLS CONDUITS AND ]UNCTION BOXES. 2. GRADE RESERVOIR SITE AND INSTALL UNDERSIAB PIPING, RESERVOIR AND ALL OTHER FACIMIES. 3. TEST AND CONNECT ALL PIPING. TEST AND PEACE RESERVOIR ONLINE. FSPR SET OVERALL SITE LAYOUT PLAN --------------- APPROX �'. CLEARING LIMITS-- - _ 10'x10' GONG ACCESS PAD,_ _- _ __ _._ -. - ACCESS ASWING - _ _ _ "" -- -SEE DET 2, SXT C-15 - TE W/ KNOX BO%. SFE OR 2. SHIT C -1J - - _ _._.. "----. __ -- APPRO%CLEARING LIMITS J'TALL PERIMETER GALVANIZED _ MATCH FINISH GRADE - \ %- J `SEE SIT l3 STRAND WALL A, `\ NFENCE, IRELL F t TATHREE -- 4 _ t: _ STRANDD BARBED WIRE,,FOAN OVERALL �--_ �-'- HEIGHT OFIF, SEE RETS ON SIT C -ll- _ _LG n3 o _ A- / _ .F •A 1 'y Sll456� ,.J - \ 91IA00 f/ LEVEL RES $GPSV 1, SEISMIC VALVE ` 0.96 MG Op? / / y - VAULT, SEE SXT M 6 7 q _ SW INSIDE DIA 1114F56: ,/. BASE EL -11155 OF EL 1140. 0 \X { �. GM55-LINED SEE SHIT M 1, $TRUR ` DRAINAGE DITCH, �'� S _ SHTS, ANO DET 9 ON SHIT \- / �I 1113 25 APPRO% 160 LF, / �_ 1114 .68 C-15 FOR FDN PREPARATION 2V0 SEE NOTE4 1 .\ O 00 (GATE / I _ MH 1 SEE DET ] * -]�'• Y \ mRNFRSI -�/ slTrc l6 /is- 141Y/Jy'- \ .�� x / s°g BOLUROS _ i a 1 -. f \ ' / AT PERIMETER t GRASS LINED OF RES FTG �\ \ 'ELEC FIBER & I 20'x30' CONC _ 3 m 2y I DRAINAGE DITCH, 3 ACCESS PAD -%J^� _ // - APPRU%100 IT, POWER VAULTS, yM SEE DET 2, / a°' ISEE NOTES \ \\SEE ELEC $HT$ SHTC-15 j- ! s I11a.40 1114.68 DITCH/ IL 1114:00 XI�GHiT, SEE NOTE 4`�/• It �/ �9 A1 /11 I I I I P� 'z 12 -LGP UGP -� Ilia' 11 UG_�__ TELEMETRY BUILDING, SEEA T ARCH RUTS, STRUCT GIFTS, SEE WALL 8, C-8 SEE SHIT C-14 op SET 6 O FOR SHT C 15, AND 3m DEF6 EP SHITC-15 FOR VAULTEXHAUSTFAN FON PREPARATION DISCHARGE GOOSENECK, Z LANDSCAPED AREAS SEF GET 3, SHIT C-16 SHALL B p SHALL BE SEEDED WITH PT 442 MI BES GRASSY SWALE NATIVE MIX, 1 OR AP"D SO CONNECT SITE PERIMETER PLAN FENCE WITH PROPERTY SCALE f 1"=30' PERIMETER EErvcE, TIP BOTH SIDES NOTICE PERAry LD x 1 �1 ' • SOUTH HILLS A�W,.� -- NOT To suLE o. Eo ,Bna,K:em x murraysm�rth ...� „�...o..E 4TH LEVEL IF PEHUN RESERVOIR NOTES: L FOR RESERVOIR FLOOR PIAN AND ELEVATION, SEE SHEET M-1, 2. SEE SHEETS C-15, C-16, AND C-17 FOR APPLICABLE SURFACING AND SITE FEATURE DETAILS. 3, ALL CRUSHED ROCK SURFACING SHALL CONFORM TO DETAIL 1 ON SHECT C-15 4. DRAINAGE DITCHES SHALL BE U -SHAPED CHANNELS, WITH A MINIMUM DRAINAGE SLOPE OF 1%, A RADIUS OF 12' MINIMUM, AND A MINIMUM DEPTH OF 12'. THE DITCH SOUTH OF THE RESERVOIR SHALL TRANSITION FROM A DEPTH OF ZERO AT THE HIGH POINT TO THE FULL DEATH AS FLOW SLOPES AWAY IN EACH DIRECTION (EAST AND WEST). MAINTAIN AS MUCH CLEARANCE AROUND THE RESERVOIR FOR THE ROAD A T THE PINCH POIM AS POSSIBLE WHILE DIRECTING SURFACE DRAINAGE IN THE DITCHES IN EACH DIRECTION AS SHOWN. LEGEND EXISTING CONTOURS (1) FACILITY LAYOUT POINTS EXISTING CONTOURS (ED o -_-_ ----. P7 IIA - - PROPOSED CONTOURS (5) 1110 FIN OR CONCRETE SURFACING OESCRTPTION NORTHING EASTING NO. ELEVATION © CENTER OF RES (TOP OF STL FIR PL) N10327Z29 E231471.60 1116D0 O SW CORNER OF TELEMETRY BLDG N303243.95 E231409.30 1114.78 3 NE CORNER OF TELEMETRY BLDG N103259.91 E231410.80 111438 ® SW CORNER OF VALVE VLT N103269.82 E231428.34 111438 5 NE CORNER OF VALVE VLT N103280.43 E231437.08 1114.78 6 BEGIN RET WALL A N103318.15 EZ3145J.B1 1114.00 O7 WALLA LOW POINT N103321.52 E231489.16 1109.28 8 ENO RET WALL A N103302.37 E231515.13 1114.00 O9 BEGIN RET WALL B N103242.93 E231348.36 1114.00 10END NET WALLB N103241.00 E231516AI 1114.50 11 WALL B INFLECTION POINT N103242.69 E231393.33 1114.00 12 WALL B INFLECTION POINT N103242.52 E231409.37 1114.00 13 WALL B INFLECTION POINT N103242.18 E231459.32 1114.50 10 WALL B INFLECTION POINT N103242.06 E231477.60 1114.68 LEGEND EXISTING CONTOURS (1) 109 - - EXISTING CONTOURS (ED o -_-_ ----. PROPOSED CONTOURS (I I IIA - - PROPOSED CONTOURS (5) 1110 DRAINAGE FLOW DIRECTION CONCRETE SURFACING - -" CRUSHED ROCK SURFACING NATIVE/SEEDED SURFACING FSPR SET SITE AND GRADING PLAN I C-3 10 of 6S / /./ /r /// / /. // // / \\/ \1n L, /i 2✓ l // / t / �r / i i //// l// IN ///j i:. / .,/ i�'r /r '�� i/r/ r j/�% I�� l /�.. III III ✓ i rr/ //r // 'r v vv II / /ll//� sS�✓ r ��/� /�/%i////, %//////ii///N, / r ///; / //✓r/ i////�/ii"/ //D/�//G i,` A SEE SNrcz Eoa 'II �j� 2 \/ r/ '�,/j / r�i / n / /N/ / / j( f xy 14'!`x.! �/ j� %� i/i i i/ i' /r / / / afl!1 11'� / III /a/ / /;,/ // / i' �V / / 1"� 1.i I� I11, II. // l r - ,rll 1, l III 1 1 c l i ED ry I / / / / j / AREA PT 442 B BE SEEDED b. I AvA 1 � WITH Pr aaz BEs / 1I � �41 ! 1 j � \ � / j / / MIX OR APPVD EQ f il!/IIII \ (I �H // !//( \ zo•oouBtF GSWKNOING ATE W/X SEE DET 1. v A n v ` A V A�vAV A\ sHTc 19 A v A V AvA v / ! 1 v�v A', 11�\ /� 1 1 A �`\ V A VAA v A VAAVA VAA VLN, Ifs �AVi 11 �A \' V 011 ,-- q Ulf V v v v- Av A' V `.v v v v v V v Av v A v v v V A V A\ 1 AAA A l V` A. A� V N\\ APPRox uMRs a1GRAD1NG 1' V �'�) \\\.\\ `\\`\!� \ \\ \\ o1 snIRBANCE(PROPOSED ^\ \ 1 \ \\ \\ \ \` y\` \ \\\ \ CONTOURS PLUS 10 BUFFER). It \\.' \ \ \ \ \ \ \ I \ \ \ \ \\ \ II\\�\. WAD �� AV AAA\ VA ACCESS RD HORI2 CURVE jV SAA ss 'sD �A�LLVA A` AA Av INDICATOR TIB OF a, SEE VAv vA vA v ts1T 66yVS* VAAAV AA\ TABLE THIS SHT \V V AV` P H \ �\\b \ \ \\` \ \ \ \ \ \\ �qC x \\\p\ u\\\ \\ ^ \ \ �\ \ \\\ \\ \\\ \ \ . \ A'N1 \ .Av\v AAA A A SAA\ Vv vv�N A, DISTURBED AREAS + SHALL BE SEEDED WITH \ PT 453 NATIVE DRY VA_ 15 w1DE 18 Lo1JG \\ � \\ \\\\\ \I �\ \ r \\ PRAIRIE MIX, OR \ \\ \ \ \ \ \\ \ \ \I -HMAC lI DRIVEW\\C •� 5\\V\\� V APPROVEOEQUAL —sEESECTEANO DNles OTHERWISE DET5,SH7C1I \ \\ 1 °� vvvv� vv-v`rye`\MCI s�A, v� vv�.. v�V�� vv I`. v �v 171717 vv vA VASA �V�� .d' A\VAVAVA\ �. V 1717A V' A �vv� v C v A vA v A\VAAV V A A WIDE GRAVEL \ \ V ACCESS RD, SEE ENT 1 \ �AV\�VA AVA\V V A `21' `ygV A Y� A C-5FOR PROFaVE V-\� A V A V \\` 1 V A "CD`XV A 11 Y. vA V A 'v Awl`—v v ' _' _ 1 ` l INSTALL SLOPE AL, A 1 MATTING ONALI ,1 SCORES 2 1 OR V 1 GRITEt PER SHT ESC -1 AN 1 11 1 1 A AA 1 \ !1 PLAN SCALE 1"=30' / 4� �. +Ham �� P A <10 UNDISTURBED \y�VA VA A AA A.A BUFFER oncE KnN CURVE DeBAABEo IT LOCAnory RADIUS LENGTH DELTA E 2+42.22 2+52.91 50 IF TRIPS . 1; =� E \eo murraysm�rth 4+24.34 50 41.50 42°3334' C3 SHIFT NOTES: 1. SEE SHEET C-12 FOR NITICAL GRAVEL ACCESS ROAD SECTIONS AND ROADSIDE DITCH CONSTRUCTION. SEE SHEET C-17 FOR PAVED DRIVEWAY SECTION AND TRANSITION A.M. 2. MA%IMUM GRADE FOR MNG IN ROAD SIDE SLOPES (FOR ALL AREAS DISTURBED DURING CONSTRUCTION) SHALL BE 1 VERTICAL TO 2 HORUDONTAL. 3. ACCESS ROAD SHALL BE MINIMUM 12" THICK CRUSHED QUARRY ROCK OVER SUBGRADE GEOTEXIILE. SEE DETAIL 1 ON SHEET C-15 FOR ACCESS ROAD CONSTRUCTION REQUIREMENTS. 4. SEE SHEET C-5 FOR ACCESS ROAD PROFILE FSPR SET SOUTH HILLS I ACCESS ROAD GRADING PLAN 4TH LEVEL RESERVOIR C-4 11 of 6 ACCESS ROAD ALIGNMENT AND HORIZONTAL CURVE TABLE CURVE PC LOCATION IT LOCAnory RADIUS LENGTH DELTA E 2+42.22 2+52.91 50 15.20 17'5914' C2 3+82.83 4+24.34 50 41.50 42°3334' C3 6+49.48 2+41A2 50 91.94 105"21'26" C4 8+51.99 9+05.50 50 53.51 61"19'09" FSPR SET SOUTH HILLS I ACCESS ROAD GRADING PLAN 4TH LEVEL RESERVOIR C-4 11 of 6 5 U Soso 1035 1020 Foos 990 975 960 PROPOSED PAVED PROFILE SCALE: HORZ 1"-30VERT 1—IS 1140 Ino ---___ - - FINISHER GRADE 1095 ACCESS ROAD CL 0 V 1060 }- N P, P, 1065 a W ----. --------- P, U 1050 a f-- ----. ----. 1035 ` ----- ---_.. 23' VC R=1.65 PVI STA -9+61.38 1050 1035 1020 1005 990 975 960 ..TEE 1. ROAD DESIGN INTENT IS TO BAIANCE CUT/FILL WHILE NOT EXCEEDING 15% MAXIMUM SLOPE. CONTRACTOR SHALL FOLLOW ROAD DESIGN TO THE MAXIMUM EXTENT PRAMCNBLE, BUT MAY SUBMIT ANY PROPOSED DESIGN VARIATIONS FOR ENGINEER REVIEW AND APPROVAL DURING CONSTRUCTION. 2. SEE SHEET C-4 FOR ACCESS ROAD PIAN. 3. SEE SHEET C -l2 FOR TYPICAL ACCESS ROAD SECTLONS. PROFILE FSPR SET SCALE: HORZ 1"-30'I VERT 1"-15' NOTICE PLA„ SHEDF Lai DESIGNED ® �j�j -�-�'� SOUTH HILLS ACCESS ROAD PROFILE w,SF]] 4TH LEVEL C -S NOT MEASUDE I- °E kN murraysmi ��i/ RESERVOIR cx Eo ,u-'%ryMFxM 6oao xr-ocrmn�mim aow� 12 of 65 N0.JDATEBY2RIVISION N- TD �.. GTNO.: E9-2621KALE: - - 1140 m e i ' PROP FE@LE IF GATE / - -' 1095 .... 108D EXIST GRADE ACCESS ROAD CL --- 1065 - ---- 1050 — LE" 9+00 9+3D 9+60 9+90 m+20 ..TEE 1. ROAD DESIGN INTENT IS TO BAIANCE CUT/FILL WHILE NOT EXCEEDING 15% MAXIMUM SLOPE. CONTRACTOR SHALL FOLLOW ROAD DESIGN TO THE MAXIMUM EXTENT PRAMCNBLE, BUT MAY SUBMIT ANY PROPOSED DESIGN VARIATIONS FOR ENGINEER REVIEW AND APPROVAL DURING CONSTRUCTION. 2. SEE SHEET C-4 FOR ACCESS ROAD PIAN. 3. SEE SHEET C -l2 FOR TYPICAL ACCESS ROAD SECTLONS. PROFILE FSPR SET SCALE: HORZ 1"-30'I VERT 1"-15' NOTICE PLA„ SHEDF Lai DESIGNED ® �j�j -�-�'� SOUTH HILLS ACCESS ROAD PROFILE w,SF]] 4TH LEVEL C -S NOT MEASUDE I- °E kN murraysmi ��i/ RESERVOIR cx Eo ,u-'%ryMFxM 6oao xr-ocrmn�mim aow� 12 of 65 N0.JDATEBY2RIVISION N- TD �.. GTNO.: E9-2621KALE: - - LEVEL SPREADER, SEE SHT Gll / - - /. % CLEARING LIMITS / / / i 'Y i- � LIMITS i IN - \ APPROX CLEARING / ALIGNMENTLIMITS ENT'B',SEE _ $- �.� $HFG Z FOR PROFITS---- � i 1 / AY / CV T. • �� RESFOR SEISMIC VALVE // / /. '/ 6 / / Ak ��\ S -L A�� - ��• - -S �� -_ SHT M 6 RDRAM, SEE SHT M-2 '.\ ALIGNMENT A, SEE -MH l 3 50 __ 12" OF, ALIGN 'B', SEE " �/ SHTSC9&C10 A SHT M-2 ' ,FOR WATERLINE \\LAN&PROFILE ''.- l2".D / B 4TH LEVEL RES i' 0.46 MG BUT ALIGN N PV SETlPi _ T _ TELEMETRY BUILDING ��y •' I EE \ J - .<� ]'l SEE SHT M-2 I- l 6 1^SENSING LINE \/ TO SEISMIC / VALVEVAULT / — — — — — v L\. ._Dwv� ✓ ei II Ij VAULTE%HAUSTFAN DISCHARGE f PIPING AND GOOSENECK, APPRO% 25 P v LFOFB'CL SO DI w/45^BEND, SEE t t '-DET 3, SHT C-16&SHT M-6 I L L i L i i 11I 1 I ffi OVERFLOW/DRAINAGE PIPING - - - SCHEDULE ALIGNMENT'S; C STA 6&INSTALL. — TALL. NHOPE STASITAR)O FURNISH lFURNISH 4 TEE FURNISH & INSTALL: UG uGP- 1-48 MX (MH -1) 1 APPRO%37 IF 4HOPE SOLID WALL 1-ODOT TYPE D AREA CB, W/24"SUMP, SUM EL -1114.5D L, IE -1108.21 SEE CITY OF SPRINGFIELD STD DWG SEE BHT CJ AND DET I, SHT C-16 I NOTES. MIN SLP 1% TO MH -1 413 ON SHT C-19 L. PRIOR TO CONSTRUCTION OF RETAINING WATT, CONTRACTOR 3. SITE PIPING LAYOUTS DEPICTED ON THIS SHEET ARE GENERAL. RIM EL=1093.50 O FURNISH & INSTALL: E6 RES FON DRAIN HIGH PT 1-12" FLAP VALVE 1-4" HOPE 22.5° BEND EXISTING UNDERGROUND POWER LINES. NOTIFl ENGINEER OF FURNISH & INSTALL: IE=3091.50 IE=1108.09 POTENTIAL CONFLICTS WITH RETAINING WALL TO ALLOW FOR APPRO% 157 IF OF 4" HDPE APPROX 15 LF OF 2" SCHEDULE 8O PVC CHANGES IN WALL ALIGNMENT AS REQUIRED. PERFORATED DRAIN AROUND ORAL N, DAYLIGHT W/FLAP VALVE O FURNISH &INSTALL: PERIMETER OF RES FDN, SPL 1% MIN, SEE SHT C-] AND DET 1, SHT C-11 1-4" HDPE 45' BEND 2. ALL WATER AND RESERVOIR OVERFLOW/DWN PIPING SHALL BE SEE DET S, SHT C-15 ]E-1108.15 CLASS 51 DUCTULE IRON, RESTRAINED IOINT, UNLESS OTHERWISE HPT IE -1109.00 RES FDN DRAIN LOW PT NOTED. CAP ENDS AT HPI NOTICE Ary L °ENAU ® �/ SOUTH HILLS murraysm�th 7� 4TH LEVEL IF AAIS MR FFER°EMKX RESERVOIR noT is suE w EO " XA,XX'L4� SITE PIPING AND DRAINAGE PLAN C-6 13 oI 65 C — DIGS GP � I UG uGP- 1 A.PLAN SEE NOTE I NOTES. L. PRIOR TO CONSTRUCTION OF RETAINING WATT, CONTRACTOR 3. SITE PIPING LAYOUTS DEPICTED ON THIS SHEET ARE GENERAL. SCALE: V-10' SHALL POTHOLE AND VERIFY LOCATION, SIZE AND DEPTH OF REFER TO MECHANICAL SHEETS FOR DETAILED INFORMATION. EXISTING UNDERGROUND POWER LINES. NOTIFl ENGINEER OF POTENTIAL CONFLICTS WITH RETAINING WALL TO ALLOW FOR 4. PROVIDE POLYETHYLENE ENCASEMENT AND 'PEA GRAVEL CHANGES IN WALL ALIGNMENT AS REQUIRED. BEDOING AND PIPE ZONE BACKFILL FROM OUTSIDE FACE OF PIPE BLOCKS THROUGH FLEXIBLE EXPANSION 30INTS. 2. ALL WATER AND RESERVOIR OVERFLOW/DWN PIPING SHALL BE CLASS 51 DUCTULE IRON, RESTRAINED IOINT, UNLESS OTHERWISE 5ALL PIPING I WITHIN GRAVELSURFACED AAREAS NOTED. FALLED ACQUIRES NULAR TRENCH FSPR SET NOTICE Ary L °ENAU ® �/ SOUTH HILLS murraysm�th 7� 4TH LEVEL IF AAIS MR FFER°EMKX RESERVOIR noT is suE w EO " XA,XX'L4� SITE PIPING AND DRAINAGE PLAN C-6 13 oI 65 1120 1115 1110 1305 1100 1095 1090 81+00 B1+10 81+20 B1+30 B1+40 81+50 B1+60 BHJO 81+80 81+90 82+00 82+10 82+20 82+30 B2+40 B2+50 B2+6O B2+70 82+80 B2+90 B3+00 PROFILE ALIGNMENT'B' — 12"D SULE: T -Il HORR.1 5 VERT NOTES 1, 12" DRAINAGE PIPE FROM MH- I TO DRAIN OUTFALL SHALL BE 0900 PVC, UNRESTRAINED. 2. 12" DRAINAGE PIPE FROM RESERVOIR TO MH -1 SHALL BE CUSS SI DUCTILE IRON, RESTRAINED, O CE KALA o`�WED r'e 1 SOUTH HILLS murraySM, m 4TH LEVEL .m—i CHECKED ,yam„ RESERVOIR NFNNINPo 1120 1115 1110 1105 1100 1D95 1090 LEGEND ❑G IMPORTED GRANULAR TRENCH BACKFILL nN SELECT NATIVE TRENCH BACKFILL O RESTRAINED JOINT PIPE SP SUP -ON (STANDARD PUSH-ON)JOINT PIPE FSPR SET DRAINAGE PIPING PROFILE C_7 Esu ER. IEA, 1170 - — -� 1120 1160 1160 1150 1150 RES WALL 1140 1140 PROPEENCE PROP FENCE 50' \ P L lo' WIPE 1130 r - VNDISTUN BLD 1130 E%IST OR i ---- BUFFER 1120 RET WALLA - �� -- __ __ ____ i_ 1120 2°b SLP_ _ � 2%SIP ' --' 1110 / FIN G0. SEE RING WALL fpN RES FON RET WALL B E%IST SIX 6) UGP CNDS BEHIND DET 9, SHT C-15 RET WALL B, SEE NOTE 2 THIS SHT, SILT" -3, AND SHT C-14 1100 lm0 1+oO 1+10 1+20 1+30 1+40 1+S0 1+60 1+20 1+80 1+90 z+00 2+10 2120 SECTION A SCALE. 1"—SOC-3 1120 °ErKN 1110 1160 ____.,i i............._J _ ____.. _.... _ _.... _ _. _ _: 1160 1150 RESERVOIR __—_ _.... .. .... 1150 mcr�ean nnurvmm�n RES WALL NOim .1 1140 —. — _____— .,L__.. 1140 NER 0' 1130 EXIST GR _ 1130 PROP FENCE I I 1120 ________ .. ......._ _. _ _. ......., 1¢0 2YoFLG.— —a _ 1110 __ �. - --..__ 1110 — FIN OR � RE$ PON 1100 1100 1+00 1+10 1+20 1+30 1+40 1+SO 1+60 1+20 1+9D 1+90 2+00 NTD 2+2➢ 2+30 2+40 2+50 2+60 SECTION B SCAIE: 1'-l0' C-3 SHEET NOTES 1. THE SECTIONS SHOWN ON THIS SHEET ARE TYPICAL AND SHALL GENEMLLY APPLY TO THE RESERVOIR STRUCTURSSITE AS A WHOLE. 2. CONTRACTOR SHALL POTHOLE EXISTING SUB ELECTRIC UNDERGROUND POWER CONDUITS PRIOR TO BEGINNING EARTH WORK FOR RETAINING WALL B. NOTIFY ENGINEER OF POTENTIAL CONFLICTS TO ALLOW FOR CHANGES IN WALL ALIGNMENT. NOTICE KAN °BASF° —Ll��[ -vt) SOUTH HILLS RESERVOIR SECTIONS FSPR SET =N«ic-s 15 Of 65 °ErKN I 1 4TH LEVEL F THFI BAR ODES RID NCASSNE I- murraysm�rth RESERVOIR CHECKER e" �MXFXFLF mcr�ean nnurvmm�n NOim .1 NER FSPR SET =N«ic-s 15 Of 65 �,//fir Lor6soD iiyf /A '" /i/ �///e rr rir./,///mi..-6, iii/,o/r � �,/rrrr L/ < %�// IT / /I LET 6400 �"' � ii,,r r %% it (jI lill, 1'.1 EII lih kI ) ` N //. /< LOT I,� 62001tILOT 100/ /,.///// 1 I \ / r .. /'I III III °II �' Y ri IIIY I• IIti IP lll dlh,! ,I% .j 11!/I� / \ \1, I\ <1II'.`\ `\\ I\ 1 11 Ir �l� rr /j✓,'\/f �": III 13 ii /1 1a .Ual':IJ ILor\\\ \\ \ . METER \\ \\ \\ \ \ CONN TO EXIST 1z Vl J \ VALVE, EI UIllD X T BO ASST 1I- 1 �\I\\ \' \\L ''\\ \ \ \\.\\ \\ '\"� \ \ \ \ ,I •.., \ .I k .� \ \loll I I \\\ \ \\.\\ \ \\\ \1\1 FEE V X NN \\\ \ \\ \�\. \\\\ x \} \ \ \\. ` \ I\ \ \ APPRO%CLEARING \ \ \ m`v�vV i\15 WIDE GRAVELsrrE .\�\I`\ �\ \`\\\ \ \��\\�\'\. \\\ �y�`__�-\• \may \\\\\� \`'-u\.�: 'LI ACCESS ROAD SEEL11\ v A SHTS C-4 & c s `wA \ON, <\L6E AAV 2�V� w - A 1 v , 61 1 -�� PLAN 5171F: 1"=3a' rvoncE -OPE a ' SOUTH HILLS °IKkN murraysmrth RESERVOIR NET To IE 4TH LEVEL THEN WING I$ cx e° �AaJxeNm `°'"° - SHEET NOTES L CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZES AND DEPTHS OF EXISTING 1-71UT1ES. NOTIFY ENGINEER OF POTENTIAL CONFLICTS 22 HOURS IN ADVANCE OF MUTY INSTALIAnON TO ALLOW RIR CHANGES IN ALIGNMENT OR GRADE. 2. ALL WATER PIPING SHALL BE CLASS 51 DUCTILE IRON, RESTRAINED JOINT, UNLESS OTHERWISE NOTED. 3. SUE PIPING LAYOUTS DEPICTED ON THIS SHEET ARE GENERAL REFER TO PIPING PROFILE AND MECHANICAL SHEETS FOR DETAILED INFORMATION, WATER PIPING SCHEDULE - ALIGNMENT'A'. O1 STA Al+12 CONNECT TO EXIST 12"W FURNISH &INSTALL: 1-16'x12' DI RDCH, MJ O2 STP Al+34 FURNISH & INSTALL: 1-16" OI 22.5° NOBLE BEND, NO O3 STA A3+92 FURNISH & INSTALL: 1-16" DI 22.5" HOWE BEND, MJ O9 STA A2+58 FURNISH & INSTALL: 1-16• III 22S' HORIZ BEND, MJ O$ STA A4+05 FURNISH & INSTALL: 1-16" DI 225' HORIZ BEND, MJ 1-16" DT IL25" HORIZ BEND, MI © STA A4+34 FURNISH & INSTALL: 1-16' DI 11.25- HORIZ BEND, MJ O STA A6+23 FURNISH & INSTALL: 1-16' IT 225° HORIZ BEND, MJ 1-16' DI 11.25° HOME BEND, MJ OB STA 1+D2 FURNISH & INSTALL: 1-16b] 22.5° NOREE BEND, MI O9 STA A7+22 FURNISH &INSTALL: 1-16" DI 225" HORIZ BEND, MJ 10 STA A2+42 FURNISH & INSTALL: 1-16" DI 225° HORIZ BEND, MI 11 STA A8+66 FURNISH & INSTALL: 1-16" DI 225° HORIZ BEND, M3 12 STA A3+99 FURNISH & INSTALL: 1-16" 45° DI HOKE BEND, MI 13 STA A9+96 FURNISH & INSTALL: 1-16" 45° DI HORIZ SEND, M3 14 SEISMIC VALVE VAULT, SEE BHT 14-6 FSPR SET WATERLINE PLAN IC -9 16 of 65 1140 1125 1110 1095 1080 1065 1050 1035 1050 1035 1020 mos 990 925 960 F n PROFILE ALIGNMENT'A' - 16"W 1050 1035 1020 1005 990 9]5 960 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, SIZES AND DEPTHS OF EXISTING UTILITIES, NOTIFY ENGINEER OF POTENTIAL CONFLICTS 22 HOURS IN ADVANCE OF PIPELINE INSTALIATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRACE. 2. ALL WATER PIPING SHALL BE CLASS 51 DUCTILE IRON, RESTRAINED JOINT, UNLESS OTHERWISE NOTED. 3. PROVIDE POLYETHYLENE ENCASEMENT AND 3/8 -PEA GRAVEL BEDDING AND PIPE ZONE BACKFILL FROM OUTSIDE FACE OF PIPE BLOCKS THROUGH FLEXIBLE EXPANSION JOINTS. 4. INSTALL PIPELINE PER TYPICAL SECTION, SEE DETAIL W 1. V ON SHEET C-19. 5, DERJECT PIPE VERTICALLY AS REQUIRED TO MAINTAIN MINIMUM COVER AS SHOWN. PIPE DEFLECTION SHALL BE LIMITED TO ONE-HALF OF MAXIMUM ALLOWABLE JOINT DEFLECTION PER MANUFACTURER'S REQUIREMENTS. PROFILE ALIGNMENT'A' - 16"W SFALE. I"=30'X00.12.1"-15'VFBI NOTICE C-10 1125 DE s GX EO BAB OT 65 FLOWN 1095 188D ^X �' B MUSU THEN FRAN IF IN� IS O _=-_— ur 40po murraysmilh ` .c c.F(R o xm IF suL ® MMI M NFBEN 0, SOUTH HILLS 4TH LEVEL �" RESERVOIR 1140 C-10 1125 1110 OT 65 FLOWN 1095 188D LEGEND 1065 O IMPORTED GRA NUTARTRENCH BACKFILL ❑N SELER NATIVE TRENCH BACKFILL 1050 ® RESTRAI NED JOINT PIPE SP SLIP -..(STANDAR. PUSH-ON)JOINT PIPE 1035 FSPR SET WATERLINE PROFILE C-10 17 OT 65 FLOWN �'— A COMPACTED EARTHEN - / BERM SHALL BE PLACED AT ' / HIGHER EIEV THAN RIM / 20' LONG IONICA :. ELEV OF CB TO ENSURE LEVEL SPREADER -- WgTIR FLOWS INTO THE LEVEL SPRENDER AREA _ f'y.Yj„y�T� [n A viA1 / ACOMPACtED EARTHEN /-BERM SHALL9E PLACEDAT INSTALL AREA BRAIN CB FOR 7- HIGHER ELEV THAN OUTLET STRUCTURE WEEP HOLE DAYLIGHT GRAIN W/ FTAP VALVE, SLP MIN 1%, INSTALL T SQUARE CL 50 RIPRAP SPLASH PAD, 12" THK 10' LONG RIPRAP LINED DRAIN OUTFALL, SEE DEI 1, THIS BHT FOR DRAIN OUTFALL DETAIL 00 - \/ \ \ / THE - USE AS OUTLET STRUCTURE 1- CONCLEVELSPREADER — SEE DET I, THIS BHT AND // ALONG THE SOUTHERN AND . CITY OF SPRINGFIELD STD --r1— — WESTERN ENDS TOENSU RE DWG 4-13 ON SHL C-20 WATER IS DIRECTED LT \\ ZO / ACCRO$$THE LEVEL _ -� — ___Iy SPREADER / 100 i. /- _ -\ A W10E GRAVEL ACCESS ROAD —I'—_ `� / {� � GRADE ROADSIDEORCH TOWARDS / - / A �iA /� �� RIPRAR DRAIN OUTFALL, FOLLOW DUCH CROSS SECTION PER SECT D, .SHTC-12 LEVEL SPREADER PLAN SCALE: 1"=5' SEE SILT C-6 AND CJ FOR 12" PVC DRAIN PLAN AND PROFILE, RESPECTIVELY LEAST 95% OF MAX DENSITY PER PASHTO T-99 OVER MHOUR 500. GEOTEXTILE OR APPVD EQ OUTLET STRUCTU RE, 3'x3' ARFA DMIN CB t1 MAX 12" FUP VALVE, SEE NOTE 2 RIM=1093.51 11 2" WEEP HOLE, INSTALL SCHEDULE 00 PVC TO DAYLIGHT, W/ FLAP VALVE AT OUTLET oncE RAO TAPER EH: 12V 2 A%' 3' 6' 3' MIN DPAWN \ �`M .wmyxnm�.o�l ]HKE ..IN ROCK / �MXFMFT� EKK so x0i io sxwl MATCH TO EXIST GRADE COMPACTED EARTHEN BERM, BEHIND NOTES: I 1. ALLRIPRAP FOR DRAIN OUTFALL AND WEEP HOLE DAYLIGHT SPLASH PAD SHALL BE CLASS 50 RIPRAP, ADTO 10" THICK. WN.RIPRAP.LTO BE PLACED 5' WIDE AT OUTFALL SPLASH PAD TO LIMITS SHAWN. PLACE OVER MIRAFl 500X GEOTE%nLE FABRIC OR APPROVED EQUAL. 2. INSTALL A FLANGED, CAST OR DUCTILE IRON FLAP VALVE AT OUTFALL AS SHOWN, WATERMAN PF -25 OR APPROVED EQUAL. INSTALL FLANGED FLAP VALVE ON ET' PVC WITH RESTRAINED FLANGE COUPLING COMPACTED SUBGRADE (SELECT ADAPTOR, MEGAFLANGE BY EBAA IRON, OR APPROVED EQUAL. NATIV,0%O MATERIAL), 5ICOMPACT TO 3. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE 90%OF MA9, SPE N YPE3 OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. PASHTO T-99, SEE NOTE 3 DRAIN OUTFALL 1 SCALE 1/2"=1'-0' C-5 SOUTH HILLS 4TH LEVEL murraysmith �, � 0 RESERVOIR LEVEL SPREADER PLAN AND DETAILS FSPR SET C-11 10 Df 61 TAPER EH: 12V 2 A%' 3' 6' 3' MIN 6" THK MIN, 114 \ �`M ..IN ROCK / _- RIM -1092.00 MATCH TO EXIST GRADE 4% rP ' 0"THK , COMP ALTED CRUSHED / QUARROIX W/ ISH SIDECHANNEL, LO E$ l.sn:ly MAx SIDE SLOPES / MIRAFl 500x GEOTExnLE FgBRIC, OR APPVO EQ \ 20' LONG UST -]N -PLACE 6' TXK,"-0 COMPARED �\ CONC CURB FOR LEVEL CRUSHED QUARRY ROCK, SPREADER COMPACTED TO AT LEAST 95% OF MAX DENSITY PER PAS HTO COMPACTED SUBGRADE(SELECT T-99 OVER MIRAF1500% NATIVE MATERIAL), COMPACT TO GEOTE%nLE OR APP VO EQ 90% OF MAX DENSITY PER AASHTD T-99, SEE NOTE 3 LEVEL SPREADER �A1 SCALE 1'•=I,0, NOTES: I 1. ALLRIPRAP FOR DRAIN OUTFALL AND WEEP HOLE DAYLIGHT SPLASH PAD SHALL BE CLASS 50 RIPRAP, ADTO 10" THICK. WN.RIPRAP.LTO BE PLACED 5' WIDE AT OUTFALL SPLASH PAD TO LIMITS SHAWN. PLACE OVER MIRAFl 500X GEOTE%nLE FABRIC OR APPROVED EQUAL. 2. INSTALL A FLANGED, CAST OR DUCTILE IRON FLAP VALVE AT OUTFALL AS SHOWN, WATERMAN PF -25 OR APPROVED EQUAL. INSTALL FLANGED FLAP VALVE ON ET' PVC WITH RESTRAINED FLANGE COUPLING COMPACTED SUBGRADE (SELECT ADAPTOR, MEGAFLANGE BY EBAA IRON, OR APPROVED EQUAL. NATIV,0%O MATERIAL), 5ICOMPACT TO 3. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE 90%OF MA9, SPE N YPE3 OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. PASHTO T-99, SEE NOTE 3 DRAIN OUTFALL 1 SCALE 1/2"=1'-0' C-5 SOUTH HILLS 4TH LEVEL murraysmith �, � 0 RESERVOIR LEVEL SPREADER PLAN AND DETAILS FSPR SET C-11 10 Df 61 2' I, - IS VEL _ SHLDR FINISH ED GRADE@ 1\��, ACCESS ROAD CL / FINISHED GRACE ND7 SHLDR ACCESS ROAD CL COMPACTED SUBGFU DE (UNDISTURBED OR SELECT NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER PASHTO T-99 OVER MIRAFI 50OX GEOTEXTILE, OR APPVD EQ TYPICAL SECTION - RIGHT SHED SCALE I=S C_q STA 6,78 TO STA 9+00 NOTES 1. STRUCTURAL FILL MATERIALS PLACED ON SLOPES STEEPER THAN SH IV SHALL PROCEED IN VERTICAL LIFTS OF 2' AND HORIZONTAL BENCHES OF 10 FEET WIDE EXCAVATED INTO THE FACE OF EXISTING SLOPE AT THE TOE OF THE NEW FILL SLOPE, 2. FILL SLOPES SHALL BE OVERBUILT THEN CUTBACK 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, S. WET -WEATHER FILL MATERIAL SHALL CONSIST OF IMPORTED GRANULAR MATERIAL CONSISTING OF FRAGMENTED 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 FILL SLOPE. — — T -EXIST GRADE SHLDR L// FHUSHED GMDE Qil gyp_ ACCESS ROAD CL . COMPACTED SUNSHADE (UNDISTURBED OR SELECT NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER PASHTO T-99 OVER AU FAR SOCK GEOTEXRLE, OR APPVD EQ TYPICAL SECTION - CROWN R SCALE: 1 -1 0 STA 6+26 TO STA 6N7 ROAD CL COMPACTED SUBGRADE (UNDISTURBED OR SELECT NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER AASHTO T-99 OVER MINAR 50OX GEOTEXTILE, OR APPVD EQ TYPICAL SECTION - CROWN o SCALE: 1" = 5' C-9 STA 9+01 TO STA 9+71 TYPICAL SECTION NOTES: 1. CONTRACTOR SHALL TRANSITION ACCESS ROAD CROSS SLOPES BETWEEN TYPICAL SECTIONS 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. 2, ALL GRAVEL ROAD SECTIONS SHALL INCLUDE 15 -FOOT WIDE, 12 -INCH THICK, 3/4"-0 COMPACTED CRUSHED QUARRY ROCK SURFACING, COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER AASHTO T-99 OVER MIRAFI 500X GEOTEMLE, OR APPROVED EQUAL. 3. ALL GRAVEL SHOULDERS SHALL INCLUDE 2 -FOOT WIDE, 6 -INCH THICK, 3/4'-0 COMPACTED CRUSHED QUARRY ROCK SURFACING, COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER AASHTO T-99 OVER MIRAFI 500X GEOTEXTR E, OR APPROVED EQUAL. 4. D PLL ROADSIDE ITCHES AND CHECK DAMS SHALL BE CONSTRUCTED FROM CLASSILE 50 RIPRAP OVER MIRAT 50OX GEOTEXT, OR APPROVED EQUAL. DITCHES SHALL BE 2 -FOOT THICK, AND CHECK DAMS SHALL BE CONSTRUCTED PER DETAIL 2, THIS SHEET. 5. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED, OR SELECT NATIVE EDPACTEO MATERIAL. SUBGRAOE SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY PER AASHTO T-99. G. ALL SIOE SLOPES SHALL BE GRADED BACK TO EXISTING GROUND AT A MAXIMUM SLOPE OF 2 HORIZONTAL TO 1 VERTICAL (2H:TV) WITH SELECT NATIVE MATERIAL, COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY PER AASHTO T-99, FOR SLOPES 211: IV, INSTALL SLOPE MATTING. TYPICAL DETAIL FOR FILLING ON SLOPES (D FSPR SET SCALE: NTS VARIES, 2.5' TO 6.0 SCALE: NTS NOTES: 1. INSTALL ROCK CHECK DAMS AT 12 -FOOT INTERVALS ALONG EACH ROADSIDE DRCX. CHECK DAMS TO BE CONSTRUCTED USING CLASS 50 RIPRAP. 2. CHECK DAMS SHALL BE 12 INCHES IN LENGTH AS MEASURED ALONG THE PATH OF FLOW. EXTEND THE COMPLETE WIDTH OF THE DITCH. 3. INSTALL ROCK CHECK DAM AT ALL LOCATIONS WHERE BITCHES PASS UNDER CHAIN LINK FENCING (RESERVOIR SITE AND FULL SITE PERIMETER FENCES) TO BLOCK OPENING UNDER FENCE AN AVOID UNWANTED SITE INTRUDERS. 6• KA„ f EXIST GRADE ```` DI~TCH "1 SOUTH HILLS ED COMPA(UNDISTURBED O9 MDE \ SELECT NATIVE SELECT NATIVE MATERIAL), COMPACT MATERIAL), COMPACT OFMAXDENSITY PER MSXTO T-99 OVER ER `_�� W MIFI 500X GEOTE%TILE, OR APPVD EQ . TYPICAL SECTION - LEFT SHED A SCALE: 1 = 5' C-12 C_4 STA 1+00 TO STA 6+25 "THIS TDA �� 111D.o...o.Rww.,o..� EXIST GRADE FINISHED GRACE ND7 SHLDR ACCESS ROAD CL COMPACTED SUBGFU DE (UNDISTURBED OR SELECT NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER PASHTO T-99 OVER MIRAFI 50OX GEOTEXTILE, OR APPVD EQ TYPICAL SECTION - RIGHT SHED SCALE I=S C_q STA 6,78 TO STA 9+00 NOTES 1. STRUCTURAL FILL MATERIALS PLACED ON SLOPES STEEPER THAN SH IV SHALL PROCEED IN VERTICAL LIFTS OF 2' AND HORIZONTAL BENCHES OF 10 FEET WIDE EXCAVATED INTO THE FACE OF EXISTING SLOPE AT THE TOE OF THE NEW FILL SLOPE, 2. FILL SLOPES SHALL BE OVERBUILT THEN CUTBACK 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, S. WET -WEATHER FILL MATERIAL SHALL CONSIST OF IMPORTED GRANULAR MATERIAL CONSISTING OF FRAGMENTED 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 FILL SLOPE. — — T -EXIST GRADE SHLDR L// FHUSHED GMDE Qil gyp_ ACCESS ROAD CL . COMPACTED SUNSHADE (UNDISTURBED OR SELECT NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER PASHTO T-99 OVER AU FAR SOCK GEOTEXRLE, OR APPVD EQ TYPICAL SECTION - CROWN R SCALE: 1 -1 0 STA 6+26 TO STA 6N7 ROAD CL COMPACTED SUBGRADE (UNDISTURBED OR SELECT NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER AASHTO T-99 OVER MINAR 50OX GEOTEXTILE, OR APPVD EQ TYPICAL SECTION - CROWN o SCALE: 1" = 5' C-9 STA 9+01 TO STA 9+71 TYPICAL SECTION NOTES: 1. CONTRACTOR SHALL TRANSITION ACCESS ROAD CROSS SLOPES BETWEEN TYPICAL SECTIONS 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. 2, ALL GRAVEL ROAD SECTIONS SHALL INCLUDE 15 -FOOT WIDE, 12 -INCH THICK, 3/4"-0 COMPACTED CRUSHED QUARRY ROCK SURFACING, COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER AASHTO T-99 OVER MIRAFI 500X GEOTEMLE, OR APPROVED EQUAL. 3. ALL GRAVEL SHOULDERS SHALL INCLUDE 2 -FOOT WIDE, 6 -INCH THICK, 3/4'-0 COMPACTED CRUSHED QUARRY ROCK SURFACING, COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER AASHTO T-99 OVER MIRAFI 500X GEOTEXTR E, OR APPROVED EQUAL. 4. D PLL ROADSIDE ITCHES AND CHECK DAMS SHALL BE CONSTRUCTED FROM CLASSILE 50 RIPRAP OVER MIRAT 50OX GEOTEXT, OR APPROVED EQUAL. DITCHES SHALL BE 2 -FOOT THICK, AND CHECK DAMS SHALL BE CONSTRUCTED PER DETAIL 2, THIS SHEET. 5. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED, OR SELECT NATIVE EDPACTEO MATERIAL. SUBGRAOE SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY PER AASHTO T-99. G. ALL SIOE SLOPES SHALL BE GRADED BACK TO EXISTING GROUND AT A MAXIMUM SLOPE OF 2 HORIZONTAL TO 1 VERTICAL (2H:TV) WITH SELECT NATIVE MATERIAL, COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY PER AASHTO T-99, FOR SLOPES 211: IV, INSTALL SLOPE MATTING. TYPICAL DETAIL FOR FILLING ON SLOPES (D FSPR SET SCALE: NTS VARIES, 2.5' TO 6.0 SCALE: NTS NOTES: 1. INSTALL ROCK CHECK DAMS AT 12 -FOOT INTERVALS ALONG EACH ROADSIDE DRCX. CHECK DAMS TO BE CONSTRUCTED USING CLASS 50 RIPRAP. 2. CHECK DAMS SHALL BE 12 INCHES IN LENGTH AS MEASURED ALONG THE PATH OF FLOW. EXTEND THE COMPLETE WIDTH OF THE DITCH. 3. INSTALL ROCK CHECK DAM AT ALL LOCATIONS WHERE BITCHES PASS UNDER CHAIN LINK FENCING (RESERVOIR SITE AND FULL SITE PERIMETER FENCES) TO BLOCK OPENING UNDER FENCE AN AVOID UNWANTED SITE INTRUDERS. NOTICE KA„ LwL • SOUTH HILLS ACCESS ROAD E IT DE�BeD `_�� W . 4TH LEVEL TYPICAL SECTIONS C-12 "THIS TDA �� 111D.o...o.Rww.,o..� murraysm�7h`T RESERVOIR oT.oscn MEMIHio-Rai NO. DATE BY REVISION nww camEr>xn �e rw> vme ec cxnwx nvc cememnro >n>n l9 oT 65 4" SOLID WALL MOPED AT PIPE \ \ i -- _ , RETAINING WALL A, _ \ - —' W/ FAILL,RUPRAEE DET PAD IS \ i OIRFALL, SEE DET L, THIS $HT UNITS CLEARING \\ EXIST GRADER _•\ FE 4' PERT HDPP EDRAIN EE1, TERCOVE S SEE DTT ET 1, THIS SITE / � d B f / RETAINING WALL'A' PLAN SCALE: 1"=1 1125 1120 1115 1110 1105 1100 O 1+00 1+30 1+20 1+30 1+40 1+50 1+60 1+70 1+BO RETADIRNING WALL'A' PROFILE llUl NOTICE 3ao� ANGLE OF INTERNAL DISIP"E 30'0^ SAW o +C,^ rvpui llElY 310 N" O F�3m® a3rm® i w D M TOP OF WALL FTN GR@TOP OF WALL = 1119.56 BOTTOM FIN GR @ BOTTOM OF OF WALL WALL (CONTROL LINE) 4" HDPE PERF 4" HDPE DRAIN PIPE, ROUTE ONAIN PIPE BEHIND WALL ALONG LENGTH AND UNDER WALL AT LOW POINT TO DAYLIGHT (USE BENDS AS REQ'D) 1+00 1+30 1+20 1+30 1+40 1+50 1+60 1+70 1+BO RETADIRNING WALL'A' PROFILE llUl NOTICE KAU ANGLE OF INTERNAL DISIP"E SAW FRICTION GRANULAR WALL .,__._... llElY 1125 2'r2'r2' SPL -ASH PAD, CsS 51 1120 PLEAP AT CHAIR OUTFALL 4" SOLID WALL HDPE DRAIN PIPE AT STA 1+32, SLP-1%MIN, SEE NOTE 1115 4" PEAL CAP AT PIPE END 1 1110 `4>murraysmi FSPR SET NOTES 1. FINAL L4YOUIS FOR RETAINING WALLS SHALL BE DESIGNED BY CONTRACTOR'S RETAINING WALL DESIGNER, STAMPED BY A LICENSED PROFESSIONAL ENGINEER, AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO CONSTRUCTION. WALL LENGTHS, INFLECTION POINTS, AND ELEVATIONS FOR BUTTOM AND TOP OF WALL SHOWN HEREIN SHALL BE USED FOR BASIS OF DESIGN ONLY, AND SHALL BE COORDINATED WITH MATERIAL TO BE SUPPLIED DURING FINAL DESIGN, 2 EDMRACTOR SHALL CONSTRUCT RETAINING WALLAND PERFORATED DRAIN LINE PER FINAL DESIGNS BY RETAINING WALL DESIGNER TO ENSURE PROPER DRAINAGE AND STRUCTURAL STABILITY. FOR TYPICAL RETAINING WALL CONSTRUCTION REQUIREMENTS, SEE DET I, THIS SHEET. 3. RETAINING WALL CONTROL LINE IS SHOWN AS THE BOTTOM OF THE EXPOSED FRONT FACE OF WALL. 4. 6 -INCH MINIMUM VERTICAL EXPOSURE IS REQUIRED ABOVE THE TOP BACK OF WALL. WHERE BOTTOM FROM OF WALL IS ADJACENT TO SLOPING GROUND, 24 -INCH MINIMUM VERTICAL BURY IS REQUIRED. WHERE BOTTOM FRONT OF WALL IS ADJACENT TO FIAT GROUND, 12 -INCH MINIMUM VERTICAL BURY IS REQUIRED. S. BASIS OF WALL DESIGN FOR WALL "A" SHOWN ON THIS SHEET IS A PRECAST CONCRETE GRAVITY WALL, QUARPO STONE FACE BY ULTRABLOCK, OR APPROVED EQUAL AT CONTRACTOR S OPTION, A MECHANICALLY STABILIZED EARTH RETAINING WALL CAN BE DESIGNED AND SUBMITTED FOR APPROVAL. 6. RETAINING WALLS SHALL BE DESIGNED FOR THE FOLLOWING SOIL PROPERTY VALUES ALLOWABUE ULARINU PKtSAIRC 25DO PSF 1. ROUTE DRAIN TO DAYLIGHT W/ CRUSHED ROCK BEDDING AND PIPE ZONE BACKER -1, AND RIPRAP SPLASH PAD AT OUTFALL. GRAIN PIPE SHALL BE ADS N12 WT -IB, OR APPROVED EQUAL, 2, FINAL LEVELING PAD DEPTH TO BE DETERMINED BY ENGINEER, FOLLOWING SUBGRADE INSPECTION. PLACE OVER MIRAH 500K GEOTEXTILE OR APPROVED EQUAL. GRAVITY RETAINING WALL (WALL HEIGHT VARIES) OF WALL REVEAL, 6" srnucT 4' PERF HOPE DRAIN PIPE W/ ADS 'DRAIN GUARD" OR APPVD EQ FOR ENTIRE LENGTH OF RETAINING WALL. SLP -1% MIN, ROUTE UNDER WALL AT LOW POINT TO DAYLIGHT DISCHARGE LOCATION W/ 4" HOPE SOLID WALL GRANULAR DRAIN BACKFILL, SEE SPECS, 4" BEDDING AND 12" ON THE SIDES AND TOP OF PERE DMIN PIPE, W/ DRAINAGE GEOTEXIILE (MIRAFI 18DN OR APPVO GEL W/ P MIN OVERLAP 1`0' GRANULAR STRUCTURAL BACKFILL, SEE SPECS TYPICAL RETAINING WALL'A' SECTION I SCALE: 3/6"=1'-0" SOUTH HILLS RETAINING WALLA' 4TH LEVEL PLAN & PROFILE C-13 RESERVOIR DATE �E71.�17771 20 Of 65 DENSITY ANGLE OF INTERNAL C (PSF) (PCF) FRICTION GRANULAR WALL BACKFILL 125 34 O ALLOWABUE ULARINU PKtSAIRC 25DO PSF 1. ROUTE DRAIN TO DAYLIGHT W/ CRUSHED ROCK BEDDING AND PIPE ZONE BACKER -1, AND RIPRAP SPLASH PAD AT OUTFALL. GRAIN PIPE SHALL BE ADS N12 WT -IB, OR APPROVED EQUAL, 2, FINAL LEVELING PAD DEPTH TO BE DETERMINED BY ENGINEER, FOLLOWING SUBGRADE INSPECTION. PLACE OVER MIRAH 500K GEOTEXTILE OR APPROVED EQUAL. GRAVITY RETAINING WALL (WALL HEIGHT VARIES) OF WALL REVEAL, 6" srnucT 4' PERF HOPE DRAIN PIPE W/ ADS 'DRAIN GUARD" OR APPVD EQ FOR ENTIRE LENGTH OF RETAINING WALL. SLP -1% MIN, ROUTE UNDER WALL AT LOW POINT TO DAYLIGHT DISCHARGE LOCATION W/ 4" HOPE SOLID WALL GRANULAR DRAIN BACKFILL, SEE SPECS, 4" BEDDING AND 12" ON THE SIDES AND TOP OF PERE DMIN PIPE, W/ DRAINAGE GEOTEXIILE (MIRAFI 18DN OR APPVO GEL W/ P MIN OVERLAP 1`0' GRANULAR STRUCTURAL BACKFILL, SEE SPECS TYPICAL RETAINING WALL'A' SECTION I SCALE: 3/6"=1'-0" SOUTH HILLS RETAINING WALLA' 4TH LEVEL PLAN & PROFILE C-13 RESERVOIR DATE �E71.�17771 20 Of 65 1130 1125 1120 1115 1110 \��\ X�. - �� •{ �� WALL IS NOT FEASIBLE DUE TO THE INABILITY TO COSTRUCT THE WALL WITH THE REQUIRED GEOGRID TIE -BACK LENGTHS DUE TO THE EXISTING UNDERGROUND POWER CONDUITS BEHIND THE WALL. s ate\ - _*— --❑ �' I v `�� ,�' 6. RETAINING WALLS SHALL BE DESIGNED FOR THE FOLLOWING SOIL PROPERTY VALUES: •. �. ./ �- 'j RETAINING WA LB - - _ — 1+002+00 l IG UU_GP-- _ _ L RETAINING WALLS' PLAN SCALE: 1•=10' I DENSITY \\ V - _ l.C , NOTES: L FINAL RETAINING WALLS SHALL DESIGNED BY CONTRACTOR'S RETAINING WALL mG FRICTION _ 'T 0V 84CKFlLL J TALAYOUTSPFOR R, STAMPED DESIGNER, RIOR TO BOATRUCTI N.WALLENGTH ENGINEER, AND PROFESSIONAL FOR THE CORONS APPROVAL O •�/ X.. FOR BOT POINTS, AND LEWTY BOTTOM ESIGNONL, AND Top DTop SHALL \ OF WALL HOWN HEREIN SHALL BE SHOWN LLB USED OI BASIS OF GN ONLY, AND SHALL BF AND BE -...• 1 IT COORDINATED WITH MATERIAL TO 8E SUPPLIED DURING FINAL DESIGN. ED DURING FINAL DESIGN. I 4 •.r.•1 \'� 2. CONTRACTOR SHALL CONSTRUCT RETAINING WALL PER FINAL DESIGNS BY RETAINING WALL DESIGNER TO \, •' ENSURE PROPER DRAINAGE AND STRUCNRAL STABILM. FOR TYPICAL RETAINING WALL CONSTRUCTION 3i \'1 �\ •.� REQUIREMENTS, SEE DET E, THIS SHEET. 3zam� • 3. RETAINING WALL CONTROL LINE IS SHOWN PS THE BOTTOM OFTHE EXPOSED FRONT FACE OF WALL. I L F \ 1 - \ `II 461NCH MINIMUM VERTICAL EXPOSURE IS REQUIRED ABOVE THE TOP BACK OF WALL WHERE BOTTOM \/EV .I •_II FRONT OF WALL IS ADJACENT TO SLOPING GROUND,24-INCH MINIMUM VERTICAL BURY IS REQUIRED. WHERE BOTTOM FRONT OF WALL IS ADJACENT TO FLIT GROUND, 12 -INCH MINIMUM VERTICAL BURY I5 �� P� Y •} REQUIRED. V /-/ i • G S. BASIS OF WALL DESIGN FOR WALL "B" SHOWN ON THIS SHEET IS A PRECAST CONCRETE GRAVITY WALL, QUARRYSTONE FACE BY ULTRABIOCK OR APPROVED EQUAL A MECHANICALLY STABILIZED EARTH RETAINING \��\ X�. - �� •{ �� WALL IS NOT FEASIBLE DUE TO THE INABILITY TO COSTRUCT THE WALL WITH THE REQUIRED GEOGRID TIE -BACK LENGTHS DUE TO THE EXISTING UNDERGROUND POWER CONDUITS BEHIND THE WALL. s ate\ - _*— --❑ �' I v `�� ,�' 6. RETAINING WALLS SHALL BE DESIGNED FOR THE FOLLOWING SOIL PROPERTY VALUES: •. �. ./ �- 'j RETAINING WA LB - - _ — 1+002+00 l IG UU_GP-- _ _ L RETAINING WALLS' PLAN SCALE: 1•=10' I 1+Bo 1+10 1+20 1+30 1+40 1+50 1+60 1+70 E+BO 1+90 2+D0 2+10 2+20 2+30 2+40 2+50 2+60 2+70 RETAINING WALL'B'PROFILE SCALE: HORIZ 1°-10VERT 1^-S' DENSITY ANGLE OF INTERNAL C (PSF) mG FRICTION GRANULAR WALL 0V 84CKFlLL 125 34 O � 3i 3zam� i3N ti n333� rmLL TOP OF WALL x333® O �m QaNON Lae^m FIN p OF WALL wp.+ mW FIN GR @ BOTTOM OF BOTTBM WALL(CONTROL LINE) OF WALL 1+Bo 1+10 1+20 1+30 1+40 1+50 1+60 1+70 E+BO 1+90 2+D0 2+10 2+20 2+30 2+40 2+50 2+60 2+70 RETAINING WALL'B'PROFILE SCALE: HORIZ 1°-10VERT 1^-S' Lc `APPRO%CLEARING eewm w moaortc. awu ror LIMITS, MATCH EXIST GRADE NOTES: GRAVITY RETAINING L FINAL LEVELING PADTOWALL (WALL HEIGHT DETERMINED 8Y ENGINEER,ER, FOLLOWING ING VARIES) 5UBGMOE INSPECTION. PUCE OVER MIMFI 500%GEOTEX➢LE OR APPROVED EQUAL. BACK OF WALL REVEAL, 6" 2. THE CONTRACTOR SHALL POTHOLE EXISTING 5Lp VARIES, 5UB ELECTRIC UNDERGROUND POWER GI 1130 CONDUITS PRIOR TO BEGINNING EARTHWORK FOR RETAINING WALL B. NOTIFY ENGINEER OF 2' MIN GRANULAR PUTEN ITAL CONFLICTS TO ALLOW FOR CHANGE STRUCF BACKFILL, OR IN WALLALIGNMENT. MAX ALLOWABLE, TO 1125 DRAINAGE GLITCH, SEE SHE C-3 PROTECT EXIST UGP SLE VARIES 1120 EXIST SIX (6) / UGP CHUB, y \ SEE NOTE 2 1115 DO �?z 1"-0" GRANULAR STRUCT 1130 Ib BACKFILL, SEE SPECS £m TYPICAL RETAINING WALL'B' SECTION FSPR SET 5CALE J/B"-1' DENSITY ANGLE OF INTERNAL C (PSF) (PCF) FRICTION GRANULAR WALL 84CKFlLL 125 34 O Lc `APPRO%CLEARING eewm w moaortc. awu ror LIMITS, MATCH EXIST GRADE NOTES: GRAVITY RETAINING L FINAL LEVELING PADTOWALL (WALL HEIGHT DETERMINED 8Y ENGINEER,ER, FOLLOWING ING VARIES) 5UBGMOE INSPECTION. PUCE OVER MIMFI 500%GEOTEX➢LE OR APPROVED EQUAL. BACK OF WALL REVEAL, 6" 2. THE CONTRACTOR SHALL POTHOLE EXISTING 5Lp VARIES, 5UB ELECTRIC UNDERGROUND POWER GI 1130 CONDUITS PRIOR TO BEGINNING EARTHWORK FOR RETAINING WALL B. NOTIFY ENGINEER OF 2' MIN GRANULAR PUTEN ITAL CONFLICTS TO ALLOW FOR CHANGE STRUCF BACKFILL, OR IN WALLALIGNMENT. MAX ALLOWABLE, TO 1125 DRAINAGE GLITCH, SEE SHE C-3 PROTECT EXIST UGP SLE VARIES 1120 EXIST SIX (6) / UGP CHUB, y \ SEE NOTE 2 1115 DO �?z 1"-0" GRANULAR STRUCT 1130 Ib BACKFILL, SEE SPECS £m TYPICAL RETAINING WALL'B' SECTION FSPR SET 5CALE J/B"-1' COMPACTED TO AT LEAST 95% OF MAY DENSITY PER PASHTO T-99 OVER MIRAFI BOOK GEOTEXTILE OR APPVD EQ COMPACTED SUBGRADE (UNDISTURBED NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER AAFHTO T-99, SEE NOTE 1 NOTE: L. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. GRAVEL SURFACING SECTION 1 SCALE NTS 6' REVEAL ] 1"CHAMFER-- ISLP-2% INTERIOR ]%' GROUT SHELL 10. SLP 2% 6" THK CONC PAD, SEE NOTE 2 L6"THK, %'-O COMPACTED CRUSHED COMPACTED SUBGRADE QUARRY ROCK, COMPACTED TO AT (UNDISTURBED NATIVE MATERIAL), LEAST 95% OF MAX DENSITY PER COMPACT TO 90% OF MAX DENSITY AASHTO T-99 OVER MIRAFI 500% NOTES' PER AASHTO T-99, SEE NOTE 1 GEOTEXTILE OR APPVD EQ 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 2. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 9.000 PSI IN 28 DAYS. ALL CONCRETE SHALL CONTAIN 5% (1%f) AIR ENTRAINMENT. SLUMP SHALL BE 1" TO 6". REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. PAD SHALL INCLUDE #5 BARS AT 12" ON CENTER EACH WAY, MINIMUM. DETAIL ANDPEACE ACCORDING TO ACI MANUAL SP -66. UNLESS OTHERWISE NOTED, MINIMUM COVER SMALL BE 2" FOR BARS ANO 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 9 THIS SHEET FOR RINGWALL SURCEASE AND FOUNDATION CONSTRUCTION. TYPICAL CONCRETE PAD ADJACENT TO RESERVOIR X21 SCALE: MS 2" THK HMAO, IEVEL 3, Y1" DENSE GRADED TANK BASE W/ PG 60-22 BINDER 12" THK, %"-0 COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF MAX DENSITY PE0. AASHTO T-99 OVER MIRAFI EGON GEOTEXTILE OR APPVD EQ SHELL VARIES, 12' MIN, IT WP 6" RINGWALL EXPOSURE SLP VARIES, 2% MIN COMPACTED SUBGPAOE (SELECT NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER AASHTO T-99, SEE NOTE 1 NOTES: 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 2. THIS DETAIL 15 TYPICAL FOR THE GRAVEL ROADWAY AROUND THE RESERVOIR. SEE DETAL- 0 THIS SHEET FOR RINGWALL SUBGRADE AND FOUNDATION CONSTRUCTION. TYPICAL GRAVEL ROADWAY SECTION AROUND RESERVOIR is1 SCALE: NTS TELEMETRY BLDG INTERIOR WALL e d i Ir- ®9 f 20" THK, %"-O QUARRY ROCK FON BASE, 2" MIN T 'r• • COMPACTEDTOATLEAST95% OEMAN REVEAL DRY DENSITY AASHTO PER T-99 OVER \ r . GEOTEXTH E s00OR APPVD EQ d a z_ X4' LUX, COMPACTED CRUSHED QUARRY ROCK / ( £#ADS 6" OVERLAP MIN ° c FDN BASE, COMPACTED TO \ f \ Jl i�iryi _ £ 0 AT LEAST 95% OF MAX DRY 1L / 30' O \ 1 O. CONC BLDG RUN, DENSITY PER AASHTO 199 1 24" THK, %"-0 COMPACTED CRUSHEDIS"-Y°" '^ / /' / - '�' SFE STRULT 5HT5 J \ r p OVER MIMF150O% • V\ QUARRY ROCK FDN BASE, COMPACTED OPEN GRADED - GEOTEXIILF OR APPVD E Q TO AT LEAST 95% OF MAX DRY DENSITY QCRUSHED DRAIN ROCK -Y • 1L �r 4"D IAF RENCHDRAIN, �/�////// PERPASHTO -99R 500% 12"FAPGRAVEL y / // \/ SEE SET5, THIS EST OT GEOTEXTILE OR APPJD EQMIMFI 18ON GEOTE%TILE SURFACING SECTION, \/ /c/ FABRIC OR APPVD EQ SEE DET I, THIS BHT MID CONC RINGWALL FOOTING,) J COMPACTED SUBGMOE (SELECT q8"MIN QUARRY ROCK SEE STRUCT 5HT5 NATIVE MATERIAL), COMPACT TO 90% OF MAX DENSITY PER0" - HDPE PERF PIPE W/ NOTES COMPACTED SUBGMOE AASHED T-9% SEE NOTE] "DRAIN GUARD" FILTER COMPACT TO MA)( NOTES: COVER, Nl2 N 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE 90%NATIVE 90% OF MAX DENSITY PER DENSITY %BY O0. APPVD EQ, l.p% OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. PASHTO 199, SEE NOTE 1 1, ALL PREPARED SUBGRAD SHALL BE M UNDISTURBED SUBGDE SLP MIN B OBSERVED AND APPROVED BY THE GEOTECHNICAL NICAL ENGINEER. 2, THIS DETAIL IS TYPICAL FOR ALL SIDES OF THE TELEMETRY BUILDING 2. THIS TYPICAL FOR THE FULL RESERVOIR SUBGRADE AND FOUNDATION PREPARATION. LLDETAILAND S LLTHE PSUBGMDE (AND wrrnm THF amewqu LIMITS) AND THE FRENCH DRAIN SECTION FOUNDATION Fourvognory PREPARATION. TELEMETRY BUILDING FOUNDATION RINGWALL FOUNDATION SCALE: 1"=r -p^ _ SCALE NIB 6 SCALE: NTS FSPR SET NOTICE RANSHUT Aft M.� Fw m r"" o murraysmilh` .a `m , o 4TH LEVEL SOUTH HILLSoECKE RESERVOIR CIVIL DETAILS - 1 C-15 oE�NFD L IFTHISEDRDOIS THIN o�wING Is �H EP O.1 x..L 22 of 65 N0. DATE BY REVISION vvmvcv .n- o ssoc:mv. nccwnini n.cc. ccv.c..vc....... STEPS, SEE NOTE 4 12"PJC D A't f8" DIA MH W/ 36" DIA LID, iEE CITY OF SERF NGFlELD ,TD DWG 4-1, SHE C-19 PLAN STD MH FRAME AND COVER W/ 36" OIA LID, SEE CITY OF RESTORATION AND SPRINGFIELD STOo--n DWG 4-1A, BHT 1, REFER TO SUB STD DET W1.17 FOR TYP TRENCH Q TRENCH BACKFILL C -I, ® _ LLL MMEXA 4' PVC SO FROM BLDG CONFLICTS, IF ANY. IN(SW)E-1111,97 CIVIL DETAILS - 2 BEHIND) d STEPS, SEE NOTE 4 5KAU GN DE�ANEO (`—n IF LFIS MR DO S or T.S DENSE GRADED W/ PG `W IM SYMBOL SURFACE RESORATION REQUIREMENTS £ b 1 BACKFILL WITH CLASS 'B' GRANULAR MATERIALTO FINISH GRADE. p --n REPLACE AC PAVEMENT,NG k � FDN/FRENCH DRAIN 12"DI D W/ FLAP VALVE �A �4-PVC D W/ D FLAP VALVE RIM EL=1114.50 MATCH FIN GR 4B" DIA FLATTOP MH W/ RISERS AS REQ'D �— IT OF FROM RES OF / DRAIN ALIGN 'B', IN (E) IE-IJUDID W/ FLAP VALVE g 4" PVC D FROM VALVE F— %SLOPE VAULT IN (SE)IE=1104.80 cvM�� _ W/FIAPVALVE, (BEH1N0) NON -SHRINK GROUT 12" PVC OIfRET TO DRAIN OUTFALL AS NEEDED TO SLOPE ALIGN'5', OUT (NW) IE=1104.50 BOTTOM NOTES: .SECTION A -A COMPACTED LEVELING PAD, 6' THK, Y,' -O CR 1. PROVIOF FLAP VALVES AT MANHOLE ENTRANCES AS SHOWN, WATERMAN PF -25, OR EQUAL. MOUNT FLAP VALVE TO MANHOLE WALL USING EPDXY ANCHORS, AND GROUT, INSIDE AND OUTSIDE TO PROVIDE SMOOTH, WATERTIGHT FLOW CHANNEL. FLAP VALVE NOT REQUIRED ON 12' PVCVET, 3 DU4- GUTTER DRAIN FROM TELEMETRY BUILDING, OR 4' HDPE FDN/FRENCH DRAIN. 0 2. INSTALL LINK -SEALS OR NON -SHRINK GROUT AT ALL MANHOLE PENETRATIONS, SEE DETAIL 2, SHEET M-6. O I 4. STEPS SHALL BE 12" ON CENTER, PROVIDED FROM TOP OF MANHOLE AND TERMINATING 12 INCHES ABOVE GROUTED CHANNEL AT BASE OF MANHOLE STEPS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-028, TIGHT AND FIRMLY EMBEDDED N I 5. INSTALL FLOW CHANNEL, GROUT BOTTOM OF MANHOLE WITH SMOOTH FINISH AT ERR SLOPE TOWARD OUTLET. 5 48" MANHOLE (MH -1) i11 t SCALE: I/2"=1'-0' C-3 o PYROX G-10 INSULATING WASHERS, WE UNPROTECTED PIPELINE STL WASHERS, W/ OVERSIZED ID, TYP ON EA SIDE OF MUG FULL FACE STD INSULATED CASKET Y PROTECTED PIPELINE FIG, TYP FOR BURIED PIPES, TAPE WRAP CIRCUMFERENCE OF FLANGE W/ 3 WRAPS 20 MIL PVC TAPE NOTES: 1. FOR BURIED OR INSULATING FLANGE INSTALLATION, DO NOT INSTALL INSULATING WASHER ON PROTECTED 51DE OF INSULATING FLANGE. 2. COAT BURIED INSULATING FLANGES WITH COLD APPLIED COAL TAR MASTIC AFTER ASSEMBLING JOINT AND WRAP WITH A BUTYL RUBBER ADHESIVE, POLYETHYLENE BACKED TAPE. INSULATED FLANGE SCALE: REFS CLASS'B' GRANULAR TRENCH BACKFILL Y"-0' CR BFILL TO FIN OR 45"-D" CR STILL IN PIPE ZONE DI WATERLINE .IN GOOSENECK ASSEMBLY i1 SCALE: UPS C-3 PAVEMENT NOTES: RESTORATION AND CLASS -B" GRANULAR 1, REFER TO SUB STD DET W1.17 FOR TYP TRENCH Q TRENCH BACKFILL SECTIONS. THIS DET SHALL SUPERSEDE SUB STD DET ® _ LLL MMEXA DURING CONFLICTS, IF ANY. O4" CIVIL DETAILS - 2 EFT C 16 23 of 65 THK HMAC, OR MATCH 5KAU GN DE�ANEO EXISTDENS THK, LEVEL IF LFIS MR DO S or T.S DENSE GRADED W/ PG `W IM SYMBOL SURFACE RESORATION REQUIREMENTS i 64-22 BINDER NO. DATE eY REVISION 1 BACKFILL WITH CLASS 'B' GRANULAR MATERIALTO FINISH GRADE. REPLACE AC PAVEMENT,NG THICKNESS, 4' M, IN TRENCHCH SURFACE SR TO MATCH ORIGINAL CONTOURS. CCD 0 - ZJ _ H SACKFUL REQUIREMENTS Oa O FURNISH A, INSTALL CLASSB' BEDDING, PIPE ZONE & TRENCH BACKFILL COMPACTED TO 95% OF MAX DENSITY PER AASHTD T-99. r\ O FURNISH & INSTALL ' BEDDING AND PIPE NV"! ZONE BACKFILL COMPACTEDPACTEDTO 95% OF MAX DENSItt PER PASHTO T-99, MATERIAL LIST O1 8" CLASS 50 DI PIPE, RESTR O2 B" GALV S SCMED 4D VENT PIPE W/ 2 SHORT RADIUS 90' BENDS, WELDED O3 B. GALV STE SCHED 40 PIPE W/ R" THK END GIP ( WELDED), VErvT TO INCLUDE APPROX 36 -1" DIA HOLES AT APPROX 3P" SPACING ON PIPE SECTION & END CAP, TACK W ELD %" 20 GAUGE GAIN WIRE MESH INSIDE PERFORATED PIPE O4 ISOLATION JOINT, SEE INSUL RG DET, THIS SHIFT 1. ALL PIPE AND FITTINGS SHALL BE RESTRAINED. 2. VERIFY LOCATION OF GOOSENECK WITH ENGINEER. 3. HOT DIP GALVANIZE ALL STEEL PARTS AFTER FABRICATION. PIPE TRENCH DETAIL WITH CONDUITS a SCALE: N15 FSPR SET NOTICE ® _ LLL MMEXA murruysm�rthI ��-��__ j]]—� \ AA SOUTH HILLS 4TH LEVEL RESERVOIR CIVIL DETAILS - 2 EFT C 16 23 of 65 5KAU GN DE�ANEO IF LFIS MR DO S or T.S DEHK4 Cx NO. DATE eY REVISION PULL SIO W/ THREE-SFIRE PRESSEDSE BRACE POST, EXTENSION BARBED WIRE CLIMB SUPPORT, SEE THREE -STRAND FOR SIZE, $EE BARRIER, SEE SPEC FENCE NOTE 1 SPECS,TYP TWISTED A, BARBED SELVAGE BARBED WIRE NMB END, GATE, OR CORNER POST TOP HINGE 64RRIER, $EE SPECS (180° SWING) 20'-0" TOP RAIL SLEEVES TOP MIL pIN LINK FABRIC FABRIC BAND CHAIN LINK FABRIC STRETCHER BA0. { BRACE POST, fr FOR SIZE, SEE FABRIC SiREICHE TRUS BRACE MIL Q BRACE MAIL SPECS BAN BAR ROD F BOTTOM (E TENSION WERE T0.U55 ROD MIL 12' GONG ROUND SECTION BARBED j' _ _ BOTTOM HINGE CLR - SFLVAGF (180° SWING) - �' POST SIZE, SEE SPECS, TYP -SEE SPECS FO0. MORE INFORMATION t21M stZE, SEE SPEC$ NDIES: NP �\ GONG FTG, SEE DET 1. FURNISH AND INSTALL 6'-O" CHAIN LINK FABRIC WITH V-0' BARBED CHAIN LINK FENCE / 1 \ 3, THIS SHT, TYP WIRE BARRIER AT TAX LOT PERIMETER FENQNG. SCALE: NT$ C-2 FENCE FAST 2 NRNISH AND INSTALL T-0" CHAIN LINK FABRIC WITH 1'-0" BARBED WIRE BARRIER AT RESERVOIR SUE. SET POSITION OF 12" OIA PVC SLV WHERE SLEEVE IMMEDIATELY 3. IN BRUSH AND INSTALL KNOX BOX PADLOCK TO MEET FIRE FENCE POSTS ARE INSTALLED BEHIND TOP MOST DEPARTMENT REQUIREMENTS AT ALL GATE ENTRANCES, MOUNT AS BEHIND RETAINING WALL WALL UNIT DIRECTED BY FIRE DEPARTMENT ON SUE \ \ 4B'MIN CHAIN LINK GATE �21 .a p . GRAVRT RETAINING MIN 1T' DIA 3,000 PSI MIN ..4 WALL C 48 EVE, SCALE NTS MIN C-2 28 -DAY :D MIN 48"DEEP STRENGTH -1 FILL SLEEVE W/ CONE FIG v p v a 1 CONC, SET MATCH 4`9° CROSS SLOPE OF POST SIZE, Q a. Ao p- SEE DFET3,I I I, Irrl S / V PROPGMVEL ACCESS ROAD EE SPECS 8 4 A Q THIS SHT (990.01) / /' I -{. @ AC (9 \ a FG ® ACP I 4% - FG ACP KA A 2' MIN, TMP TYPICAL FENCE POST AT RETAINING WALL a T 1z^ oIq scnLE: rvTs - I I I {, I z I I FENCE NOTES' 2'GRVL 15'PAVEMENT 2'GRVL 1. BARBED WIRE CLIMB BARRIER PRESSED STEEL SUPPORTS SHALL 'ACE AWAY FROM THE SITE AT ��SHLDR SHLOR COMPACTED SUBGMOE SELECT 1111 / I( 45. ANGLE. TRANSITION TO VERTICAL WIRE` �— NATIVE MATERIAL), COMPACT TO 90% _ ILlry jl SUPPORT AT GATE LOCATIONS. 2 OF MAX DENSITY PER AASHTO T-99 I,1 _ \ L 1 11 2. TENSION WIRES ARE NOT ALLOWED IN PLACE (988.60}: 1 E%6T GRADE I � I EG @ 0) A OF TDP OR BOTTOM RAILS. 2 3. PROVIDE TRUSS RODS AND CHOS5-BRACING ' ' ^'' I I �% 2�- _ (988.53) TENSION WIRES IN ACCORDANCE WITH ODOT IL' _ EG ACP STANDARDS. e. S' THICK, j" -O AGGREGATE ~`��� — 1 NOTE: _ 988.29 DITCH BASE COMPACTED TO AT LEAST ( ) 4. IAVOUT AND INSTALL FENCE POSTS TO 95% OF MAX DENSITY PER _- - EG @ ACP MAINTAIN MAXIMUM 2" SPACE BETWEEN BOTTOM 1. MATCH EXISTING GRADE AND CROSS SLOPE OF EXISTING AASHTO T-99 OVER MIRAFI6DDX A OF FENCE AND GROUND SURFACE PAVEMEM.TMNSITION FROM 2% CROSS SLOPE AT END OF PAVEMENT 988.05) (988.2] 4' DENSE GOADED 3, GEOTEXTILE, OR APFVD EQ TO 4% CROSS SLOPE AT PROPOSED GRAVEL SURFACING, SEE DETAIL 5, ( ) FENCE FOOTING DENSE GP DEo THIS SHEET @ACP GG (2" BASE COURSE AND SCALE: NiS 2" WEARING COURSE{, 2, ALL PREPARED SUBGRAOE SHALL BE FIRM, UNDISNRBED SUBGMDE MATCHE%IST GRADE AND W/ PG 64-22 BINDER OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. CROSS SLP OF EXIST PVMT PAVEMENTPAVEMENT CROSS SLOPE TRANSITION TYPICAL SECTION -LEFT SHED "LE _5.FSPR SET rvoncB s �x ErT L� REBABAB ® !` SOUTH HILLS CIVIL DETAILS - 3 was murraysm��h` �0 4TH LEVEL C 17 DIFFN RESERVOIR m TO sux 11 TH S BAR DOES cx o �v� SMx[1�vAPA ). DATE BY REVISION p1pR H0: 24 of 65 NOTES / I _ V LCONIRD DEPSHALL POTHOLE ANDVERIFYOTIFTION, / TENNECT TO MP STUB OUT CND \ SIZES AND DEPTHS OF EXISTING UIILRIES. NOTIFY ' / II_ BOXES, SEE NOTE 3(ONE / \ \ \ \ ENGINEER OF POTENTIAL CONFLICTS 72 HOURS IN ' / / !ENDO TRENCXIES V� A ADVANCE OF UTILITY INSTALLATION TO ALLOW FOR / / it i — - CHANGES MALIGNMENT OR GRADE. 30RIN6]NSTALIATION) 2. PAVED DRIVEWAY ENTRANCE SHALL EXTEND 18' PAST IT / / i - _ THE S 66TH PLACE RIGHT -OF -WAV IN THE SHORTEST / T % _ / / � I I I �\ A A � DIMENSION DIMNASPAVINGWITHIN THE RIGHT-OFWTOMATCHEXISTING PAVEMENTLIMITS IS ALSO REQUIRED FOR A SEAMLESS DRIVEWAY APPROACH. II I CONDORS FOR ELECTRICAL IMATEAN. TELEMETRY WIRING S HALL BE BORED (APPROXIMATELY ]50 LINEAR FEET) .LLL FROM ADJACENT TO THE JUNCTION BOX VAULTS NEAR THE PROPERTY LINE TO EXISTING CONNECTION POINT BOXES. I r STORM DRAIN NOTES: - 00 _ P SO _SO TO T I OL / _ N _ F�� ,� A,V _ _ \ y �� I� CONNECT XISTSDNC GNFIRMEXISTINGCItt LM POTHOLE E%1ST $O TO CONFlItM PIPE MATERIAL PR[OR TO ORDERING FLEXIBLE COUPLING FURNISH AND INSTALL: 1- FLEXIBLE COUPLING FOR CONNECTION (FERNCO, OR EQUAL) I (DFIRNISH AND INSTALL _ /\ APPRO%OS1F 12 C9UD PVC SO W/ ASPHALT TRENCH AMH ENTS Jess, y-p p*^_ _ _ / ` / / max/ INSTALL AREA DRAIN CFF" 01 AT END F ITCH MICR A DRj�p/ _ / A� � V INSTALL AREIDRAIN CB AT STCITY SO ANO TIOTE 12" C9NS AN O %MIN S EXISTCTT OLE CONNECTION CO CONSTANT 2°h MIN SLOPE, POTHOLE EXIST 50 TO CONFIRM EXIST PIPE ETH PRIOR DTO EPTH ERING CB A \ TO ENSURE PROPER PENETRATION DEPTH FURNISH AND INSTALL ]-ODOTttD AREACB,W/S SEE CITY OF SPRINGFIELD SIT DWG 4-]30N SRIC-20 r � / '5, nAlaTi EXIST I-- / ILS PVw LIMITS ¢4 / .. / THREE2 PION FOR T AND EC NN, SE AND GRADES, l / _-PUMP STATION FORT AND ECONN, SEE i / / I °SEE SHTC11 % �- -ELEC SIFTS, TRENCHLESS INSTALLATION / - / / r` / j --_:(BORING) APPROX 15OLF FROM JUNCTION "`• _ / LONNEiET _ pyC 5O TONE%$T �l2' `CONN POIM SEE RNQfE 3RTY LINE TO _ \ i PROPERT'LINE 'X ' / / CItt SD STUB /// CONNECT TO z / oEM.O]sH AND REMOVE EXIST' CND BOXES, SEE \ \ SIGNPOST GUARDRAIL AND ti NOTE 3(ONE ENO OF / /� 'Y i / / /SUPPORTS PATCHAC/RE40RE Y TRENCHLESS BORING d / / ^ 3 // GROUNDASREQD p INSTALLATION) / / / CONNECT L6 H.TOENISTi L2 OI W, SEE SIFT C-9 JS' CFRIie'LONG SEES CTEAN Yr Y Y 1 Q � / - / / SEE 5ELTE AND ' /// / ././ / /� oer s, snrc lZ, / / / p AND NOTE 2IT I I, TI l �/ // lITT 20 DOUBLE SWING / a , / / L BAR GATE W/ NNO% A fl /� i : _�'�� / APPROX LIMITS OF GRADING Box, SEF DET J, v v SHTc1D // / / / �% olsruaBANCE (PRoaaseo � /� / / � m / // / / coNTDuas Pws To' eu FFERI / / / � VA A vV -L� PE 1FSPR SET SCALE: 1'=N NOTICE , 'k -1t - MXFxX+ urra SMI �. SOUTH HILLS / 4TH LEVEL RESERVOIR ...�..a,. A..,,..nn.X RESERVOIR S 66TH PLACE UTILITY PLAN Er C 1$ 25 0 65 oEGSX BAN ER a..os E�FEo NO. DATE BY REVISION SnnsSAN P DO....ONE INGLUT ASSF—a 6" EY R ( tt1Ury_ -LIDN'TICAN' 'RIE -1 ISPOOLNUARM sm morzcnw ; UUEl mix PROTRUDE -ASURP NUUMEA (NOTES NOTVIDEO ELUDED. CONTRACTOR O TR G DETAILS AND REFER TO LIE NOTTES REPAUDELF C DUENARTURN RUSLUDDINSTURELLATEEN DP,W1.15XREP i INEED BUT �r amNm ¢� -A r �r INP ww WFT. UP"D u� MUR amryxO/IXN.t IAIFAPavr m m.Nl r'R'®m rz NG . avac oma •R SELE_ \ Np RSiwPN wNmF 1/4" STEEL PLATE IESYNOIXaa \ I. TAMP IXYfIX was ImN�F.e B, — III NPNLYPEE.TMTRNNSNI wx{�VP. B,EENSEENDENEVENAU .Nw�ANNO N— s' R AUH wv�N.Rao Pmr �M.� WIPFAmCE pETPM1 I W PENT Fr n% ,,LN.K MODEL 910 TO- PLUNGE UP VALVE PON AND FWER UP P IDS AND REFER TO THE NOTES ELY) �rwn VALVE DUE NSTALIWR.R AND RE A VAINIETER. wfrR^.i —raaN mEVN (SCA I 1 Y P SNS 1 I E? i Vow ® SC HDR ZONTAL OR 45-HORUGNINALOR 2, ALL METAL TO BE BLHSTED & PAINTED YELLOW, ALL METAL A Y --Y M1i Ell UNDENATUDEPENGO XD mo55 ITT VALVELIMPLANVEIN 06 NWED OS PTA1Y.wVla RT NEK .y AAREwLK N�IIKO�RAN as am. M/ X minx lDiE LEPaiwrlCE[ac S N•,TMbE m.V R1SIw.,Rm. NET .1.MEN,P, NNmT9pM.wJ1E a m AaN�m. HER . PRON ED BCME B„S A, mN.:...tw. . N mEFE ��D 1.Lb� INDUSTRIOUSDEE CmSpNCT t maw INSTALLATION HE SnnsSAN P DO....ONE INGLUT ASSF—a 6" EY R ( tt1Ury_ -LIDN'TICAN' 'RIE -1 ISPOOLNUARM sm morzcnw ; UUEl mix PROTRUDE -ASURP NUUMEA (NOTES NOTVIDEO ELUDED. CONTRACTOR O TR G DETAILS AND REFER TO LIE NOTTES REPAUDELF C DUENARTURN RUSLUDDINSTURELLATEEN DP,W1.15XREP i + IF— — wa 31/4" .� GATE PIN HOLE TOP VIEW A,nRwr m 1/4" STEEL PLATE 3"x3"x3/16" TUBE STL A WELDED ro 2- 1'%l"X3/16 c 3 DEEP wv�N.Rao Pmr 16" I/4" `i: PENT Ig ” IXRADre%� PLAT E �rwn IE TUBESITE- INR wta mx wfrR^.i —raaN mEVN - I/P \ NOTES: :. •- P SNS 1 A. ALL WELDING TO BE DONE BY A CERTIFIED WELDER. ® VALUETROXILEGION ..B, K 2, ALL METAL TO BE BLHSTED & PAINTED YELLOW, ALL METAL Irt — UNDENATUDEPENGO XD RAXIIIRXAP RHANDENDAPPM VALVELIMPLANVEIN ' ACCESS ROAD DOUBLE GATE GATE LOCK PM Y FURNISH AND INSTALL KNOX PADLOCK TO MEET FIRE .-.mina. DS DEPARTMENT REQUIREMENTS. MOUNT q5 DIRECTED BY FIRE i t maw ORM D4 NNENT-I .✓A tt ANNINESPARROG r'MERR � ROTI PING 7- - pNERRIXO}FS ON B>CY MwmE.NE O R4RE NIS nwc O M�!N�XO�wGIX BR NN BP LW b RLEIIOPNOMEiLA W1.K11 � PC I(W6.4RWE' — PER, UK_ \EDH[AEiE[OW0.E IX IIX DPRAD PAUI •R SnnsSAN P DO....ONE INGLUT ASSF—a 6" EY R ( tt1Ury_ -LIDN'TICAN' 'RIE -1 ISPOOLNUARM sm morzcnw ; UUEl mix PROTRUDE -ASURP NUUMEA (NOTES NOTVIDEO ELUDED. CONTRACTOR O TR G DETAILS AND REFER TO LIE NOTTES REPAUDELF C DUENARTURN RUSLUDDINSTURELLATEEN DP,W1.15XREP i \� (NOTES NOT INCLUDED, CU RLI.ATT.� UP DETAILS AND THE ROTES SEEP REFER RTO OE NDTALMWELN AWT.% OXEANAiL aalxEn:. Em INCH lmWasmwi aiwlr ILarm r-io molal Ewc¢ nuel�l®IWR f4MVPElIONEOXES OWIXItm mIfNM /RI aL64lPIMIR'N➢N. OuSER ENDLIBREE ]6 30.N18EA.VWHRPa aaE AAEER@� 1NS.WA w. O ww".`�A�`eradammwa m''+wt a Er aErw xa-wa.. (6i mvRW memNVran.. GINSLIACLO. RONEE I- 9' -IO" 1 9' 10•• -WELD PLATE I� TO 3x3 TUBE STEEL GATE 6' SCHED 40 SR 4 POSTS 2 x 1/2" P1ATE WELDED TO HINE(4TOTA)E DATEPNHOLE-SErtDEFA1L FSPR SET 11/2" 0 HINGE 1/2" 2D-41/4" U. GATE PINS '-1/2" STEEL + IF— — wa 31/4" a GATE PIN HOLE TOP VIEW 1/4" STEEL PLATE 3"x3"x3/16" TUBE STL A WELDED ro 2- 1'%l"X3/16 _r.wawpw 3 DEEP wv�N.Rao Pmr 16" I/4" $ 1/4"STEEL d 1"xl"x3/I6" 4pDD PSI PLAT E IE TUBESITE- wfrR^.i %'d wYmm - I/P \ NOTES: :. •- P SNS 1 A. ALL WELDING TO BE DONE BY A CERTIFIED WELDER. GATE LOCK PLATE TA.1. 2, ALL METAL TO BE BLHSTED & PAINTED YELLOW, ALL METAL Irt — UNDENATUDEPENGO XD RAXIIIRXAP EmENNETEUNDEL r � ' ACCESS ROAD DOUBLE GATE GATE LOCK PM Y FURNISH AND INSTALL KNOX PADLOCK TO MEET FIRE .-.mina. 1Ff DEPARTMENT REQUIREMENTS. MOUNT q5 DIRECTED BY FIRE i t maw LATE � rL..; Fy MRSE b 6 � PC I(W6.4RWE' — PER, UK_ ITR Y111IX PHW IX IIX DPRAD PAUI •R 'cuTPPRwIREmoxsR mAWLT/ ER \� (NOTES NOT INCLUDED, CU RLI.ATT.� UP DETAILS AND THE ROTES SEEP REFER RTO OE NDTALMWELN AWT.% OXEANAiL aalxEn:. Em INCH lmWasmwi aiwlr ILarm r-io molal Ewc¢ nuel�l®IWR f4MVPElIONEOXES OWIXItm mIfNM /RI aL64lPIMIR'N➢N. OuSER ENDLIBREE ]6 30.N18EA.VWHRPa aaE AAEER@� 1NS.WA w. O ww".`�A�`eradammwa m''+wt a Er aErw xa-wa.. (6i mvRW memNVran.. GINSLIACLO. RONEE I- 9' -IO" 1 9' 10•• -WELD PLATE I� TO 3x3 TUBE STEEL GATE 6' SCHED 40 SR 4 POSTS 2 x 1/2" P1ATE WELDED TO HINE(4TOTA)E DATEPNHOLE-SErtDEFA1L FSPR SET 11/2" 0 HINGE 1/2" 2D-41/4" U. GATE PINS '-1/2" STEEL + IF— OPENING PLATE 31/4" GATE PIN HOLE TOP VIEW 1/4" STEEL PLATE 3"x3"x3/16" TUBE STL WELDED ro 2- 1'%l"X3/16 NBE 24"CIA DOLE AT 3 DEEP 16" I/4" CONCRETE FOOTING, -- 1/4"STEEL d 1"xl"x3/I6" 4pDD PSI PLAT E IE TUBESITE- x/lb ' O 7/8' - I/P \ NOTES: :. •- _T 2 01/2' A. ALL WELDING TO BE DONE BY A CERTIFIED WELDER. GATE LOCK PLATE 2, ALL METAL TO BE BLHSTED & PAINTED YELLOW, ALL METAL TO BE SURFACE PREPARED & PAINTED PER SPECIFICATION orory DN NO DD. ACCESS ROAD DOUBLE GATE GATE LOCK PM Y FURNISH AND INSTALL KNOX PADLOCK TO MEET FIRE SCALE: ryI5 c -z DEPARTMENT REQUIREMENTS. MOUNT q5 DIRECTED BY FIRE DEPARTM TON -SITE. - NOTICE KAU m DESIGNED °- 6) SOUTH HILLS murraysmirth` 4TH LEVEL STANDARD DETAILS - 1 C 19 H.�.N ag RESERVOIR m_GCA c EO ✓�l�MYxS vrccrleao Ertua+'emonw NO. DATE BY REVISION NmEOTH. 26 OT .1 "— J...,.� CI �1.W a� anr�r —� 19C➢CCB7B OBB .. .. _ �aBBBOBr,Bao T— I ERGS DMIIN a CH N IN- C -II ( 1 r f^ r I '. .wkwN rH \ c ��� s*e�IPaJ xANEi6� PHEVmmmn / v,, HA a M I "— J...,.� CI �1.W a� anr�r —� 19C➢CCB7B OBB .. .. _ �aBBBOBr,Bao T— I ERGS DMIIN a CH N IN- C -II PLAN m.... SECTION P SECTON 0-. L ID; inti QRf r - TYPE D DO NOT USE TIDE DETAIL FOR STANDARD CURB REMOVAL RF.FFR TO STANDING DRAWING 3-7 saw<x, . AE, ° r / PENNN �_ r -11 O r rc O — wo ,men NOTES CURE &GUITER A AFMMu x Nk➢VC R 3B r is m_ o NN.n.m..aez:.-aa mm . m La XW€FE_ y j """ SL'iFP F5i0RePON HVFR 4-6 _ _ y �@ � TRINfN F%fEV1i ON !-I6 o., E S 64 to NEsxAW ��� �••. SOUTH HILLS murraysm�th�'�ri , 4TH LEVEL xN D,o NU. „EHKFa � „ r RESERVOIR MHFM.V � g€ PI TE SIDEWALK CONSMUTON °-18 STANDARD DETAILS - 2 FSPR SET C -2o ae.cuece.mn 27 of fi5 f^ '. .wkwN —SECTION P -P Ma / PIAN NEW M1,Elf) L PLAN m.... SECTION P SECTON 0-. L ID; inti QRf r - TYPE D DO NOT USE TIDE DETAIL FOR STANDARD CURB REMOVAL RF.FFR TO STANDING DRAWING 3-7 saw<x, . AE, ° r / PENNN �_ r -11 O r rc O — wo ,men NOTES CURE &GUITER A AFMMu x Nk➢VC R 3B r is m_ o NN.n.m..aez:.-aa mm . m La XW€FE_ y j """ SL'iFP F5i0RePON HVFR 4-6 _ _ y �@ � TRINfN F%fEV1i ON !-I6 o., E S 64 to NEsxAW ��� �••. SOUTH HILLS murraysm�th�'�ri , 4TH LEVEL xN D,o NU. „EHKFa � „ r RESERVOIR MHFM.V � g€ PI TE SIDEWALK CONSMUTON °-18 STANDARD DETAILS - 2 FSPR SET C -2o ae.cuece.mn 27 of fi5 CONCRETE PAD, 6" THS MIN TELEMETRY BUILDING PLAN SCALE: 3/8'=1'-0" SHEET NOTES: 1. CONTRACTOR SHALL IS SUBMIT MANUFACTURER'S STANDARD COLOR SCHEDUIFS FOR CMU BLOCK AND STANDING SEAM METAL ROOF FOR OWNER SELECTION. ED 2. INSTALL ROOF AND CEILING PER MANUFACTURER'S RECOMMENDATIONS. 3. SEE SHEETS A-2 AND A-3 FOR TYPICAL SECTIONS AND OPENING DERAILS. 4. SEE STRUCTURAL SHEERS FOR STRUCTURAL COMPONENTS. 5. SEE ELECTRICAL SH EELS FOR ELECTRICAL COMPONENTS. 6. SEE MECHANICAL SHEETS FOR HVAC COMPONENTS. J. ALL EXTERIOR CONCRETE HOUSEKEEPING PADS SHALL BE 6' THICK MINIMUM, UNLESS NOTED OTHERWISE. B. INTERIOR DIMENSIONS SHALL BE 10'-O" BY IT -0". 9. DOORS SHALL HAVE HOLD -OPEN MECHANISMS AND ISO- SWING. DOOR SCHEDULE DOOR D-1 LOCATION EXTERIOR WIDTH DOUBLE 3'-0"EACH HEIGHT CMD COATING SYSTEM 300 ROUGH OPENING 6' -4"17' -4 - '-4"17'-4'HARDWARE EAR PERSCHEDULE GROUPI ACTIVE DOOR LEAF RIGHT ONLSH NOTICE ITEM FINISH EDITOR REMARKS EXTERIOR KAU PRO COALING COATING OVER DESIGN[o Lm� BAAB CMD COATING SYSTEM 300 ANTI -GRAFFITI PROTECTION 11THEF -.EY FOREST GREEN, MATCH MISC METALS, THEN CRIK:ED NOT TO 1v SUBMITCOLORFOROWN 'APPROVAL SPECIFICATION SHELTON 09 90 00 SHEET METAL SOFFIT, TRIM, METAL GUTTER INTAKE METAL DOWNSPOUT, TYP, ATTACH TO CMU WALL WEST ELEVATION SCALE: 318—l' -o" EXHAUST LOUVER -T I— SMOOTH -FACE CMU ABOVE W-0" ALL SIDES, TYP SPLIT -FACE CMU BELOW 8'-0' ALL SIDES, TYP GUTTER DRAINS, COMBINE AND ROUTE TO MM -1 W/ 4" PVC D EAST ELEVATION SCALE: 3/8"=1'-O' EXTERIOR LIGE TIP OF 3 (FRO, AND EACH SIDI SEE ELEC SMT$ SOUTH ELEVATION NORTH ELEVATION SCALE: 3/8"-1'-0" MATERIAL FINISH SCHEDULE ITEM FINISH EDITOR REMARKS EXTERIOR PRO COALING COATING OVER CLEAR, SEAL COAT AND SMOOTH & SPLIT FACE CMU BLOCK, EXTERIOR WALLS CMD COATING SYSTEM 300 ANTI -GRAFFITI PROTECTION WILLAMETTE GRAYSTONE COCOA FOREST GREEN, MATCH MISC METALS, SEE SCHEDULE OF FINISHES IN DOOR D-1 COATING SYSTEM 1.1 SUBMITCOLORFOROWN 'APPROVAL SPECIFICATION SHELTON 09 90 00 SHEET METAL SOFFIT, TRIM, FOREST GREEN, MATCH ROOFING, SEE SCHEDULE OF FINISHES IN FLPSHING, FASCIA, ET0. COATING SYSTEM 101 SUBMIT COLOR FOR OWNER APPROVAL SPECIFICATION SECTION 09 90 00 METAL ROOFING& RIDGE CAP PER METAL ROOFING MFR SEE SPECIFICATION SECTION 07 4100 SUBMIT COLOR FOR OWNER APPROVAL SUBMITC INTERIOR WALLS N/A N/A CMU BLOCK, SMOOTH FACE EPDXY/URETHANE COATING CONCRETE GRAY, SUBMIT COLOR $EE SCHEDULE OF FINISHES IN CONCRETE SLAB ON GRADE , SYSTEM 301 PALETTE FOR OWNER EELECTION SPECT FICATION SECTION 09 90 00 CEILING (METAL DECKING) EPDXY, COATING SYSTEM 302 WHITE, SUBMIT COLOR PALETTE SANDBLAST THEN COAT WITH EPDXY FOR OWNER SELECTION AFTER ALL DECK SCREWS INSTALLED METAL TRIM, RIDGE BEA M, EPDXY, COATING SYSTEM 302 WHITE, SUBMIT COLOR PALETTE SANDBLASTITEN OUTRIGGERS'IF E%POSED FOR OWNER SELECTION AFTER ALL DECK SCREWS INSTALLED murraysmi7h` SOUTH HILLS 4TH LEVEL RESERVOIR ETAL P, SEE I COAT WITH EPDXY FSPR SEI TELEMETRY BUILDING PLAN AND ELEVATIONS A-1 8 of 65 20 GA GAIN RIDGE SUPPORT ADEQUATE DRAG LOAD FOR ROOF SYSTEM "Z" CLOSURE SET IMO CONTSEAIANF, (4) FASTENERS PER PANEL 24 GA KYNAR RIDGE CAP, CAP W/ CONT SEALANT, BIND FASTEN AT LAPS NOTES' W—_/ \ ' 20 GA "C" TRIM CORROSION RESISTANT J `DECKING FASTENERS TVP L. NO ROOF VENT REQUIRED, VENT SOFFIT CONTINUOUSLY. CORROSION RESISTANT FASTENERS, WE 2. TRIM ROOF SUPPORT PER STRUCTURAL PLAN AND DETAILS. NOTE: PARTS EXAGGERATED FOR CLANK. NOTE: PARTS EXAGGERATED FOR CIARRY. 20 GA "C' TRIM FASTENED 16" OC, LAP 4" W/ SEALAM SOFFIT DETAIL ENLARGEMENT 'A' RIDGE DETAIL scgLe ] ^=r-0" SCALE NIS SCALE. rvn _ ME17LOUTRIGGER, SEE SEEENLARGEMENT'B' STRUCTURAL SHEET$ _ SHEET NOTES: METAL ROOF A55Y, SEE 1, SELECTED STRUCTURAL COMPONENTS ARE OMITTED FOR CLA0.IN THIS SHEET, SEE STRUCTURAL DRAWINGS DET 4, THIS EBT METAL ROOF ASSY 24 GA KYNAR MAKE FO0. COMPLETE STRUCTURAL DETAILS. / FLASHING HO OK CONT CLEAT, BLIND FASTEN E. METAL ROOFING SHALL BE INSTALLED PER MANURACTURER'S INSTRUCTION AND AS SPECIFIED. LAPS W/ POP RIVET ATTACHMENT AND 3.ALLEXPOSED SHEET METAL COMPONENTS SHALLHAVE A PRE -MANUFACTURED FINISH. "S" -LOCK 10' OC TH METAL ROOF PANEL pt"S''" \ / 22 GA CONT CLEAT, / FASTENED 16" OC SELF-ADHESIVE VAPOR DEKFAST PERMEABLE / DECKING O 24 GA KYNAR FASCIA TRIM UNDERIAYMENT j SOFFIT PANEL HOOK CONT CHIP, FASTENED 4" RIGID INSUL, R-25 24" OC, 5" -LOCKS 10 OC CMU WALL ••)• TNM FASTENED r a 4 $" DEBBIE CK SELF-ADHESIVE VAPOR a 16" OC, LAP 9" W/ H� o' _.... &4RNER UNDERIpYMFNT 1 SEALANT w � •. •. CORROSION RESISTANT FASTENERS, TYP B^ 22 Gp GALV CONT CLIP, METAL DECKING SOFFIT PANEL FASTEN 16" OC f16 GA "L" BRACKET, CONT, _ FASTENED 16' OC "]"TRIM, FASTENED 16" OC, IAP 4" W/ SEALANT Y �j NOTE: PARTS EXAGGERATED FOR CLARIm. METAL ROOF ASSEMBLY DETAIL %a1 SCALE: 3"=I -D" GABLE END SUPPORT DETAIL s ENLARGEMENTS' SCALE: 1•`1`0" - SCALE: FSPR SET NOTICE NAry DEBABEo ® • SOUTH HILLS TELEMETRY BUILDING o3NFw murraysmi7h`` �I RESERVOIRLEL ARCHITECTURAL DETAILS - 1 p`_Z i THF«FD.n a+ea`° axsn.E..�.�,,, .o.,_ HOTM SGt Mx(xM 29 of 65 � NO. DATE BY REVISION _ METAL ROOF ASSY 20 GA. "C" TRIM ROOF SUPPORT DESIGN PER / STRUR SHTS METAL ROOFING PANEL m � r - r 22 GA CONT CLEAT, SMOOTH -FACE - CMU / FASTENED 16" OC / DECKING SELR-FACE CMU SOFFIT PANEL ISEE 18 GA BENT SHAPE 6" METAL GUTTER , TRIM FASTENED ENIARGEMENT'A' 16^ OC' LAP 4" W/ SEALANT 24 GA KYNAR FASCIA TRIM HOOK CONT CLIP FASTENED '0'0C 2, (Y "s" -LOCKS l0OC SOFFIT PANEL 20 GA GAIN RIDGE SUPPORT ADEQUATE DRAG LOAD FOR ROOF SYSTEM "Z" CLOSURE SET IMO CONTSEAIANF, (4) FASTENERS PER PANEL 24 GA KYNAR RIDGE CAP, CAP W/ CONT SEALANT, BIND FASTEN AT LAPS NOTES' W—_/ \ ' 20 GA "C" TRIM CORROSION RESISTANT J `DECKING FASTENERS TVP L. NO ROOF VENT REQUIRED, VENT SOFFIT CONTINUOUSLY. CORROSION RESISTANT FASTENERS, WE 2. TRIM ROOF SUPPORT PER STRUCTURAL PLAN AND DETAILS. NOTE: PARTS EXAGGERATED FOR CLANK. NOTE: PARTS EXAGGERATED FOR CIARRY. 20 GA "C' TRIM FASTENED 16" OC, LAP 4" W/ SEALAM SOFFIT DETAIL ENLARGEMENT 'A' RIDGE DETAIL scgLe ] ^=r-0" SCALE NIS SCALE. rvn _ ME17LOUTRIGGER, SEE SEEENLARGEMENT'B' STRUCTURAL SHEET$ _ SHEET NOTES: METAL ROOF A55Y, SEE 1, SELECTED STRUCTURAL COMPONENTS ARE OMITTED FOR CLA0.IN THIS SHEET, SEE STRUCTURAL DRAWINGS DET 4, THIS EBT METAL ROOF ASSY 24 GA KYNAR MAKE FO0. COMPLETE STRUCTURAL DETAILS. / FLASHING HO OK CONT CLEAT, BLIND FASTEN E. METAL ROOFING SHALL BE INSTALLED PER MANURACTURER'S INSTRUCTION AND AS SPECIFIED. LAPS W/ POP RIVET ATTACHMENT AND 3.ALLEXPOSED SHEET METAL COMPONENTS SHALLHAVE A PRE -MANUFACTURED FINISH. "S" -LOCK 10' OC TH METAL ROOF PANEL pt"S''" \ / 22 GA CONT CLEAT, / FASTENED 16" OC SELF-ADHESIVE VAPOR DEKFAST PERMEABLE / DECKING O 24 GA KYNAR FASCIA TRIM UNDERIAYMENT j SOFFIT PANEL HOOK CONT CHIP, FASTENED 4" RIGID INSUL, R-25 24" OC, 5" -LOCKS 10 OC CMU WALL ••)• TNM FASTENED r a 4 $" DEBBIE CK SELF-ADHESIVE VAPOR a 16" OC, LAP 9" W/ H� o' _.... &4RNER UNDERIpYMFNT 1 SEALANT w � •. •. CORROSION RESISTANT FASTENERS, TYP B^ 22 Gp GALV CONT CLIP, METAL DECKING SOFFIT PANEL FASTEN 16" OC f16 GA "L" BRACKET, CONT, _ FASTENED 16' OC "]"TRIM, FASTENED 16" OC, IAP 4" W/ SEALANT Y �j NOTE: PARTS EXAGGERATED FOR CLARIm. METAL ROOF ASSEMBLY DETAIL %a1 SCALE: 3"=I -D" GABLE END SUPPORT DETAIL s ENLARGEMENTS' SCALE: 1•`1`0" - SCALE: FSPR SET NOTICE NAry DEBABEo ® • SOUTH HILLS TELEMETRY BUILDING o3NFw murraysmi7h`` �I RESERVOIRLEL ARCHITECTURAL DETAILS - 1 p`_Z i THF«FD.n a+ea`° axsn.E..�.�,,, .o.,_ HOTM SGt Mx(xM 29 of 65 � NO. DATE BY REVISION B. CMU EXTERIOR HEAD DRIP CALM FRAME GROUT FILL I FRAMES SAW DOOR FOAM FILL IN EXTERIOR 3 ANCHORS PER ]AMB ROD & SEALANT GALV FRAME — GROUT FILL DOOI FRAMES GALV DOOR W/ FOAM FILL INSVL HEAD (ELEVATION VIEW) INTERIOR NEOPRENE DOOR SWEEP MAN %' HGF AL THRESHOLD -FILL 0EA E D VOID UNDER W/ SEALANT SEALANT — W/ BACKER ROD IN IT ET SILL cFe o EXTERIOR DOORS i1 SCALE 3"=1'-0" - NOTICE �„ 0EA E D BAN ET . cFe o sr.. BAC%ER ROD & SEALANT ]AMB SI SIMILAR MANUFACTURED COMBINATION LOUVER/DAMPER W/ ii" DIED SCREEN EXTERIOR EXTENDED SHEET METAL SILL FLASHING BACKER ROD & SEALANT SILL LOUVER OPENING E) SCALE 3"=1'-0" INTERIOR 0) SOUTH HILLS murraysmiti4TH LEVEL RESERVOIR FSPR SET TELEMETRY BUILDING ARCHITECTURAL DETAILS -2 A-3 19=2621 1 5111 30 Of 6B S-1 CEN.RAL SIR IT TAX NOTES S-2 GENERAL STRUCTURAL NOTES COMEDY ASSURANCE ENERAL STRUCTURAL NOTES WHEN N ASSURANCE S-4 RESERVOIR FO TICARDN P SECTIO A-5 RESERVOIR STRUCTURAL DETAILS FOUNDATION AND ANCHORAGE DETAILS S--6 RESEREN, STRUCTURAL DETAILS S-7 RESERVOIR STRUCTU CALL DETAILS S -B IEI£MEIRY BUILDING PLAINS AND SECTIONS TITTER ENT' BUILDING CAME DETAILS S-1 0 FETE RETRY BUILDING I. DETAILS GENERAL STRUCTURAL 1. THESE M F GENERAL IN NATURE AND ARE INCENOEO TO SR FD MINIMUM STANDARDS R CONSTRUCTOR . E CONTRACTORS SHALL BE COMPLETELY FAMI AR WITH WE CONTRACT WOOMERA AND HAS, A CCRY OF THEM ON SITE AT ALL TIMES. 2 FOR ANY PORION OF THE CONSTRUCTION WHICH THE CONTRACTOR LS LINABLE TO ASCERTAIN WE REQUIRED CONSTRUCTION OR WHERE CONFLICTS E% THE CODFRACTOR'S RESPONSIBILITY TO REQUEST ADODIONAL INFORMATION OR AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. 3. AIL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2GIB INTMXVG ONAL BUILDING CODE (BC) AS AMENDED BY THE 2O1B OREGON STRUCTURAL SPECIALTY CODE (CAUSE). ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAREM INTHESE STRUCTURAL CONSWUCTDN DOCUMENTS SHELFBE FABRICATED AND CONSTRUCTED W IN ACCORDANCE ITH IDE MINIMUM STANDARDS COMBINED IN WE IBC AS AMENDED BY THE STATE OF OREGON. 4 THE CONTRACTOR SHALL VERIFYALL ORDIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ENGINEER SHALL BE MOTHER OF MY DISCREPANCIES INCONSISTENCIES, 5. WE CONTRACTOR bURCONTRACTIONG AND SUPPLIERS SHELF INSURE COORDINATION OF CONTRACTOR SUPPLIED/Dk5ELEMENTS DDEFERRED SUBMITTALS WITH BILL DESIGN DISCIPLINES WITHIN THE CONSTRUCTION SET, COORDINATON SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESICNED ATER CMS AND THE CONSTRUCTOR PRIOR ID FABRICATION AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER NOTIFIED GSNFL CPS EXIST. G. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT WE FINISHED STRUCTURE. METHODS. PROCEDURES, AND BELL ENCS OF CONSTRUCTION ARE WE RESPONSIBILITY OF ME CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECMRA IONS i0 AND ENSURE WE IMEOT ROF THE STRUCTURE AT NL STAGES T CONSTRUCTION. ]. CONSTRUCTION LOADS SHALL NTT EXCEED THE OLS ICN LIVE LOAD FOR THE STRECNRE. PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES NOT ATTAINED DESIGN STRENGTH. 8 CLADDING. WATERPROOFING. AND ARCHITECTURAL FEATURES ARE BY OTHERS PND ARE OUTSIDE THE SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES O E STRUCTURAL DRAWINGS ARE NOT INTENDED r0 BE USED FOR PRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. REFER TO ARCHITECTURAL DRAWINGS ANO/OR SPECIFICATIONS. JOB SITE CONDITIONS AND SAFETY CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPGNSIBIUtt FOR JOB SITE CONDITIONS TTHATCOURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. NHIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE E HARMLESS FROM ANY REAL. OR ALLEGED, IN CONNECTION W17H THE ENGINEER OF WORK VON HIs PROJECTTXUF • EXCEPTING LMR UMAILIb ARISING PERM WE SOLE NEGLIGENCE OF THE ENGINEER. FSIR np RESTER IP ADS PER CUP ARID R AWWA DI00-II o 1603.12 -ROOF TOADS'. DEAD LOAD ..... 1U PSE LIVEL ._.. ._.... SEE SNOW MASS 1603 .1.3 - SNOW WADS Ell ART SCALE MEN INFAMING IS GROUND SNOW LOAD, Pg SF (PER SGT ADJUSTED FOR ELEVATOR) MALROOF SNOW LORD, Pt ............ ....... PSF SNOW EXPOSURE FACT-_.._-... 10 FACTOR1, CATEGORY V TIERc<cF EMALFAC o. F ...... PSF OPE FACING a ........ i.0 (ROOF CENTER). 0.7 (ROOF EDGE) 1 - WED DESIGN CONTRA ..... CATEGORY IV ULTIMATE DESIGN WINO SPEED, VUR .......................... 110 MPH NOMI WL DESIGN WIND SPEED v MY PH C CER_.. _. ...... 11 IV WISDR IND E ST EXPOSURE DP FACTOR ..... .. .�.. TTS WIND PRESSE Pr ____. .... 180 FSF 1XD11 5 - EARTHQUAKE DESIGN CETERA _.. PoSRE C uTO RICKCATEGORY 'Ig P 5 E SEISMICPQ ...... LSC vnEPsarsmucmvxFRBINu11s SPECTRE ACCELERA ION S ....... ...... USA 9 SPECTRAL ACCELERATION S, ._ ___.. 0.35 9 SITE GV55 - .... D (DEFAULT) PECIRAL RFS NT, .... D.0 g SPECTRAL RESPONSE oOEFFICIENT, A _.. .41 g SEISMIC DESIGNT RV ,,,., CATEGORY O IMPULSIVE RESPONSE MODIFICATION FACTORS. IS(MECHANICALLY ANCHORED) CONVECT NE RESPONSE MODIFICATION FACTORS, Rc ......_. LS MASONRY SHEAR ARTS CONTRUVE DESIGN ACCELERATION, Ai _..-... ___.. _. OIG 9 CDNVECINE DESIGN AC CEI RATION Ae .........._.._.. 0.12 g NITTICE o CANED DEAD Lao -._ LEH ARE I, FEE AGE IS NOT PLAUXURE F- Ell ART SCALE MEN INFAMING IS CHECKED TELEMETRY BUILDING DESIGN ULABSE. PER 2018 IBC X 2019 OSSC MEATI FLUOR LADS DEAD Lao -._ 15 PST WE TOAD 125 PSF 160313 ROOF WADS PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. OND ..... .. 15 SF E L FOD .... SEE SNOW LEADS ALL 1 ] FROM LA05 WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECTREQUIRES ADHERENCE TD ACI GROUND SNOW OPD 19 ...._ _._ 31 5 SE BUM-PROF Vi RGOF SPI OLOAD, ...... F ...... PSF SNOW Ce .R....1, I ... 1.1 SNOW FORD IMP TLLOR MPO FACTOR. la ..... CATEGORY IV THERMAL FACTOR d T I 11 SLOPE FACTOR. Cs .... ......... ........................ ....................... O.6 1 WIND DESIGN ORDERS: ULTIMATE DESIGN WINO SPEED, VWI-_...-_...-_ IIS IN DESLN WIND SPEED Pone BS MPH RISK CATEGORY 1.11, .1.1 _ WIND EXPOSURE ........ _.. PoSRE C uTO 1W31.5 EARTHOUARE DESLN LRICEIA: P 5 E RISK CATEGORY M vnEPsarsmucmvxFRBINu11s SEISMIC MEASURES FACTOR M 150 SPECTRAL ACCELERATION. S .......................................... 0.83 g SPECTRAL ACCELERATION Si0 --. 6 N. N ....... o (DEFAULT) SPECTRAL DISPoNSE COEFFICIENT, ON ......................... 0.50 9 SPECTRAL RICESSUMBE COEFFICIENT, SI ..... 047 9 SEISMIC DESIGN CATEGORY .,....___ ...... CATEGORY D SEISMIC FORCE RESISTING SYSTEM(S) -___.-__. SPECIAL REINFORCED MASONRY SHEAR ARTS RESPONSE MODIFICATION FACTORS(S) R __ SEISMIC RESPONSE COEFF LESS(S) Gs __ 7.162 DESIGN BASE ED._,_-_ ----_---_ KPS ANALYSIS PROCEDURE ....................................... _.... GENERAL PROCEDURE, PER ASCE-1 CONCRETE 1 CONCRETE MEETING FAMUWEMENTS OF ACI -IDI. 'SPECIFEATIONS FOR STRUCTURAL (CONCRETE FOR BUILDINGSMIX PROPORTIONS SHALL BE PER ACI -30L METHOD 2 OR THE ALTERNATE CURE SUBMIT MIX DESIGN FOR REVIEW BY STEUCTUGL ENGINEER MR APPROVAL PRIOR TO CONSTRUCTION 2 STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 WYS: MP u/c AIR Sw65 .S.'IED PS S. ESO SO SURCS 4$ AJ 1-4' Q45 ESR 3, ALL CONCRETE EXPOSED TO WEATHER S % (S) 1 ENTRAINMENT RY VOWME AIR EMRAINMENr SHALL BE IN CONFORMANCE WIT( ASTM MCD AND C490. 4. WEATHER PLACEMENT SHALL CONFORM TO ACI -3DB. HOT WNER PLACEMENT SHALL CONFORM r0 I AL �TGT MM. MECHANICALLY LLY VIBRATE ALL FORMED MTEJO NISPROTECTDO NOT WER-VBRATE PLACE T CE [ CRETE IP ONOHIGALLY TUC OROL ALL CONCRETE FROM REFORM RE CRYING. 5. CHAMFER ALL EXTERIOR CDRNER 1/2" UNLESS SHOWN TTHERAISE. 6. SWMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDES TML THE WATER/CEMENT RATIO OT IX ORIGINAL DESIGN IS NET EXCEEDED. WATER REDUCING ADMINWITH %RE SHALL BE IN CONFORMANCE AS09 4, USEDCONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT ADMIXTURES M ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. CEMENT SHALL BY EYES I OR II IN CONFORMANCE WITH ASTM LIM, AGGREGATES SHALL BE IN CONFONCE WRIT ASW C33. CLAUSE AGGREGATES SHALL NOT EXCEED TV WATER SHALL BE CLEAN AND POTASLERMA B. RECORDING NG STEEL SHALL CONFORM i0 ASTM A915, GRADE 60 CRAOF STT MAV BE USED FOR d3 AND SMALLER TES AND STRRUPS DETAIL AND PLACE ACCORDING TO ACT MANUAL SP 66. 9, UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2' FOR p5 AND SMALLER BARS. 2 FOR N6 AND LARGER BARS AND 3" WHEN POURED AGAINST EARTH. SUPPORT RENFORCEMENT WRX APPROVED CHAIRS, SPACERS. OR RFs. 10, PROTIDE MIN LMHM 46 GR DPMETERS AT SPLICES NO MORE THAN 50S OF RENFORGING SHALL BE SPLICED AT MY WERION UNLESS OTHERWISE O. BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2 -OR AT FINERS AND WALVFOOTNG INTERSECTIONS WITH MIN. ARMAMENT BEYOND INTERFACE PER DEVELOPMENT LENGTH SPECIFIED IN AS }1B. 1 R SHq I. BE IN ACCORDANCE WITH ACI -30 'GUIDE 70 IORMWOR% FOR CONCRETE SHALL DC SMOUREDBY THE CENTERING. BINDING 5 S SECURED T THE C TRETE HAS S SPECIFIED 29 -DAY DO LED STRENGTH. ALL SHORING SHALLSIBLIIY BE THE RESPONOF THE CONTRACTOR. FRMWORK,SUPPORIS. AND SHORING STALL PROMISE FINISHED CONCRETE SURFACES AT ALL FACES. LEVEL, PLUMB. AND (NUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE CPPWINGS CGNMNNC MASA L CONCRETE MASONRY UNITS S . LL BE MEDIUM W CONFORMING TO PAM CMD, DID SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 200D PSL CONTRACTOR TO VERIFY PER UNIT SBENGTH METHOD. 2. MORTAR SHALL BE mmE M OR 5 WITH A MINIMUM COMPRESSIVE STRENGTH OF L90G PSI, 3. GROS SHALL CCNFONM TO ASTM C478 AND SHALL BE FOUAI i0 250G PSI MIN. 4. FOR OR OUT JETS LKSCELUING FNE (5) FEET, CLEAN OURS SHALL BE Pre 70M OF EACH CALL O MORE LEAN 32' APART. GROS SHALL ONLY BE INSTALLED IN AwwG REINFORCING STEEL oR As NNIATEU N TPPSE PLANS. NO SCUD GROUTING UNLESS NOTED OTHERWISE. STRENGTH METHOD SHALL BE USED TO VERIFY MINIMUM COMPRESSIVE STRENGTH OF MASONRY FN - 1,900 PSI STRiCy`TURAL_STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRAVES, UNLESS NOTED OTHERWISE ON ME PVNS: PLANES IS BARS- ASW A36 TUBES- AN AS} R - ASTM AMO. GRADE B (Fy � RN kA) PIPES APE 6 X55 (RELTANU00 GURj - ASTM P5, GRADE B BE, 46 DAR HSS ECROUND) - ASTM AGOO, GRACE B Cry As) W-BSIS CHANNELS AS ANGLES A. p ASTM A36 2. WELD ACCORDING TO CURRENT AWS STANDARDS WIN SAVVY ELECTRODES, 3. WELD ACCORDANCE ESHOWN ON THE DESIGN OSRIWNGS ME CONSIDERED EFFEGTNE WELD SRANO SHALL BE INCREASED IN A X Ws CURED BY CAPS OR SKEWS BETWEEN COMPoNCNR. 4. ALL STEEL CXPOSEO TO WEATHER SHALL BE PAINTED OR HOT -DIP GALVANIZED, UNLESS NOTED OWERWISE ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM Al2S UNLESS NUTm OTHERNISL HOOKED, HEADED, THREADED. AND NUTTED ANCHOR RODS SHALL BE ASTM F1554 By 36 X,i), UNLESS NOTED OTHERWISE. DISSIMILAR METALS N METAL ALL GROUNDED METALS SHALL BE ISOLATED FROM DIRECT WNIAC. LU0CARBON STEEL -TO -STAINLESS 5 REL. USE APPROVED ISOLATION KMNES S INCLUDING WASHERS AND SCE. MACHINES 2. INSTALL w RESSTANT NEOPRENE R FROM GREETING AT ALL BOLTED METAL-TD-MErk CONTACT LOCATIONS TO COATINGS TNGS. PAINT MATING SURFACES PRIOR TO MAKING MULTE➢ CONNECTIONS SEE SPECIFICATION SECTION NXI. spyRSCS RUCTURAL G CHARACTERISTICS OF STEEL DECK SHALL BE ILULATEO ACCORDING TO AIS( SPECIFICATION FOR THE DESIGN OF COLO FORMED STEEL STRUCTURAL MEMBERS. 2 METAL DECK IS TO BE ATTACHED TO SUPPORTS IN CONFFRMANCE WITH AWS B11 STRUCTURAL WELDING CODE - STEEL AND 01.3 STRUCTURAL WELDING CODE - SHEET 3. DECK MUST COMPLY WITH STEEL DECK INSTITUTE (SDI) STANDARD FOR STEEL ROOF DECK, MWNACTERER MUST BE A MEMBER OF THE STEEL DECK INSTITUTE. CONTRACTOR SHALL PROTIDE MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH WE RESIGN REOUIREMENIS AS PAM OF THE STET, SUBMITTALS. 4, DECKING PND ACCESSORIES SHALL BE FORMED FROM STEEL SHEETS CONFORMINC. i0 ASDL M53 55 GRADE 50 WITH 5. PROVIDERIBCLASSES GUY OF ZCAME GAUGE AS DECK TO BLOCK SPACES AiWALLAS AD OFFER MISCELLANEOUS ACCESSORIES AND HARDWARE ITEMS AS NECESSARY ID COMPLETE INSTALLATION, E, OPENINGS REOUGED BY TRADES AND NOT SHOWN ON THE ORP INCS ARE THE RESPONSIBILITY OF E TRADE PEU REOUI RING THE ONINGS. C AND RFINFORCEMENT SHALL BE APPROVED BY THE ENGINEER REINFORCEMENT AT WE OPENINGS SHALL BE SUFFICIENT TO PREVENT DEFLECTION IN EXCESS OF WALL FOR UN-0ENETIUTET DECK. DATIONGS FOM GEOTECHNICAL REPORT WAS PREPARED BY FOUNDATON ENGINEERING. INC. OF BUD NW COMELL AVENUE, COCONUTS. OREGON. P HONE( (541) U9 NU -U6AS, TATER JANUARY 10. 2020 EIHEIR PROJECT No. 2191041), THE CONTRACTOR SHALL BEFAMILIAR WITH THAT SUPPLEMENTAL REPORT INFORMATION AND WE RECOMMENDATIONS CONTAINED THERAIN. 2. RATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL. OR COMMENT COMPACTED ENGINEERED FI PER THE PROJECT CONTRACT COOT ENDS. THE COMGCTOR IS DIRECTED TO IDE GEOTECHNICAL REPORT IN WE PROJECT SUPPLEMENTAL INFORMATION F0 W A T EXCAVATIONS FOR FNOATIONS SHALL BE OBSERVED BY THE CFCTFCHNIGL ENGINEERPRIOR TO PLAYINGOF CONCRETE FOR FOUNDATION, L DESIGN ORDERS, PER GEOTECHNICAL ENGINEER: 3.1. SOIL BEARING - 3,500 POP 5.2. A INCREASEREALL WED PRESUMED CAPACRIES FOR SHOW TERM LEADS 33 SOIL 34 FRICTION COEFFICIENT - 0.50 BETWEEN GOES AND STRUCTURAL ELL SOUTH HILLS GENERAL STRUCTURAL NOTES 4TH LEVEL S-1 RESERVOIR OF BF As CONCRETE ANCHORS 1 ADHERSEFn 1.1. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUAL15ED PERSONNEL TRAINED TO INSTALL ABHESIVE ANCHORS IN ACCORDANCE WITH ME CT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 1 U AT THE TIMEINSTALLATION, N ACCDRANCE AM AC Ole 14 SECTION 12.1.2 ADHESIVE FNRSCHR ALL RE INSTALLED INCONCRETE MARCA MINIMUM AGE OF 21 LAWS .I WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECTREQUIRES ADHERENCE TD ACI 318-14 SECT ?YG.D INSTALLATION O E ANCHORS IN HORIZONTAL r0 MXQCALV GUINNESS ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESNE ANCHOR DEBASER (MI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-1`F SECTION 17.022. PROOF OF CURRENT CERTIFCATION SH SUBMIIIXD TO THE FOR APPROVAL PRIOR TO FENGNFER CUMaBE NT MERCEDES DT INSTALLATION iE OREGON DOES NOT REQUIRE ADHERENCE H - SECTOR 17.B 2.2 2. MECHANICAL MM HANIdL ANCHORS SHALL BE INSTALLED BY QUAL19 EO PERSONNEL TRAINED 70 INSTALL EC HNNICAL ANCHORS N ACCORDANCE WITH WE CONTRACT DORMERS Ax R STREET MERGENCEME PRONSIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION NEFGENC uTO P 5 E vnEPsarsmucmvxFRBINu11s FSPR SET>;„as SOUTH HILLS GENERAL STRUCTURAL NOTES 4TH LEVEL S-1 RESERVOIR OF BF As UALITY ASSURANCE PLAN OR DRAWINGS & SUBUINLS. SHOP OAG SUBMITTALS ADMA MILE CEERTIFI�TCERTIFICATESFOR THE FOU L OW1 NG RMS SHAH RE SUBMITTED ANUENGINEER R O TO THE OWNER CORD FW A MINIMUM OF 21ARTS PRIOR TO FABRICATION' I. STEEL FABRICATION SHOP DRAWINGS, MATERIAL CCEFFICAROMS 6 WELDING CHALLENGES 2 CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES 3. CONCRRWIN ETE REINFORCING SHOP GIU E MU REINFORCING SHOP MAKINGS 5. GROUT MIX DESIGN sTwN�T„T1 A OR LwAGTox RFOI>_R_ORTC.• 1. THE OWNER SHALL EMPLOY THE ENGwEER F RECORD OR AN ALTERNATE OREGON UGENAM PROFESSIONAL ENGINEER, APPROVED BY ME ENGINEER OF RECORD, i0 PERFORM STRUCTURAL ODSEARCHONS IN ACCORDANCE WITH SECTION 1704A OF THE NTERNAi101NL BUILDING CODE, 2. SSTRUCTURAL OFFERVAUGH Is THE VISUAL OBSERVATION OF THE STRUCTURAL SY57EMTO ME APPROVEDO BY A REGISTERED PROFUSSETHI SGNIFICANTCONSTRUCT ION STAGEESSN& FORA AND ACONTB RMANCE COMPLLEIION OF THE STRUCTURALT EY SYSTEM. STRUSTU RAL AT OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILXY FOR ANY CIDER ON CRITERIA. INCLUDING SPECIAL INSPECTION, AS REQUIRED BY IRE BUILDING OFFICIAL OR ASINDICATEDHE INTERNATIONAL BUILDING EDGE. 3, OEFlCIENCILS SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING DEFEAT (ANO THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION). AT THE CONCLUSION OF THE STRUCTURAL WORK INCLUDED WITHIN THE MEET, THE STRUCTURAL OBSERVER STALL SUBMR TD THE BUILDING DEFEAT AN THE OWN ANY ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION) TA E E FIAT E SITE VIDES HAVE BEEN MADE AND IDENTI" AMY REPORTED DESCENDED WHICH. TOMET BUT OF RIE STRUCTURAL OBSERVER'S RNOWLEMrE HAVE NOT DECN RESOLVED. ATHE CONTRACTOR SHALL MANE AVAILABLE ALL MEANS AND METHODS IN FOR THE STRUCTURAL OBSERVER i0 PERFORMI FILE REQUIRED STRUCTURAL OBSERVATIONS. ADDITION. THE CONTRACTOR SHALL STRUCTURALND NOTICE THE OWNER OBSERVER A MINIMUM OF OB HOURS BEFORE THE TIME AT WHICH TILE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED, IN ADDITION, THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE CONSTRUCTION PROGRESS, 5 SHE URAL OBSERVATIONS SHALL AT PERFORMED FEE FDIC N0 ANCHORS AREAS O 5.1. FORMING AND REINFORCING PLACEMENT FOR THE RESERVOIR PRIOR THE FIRST CONCRETE POUR THE SO TO THE INSTALLATION OF THE BOTTOM SHELL COURSE 5 I TOL BRING THE INSTALLATION OF APPROXIMATELY (6) ANCHOR CHAIRS LOWING THE ERECTION OF ALL WALLS. BILL BEFORE THE INSTALLATION OF THE RF 5.5. CMU WALL CONSTEMPLON ANO REINFORCING PRIOR TO TME FIRST GROUT MET 56 CONSTRUCTION OF CMU LINTEL. PRIOR TO GROUT MEN 57 NS E ALLAIGN O THE ATE IXIOPRIOR To SHEATHING INSTALLATION 58 FOLLOWING THECOMPLETION OF ALL STRUCTURAL ELEMENTS CONTAINED HEREIN. ORIENTED ASSURANCE IM CAPE.' 1111TIESCOS QUALTY ASSURANCE FOR LEE STRUCTURE'S MAN LATERAL FORCE RESISTING SYSTEM SHALL BE PRESSES BY SPECIAL INSPECTION AND MATERIAL TESTING or THE FOLLOWING, CFO AN INDEPENDENT TESTING HANCEPLANYC SELECTED AND ENGAGED BY CTHE OO AO OWNER. SHALL TYPE SPECAL N ACCORDANCE WITH CHAPTER 17 OF THE N OF THESE MULLING E AND FREQUENCY OUPINED IN THE QUALITY 10 NOTES. EACHSPECIAL INSPECTION AND MATERIAL RUSHING REPORT SHALLBE DISTRIBUTEE ID ME OWNER, CONTRACTOR BUILD NO OFFICIAL AND ENGINEER OF RECORD A HIMFASHION THE CONTRACTOR SHALL MASE SMIILABLE ALL MEANS AND METHODS NECESSARY FOR THE SPFCNI INSPECTOR TO PERFORM THE REQUIRED R SHALL NOTIFY ME OWNER ANC SPECIAL MINIMUMINSPECTOR OF 48 HOURS BEFORE THE NTIME AT WHICH THE SPECIFEO SPECNL INSPECTIONS MAY BE PERFORMED p COMES V CFST L31 LOHRANT" IFTHISBANDUCA PROGRESS HAT FLEECES E EL CHECKED NGTTO FUTHEN SIDES I REQUIRED STRUCTURAL SPECIAL FARMSTEAD RESSECOM SLUDGE OR MATERIAL PROGRESS REFERENCE hE�� SIDES MASONRY LEVEL I TESTS PRIOR TO n0N VERIFY COMPLIANCE OF EUCNm»a PER TMs WE ALL LS SURECUMBEREARCHREPHYPECT A. GEOTECHNICAL INGLECTICAPPARAD TANI NEW A DUSIDECONSTRUCTERVERF" FMANOFAAC FOR SEEMS F URINAGEFD To PROTSR DORPREMI%EOORPRMLENCEGMGRTAR ANDERSON ING ARGUE AND GROUT OTHER Orv5000ATMGGRWT PER Th'S HA2 ART. TAC SEC., HERE OF SPEC INSPECTION .1 Ery Cwl 118FECTIONTANA AND RUENG AD ROME 1. TABLE I OF RE MACOURN:NX FASEARY I FEE ANSfAXTXCWC END CRIANTLEARE SEARCY MATERIALS COUSIN SHALL CAM AS ARMANEY CONSTRUCTION BEGINS INGLICATICANDAREADEDI 1. TABLE NCIE YEA FOLLOWINGAREIM A X) BY LEE GEOPECOUNINALL ENGINEER ACHIEVED ARESIGNMEARTAN GOMVLIAILETX GRACE SEE OF NG ANY AeR 2. PROPEREATERAL UEOMMANGAMC AN}101UGED PERFORM CLUDIFICATION AND TESTED TABLE USES. GRACE TAPE, AGO SHOP OF FLYING OF COMPACTLY FILL OF OEM FACTOR FILL MATERIALS USE, A I A MATEAPA� vCHIF USE -OF PROPER MANDATE, BEAMMUSE AND MET THICKNESSES ENTERED OF PRESTRIESSING SEC 108,109 ART C4.36 OF COMPACTED FILL PRONTOREADEMENTORCEMPACTER I WE A A THAT XI HAS BEEN PERFORMED PROPORTIONG F SUE PREPARED PROPERTY SORT A.RESTRESSIF9 GROUT FOR PLACEM% NT OF MASONRY TERM PAO EARLEY REQUIRED LEADING FOR ARSENAL REDUCTIONS MEOIMCOPEAMETIONAPPLES ART 1. CAR EZ ISTRE.CRUATER L B YEN GOES SIR TYPE. SEE AND LOCATION F ANCHORS FOCUSING STUDY 15 X A. AGOTAILLIES THAI U. TIE .3.1.6.3. ERRANDS OF A FACRACHATESUME FON CONSTRUCTION AM THAT THE FABRICATION EMORAING DETAILED FABRICATION AND SURATTY TYRA 2 51 % CONTROL PROCEDURES A. AN. REVIEW FOR COMPLETENESS AND AGE UI NELVERE TO THE CODE ED MARAUDERS T."I'DC %OBSERVE UHREQUIRED BY SECTION HOT REQUI RED ART l4R2AAANNEOR WHERE THE 15 DOME ON ME AN EUROPE RICATOR FACERICATUDO IS UlIPUA RE PPROVESTO PERFORM ORRY WITHOUT IAL E PURFACREALL SHALL ASED N OF MANSARD. �TABLE FABRICATOR ME MPLANCESETHE STATION THAT THE _ CONCRETE M: WO7A. PLACCUREFERNALL OF SOLID METALLED 1. TABLE ANIT1 IXIA COMERELYINBACTAIDALLOARSELE "AT HU'D BE AN INCREASED OR A HERE jGIYl SEA A.,, V AT I A A ALL POLLS BANALLY DISSECTED STRENGTH Al". A FRED YKED 1 ITS 'U. APPENDIX C TABLE 1705 Z AWRIFYIND CBS .1 SCULBARY .1. 1 AN AS 11 U IS � I (A)= PERIODIC SPECIAL INSPECTION DEFINED IN CONTRACT SPECIFlCPTIONS murraysmith"4 > TABLES REQUIRED STRUCTURAL SPECIAL FARMSTEAD THENTI E or SHOW WASURAI MASONRY LEVEL I TESTS PRIOR TO n0N VERIFY COMPLIANCE OF EUCNm»a PER TMs WE ALL LS G F'NCPESPTMS WANT.1AG Sa uRIw CO TRUrnMGRlFY UMPLGWAW ABIEIRir INDE RGlI NGGR00FLSDFWEREDTOTHPPSOCH CUP PER FEW RE ALL 15 A I DUSIDECONSTRUCTERVERF" FMANOFAAC FOR SEEMS F URINAGEFD To PROTSR DORPREMI%EOORPRMLENCEGMGRTAR ANDERSON ING ARGUE AND GROUT OTHER Orv5000ATMGGRWT PER Th'S HA2 ART. TAC Ery Cwl 118FECTIONTANA STANDING FFERSPE RE MACOURN:NX FASEARY I FEE ANSfAXTXCWC ERR IC AS ARMANEY CONSTRUCTION BEGINS YEA FOLLOWINGAREIM GOMVLIAILETX GRACE SEE OF NG ANY AeR 2. UEOMMANGAMC AN}101UGED GRACE TAPE, AGO SHOP OF ENTERED OF PRESTRIESSING SEC 108,109 ART C4.36 A PROPORTIONG F SUE PREPARED SORT A.RESTRESSIF9 GROUT FOR PLACEM% NT OF MASONRY TERM PAO MEOIMCOPEAMETIONAPPLES ART A TON OF SiRUCTU RAI A TYPE. SEE AND LOCATION F ANCHORS FOCUSING STUDY MAY X FURAL MRUTTIOX FRAMES,EMBERS OR .3.1.6.3. EC CONST FON CONSTRUCTION AM COLDDE GONER(TEPemTURE BELOW ART I 5. 18D % AFF)OR HOT WEATHER TEMPERATURE ABOVE N PLAINS CINGTOPOLOUTAND FOR BOUNCE T."I'DC %OBSERVE NS IS N COMPOIAKE PREPARATION OF GROUT ART l4R2AAANNEOR PRISMS IS UlIPUA PSE vElFeson sTnLcnuwu Iwlx¢ns FSPR SET HEFT SOUTH HILLS GENERAL STRUCTURAL NOTES 4TH LEVEL QUALITY ASSURANCE S-2 RESERVOIR 32 of 65 STEEL of ESIGNED LETI REFERTO °Nor rARRICATaR .NeRGATIOROF IF BE AREA EL UIREMENrs STRUCTURAL 1 OR,.2B1 use ssoHIS x ELEmDNrs GEYEICHNSTALL AL ENGINEER TOPERFORM TESTING OF F 1 FILL MATERIALS Riio� zED AACCREDRµINNG nUN`A`IMILr TESTI PER GERSECHNICAL REPORT PRFPMPO "LLPDsaELRRAF� ASTLIARS zlw11 THE G1T1CM� ENGINEER DO SIBS FR RwvERFGnTIory STRAI MATERIAL OPEC IT. 1. CONCEREPT ROBRIFFROATIONROF 17PS2 1. SLID 1, TIME TREAT x Tmeo mlurPsraEFOars STRuSIDD ST'eL TARM IONE S OCUInE TESTS PER SMILIUMPANDARCONFEW AELa nm. x ESS mwRONCE Fore EACH ARAD 1. MY A OF THE cowcREreaAIRGY 1. STERGE ARE HIPPOLIFIRGY IT '.AsElwuls...w �ry SHIFT FROM FILLE" WORK OR FROM TEST RACE ANDMINIMSTMORESPEOMENFOR �Fwo. —H ALL `LGA` YARD'S RE.BIGHTERN TESTS AS Rl RED PER THE ABILDINS resascERRNoresroNoA SPEC TIED 1.lPARTS AFT. MATERIAL Xl LOD O OFFICIAL, TANvaG ONSoC-UCRN IF GRECTIREARE DOCUMENTS �Gl CONCRETE 7HASPERATURE H. IFARDERRY Al.ARRATERRAL llART TESTING FORRY TELE lms.z As AB x scFanErATE or ER METALS FILTOW.C.ENTS T St HERE, H Mei HEAR OFFITINGE rOrouauFlwTloNcnRos FORAWAs+"'a F cssz COMPLETE AND E. FOR, CHARE ASSURANCE PARITALSONToNCRoo TABLE nasi IT I % AL vlwuRV IIBPDDIEG PDRn PERETRATIWELDS BE.. s.R PRIAM TEST METHOD ASTRIIII. LEVELD muEr THREE FRI INS PER TEST WELD vrspnuE IMBEDDING PER AIRS FIELDS x011il SP PASS FILL CONFESSORS STRENGTH OF MORREWS .111 ACTIN CORD cNEATER LED DI 11OLL11 x SITO AROM ID' MIT VIE. PERMITTED ASS 'IL #:OR WELO ix3 THREE FEW AND ELECT WELDS TAKE THIS TESTING PRISMS FROM CONSTRILOTED xAILWELmvRRuAMY BIG 11 'AD 1;�Il HBPEMPREFLOW MALFORRY ABLE 'Al D IRS SINGLE ROSS FILLET HE FACH FIRE BE O TABLE TOO. STEEL Ml MD ULTRASONC MARFEENTIT x WSUALLV PERFORM PEaA FORTA rrHnNHALT ERINR OFICLE wI— FIlIA PLCL—B.1 .—1 FEE HIS a. X ALLAELFROMPECTORIESTRAWSPI 171 ... BY 17JCE END AND CONEIRMIF BY SPECIAL 1 ESE LHS CERTIFIED TEST ARECTI AND ABLE nos x PTs STREADEFFERISR PERFORMED BY OAPPLBAigxpVAVegTION W9011+6INN ROPEwEAF AND CONFIRMED BY OFFIRL WELDING PPOCG PRassSPECIFICATIONS JUNNFEBTEI WELDEDAPPLICATION` ATERDTAFFER lFreo`GRN vMl TABLE IBBER IOORAPXIC TESTING BATT OF WELLS TABLE nos.z l .711 x coRV OF CLARIFICATION CMOS All 11, B I 1.2 IANI ASSOCIATED RTINTERPRETUG THE GUALIFORTIONG THE BICAMERAL FANGORM.F OF ROSE lC. FRALLAT ON TYPE DEPTH ANDGAGERISEPROPRIETARY TUATER GNG 90511 REPORT% Rs 3C ARTACxMFM3. HU TON MOTHER AND SERAT COMINNOUS INSPE CTION IS MDT WELDING ALM' Al. IN MY REQUIRED WHEN SEES INSTAI I EO WTA A' IF. AIDE, I x AN OTHERWISEESSEEPT PEZEW SECTIOMOFnW9O1] INCiV)�ER COLDEFFORMER STEEL FINDING MM1L� E19�WEGM x ER S CERTIFIED TEST ER SECTION MB GARTERSE OF x COPY OF WNDINPROCEDURE ROCEDURE PH RSPKIHGibNs OrvnwlNVEooR ROGER Al aQRR ARS C.AOR AWS D,s X PRIOR ORDSHEIRCATION QER ffRGOPIW EOIDNOC X OF CLARIFICATION GPOs TABLE 4 REQUIRED TESTING FOR SPECIAL BABE INSPECTION R'oR FLOODS MDv BEET'. OR MATERIAL FR.S BY CODE REFERENCE A. FASRICATIONAND ERECTION I.IS.II RESTS BEIP R.GIxr3 vGUANNINBPETE SELI NOTICE of ESIGNED LETI IF BE AREA EL FY FOR TOACC x TABLE I REQUIRED STRUCTOWN. SPECIAL FORGOTTEN TESTING SYSTEM OR MATERIAL BE AREA r�NICHISTS REFERENCE GEYEICHNSTALL AL ENGINEER TOPERFORM TESTING OF F 1 FILL MATERIALS 1 AM TESTI PER GERSECHNICAL REPORT PRFPMPO "LLPDsaELRRAF� zlw11 THE G1T1CM� ENGINEER DO SIBS FR RwvERFGnTIory wNV�aiMoF xIw HE CEorecxwcu ENGINEER IRs CONCEREPT TIME TREAT LONGRETE IS PLACED NDswn IT THE HAS ResncORETD IsPRFn TESTS PER SMILIUMPANDARCONFEW AELa nm. x ESS mwRONCE Fore EACH OF THE cowcREreaAIRGY '.AsElwuls...w �ry SHIFT FROM FILLE" WORK OR FROM TEST RACE ANDMINIMSTMORESPEOMENFOR —H ALL `LGA` YARD'S RE.BIGHTERN TESTS AS Rl RED PER THE ABILDINS NFO III HE 2 ALSO AS ' OFFICIAL, IF GRECTIREARE �Gl CONCRETE 7HASPERATURE H. IFARDERRY llART TESTING FORRY DQUALITY T St HERE, H Mei HEAR rOrouauFlwTloNcnRos FORAWAs+"'a F cssz E. FOR, CHARE ASSURANCE TESTING EASSFOR FOREGAT PRIAM TEST METHOD ASTRIIII. LEVELD THREE FRI INS PER TEST PERSURTAKE CONFESSORS STRENGTH OF MORREWS .111 ACTIN CORD COMPRESSIVE STRENGTH OF GREAT SITO AROM ID' WELO ix3 THREE TESTING PRISMS FROM CONSTRILOTED BIG 11 'AD 1;�Il WASLINTRY MALFORRY ABLE 'Al FIRLIKESERCE HE FACH FIRE BE STEEL Ml MD ULTRASONC MARFEENTIT ERINR OFICLE wI— IS PLCL—B.1 .—1 FEE ... BY 17JCE END AND CONEIRMIF BY SPECIAL 1 ESE EACH STILL 1' PERFORMED BY OAPPLBAigxpVAVegTION W9011+6INN AND CONFIRMED BY OFFIRL JUNNFEBTEI WELDEDAPPLICATION` ATERDTAFFER IOORAPXIC TESTING BATT OF WELLS l .711 All 11, B I ASSOCIATED RTINTERPRETUG THE 11 THE BICAMERAL FANGORM.F PSE vErtnsar sm�uwu Excmervs FSPR SET Po,SI,; s,; SHFET 7(� }} SOUTH HILLS GENERAL STRUCTURAL NOTES murraysm��h 4TH LEVEL QUALITY ASSURANCE S-3 SP,HANDELQ.I,.MYER..m RESERVOIR 36- MAH -Al SIC RINGWALL FOOTING SELO W PER DEF 1, SHEETS -5 PIPE BLOCK, SEE GET 6, SHEET 5-6- (TYP) TEC ICH E;_ H SHEETS r _L LL 7---_ `\ B' -D" R1/4• 3f III F i I 1 F v_ I o 12"6 OVERFLOW, I SEE MECH SHEETS I I �\ FOOTING SEE OCT 1, SHEET 5-5 _J L 1 1 16"0 LET/OUTL ET, \I \\ SE\\ ME SEE MECH SHEETS \4e e\\ \a NOTICE EFL 36" MAN WAY SEE DET4, SHEET 5-6 - �` FOOTING, SEE DET 1 LES n 1&2 , &2, SHEET 5-5 • �' ll SOUTH HILLS 4TH LEVEL RESERVOIR FOUNDATION PLAN AND SECTION S-4 30" DIA EXHAUST MH SIM DET 1, SHEET 5-6. LOCATE PER CIVIL SHEETS 0.46 MG WELDED SIL 0.E(20) 0) (NSEQUALLY ANCHORS AND CHAIRS EQUALLY \ SPACED SEE DET 4, SHEETS -5 1 EXT LADDER SEE MECH SHEETS _I GUARDRAIL HATCH LANDING _ DET 3, SHEETHEETS- 5-] PLATFORM SEE OFT – 1, 2, ® 4, SHEET S-] 3'-0'x4'-0" ROOF HATCH (4) TIE -OFF ANCHORS, 6' W/ INTR LADDER, SEE FROM CENTER OF RES, SEE DET I, SHEETS? DET], SHEETS? RESERVOIR PLAN SCALE: 3/16'=1'-0" Noam PAINTERS PLUG TYP, SEE MECH SHEETS (4)TI- FF ANCHORS, 6' -GUARDRAIL PER FROM CENTER OF RES, SEE DET 3, SHEET S-] GET ], SHEET Sa VENT RING PER EXHAUST MH SIM OET I, SHEET S-6 DET 1, SHEET S-6 5/16^ PLATE I TOP OF RES SHELL EL=1152.25 50'-D' ID OVERFLOW EL=1148.0 NORMAL HWLE� –J –L 12.0 OVERFLOW, - SEE MUCH SHEETS SHELL BUTT JOINTS PER DEI 5, SHEET 5-] SHELL PLATE 4---------------T_____–________________I_____. TO FLOOR PLATE CENTER CROWN– 1/4"PLATE EL]I =I6.0 TOP OF FLOOR PLATE EL=1115.50 SLP=21 SLP=2% _ f_ ________L --____ 36"6 MANWAY PER DET 4, SHEET 5 6 NOT E: APPURTENANCE POSRIONS HAVE BEEN ROTATED FOR CIARRY. REFER TO PLAN FOR LOCNTONS. RESERVOIR ELEVATION SCALE 3/16"=1'-0" (ADDER, SEE MECH SHEETS ROOF EDGE CONN SEE DET 2, SHEET 5-6 B' -D" R1/4• 3f III F _ I i i I III 6 I II I ' FOOTING SEE OCT 1, SHEET 5-5 PSE PERAS0.Y STgIIL'NRAIFXCIpffgS NOTICE EFL LES n • �' ll SOUTH HILLS 4TH LEVEL RESERVOIR FOUNDATION PLAN AND SECTION S-4 s, EFL �� murraysm�th` RESERVOIR HEN DN -FN 1HaLo `�oF e mom,. a ,.,.�. NET TJ SGL 34 of 65 NO. GATE BY REVISION ' / " DET 1, THIS SHEET MATCH TO A FLOOR SLOPE O RT: IF 2-1 #5 E] HOOP @ V-0" o.c. SUBGRADE HU15 CONTINUOUS PREPARATION T&B PER DEI I, PER CIVIL THIS SHEET SHEETS FOOTING DETAIL z SCALE: 3/4"=1'-D' $-4 3" 1-1/4"O F1554 3tk ANCHOR NUT WASHER PLATE1/4TE1/4" PHOLEde TOP PLATE DETAIL GROUT PAD •STIRRUP AND TSE PER OET I,0=6dp FOR #3 THRU#8 THIS SHEETP t 916'0 PLATE T I 13 136d,OR WASHER DETAIL T MIN. Ede OR T 4" MIN. FOOTING PER FOOTING PER 3"0 WASHER CROSS TIE DET t, THIS DET t, THIS 0 m 6c,FOR #3 THIRD #8 SHEET SHEET ANCHOR CHAIR �1 STANDARD HOOKS AND BENDS SCALE: 3" $-4 SCALE NTS DOUBLER PLATE THICKNESS, DOUBLER PL AT E EQUAL TO SHELL THICKNESS AT DIAMETER, 2d DOUBLER PENETRATION LOCATION, MIN. 1/4" TO FLOOR) FLOOR PLATE PIPE PIPE PER CIVIL SHEETS DIAMETER, tl DOUBLER PLATE NOTES: UNLESS NOTED OTHERWISE 1. FOR DOUBLERS LOCATED ON THE FLOOR PLATE, PLACE ON THE INTERIOR FACE OF TEE PLATE 1, WELD SIZES SHALL EQUAL THICKNESS OF THINNER MEMBER JOINED, FILLET WE. NOTES 1. ALONG EDGES OF MATERIAL LESS THAN 1/4" THICK; NOT GREATER THAN THE THICKNESS OF THE MATERIAL. 2. ALONG EDGE OF MATERIAL 1/4' OR MORE IN THICKNESS; EQUAL TO THE THINNER PART MINUS 1/16". FLOOR PENETRATION DETAIL a SCALE: NTS _ FLOOR PLATE T,P TYP 1 1/2 3/1B DETAIL NOTE: BABE METAL SHALL BE PREHEATEDTO A TEMPERATURE OF 100-F WITHIN A DISTANCE OF FOUR TIMES THE PLATE THICKNESS FROM THE LOCATION OF THE WELD WHEN THE BASE METAL TEMPERATURE IS BELOW 32•F FLOOR JOINT DETAIL(q SCALE: HIS 3" CUA DEhRtINI51A0CIeAAIFMIEFpS 1-1/4"0 F3554 GR 36 ANCHOR W/ DOUBLE ITMP' SHE PLATE R3/p" AT BASE j NUTSCAD N GA3"OWASXER ON EMBEDDED ENq EMBED P -O" 1-114'0 F1554 GR 36 ANCHOR w/ DOUBLE 44 FOR PS NUTS �TNJKING A TO ON Q1'-o"o.c. GROUT PAD EMBEDDED END, EMBED 2'-0'HER ANCHOR CHAIR PER BETWEEN FLOOR INP) DET 4, THIS SHEET PLATE AND FTG 11/4" GROUT PAD 2-6" CONFINUOU MATCH TO FLOOR PLATE &B FLOOR SLOPE 3/4' CHAMFER ti/4" FOOTING SECTION 2•CLR I L 1 1/4" $ G _ Ma%6" 2"CLR GROUT PAD C #s #5 CONTINUOUS NUT o NUT ous EACH EACH FACE, EVENLY 2 0" EA FACE, EA SPACED EVENLY SPACED DET 1, THIS SHEET MATCH TO A FLOOR SLOPE O RT: IF 2-1 #5 E] HOOP @ V-0" o.c. SUBGRADE HU15 CONTINUOUS PREPARATION T&B PER DEI I, PER CIVIL THIS SHEET SHEETS FOOTING DETAIL z SCALE: 3/4"=1'-D' $-4 3" 1-1/4"O F1554 3tk ANCHOR NUT WASHER PLATE1/4TE1/4" PHOLEde TOP PLATE DETAIL GROUT PAD •STIRRUP AND TSE PER OET I,0=6dp FOR #3 THRU#8 THIS SHEETP t 916'0 PLATE T I 13 136d,OR WASHER DETAIL T MIN. Ede OR T 4" MIN. FOOTING PER FOOTING PER 3"0 WASHER CROSS TIE DET t, THIS DET t, THIS 0 m 6c,FOR #3 THIRD #8 SHEET SHEET ANCHOR CHAIR �1 STANDARD HOOKS AND BENDS SCALE: 3" $-4 SCALE NTS DOUBLER PLATE THICKNESS, DOUBLER PL AT E EQUAL TO SHELL THICKNESS AT DIAMETER, 2d DOUBLER PENETRATION LOCATION, MIN. 1/4" TO FLOOR) FLOOR PLATE PIPE PIPE PER CIVIL SHEETS DIAMETER, tl DOUBLER PLATE NOTES: UNLESS NOTED OTHERWISE 1. FOR DOUBLERS LOCATED ON THE FLOOR PLATE, PLACE ON THE INTERIOR FACE OF TEE PLATE 1, WELD SIZES SHALL EQUAL THICKNESS OF THINNER MEMBER JOINED, FILLET WE. NOTES 1. ALONG EDGES OF MATERIAL LESS THAN 1/4" THICK; NOT GREATER THAN THE THICKNESS OF THE MATERIAL. 2. ALONG EDGE OF MATERIAL 1/4' OR MORE IN THICKNESS; EQUAL TO THE THINNER PART MINUS 1/16". FLOOR PENETRATION DETAIL a SCALE: NTS _ FLOOR PLATE T,P TYP 1 1/2 3/1B DETAIL NOTE: BABE METAL SHALL BE PREHEATEDTO A TEMPERATURE OF 100-F WITHIN A DISTANCE OF FOUR TIMES THE PLATE THICKNESS FROM THE LOCATION OF THE WELD WHEN THE BASE METAL TEMPERATURE IS BELOW 32•F FLOOR JOINT DETAIL(q SCALE: HIS 3" CUA DEhRtINI51A0CIeAAIFMIEFpS FSPR SET ITMP' a W 11 44 FOR PS Q1'-o"o.c. 2"CLR NOTE: STAGGER INP) (4) 45 SPLICES OF 2-6" CONFINUOU CIRCUMFERENTIAL BAR &B A MINIMDM-D° FOOTING SECTION %i SCALE: 31 $ G DET 1, THIS SHEET MATCH TO A FLOOR SLOPE O RT: IF 2-1 #5 E] HOOP @ V-0" o.c. SUBGRADE HU15 CONTINUOUS PREPARATION T&B PER DEI I, PER CIVIL THIS SHEET SHEETS FOOTING DETAIL z SCALE: 3/4"=1'-D' $-4 3" 1-1/4"O F1554 3tk ANCHOR NUT WASHER PLATE1/4TE1/4" PHOLEde TOP PLATE DETAIL GROUT PAD •STIRRUP AND TSE PER OET I,0=6dp FOR #3 THRU#8 THIS SHEETP t 916'0 PLATE T I 13 136d,OR WASHER DETAIL T MIN. Ede OR T 4" MIN. FOOTING PER FOOTING PER 3"0 WASHER CROSS TIE DET t, THIS DET t, THIS 0 m 6c,FOR #3 THIRD #8 SHEET SHEET ANCHOR CHAIR �1 STANDARD HOOKS AND BENDS SCALE: 3" $-4 SCALE NTS DOUBLER PLATE THICKNESS, DOUBLER PL AT E EQUAL TO SHELL THICKNESS AT DIAMETER, 2d DOUBLER PENETRATION LOCATION, MIN. 1/4" TO FLOOR) FLOOR PLATE PIPE PIPE PER CIVIL SHEETS DIAMETER, tl DOUBLER PLATE NOTES: UNLESS NOTED OTHERWISE 1. FOR DOUBLERS LOCATED ON THE FLOOR PLATE, PLACE ON THE INTERIOR FACE OF TEE PLATE 1, WELD SIZES SHALL EQUAL THICKNESS OF THINNER MEMBER JOINED, FILLET WE. NOTES 1. ALONG EDGES OF MATERIAL LESS THAN 1/4" THICK; NOT GREATER THAN THE THICKNESS OF THE MATERIAL. 2. ALONG EDGE OF MATERIAL 1/4' OR MORE IN THICKNESS; EQUAL TO THE THINNER PART MINUS 1/16". FLOOR PENETRATION DETAIL a SCALE: NTS _ FLOOR PLATE T,P TYP 1 1/2 3/1B DETAIL NOTE: BABE METAL SHALL BE PREHEATEDTO A TEMPERATURE OF 100-F WITHIN A DISTANCE OF FOUR TIMES THE PLATE THICKNESS FROM THE LOCATION OF THE WELD WHEN THE BASE METAL TEMPERATURE IS BELOW 32•F FLOOR JOINT DETAIL(q SCALE: HIS NOTICE EELRE ,83� lal Lem' �- SOUTH HILLS RESERVOIR STRUCTURAL DETAILS 4TH LEVEL S-5 MRS c, /f� •-/'/, , FOUNDATION AND ANCHORAGE DETAILS IF KHIISMR 1 PEEL murraysmi-th� RESERVOIR THILD CiuLKF➢ DATE DEFTEMBER 2020 31 of 65 PSE DEhRtINI51A0CIeAAIFMIEFpS FSPR SET a W 11 NOTICE EELRE ,83� lal Lem' �- SOUTH HILLS RESERVOIR STRUCTURAL DETAILS 4TH LEVEL S-5 MRS c, /f� •-/'/, , FOUNDATION AND ANCHORAGE DETAILS IF KHIISMR 1 PEEL murraysmi-th� RESERVOIR THILD CiuLKF➢ DATE DEFTEMBER 2020 31 of 65 STEEL R RING 1/4' — COORDINATE BOLT HOLES WITH SPECIFIED VENT STEEL RING, Rl/4" RS/16" UMBRELLA DOME ROOF ROOF VENT PER MECX SHEETS 2'-61/2' I VENT RING DETAIL SCALE: i l/2"=1'-0" S_4 PUCE (2) SHEETS OF 6 MIL POLYETHYLENE TDP OF WALL BEf WEEN FOOTING ANO FOOTING PIDF BLOCK. #5 SIDE BARS, EQ. SPACING— TOTAL WILL VARY DEPENDING ON PIPE DIAMETER, SEE TABLE TYPICAL PIPE BL( O MANWAY NOTES: UNLESS NOTED OTHERWISE 1. WELDS IZES SHALL EQUAL THICKNESS OF TANNER MEMBER ]DINED. (42) 03/4" F3125 GR A325 GALVANIZED STEELBOLTS, PROVIDE (MANWAY of 2. ADJUST DIMENSIONS AS NECESSARY TO TO PL ACCOUNT FOR SHELL THICKNESS. CLEAR (4) BOLTS WITH LOCKING CAPABILITIES 3 ) - 4$ TO SHELL) OPENING SIZE IS 36"0 R3'-0" SIDES) J RI' -10 3/B (42) p2/R" HOLES ON A BOLTING FLANGE WITH U4" BOLT CIRCLE SST HtNGE PIN W PUTS, PL 9/16" 6" / WITH HOLES STRADDLING ISOLATION SLFE W/ WEF-61 j I PER FABRICATOR APPROVED GASKET Fo VERTICAL CENTERLINE, NECK PLATE, COORDINATE HOLE SIZE PL 3/8" AND LOCATION WIDV ° o + COVER PLATE ° v\" ° ° FILLET WELD NOTES: PROPOSED HATCH /� PL 11/16" (rvP� 3. 1. ALONG EDGES OF MATERIAL LESS 031-0 HANDLE, PER CLR L!% THAN 1/4' THICK; NOT GREATER FABRICATOR 3,0„ THAN THE THICKNESS OF THE MATERIAL. CLR LO. Z. ALONG EDGE OF MATERIAL 1/4" (TYP3 °\-11'-0" OR MORE IN THICKNESS; EQUAL SIDES) °°\ %°° 3'-83/4" TO THE THINNER PART MINUS ° 1/16". 3•-0• MANWAY HATCH 1N CJP ACCORDANCE W/ REQUIREMENTS OF AW WA D100 u INSIDE SHELL a SANE______ __ u` REINFORCING PUTS MATCH BASE ` "--____ THICKNESS OF SHELL ANO ---____ SHELL ROLL TO MATCH RADIUS OF -� TANK WALL6'-0" 1 BEVEL OI V �-✓ REINFORCING PLAT 36"0 MANWAY HATCH DETAIL �a1 36"0 MANWAY HATCH SECTION SCALE: 3/4"=1'-0" S`.4 SCALE: 3/4"-1'-O" FOOTING PER GET 1, SHEET 5-5 TVPIS PLACE 121 SHEETS 016 $PUCE$ fi I STUB 1[3/16", EMEND 2" PAST 1(1'X1/4" CONT. DRI 1/4 EHELLTOP, RUN FLUSH WITH EDGE TYP ROOF. SEALWELDTOPAND 1/4 BOTTOM AS NOTED. _ 1'-0" MIN LIP TVP 3p6 HELL Ri/4"Al S_6 TOP TRIM EXCESS PLATE DOME ROOF EDGE CONNECTION NOTES: AFTER WELDING 1, FIELD WELDING ORDER PIPE BLOCK DETAIL NOTES 1.1. COMPRESSION RING TO SHELL PLATE ME 1.2. ROOF PLATE TO COMPRESSION RING DIAMETER 1.3. STUB PLATE TO ROOF THEN SHELL PLATES BARS MAIN LEG MAIN LEG 2. ALL WELDS SHALL BE SEAL WELDS 3 CONNECTION DETAIL �1 12" SCALE 3"=1'-O" PUCE (2) SHEETS OF 6 MIL POLYETHYLENE TDP OF WALL BEf WEEN FOOTING ANO FOOTING PIDF BLOCK. #5 SIDE BARS, EQ. SPACING— TOTAL WILL VARY DEPENDING ON PIPE DIAMETER, SEE TABLE TYPICAL PIPE BL( O MANWAY NOTES: UNLESS NOTED OTHERWISE 1. WELDS IZES SHALL EQUAL THICKNESS OF TANNER MEMBER ]DINED. (42) 03/4" F3125 GR A325 GALVANIZED STEELBOLTS, PROVIDE (MANWAY of 2. ADJUST DIMENSIONS AS NECESSARY TO TO PL ACCOUNT FOR SHELL THICKNESS. CLEAR (4) BOLTS WITH LOCKING CAPABILITIES 3 ) - 4$ TO SHELL) OPENING SIZE IS 36"0 R3'-0" SIDES) J RI' -10 3/B (42) p2/R" HOLES ON A BOLTING FLANGE WITH U4" BOLT CIRCLE SST HtNGE PIN W PUTS, PL 9/16" 6" / WITH HOLES STRADDLING ISOLATION SLFE W/ WEF-61 j I PER FABRICATOR APPROVED GASKET Fo VERTICAL CENTERLINE, NECK PLATE, COORDINATE HOLE SIZE PL 3/8" AND LOCATION WIDV ° o + COVER PLATE ° v\" ° ° FILLET WELD NOTES: PROPOSED HATCH /� PL 11/16" (rvP� 3. 1. ALONG EDGES OF MATERIAL LESS 031-0 HANDLE, PER CLR L!% THAN 1/4' THICK; NOT GREATER FABRICATOR 3,0„ THAN THE THICKNESS OF THE MATERIAL. CLR LO. Z. ALONG EDGE OF MATERIAL 1/4" (TYP3 °\-11'-0" OR MORE IN THICKNESS; EQUAL SIDES) °°\ %°° 3'-83/4" TO THE THINNER PART MINUS ° 1/16". 3•-0• MANWAY HATCH 1N CJP ACCORDANCE W/ REQUIREMENTS OF AW WA D100 u INSIDE SHELL a SANE______ __ u` REINFORCING PUTS MATCH BASE ` "--____ THICKNESS OF SHELL ANO ---____ SHELL ROLL TO MATCH RADIUS OF -� TANK WALL6'-0" 1 BEVEL OI V �-✓ REINFORCING PLAT 36"0 MANWAY HATCH DETAIL �a1 36"0 MANWAY HATCH SECTION SCALE: 3/4"=1'-0" S`.4 SCALE: 3/4"-1'-O" FOOTING PER GET 1, SHEET 5-5 PLATE PIPE BLOCK NOTICE EIL a, ie� SOUTH HILLS IF TITS RNA LOIS SRA�Rs'murraysmirth e.pMUTM ,M 4TH LEVEL EFL RESERVOIR THIN PNkMIN .mros<aISTSE«EO �.T:Imi 1F'-0�MIN{ PLACE 121 SHEETS 016 - I MIL POLYETIYLENE \\VII PE1R49XSEA�ICRM4 FlGPpEEFf BETWEEN FOOTING AND PIPE BLOCK. _ PLATE PIPE BLOCK NOTICE EIL a, ie� SOUTH HILLS IF TITS RNA LOIS SRA�Rs'murraysmirth e.pMUTM ,M 4TH LEVEL EFL RESERVOIR THIN PNkMIN .mros<aISTSE«EO �.T:Imi PER MESH SHEETS AS REQ'D• MIN V-0" L l'-0" MIN (TYP) •may 1'-0" MIN(TT) TYPICAL PIPE BLOCK DETAIL %s1 CONCRETE PIPE BLOCK ESE! #5 HOOP @ 1'-0"n[. PE1R49XSEA�ICRM4 FlGPpEEFf 2" CLP- I DIMENSIONS WILL VARY DEPENDING ON PIPE DIAMETER, SEE TABLE _ 1'-0" MIN LIP o ALL AROUND) S_6 36 of 65 00" S CURL PIPE BLOCK DETAIL NOTES PIPE ME SIDE FACE TOP U -BAR BOTTOM BLEAK DIAMETER BARS BARS MAIN LEG MAIN LEG R" 3 1 2•-4• 2.4„ 2'-3" 12" 3 12." 1 2•-B" " 2•-B,• 2•-2• 11. 3 1 3'-0" 12" 3'-0" 2'-11" PER MESH SHEETS AS REQ'D• MIN V-0" L l'-0" MIN (TYP) •may 1'-0" MIN(TT) TYPICAL PIPE BLOCK DETAIL %s1 SCALE: 3/4•y1•-0. 5` ESE! PE1R49XSEA�ICRM4 FlGPpEEFf FSPR SET RESERVOIR STRUCTURAL DETAILS S_6 36 of 65 ACCESS HATCH IID, III SEE MECX SEE MECH SHEETS DWG., BASF 2"0 HOLE CENTERED DETAIL PE0. DET 3- ryP TXT$ SHEET __________________________'f� 1/4 LANDING FRAMING AND11 RAILING SHOWN OPSHED, SEE DET 3 &4, CHIN HATCH THIS SHEET OPENING - I PLATE 0.3/8" COLLAR PLATE 4114"x6" DOUBLER PLATE II AROUND OPENING II PERIMETER I I INTERIOR LADDER RESERVOIR SHELL COLLAR NOTE: TO SHELL 1.SEE DETAILS 41,5, THIS SHEET, FOR 46° LANDING FRAMING CONSTRUCTION. 2. SEE MECHANICAL SHEETS FOR LADDER, BEHIND, AND ACCESS MATCH CONSTRUCTION. RAILING RASE DETAIL PER SHEETS 3. HATCH LAN DINGSECTION SCALE: 3/4•=l• -p" S4 EXPANDED METAL GRATING PER GENERAL NOTES. FASTEN TO ANGLE FRAMING @ 40.,GRID MAX AND PANEL ENDS MAXIMUM 4' -SO" OVER 2'-4': PROVIDE DIAGONAL 12x2x1/4 BRACES BETWEEN POSTS 00x1/4 POSTS (3-TYP) ANGLE, CURVE TO MATCH RESERVOIR ROOF 3'x4'HATCH OPENING 3/16 9EvONO) r _--------TSHE�P�TE, —_T INTERSECTING ANGLE, COPE TOPFLANGE AS REQUIRED ROOF DOME "x6"xo POST BASE ATE, CURVE TO MATCH ROOF SLOPE HATCH LANDING SECTION Viz\ S(ALE: 31 INSIDE OFSINSIDEFACE BAC OF SHELL OFSHEFA Icip, UDE) P.KGOUGE) T EXPANDED METAL GRATING PER CJ GENERAL NOTES FASTEN ANGLE FRAMING Os. G ACGRID MAX END PANEL ENDS GRATING 2' 4" O.C. TO BE PROVIDED IN MINIMUM (4) THICKNESS <3/M" THICKNESS > YB" MAX APPROXIMATELY RECTANGULAR FOAMING PANEL SEC TIONS TO METCH DETAIL NOTE: FRAMING ANGLES LANDING FMMING m,P) BASE METAL FOR ALL THOEPREHEATEDTO FROM THE 1 OF WITHINA DISTAWHEN THE OF FOUR TIMTHE PLATE THICKNESS FROM lHE LOCATION OF THE WELD WHEN THE BASE METAL TEMPEMTDRE I$ BELOW 32°F SHELL BUTT JOINTS �1 SCALE HIS S-4 L3x3x1/4 POSTS TYR, ]'-O'• 2"CLE AROUND) 14 UxpI HATCH COLLAR ------------ 3'-O" HATCH OPENING SEAL A DUE,/4FRVE TO �� WELp 1/4 ANGLE, CURVE TO �� MATCH RESERVOIR / 4'. D"�—{ pETpIL NOTE SHELL I4_ ROOF JOINl5 MAY BE eU1T — — — — — --- oa LAv wELD6o. LAP wELO -A SUE,, CURVE TO SHOWN FOR OETAIL.ALL ANGLE, CURVE TO WELDS TO BE SEAL WELDED ]'-O" MATCH RESERVOIR HATCH LANDING PLAN a FOOF ROOF JOINT DETAIL s SCALE: 3/4•.1•-D" S.4 - SCALE: NFS ROOFPLATE L[3/4"N4" CONT STEEL P TOEBOARD, 114 CUR CONTINUOUS OF WALKING SURFACE R1/4"x6'0 POST /4 ROOF PLATE MASE, CURVTO ANGLE E SL ANGLE MATCH ROOF SLOPE TYPICAL GUARDRAIL DETAIL 3, SCALE: 1 1/2"-l' R' S-4,) v4 r3. 3/4' 8 DIRECTION 6"s,QR pF mnD 2" 4" R1/2"x6'x6"BAN PLAN VIEW PLATE TIE -OFF ANCHOR DETAIL /� - SCALE NTS S� NOTICEa 6 �4 w, LENAOMN ` SOUTH HILLS nlUrrayLSnl�rth / , 4TH LEVEL NOT MEASURE IEEL .I, J Ir RESERVOIR MOTTO�ETHEN FSPR SET PSE vLl EULw sI nLc°IUMI woln¢Rs RESERVOIR STRUCTURAL DETAILS I S-7 37 Of 61 q. 2"0 HOLE CENTERED t314' ANCHOR UP ryP 1/4 Rl/2"x6"x6" BASE PLATE 4.. L T 85/16" ROOF 12 3/16 FAL PLAT 6" SIDE VIEW DIRECTION OF LOM v4 r3. 3/4' 8 DIRECTION 6"s,QR pF mnD 2" 4" R1/2"x6'x6"BAN PLAN VIEW PLATE TIE -OFF ANCHOR DETAIL /� - SCALE NTS S� NOTICEa 6 �4 w, LENAOMN ` SOUTH HILLS nlUrrayLSnl�rth / , 4TH LEVEL NOT MEASURE IEEL .I, J Ir RESERVOIR MOTTO�ETHEN FSPR SET PSE vLl EULw sI nLc°IUMI woln¢Rs RESERVOIR STRUCTURAL DETAILS I S-7 37 Of 61 8"NOMINAL CMU WALL PER DET 1, S-9 NERCO PLB 36 1892 DECK - W/ 36/4 WELD PATTERN Nl SUPPORTS AND SIDE LAP CONNECTION W/ PUNCHLOCKII OUTRIGGERS— PER DET 2, SHEET 5-10 C3X5 EDGE— BEAM AT GABLE ENDS FOUNDATION PLAN %� SCALE: 3/B"=1' -O" NORTH 1 5-10 ROOF FRAMING PLAN %z1m SCALE: 3/8"'1'-0" NORTH NQ CE SRV of GNEN LaJ LES FSPR SET I I I I ELL -P1 ExE �£12 8x10 RIDGE BEAM PLANS AND SECTIONS S_g 8 of 65 3 10 15:12 1l 4 5-10 E 5 b s-1[ 1 5-10 ROOF FRAMING PLAN %z1m SCALE: 3/8"'1'-0" NORTH NQ CE SRV of GNEN LaJ LES FSPR SET l ELL -P1 ExE N' -1.1D .LI/ROOF TAX CONN PER 1 EEG PER OFT 8 saa _ SECTION %nom SCALE: 3/e"=1'-0" SECTION (1 SCALE: 3/B"=1'-0" DECK PER THIS SHEET MINALEULLY TED CMU WALL PER , SHEET 5-9 NOMINAL FULLY TOUTED CMU WALL PER S 1, SHEET 5-9 ] / 0�� SOUTH HILLS murraysmith` � o 4TH LEVEL RESERVOIR PSE PF1FR90X51ALL9AAN. RIBIEEAA FSPR SET l TELEMETRY BUILDING PLANS AND SECTIONS S_g 8 of 65 VERTICAL REINFORCING PER SCHEDULE HORIZONTAL REINFORCING PER SCHEDULE, AND AT EDGES 'ONO BEAM PER OETe INSTALL REINFORCING AT -� SIDES OF OPENINGS FULL (� SOLID GROUT LINTELS SOIDET OF BOND BEAMS AT OPENINGS PER WALLP PER DUe OF WDLL PER DET p F / DE 2 VERTICAL REINFORCING PER SCHEDULE HORIZONTAL REINFORCING PER SCHEDULE, AND AT EDGES 'ONO BEAM PER OETe INSTALL REINFORCING AT -� SIDES OF OPENINGS FULL WALL HEIGHT PER DETe INSTALL ASRIONAL NORTH WALL BOND BEAMS AT (2) #4 AT 8" O.C. BOTTOM OF OPENINGS #S AT 32" O.C. (2) #4 AT 32" O.C. CMU NOTES: 45 AT 32" O.C. (2) #4 AT 32" O.C. 1, SOLID GROUT ALL CELLS #5 AT 32' O.C. (2)#4 AT 32" O.C. 2. HOOK ALL REINFORCING THAT CANNOT BE EXTENDED. 3. TYPICAL REINFORCING IS SHOWN. REFER TO DETAILS FOR SPECIFIC OR ADORIONAL REINFORCING 4. IAP ALL REINFORCING A MINIMUM OF 48 MR UTAME ERS TYPICAL CMU WALL SECTION %- NOT TO SCALE S`_8 CMU REINFORCING SCHEDULE NOTICE SVRV IGN LEH/VNV Tl INTO NO' NOT MEAIURE I- N--N-FL I- NI-ONG C"ECRFo EXTEND LINTEL AND BOND BEAM REINFORCING 48Uy PAST WALL OPENINGS OR PROVIDE STANDARD HOOK AROUND VERTICAL REINFORCING BEYOND OPENING BOND BEAM AT BOTTOM OF WALL TYP HOOKED DOW ELS TO MATCH VERTICAL WALL REINFORCING S12E & SPACING, ONO HORIZONTAL HOOK SPLICE LENGTH 2H" VON murraysmilh*" > TYP CMU LINTEL DETAIL SCALE: 1--1'-0' S`_S REINFORCING PER SCHEDULE BOND BEAM UNIT REINFORCING PER SCHEDULE BOND BEAM DETAIL 9\ SCALE: 1"=1'-0' SOUTH HILLS 4TH LEVEL RESERVOIR T80- NOOKS PER SCHEDULE JAMB OR END OF WALL DETAIL SCALE: 1,=1'-0" BOND BEAM REINFORCING PER BTL 4, THIS SHEET (2) #5 VERTICAL REINFORCING ATCORNERS VERTICAL REINFORCING PER SCHEDULE B (2) k4 CORNER BARS x��$ IF AT BOND BEAMS CMU WALL CORNER DETAIL �1 SCALE: I"=1' -O" _ VERTICAL REINFORCING HORIZONTAL REINFORCING NORTH WALL #5 AT 8. O.C. (2) #4 AT 8" O.C. EAST WALL #S AT 32" O.C. (2) #4 AT 32" O.C. SOUTH WALL 45 AT 32" O.C. (2) #4 AT 32" O.C. WESTWALL #5 AT 32' O.C. (2)#4 AT 32" O.C. CMU REINFORCING SCHEDULE NOTICE SVRV IGN LEH/VNV Tl INTO NO' NOT MEAIURE I- N--N-FL I- NI-ONG C"ECRFo EXTEND LINTEL AND BOND BEAM REINFORCING 48Uy PAST WALL OPENINGS OR PROVIDE STANDARD HOOK AROUND VERTICAL REINFORCING BEYOND OPENING BOND BEAM AT BOTTOM OF WALL TYP HOOKED DOW ELS TO MATCH VERTICAL WALL REINFORCING S12E & SPACING, ONO HORIZONTAL HOOK SPLICE LENGTH 2H" VON murraysmilh*" > TYP CMU LINTEL DETAIL SCALE: 1--1'-0' S`_S REINFORCING PER SCHEDULE BOND BEAM UNIT REINFORCING PER SCHEDULE BOND BEAM DETAIL 9\ SCALE: 1"=1'-0' SOUTH HILLS 4TH LEVEL RESERVOIR T80- NOOKS PER SCHEDULE JAMB OR END OF WALL DETAIL SCALE: 1,=1'-0" BOND BEAM REINFORCING PER BTL 4, THIS SHEET (2) #5 VERTICAL REINFORCING ATCORNERS VERTICAL REINFORCING PER SCHEDULE B (2) k4 CORNER BARS x��$ IF AT BOND BEAMS CMU WALL CORNER DETAIL �1 SCALE: I"=1' -O" _ TELEMETRY BUILDING CMU DETAILS 1 S-9 39 d 65 PSE PERMNSfnuCI m RNIx¢us FSPR SET .;zs,,,, TELEMETRY BUILDING CMU DETAILS 1 S-9 39 d 65 ASSEMBLY PER METAL ROOF ASSEMBLY PER ARCH NP ARCH SHEET$ Sry�ETG METAL ROOF RIDGE CAP PER METAL ROOF RIDGE CAP PER .. t W18 1 .18 5/n Wx4.5"EMBED MEN HD ANCHOR ASSEMBLY PER ^� ARCH SHEETS ASSEMBLYVER 12 ARCHSH SETS u W/ MIN 4-13/16" EDGE DISTANCE / \ ARCH SXEEfS H AND 8" SPACING (INSTALL PER HER ARCH SHEETS 5 f METAL G PER REQ) FRAMING PIAN ROOF F HEFT S DET 2, SHEET 58 - / 1/9" BENT R 413/16" a / 3/8" THICK x l" WIDE # / CONI TOP PLATE „ # 12. # / \" MI / 13/16" 413/16- # 5/8"0x4"EMBED 5/8'0 ` k MAX NELSON SND @MAX -- 2 2 0, 1/4" BE W R O.0 W EIDER TO 4 13/16" TOP PLATE NP C3x50UTRIGGER BLOCKOUTCMU W8x10 RIDGE BEAM 3/16 4-18" FOR BEAM SEAT #10 METAL 3/16 P BEAM AND TOP PSATE 3/36 SCREWE 0IT CMU WALL PE0. DET 3, THIS 3/16 � oc SOFFIT PER .1-3/8 L7-3/8 18 GA BENT ARCH i1R'xll"x013/16" BEAM SEAM SEAT PLATE e` PER ARCH SHEETS SHEETS o PER DET ], THIS SHEET (2) 5/8" 4-EMOEp� DETAIL %1� DETAIL DETAIL 3 O ANCHD, ANCHO WELDED B SCALE 1/2"=1'-0" S_$. SCALE: 11/2"=1'-0" S_$ SCALE: 3'=1'-0" S_$ TOB SEAT o METAL ROOF METAL ,A -• ASSEMBLY PER PECK PER CMU WALL W1THT.+' m ARCHSXEETS PLAN N10 METAL BCREWB ETAL UECK REINF PER SHIFT 5.9 2„ @MAXi2"e.o METAL ROOF PER PUN FULLYGROUTED P - MIN C3x5 WITH ASSEMBLY PER CONNECTION TO ARCH SH EST METAL _ T RIDGE BEAM PER 2 ECREWS -IX10 p DETAIL 9, THIS SHEE MA%12b� DETAIL a .3x5INH OONNECTIONTO CMU WALL OUTRIGGER PER BEYOND 2 #lO ME-FAL O - ---- ----- O DETAIL IO, THIS 12" o.c TO EDGE 3/8" THICK x ]' ---- ---- SHEET #S. 1-0 SPACING CHANNEL WIDE CONT. TOP TO MATCH VERTICAL SEAT ASSEMBLY VER ____- ---- iBGA BENT SHAPE PLATE (2)H10 METAL WALL REINFORCING N DET 4, THIS SNEEf PER ARCH SHEETS @ 12" o.c TO 2'-6•• Mq% EDGE CHANNEL COPED WBx10 CMU WALL ----- --- -- 10 GA BENT SHAPE CMU WALL RIDGE GROUT2 p0 PER ARCH SHEETS m GROUT SOFFR PER #4 @ 12" O.C. E.W. 3 ARCH SHEETS 3x5 SOFFR PER CENTERED IN SLAB OUTRIGGER ARCH SHEETS /8"0x4,5" W/ PLATE LAT - EMBED 2" CUC PER DET 2, ANCHOREN p THIS SHEET FINISH GRADE DETAIL 51 DETAIL �1 a _ 5C4LE 11/2"=1'-0" S$ ° a a J SCALE: 11/2"=1'-0" S_$ METAL DECKING PER q 1/P' THICK PLATE ,T " \ ROOF FRAMING PIAN METAL DECKING PER ROOF FRAMING PLAN �\ \\ CLR. °Q ", n _ C3x5 OUTRIGGE DET 3, SHEET 58 (ROOF DET 2, SHEET SB (ROOF °/ ° .413/16" ASSEMBLY ASS MBLY NOT SHOWN 0, ° a FOR CLARIN 11/2" CZAR MlN MAXI 11 2' DIA. A 25 / H jj rz" DIA A325 THROUGH BOLT • 95' 1-0 34" THROEDGEBCHANNELFOR _ _ M M1P o 2. 2x1 / AV C3x5 EDGE CHANNEL #5 x A @ 12" 0 BY1xl/40NG1CNIF BY 1 I LONG CLIP (CONTINUOUS) 3"CLR. 1-2 1/9 EA SIDE OF BEAM EA SIDE OF RIDGE EA. SIDE OF 2' O (DISCONTINUOUS), OUTRIGGER (2) #4 BARS COPED W8%30 COPE TGP FLANGE @ 18 GA BENT AT BOTTOM 0 RIDGE BEAM RIDGE COPED C3x5 SHAPE PER 1'-6" 1'-4" P STO 11/16" OIRNGGER lBAK BEE ARCH SHEETS ANCHOR HALE I}" ----- J sHpvE PER ARCH SHEETS PSE 11/2" --------' —SOFFIT PER DETAIL �s1 SOFFIT PER ARCH SHEETS P 11/2" gRCH SHEETS scALE t-uz°_y'-a" S_g PRLmm�smllmuMLBeaI¢us ^ DETAIL �� DETAIL_ DETAIL o SCALE: 3"=1'-0" SCALE: 3"=I' -D" scRLE r-1 -D" FSPR SET"� °1p en 9° Ol m �� eeT NOTICE - SRV °��' LES •'' ' SOUTH HILLS 4TH LEVEL TELEMETRY BUILDING SIO STRUCTURAL DETAILS ETt �ay�,.p% murraysm�rth` RESERVOIR N c _ ,�;;+,y.�x,.xW,..o..o K to.aDATEBY Dirosim l— 1311/23 FxOIeCT rvo.' 40 of 65 REVISION CAP, 9 MIN, SPACING APPROX 9' OC, 12' FROM RES CENTER, SEE DET 2, SMT M-5 I -36" DIA HINGED SIDE ACCESS MANWAY, TYP OF 2, SEE STRUCT SETS INSTALL (4) 5" DIA CATHODIC PROTECTION HANDHOLES @ 11' RAID FROM CENTER, W/ 6" DIA COVER PLATES, SEE NOTE 8 INSTALL (4) PAINTER'S LUGS 6 FROM CENTER OF RES, SEE STRUCTURAL SETS 0.46 MG WELDED STL RES, DIA -50' \`\ 30" DIA EXHAUST MM `\ \\ W/FLANGED COVER IS HANDLES DIA RES TOP OF ROOF EL -L57.71 TOP OF RES SHELL EL=1152.25 ANCHORS AND CHAIRS, ...... EQUALLY SPACED, SEE (� STRUCT SETS NORMAL H.I EL -114].0 % PE0.SH OA REQS, SEE 5 DEf 1, SHT M-9 AND STRUCT SIFTS ANK CENTER CROWN EL -1116.0 SLP-2Ya SLP_2h 3'-0".4.4) - ROOF__) •.. _ _..-__•.__ •- BOTH SIDES, SEE NOTE ] .... S" DIA DRAIN, HATCH W/ 1.HNDRL 1, SEE STRUCTURAL SHEETS FOR RESERVOIR SIRUCTRAL DESIGN. LADDER AND FALL 36" DIA HINGED SIDE SEE DET 1, SHT M-2 ACCESS MANWAY, TYP SYSTEM, SEE DPT OF 2, SEE STRUCT ]. SHT M-4 12' DIA RES MW - FOLLOWED BY A STRIPE COAT AND A FINISH COAT OF 100% DRAIN/OVERFLOW' HIGNE D / murraysmth �. SEE DET 1, SHT M • EXTERIOR COATING SMALL BE ZINC -RICH URETHANE POTHER, S OXY INTERMEDIATE COAT, AND A FINISH COAT OF PoLYCARMNIDE TOR HIGH-QUALITY URETHANE), 3. ALL ACCESS HOLES AND BOLT HOLES SHALL BE CU (DRILLED PRIOR TO TANK COATING, ALL ROUGH EDGES SHALL BE GROUND SMOOTH. 4. ALL WELDS SHALL BE SEAL WELDED PER SPECIFICATIONS. 5. ROOF VENT SHALL BE 24" DIAMETER AT THE BASE WITH A 54' DIAMETER ALUMINUM COVER, AND SHALL INCLUDE PRESSURE AND VACUUM RELIEF AND ALL OTHER ITEMS AS SPECIFIED IN SECTION \ -r- A57 AS MANUFACTURED BY ADVANCE TANK AND CONSTRUCTION, OR APPROVED EQUAL, WITH FINER MESH SUBSFIMION, VENT SHALL INCLUDE A NO. 24 SCREEN MESH AND SHALL MEET ALL OTHER OREGON HEALTH AUTHORLY REQUIREMENTS, INSTALL STL ANGLE 6. RESERVOIR SHALL INCLUDE LADDER INTRUSION SWITCH, HATCH ON SHROUD A F 16" DIA INLEI/OUTLET, SHEETS. 1~ SEE DET 2, SHT M-2 SHALL INCLUDE THE FOLLOWING: /-6' MIN FA DNR • MINIMUM FIVE (5) STEELANGLE TREADS AT 10" ON CENTER, SEE NOTE 9 ANGLES SHALL BE e• THICK, 4" HORIZONTAL LEG, WITH A COPED VERTICAL LEG LENGTH AS REQUIRED TO WELD TO THE RESERVOIR ROOF. ANGLES SHALL BE WELDED FULL LENGTH TOP -4"/1' WELDED TO THE ANGLE TO SEAL THE AREA FROM TRAPPING BERMS AND MOISTURE. T- • HANDRAIL SHALL BE CONSTRUCTED PER OSHA REQUIREMENTS, -EXFERIOR UIODER HUNT 4 1' SENSING LINE, a\ \ BY FABRICATOR (COPED TO MEET POSTS), ANN 2' NOMINAL DIAMETER POSTS AT SEE DET 2, SHT M -Z •'\ \ \ • ALL HANDRAIL COMPONENTS SHALL BE ROLLED TO MATCH DOME k ROOF RADIUS. ALL POSTS SHALL BE COPED ON THE BOTTOM \ FOR VERTICAL PLUMB INSTALLATION. FALL PREVENTION a .oN -12'DIA HDPE r3. P a CATHODIC PROTECTION (CP) HANOHOLE$ WITH 6" COVER PLATES AT 11' MONS FROM CENTER OF TANK FOR CP SYSTEM. CONE, SEE DET 1, SM CONTRACTOR SHALL DESIGN, FURNISH, AND INSTALL ALL WATER QUALITY SAMPLING COMPONENTS OF THE CP SYSTEM, INCLUDING HANOHOLES, N AL CABINET, SEE DET 1, SHT M-5 �g -MIN R TALL LOCKABLE DIRECTLY HIRE AND COORDINATE WITH CP SUPPLIER DURING CLIMB PREVENTION CONSTRUCTION FOR INSTALLATION FOLLOWING COMPLETION OF 1 P INFORMATION IN THE SPECIFICATIONS FOR CP COMPONENT DESIGN ` ANDDETAILS USED AS THE BASIS FOR BIDDING. CP DESIGN WAS EXT LADDER W/ FALL PREVENTION COMPLETED BY CORRPRO WATERWORKS(CONTACT: JUAN MENDOZA, v0 T SYSTEM, CLIMB PREVENTION INSTALLATION COMRACTOR SHALL BE CORRPRO WATERWORKS, OR CON"MCDOR WATERWORKS, SHIELD, LADDER CAGE & SHROUD, APPROVED EQVAL IF A DIFFERENT CP CONTRACTOR IS USED, THE BID PRICE SHALL INCLUDE BULL DESIGN OF THE SYSTEM FOR FLARE, OPENING AT ROOF AND SUBMITTAL AND APPROVAL DURING CONSTRUCTION. SEE DETS, CIVIL V 3 HANDRAILS, SEE BETS, SHT M-4 FABRICATOR AND SUBMITTED FOR APPROVAL DURING I -36" DIA HINGED SIDE ACCESS MANWAY, TYP OF 2, SEE STRUCT SETS INSTALL (4) 5" DIA CATHODIC PROTECTION HANDHOLES @ 11' RAID FROM CENTER, W/ 6" DIA COVER PLATES, SEE NOTE 8 INSTALL (4) PAINTER'S LUGS 6 FROM CENTER OF RES, SEE STRUCTURAL SETS 0.46 MG WELDED STL RES, DIA -50' \`\ 30" DIA EXHAUST MM `\ \\ W/FLANGED COVER IS HANDLES DIA RES TOP OF ROOF EL -L57.71 TOP OF RES SHELL EL=1152.25 ANCHORS AND CHAIRS, ...... EQUALLY SPACED, SEE (� STRUCT SETS NORMAL H.I EL -114].0 % PE0.SH OA REQS, SEE 5 DEf 1, SHT M-9 AND STRUCT SIFTS ANK CENTER CROWN EL -1116.0 SLP-2Ya SLP_2h 3'-0".4.4) - ROOF__) •.. _ _..-__•.__ •- BOTH SIDES, SEE NOTE ] .... ••• HATCH W/ 1.HNDRL 1, SEE STRUCTURAL SHEETS FOR RESERVOIR SIRUCTRAL DESIGN. LADDER AND FALL 36" DIA HINGED SIDE PREVENTION ACCESS MANWAY, TYP SYSTEM, SEE DPT OF 2, SEE STRUCT ]. SHT M-4 SETS RESERVOIR PLAN SCALE: l/B'-I'-D" RESERVOIR ELEVATION SCALE: 1/8"=1'-0" NOTICE MX 1, SEE STRUCTURAL SHEETS FOR RESERVOIR SIRUCTRAL DESIGN. DE EO W ATTACHMENTS AND APPURTENANCES, SHALL BE SURFACE PREPARED A COATING SYSTEMS SMALL BE AS FOLLOWS: MW - FOLLOWED BY A STRIPE COAT AND A FINISH COAT OF 100% HIGNE D murraysmth �. O. oF� • EXTERIOR COATING SMALL BE ZINC -RICH URETHANE POTHER, SOUTH HILLS 4TH LEVEL RESERVOIR RESERVOIR FLOOR PLAN AND ELEVATION M-1 41 eT 65 NOTES' 1, SEE STRUCTURAL SHEETS FOR RESERVOIR SIRUCTRAL DESIGN. 2. RESERVOIR INTERIOR AND EXTERIOR, INCW DING ALL ATTACHMENTS AND APPURTENANCES, SHALL BE SURFACE PREPARED AND COATED PER DIVISION O9 TECHNICAL SPECIFICATIONS. COATING SYSTEMS SMALL BE AS FOLLOWS: • IMERI OR COATING SHALL BE ZINC -RICH URETHANE PRIM OR FOLLOWED BY A STRIPE COAT AND A FINISH COAT OF 100% SOLIDS EPDXY. ALL INTERIOR COATINGS AND OTHER ITEMS SHALL BE CERTIFIED FOR COMPLIANCE WITH NSE -61 REQUIREMENTS. • EXTERIOR COATING SMALL BE ZINC -RICH URETHANE POTHER, S OXY INTERMEDIATE COAT, AND A FINISH COAT OF PoLYCARMNIDE TOR HIGH-QUALITY URETHANE), 3. ALL ACCESS HOLES AND BOLT HOLES SHALL BE CU (DRILLED PRIOR TO TANK COATING, ALL ROUGH EDGES SHALL BE GROUND SMOOTH. 4. ALL WELDS SHALL BE SEAL WELDED PER SPECIFICATIONS. 5. ROOF VENT SHALL BE 24" DIAMETER AT THE BASE WITH A 54' DIAMETER ALUMINUM COVER, AND SHALL INCLUDE PRESSURE AND VACUUM RELIEF AND ALL OTHER ITEMS AS SPECIFIED IN SECTION 33 1613.13 PART 2.2. VENT SHALL BE MODEL #503 ALUMINUM 24 A57 AS MANUFACTURED BY ADVANCE TANK AND CONSTRUCTION, OR APPROVED EQUAL, WITH FINER MESH SUBSFIMION, VENT SHALL INCLUDE A NO. 24 SCREEN MESH AND SHALL MEET ALL OTHER OREGON HEALTH AUTHORLY REQUIREMENTS, INSTALL STL ANGLE 6. RESERVOIR SHALL INCLUDE LADDER INTRUSION SWITCH, HATCH ON SHROUD A INTRUSION SWITCH, AND MOTION DETECTOR. SEE ELECTRICAL INSTALL MOTION SHEETS. DETECTOR ], CONSTRUCTION OF THE WALKWAY EXTENSION TO CENTER VENT SHALL INCLUDE THE FOLLOWING: /-6' MIN FA DNR • MINIMUM FIVE (5) STEELANGLE TREADS AT 10" ON CENTER, SEE NOTE 9 ANGLES SHALL BE e• THICK, 4" HORIZONTAL LEG, WITH A COPED VERTICAL LEG LENGTH AS REQUIRED TO WELD TO THE RESERVOIR ROOF. ANGLES SHALL BE WELDED FULL LENGTH TOP AND BOTTOM, AND SHALL INCLUDE AN END CAP ON BOTH SIDES WELDED TO THE ANGLE TO SEAL THE AREA FROM TRAPPING BERMS AND MOISTURE. • HANDRAIL SHALL BE CONSTRUCTED PER OSHA REQUIREMENTS, -EXFERIOR UIODER HUNT MINIMUM 3'-6"TALL WITH $'x A' TOE GUARD, 2"NOMINAL BAR CAGE AN D SHROUD, DIAMETER TOP PAIL, 2" NOMINAL DIAMETER MIDDLE RAIL BY FABRICATOR (COPED TO MEET POSTS), ANN 2' NOMINAL DIAMETER POSTS AT 6' ON CENTER MAXIMUM SPACING. • ALL HANDRAIL COMPONENTS SHALL BE ROLLED TO MATCH DOME -LADDERS SHALL ROOF RADIUS. ALL POSTS SHALL BE COPED ON THE BOTTOM INCLUDE CABLE -STYLE FOR VERTICAL PLUMB INSTALLATION. FALL PREVENTION • NON-SKID SURFACING FOR ALL AREAS WITHIN THE NEW HANDRAIL PER THE SPECIFICATIONS. -12'DIA HDPE O. CONRACTOR SHALL INSTALL FOUR 5" DIAMETER RESERVOIR OVERFLOW B HOPE CATHODIC PROTECTION (CP) HANOHOLE$ WITH 6" COVER PLATES AT 11' MONS FROM CENTER OF TANK FOR CP SYSTEM. CONE, SEE DET 1, SM CONTRACTOR SHALL DESIGN, FURNISH, AND INSTALL ALL M-2 &DET 4, SHT M-5 COMPONENTS OF THE CP SYSTEM, INCLUDING HANOHOLES, ANODES, RECTIFIER, AND SUPPORTS AND CONNECTION POINTS FOR CONTROL WIRING RUNS TO RESERVOIR ROOF. THE RECIIFIER SHALL BE INSTALLED IN THE TELEMETRY BWLDING. CONTRACTOR SHALL -MIN R TALL LOCKABLE DIRECTLY HIRE AND COORDINATE WITH CP SUPPLIER DURING CLIMB PREVENTION CONSTRUCTION FOR INSTALLATION FOLLOWING COMPLETION OF SHIELD, SEE NOTE 9 APPROVED COATING OF THE RESERVOIR. SEE SUPPLEMENTARY INFORMATION IN THE SPECIFICATIONS FOR CP COMPONENT DESIGN ANDDETAILS USED AS THE BASIS FOR BIDDING. CP DESIGN WAS _ COMPLETED BY CORRPRO WATERWORKS(CONTACT: JUAN MENDOZA, v0 PHONE *602-269-7641, L3MENDO2AMAEGO CP INSTALLATION COMRACTOR SHALL BE CORRPRO WATERWORKS, OR CON"MCDOR WATERWORKS, APPROVED EQVAL IF A DIFFERENT CP CONTRACTOR IS USED, THE BID PRICE SHALL INCLUDE BULL DESIGN OF THE SYSTEM FOR `DINGWALL FDN, SUBMITTAL AND APPROVAL DURING CONSTRUCTION. SEE DETS, CIVIL 9, CUMB PREVENTION SHIELD AND FLAT BAR LADDER CAGE AND AND STRUCT SHTS SHROUD FOR EXTERIOR LADDER SMALL BE DETAILED BY TANK FABRICATOR AND SUBMITTED FOR APPROVAL DURING CONSTRUCTION. SHROUD SMALL BE BULL HEIGHT. AND CONSTRUCTED FROM MINIMUM $' THICK STEEL, IN SECTIONS AND CONNECTED TO TANK SHELL AND/OR FADDER CAGE AS DETERMINED BY FABRICATOR 10. HANDRAILS, (ADDERS AND APPURTENANCES SHALL BE A36 STEEL AND PAINTED PER SPECIFICATIONS. 11. ALL HARDWARE INSIDE RESERVOIR SHALL BE TYPE 316 STAINLESS STEEL WITH DIELECTRIC ISOLATION KITS. ALL HARDWARE ON RESERVOIR EXTERIOR SHALL BE SHARE A307 GALVANIZED STEEL. FSPR SET RESERVOIR FLOOR PLAN AND ELEVATION M-1 41 eT 65 IE -1130.38 ' �L_ FR X12 "OVERFLOW MIN 12 IiF +III 12"MIN, TYP TVP 8'-4" MIN 12" OVERFLOW AND 8" DRAIN ENTRANCE PLAN SCALE: 3/8"=1'-0" M-1 HOPE CONE AND BAFFLE, SEE OUT SHE M-5 FOOTING (ABOVE) 71 RES WALL (ABOVE) 12"MIN, TYP a ]2 MIN T'P 1 1 8 ll' MIN 1" 16" INLET/OUTLET ENTRANCE PLAN �1 TOP OF FTG EL=1115.38 FG EL=1114.88 - OVERFLOW' . EL=1146.0 4 TOP OF TANK FLR EL=1115.50 m OVERFLOWPIPv v v IIIIL SEEICT3,SUPPORT,4" 1" SENSING LINE D BHT DET 3. SCALE: 3/8'=1'-O" BHT M-5 12" DIA HDPE DR lJ OVERFLOW PIPE, SEE NOTE 12y„ 3, 0„ REMOVABLE SR CONE FOR DRAIN Y4.- SILT STOP INSTALL CPLG AT )+" EL=1116.68 TOP OF FTG EL=1115.38 FG EL=1114.88 TOP DF TOP OF FTG EL=1115.38 TANK FLR EL -111550 FG EL=1114.88 6 TOP OF TANK FLR 14 EL -1115.50 IIS- N Q �< 6 16 1-15' MI� - 3 IE=1110.55 -~-8" Dl a 1 1 12 ..y���LJJjJL�-,{IJITIV'I8 / 12- BE 1 ]z 11 12" MIN CUE, l0 3 TYP ALL SIDES NDTES: 1. TRIM TOP OF DRAIN LINE FLUSH WITH FLOOR FOLLOWING DRAIN SECTION FLOOR. 12" OVERFLOW SECTION A SCALE: 3/8"=1'-0" SCALE : 3/8"=1'-0" - NOTICE R�AAWNDe ED IF THIS MR RoES th TH, � C Eo murraysmr SHEET NOTES: CONC PIPE BLOCK, 1. ALL EXPOSED AND BURIED STEEL PIPING AND SUPPORTS WITHIN AND SEE DE -ES, SITE 5-6 UNDER RESERVOIR SHALL BE PALM LINED AND COATED UNLESS 16" INLET/°U IRT OTHERWISE NOTED, SEE SPECIFICATIONS. PIPE 2. PROVIDE INSULATED MNGED JOINTS BETWEEN DISSIMILAR PIPE MATERIALS, SEE SPECIFICATIONS. 3. ALL STEEL PIPING SHALL BE PRIMED AND PAINTED. WELDING. DRILLING, C WIL7NOO NOF PIPE SECTIONS, O0. WELDING OF APPURTENANCES TO PIPE WILL T BE ALLOWED FOLLOWING PAINTING. 4. BOTTOM PLATE COLLAR PLATE THICKNESS SHALL MATCH RESERVOIR p BOTTOM PLATE THICKNESS. S. ALL MISCELLANEOUS STEEL APPURTENANCES SHALL BE GRADE A35 SENSING LINE 141 UNLESS OTHERWISE NOTED. 4" 6. SEAL WELD ALL WELDED CONNECTIONS. FURNISH AND INSTALL 25 J. ALL SITE WATER AND DRAINAGE PIPING SHALL BE RESTRAINED. NEOPRENE .UROMETER, 3" PADDING 8. RESERVOIR ANCHORS NOT SHOWN IN PLAN VIEWS FOR CIARTTY. NEOPRENE PADDING WRAPPED AROUND ALL 9. PROVIDE POLYETHYLENE ENCASEMENT AND 3/8- PEA GRAVEL BEDDING PIPES IN PIPE BLOCK AND PIPE ZONE BACKFILL FROM OUTSIDE FACE OF PIPE BLOCKS THROUGH UNDER RES FLK PLATE, FLEXIBLE EXPANSION JOINT5. TWOLAYERS OF ITEM G231 BY RUB/UEX, OR 10. REPAIR STEEL PIPE LINING (INTERIOR COATING) AFTER WELDING TO APPVD EQ RESERVOIR FLOOR DOUBLER PLATES. PIPE FLEXIBILITY 3 SI. FDR DOUBLER PLATE DIMENSIONS, SEE STRUCTURAL SHEETS. SCALE: 3/B•=1' -D^ 12. ALL 12" DR 17 HDPE OVERFLOW PIPE JOINTS ABOVE BOTTOM COUPLING SHALL BE RANGED CONNECTIONS WITH 316 STAINLESS STEEL BACKING RINGS AND HARDWARE. IE=1110.00 1LET I, SEE CONC PIPE RES FOOTING (ABOVE) __ye OFFS, SEE DE, SHT$-6 RES WALL (ABOVE) SCALE: 3/6'-1'-0" e B"DRAIN e� I B 12" DOUBLE BALL, FLEX EXP IT, FLGxM3, ID 12"v8" DI TEE, FLGXM3 18 16" EN, HUG, INCIADING VALVE BOX AND LID, 2'-e / CONC PIPE BLOCK, 13 / SEE RETS, SHE 5-6 �— 4 D" --- 1 20 16" DI 90° BEND, FLG 12" DI L AS REQ ' �L_ FR X12 "OVERFLOW MIN 12 IiF +III 12"MIN, TYP TVP 8'-4" MIN 12" OVERFLOW AND 8" DRAIN ENTRANCE PLAN SCALE: 3/8"=1'-0" M-1 HOPE CONE AND BAFFLE, SEE OUT SHE M-5 FOOTING (ABOVE) 71 RES WALL (ABOVE) 12"MIN, TYP a ]2 MIN T'P 1 1 8 ll' MIN 1" 16" INLET/OUTLET ENTRANCE PLAN �1 TOP OF FTG EL=1115.38 FG EL=1114.88 - OVERFLOW' . EL=1146.0 4 TOP OF TANK FLR EL=1115.50 m OVERFLOWPIPv v v IIIIL SEEICT3,SUPPORT,4" 1" SENSING LINE D BHT DET 3. SCALE: 3/8'=1'-O" BHT M-5 12" DIA HDPE DR lJ OVERFLOW PIPE, SEE NOTE 12y„ 3, 0„ REMOVABLE SR CONE FOR DRAIN Y4.- SILT STOP INSTALL CPLG AT )+" EL=1116.68 TOP OF FTG EL=1115.38 FG EL=1114.88 TOP DF TOP OF FTG EL=1115.38 TANK FLR EL -111550 FG EL=1114.88 6 TOP OF TANK FLR 14 EL -1115.50 IIS- N Q �< 6 16 1-15' MI� - 3 IE=1110.55 -~-8" Dl a 1 1 12 ..y���LJJjJL�-,{IJITIV'I8 / 12- BE 1 ]z 11 12" MIN CUE, l0 3 TYP ALL SIDES NDTES: 1. TRIM TOP OF DRAIN LINE FLUSH WITH FLOOR FOLLOWING DRAIN SECTION FLOOR. 12" OVERFLOW SECTION A SCALE: 3/8"=1'-0" SCALE : 3/8"=1'-0" - NOTICE R�AAWNDe ED IF THIS MR RoES th TH, � C Eo murraysmr SHEET NOTES: CONC PIPE BLOCK, 1. ALL EXPOSED AND BURIED STEEL PIPING AND SUPPORTS WITHIN AND SEE DE -ES, SITE 5-6 UNDER RESERVOIR SHALL BE PALM LINED AND COATED UNLESS 16" INLET/°U IRT OTHERWISE NOTED, SEE SPECIFICATIONS. PIPE 2. PROVIDE INSULATED MNGED JOINTS BETWEEN DISSIMILAR PIPE MATERIALS, SEE SPECIFICATIONS. 3. ALL STEEL PIPING SHALL BE PRIMED AND PAINTED. WELDING. DRILLING, C WIL7NOO NOF PIPE SECTIONS, O0. WELDING OF APPURTENANCES TO PIPE WILL T BE ALLOWED FOLLOWING PAINTING. 4. BOTTOM PLATE COLLAR PLATE THICKNESS SHALL MATCH RESERVOIR p BOTTOM PLATE THICKNESS. S. ALL MISCELLANEOUS STEEL APPURTENANCES SHALL BE GRADE A35 SENSING LINE 141 UNLESS OTHERWISE NOTED. 4" 6. SEAL WELD ALL WELDED CONNECTIONS. FURNISH AND INSTALL 25 J. ALL SITE WATER AND DRAINAGE PIPING SHALL BE RESTRAINED. NEOPRENE .UROMETER, 3" PADDING 8. RESERVOIR ANCHORS NOT SHOWN IN PLAN VIEWS FOR CIARTTY. NEOPRENE PADDING WRAPPED AROUND ALL 9. PROVIDE POLYETHYLENE ENCASEMENT AND 3/8- PEA GRAVEL BEDDING PIPES IN PIPE BLOCK AND PIPE ZONE BACKFILL FROM OUTSIDE FACE OF PIPE BLOCKS THROUGH UNDER RES FLK PLATE, FLEXIBLE EXPANSION JOINT5. TWOLAYERS OF ITEM G231 BY RUB/UEX, OR 10. REPAIR STEEL PIPE LINING (INTERIOR COATING) AFTER WELDING TO APPVD EQ RESERVOIR FLOOR DOUBLER PLATES. PIPE FLEXIBILITY 3 SI. FDR DOUBLER PLATE DIMENSIONS, SEE STRUCTURAL SHEETS. SCALE: 3/B•=1' -D^ 12. ALL 12" DR 17 HDPE OVERFLOW PIPE JOINTS ABOVE BOTTOM COUPLING SHALL BE RANGED CONNECTIONS WITH 316 STAINLESS STEEL BACKING RINGS AND HARDWARE. IE=1110.00 1LET I, SEE SOUTH HILLS RESERVOIR PIPING DETAILS 4TH LEVEL M-2 RESERVOIR 42 of 65 16" INLET OUTLET SECTION SCALE: 3/6'-1'-0" MATERIAL LIST Ol 12" DOUBLE BALL, FLEX EXP IT, FLGxM3, ID 12"v8" DI TEE, FLGXM3 18 16" EN, HUG, INCIADING VALVE BOX AND LID, 12" EXPANSION, SEE SPECS, & SEE SUIT NOTE 9 11 8" D190° BEND, FLG 19 16" W SPL, EEG, LENGTH AS REQ'D Oz 4" GV, FLG 12 B" DI SPL, FLG 20 16" DI 90° BEND, FLG 12" DI L AS REQ GTH AS FEUD 16 STL SET, FILE, IFOR ® 12" DI SEE SIFT T CE6 FOR CONTINNGTH UATION 8" STSSPLPFLGIPE 22 16" OI SEE SHT C -6E CONTINUATION O DD UNIONSSEISMIC SEE ]S BANG ' FDINCLUDING VALVE BOX ttDIDLGxMJ, 23 16" S 90° BEND, F VALVEBHT G6 FOR CONTINUATION 24 1" SCE 80 SST, THRD, IN/ DIELECTRIC ISOLATION 16 FLANGE ISOLATION IT SIZE AS READ, © 12" STE. SPL, FLGNPE SEE INSUL FLG DET 2, SILT C-16 25 4" STT BUND EEG 1" THRD TAP O 12" FLEX CPLG, W/ PIPE STOP 1J 16" DOUBLE BALL FLEX EXP IT, 26 4" STT SEL, FUG FLGxM3, 16' A95ION,SEESPECS, FSPR SET O 12"D190°BEND, FLG &SEESHTNOTE 2J 4„DI SPL, R. O4” DI BLIND FLG BY 1" THRD TAP 28 4^ Of 90° BEND, FLG SOUTH HILLS RESERVOIR PIPING DETAILS 4TH LEVEL M-2 RESERVOIR 42 of 65 i (2) % DIA SST BOLT•. NUTS & WASHERS, LENGTH AS REQ'D EA END, W/ DIELECTRIC ISOLATION KITS, SEE NOTE 2, THIS SHT (2)2" WIDE 4-THK PL COVER STRAP, SEE NOTE 3, THIS SHT 1" TEN NEOPRENE PAD AROUND ENTIRE PIPE UNDER STRAP, SEE NOTE 9, THIS SHT DOUBLE NUT & WASHERS, TYP ELEVATION 6% 6" PIPE MDIUS 0 III e"NEOPRENE N Illfff DIA, TYP STRAP PLAN PIPE SUPPORT ASSEMBLY DETAIL SCALE: HIS 5'a 1E -1118.3Y 2% NOTICE 2 SCALE. 3"=1'-0" EEG ITS, LOCATION 6"INLET FILLING PER MIXING SYSTEM PLGN B CH W,TYP .-ARNW o..O .s -AIS EH.Eo Mu PIPE SADDLE DETAIL 2 SCALE. 3"=1'-0" EEG ITS, LOCATION 6"INLET FILLING PER MIXING SYSTEM DDCKBILL STYLE SUPPLIER CH W,TYP ID• MAX. TYP 12- OUTLET CHKV, TYP RES FLR— ELEVATION FILLING ASSY SHEET NOTES' 1. DO NOT DRILL INTO RESERVOIR FLOOR 2. FINAL DESIGN OF MIXING SYSTEM TO BE SUBMITTED BY CONTRACTOR TO ENGINEER FOR REVIEW AND APPROVAL. 3. ALL PLATES TO BE 1/4" THICK UNLESS OTHERWISE SPECIFIED. ]•DIA 4. ALL STEEL]DINTS SHALL BE SEAL WELDED. IR S. INSTALL PIPE SUPPORT AND ALIGN PIPES PRIOR TO SECURING PIPE STRAPS TO SUPPORTS. 6. ALL STRUCTURAL STEEL FOR SADDLES SHALL BE ASTM A36. PROVIDE DIELECTRIC ISOIAT10N BETWEEN CARBON STEEL SADDLES AND STAINLESS STEEL HARDWARE. 2. ALL BOLTS, NUTS, AND FASTENERS SHALL BE 316 STAINLESS STEEL. LENGTH OF BOLTS AS REQUIRED TO DEVELOP FULL GRIP. PROVIDE WASHERS ON BOLTS TO PROTECT COATINGS ON SUPPORTS AND PIPING. PROVIDE DIELECTRIC ISOLATION (FLANGE ISOLATION KITS) BETWEEN CARBON STEEL SADDLES AND STAINLESS STEEL HARDWARE. S. PIPE SUPPORT ASSEMBLIES SHALL BE SHOP FABRICATED UNLESS OTHERWISE INDI(ATED, ALL HOLES SHALL BE DRILLED 1N SHOP, NOT CUT. 9. PIPE SADDLE SUPPORTS SHALL BE PAINTED AND SHALL BE SEAL WELDED TO FLOOR. LINE SADDLE WITH NEOPRENE PAD ALL THE WAY AROUND THE PIPE. ADHERE PAD TO SADDLE WITH SIKAFTEX lA OR APPROVED EQUAL. 10. PIPE SUPPORT SHALL BE LEVELED SO THAT SUPPORT OF PIPE IS EVEN ACROSS THE FULL WIDTH OF THE SUPPORT. 31. RESERVOIR FLOOR SLOPE 15 2 PERCENT; PIPE SUPPORT SADDLE HEIGHTS VARY TO MAINTAIN INLET PIPE INVERT ELEVATION OF APPROXIMATELY 111&5. 12. PRESSURE TEST BURIED INLET PIPE PRIOR TO CONNECTING HDPE MANIFOLD TO INLET PIPE. 13. PROVIDE STAINLESS STEEL HARDWARE AND BACKING RING AT ALL HDPE FLANGE LOCATIONS FINAL CONFIGURATION BT MIXING SYSTEM SUPPLIER 1Z DIA HOPEtFLG 4' MAX RES SHEL T I, THIS SHT"x12"WELDED PE OR STLFLG caET/OUTLET, SEE CT C, SHT M-2 PLAN INLET OUTLET PIPING MANIFOLD 3 SCALE: NTS M-1 murraysmilh*,l) k PSPT, TYP SEE DET 1, THIS SHT SOUTH HILLS 4TH LEVEL ..«n..nx.o o.,.r..,. ..o RESERVOIR RES SHELL NEAR -SIDE TANK I FILLING ASSY III FSPR SET RESERVOIR INLET MIXING SYSTEM M-3 ._... .__._.... .. 43 of 65 NOEL GRIT 2-%"xB"x H" SPLICE PL, BS, DIA HOLES AS SHOWN, USE FOUR if" UFA x SST ..ITS PER SPLICE, W/ INSULATING SLVS 8 WASHERS ON BOLTS 1 ti i SPLICE e SCALE:NTS OC MAN PER MOUNT, 'Z 0';D EVENLY SPACED STRIP & END CAPS 11A_ CONDUIT MOUNTING BRACKET s INTERIOR LADDER SECTION 3 SCALE NTS SCALE:3/8"-1'-O" M-1 2.. 2" 2. 1" DIA SOLID BAR STOCK - W/ SLIP -RESISTANT FINISH 2" NOMINAL SCHED 40 STE SST BOLTS, PROVIDE SUPPORTTAS(INTERIOa LADDER ONL()Yfx2YK' FB, , BE OF HATCH, VNDERSIOE, &TOP OP LENGTH AS REQT) TOP OF RES DOME ROOF 2"NOMINAL 1. REFER TO STRUCTURAL DRAWINGS GUARD RAIL, INCLUDINGTOEDPRD, ON BOLTS Aq, Q FABRICATE HINGE & INSTALL HOLD Bb X-0" �p 11LL+� r GTOEBD405TPRXILGUARDRAIL, NANDEBOARD, TOPRAI L, NOTE: EASE AND TOPSAIL, MIDRAIL, AND POSTS AT 8' FOR LOCKING HAS SUPPORT TAB (EXT LADDER MIS, 2. INSTALL "CHANNEL -STYLE" ONLY), Y,-.2- FB WELDED MIDRArINCLUD MIDRAIL, AND POSTS AT 8' ON CEMER SHROUD EXTENSION ON CENTER MIN,TOEBOARD AND CONNECTIONS BY TANK HER WHERE REDO GASKETING MATERIAL ON HATCH UP TYPICAL LADDER z MIN,TOFBOp0.0 AND WELDING PER ABOVE AILING NOT WELDING PER STREET SLITS, SEE NOTICE KAU BADRAW Eo DISSIMILAR METALS, AND PROTECT STREET SHTS, SEE $HT M-1 FOR CONT SLIT M-1 F00. CONT SHOWN FOR CLARITY, 'Ye" SST HINGE BOLT, TACK WEED COATINGS IF THIR MR FIRMI 2" NOMINAL SCHED 90 STT . $"x2-Yi" FLAT BAR, 2 SEE SET M-1 CHFFME WELDED OFF HATCH RISER, DRAWINGS OF ACCESS HATCH PENETRATIONS FOR FLEE SEE NOTE 1 GUARDAR, INCLUDING PER LADDER EXT SPECIFICATIONS. ROOF ACCESS HATCH SCALE: HIS M-1 TOEBOARD, TOPRNE, MIDAIL, FSPR SET ACKGOUGE ROOF PLATE NOTES: VENT AND AND POSTSATB' ON CENTER THIN KICK PLATE MIN,TOESDARDAND WELDING �— 1. ALL LADDERS SHALL BE EQUIPPED WITH NOTSMOWN O PER STREET SHTS, SEE $MT M-1 STAINLESS-STEEL CABLESYLE FALL FOR CLARITY FOR CONT - �—i'- FIREVENIL N SYSTEM, SEE SPECIRCAIDONS. O Z' IN "- REMOVABLY TELESCOPING EXTENSION PROVIDE REMOVABLE EXTENSION FOR TOP RUNG OF LADDER FOR FALL PREVENTION SYSTEM, PROVIDE INTERIOR LADDER, AND PERMANENT SHALL BE LEVEL W/ HOLDER MOUNTED TO HNDRL FOR EXTENSION FOR EXTERIOR LADDER, LANDING PLATFORM STORAGE OF EXTENSION LADDER CTION LENGTHS FBY ANGLE TRENDS, Ili �� TOP RUNG OF - DETERMINED CONTACTOR, SPLICE PER NP LANDING ii LADDER 3" IIF~ DETAIL A, THUS SHEET, FOR INTERIOR PLATFORM - _— - - - BELOW ROOF "D• LADDER. PERMANENT EXTENSION MIN F FOR FALL PREVENTION CAGE ANO SMROUD, 3. HANDRAILS, LADDERS AND SYSTEM LANDING EXTEND TO 6ABOVE INTR LADDER W/ - APPURTENANCES SHALL BE A36 STEEL AND PLATFORM CATWALK ELEVATION FgLL PREVENTION PAINTED PER SPECIFICATIONS AND SHALL BE SYSTEM, SEE DET 2, CONSTRUCTED PER ALL OSHA THIS SUIT REQUIREMENTS. ALL HARDWARE INSIDE THE RESERVOIR SHALL BE TYPE 316 STAINLESS RES ROOF EDGE STEEL, AND ALL HARDWARE OR RESERVOIR RES ROOF EDGE T - EXTERIOR SHALL BE GALVANIZED STEEL. EXTLADDERW/FALL RES SHELL CENTER INTR LADDER PREVENTION SYSTEM BEHIND HORIZONTALLY IN 4. ALL WELDED CONNECTIONS TO HATCH DENG RESERVOIR SHALL BE SEAL WELDED. SUPPORT TAB, TIP S PROVIDE DIELECTRIC ISONATION KITS AT FRONT ELEVATION - - TANK SHELL ALL T55I INCLUDING STS NLESS STEEL TO (INSULATING SLEEVES AND S SIDE ELEVATION WASHERS) EXTERIOR LANDING AND RAILING WALT LADDERS RES RT SCALE:3/8-=V-0" M -I RES FLR '� / DET 6, THIS 5T TSEE YP 2-%"xB"x H" SPLICE PL, BS, DIA HOLES AS SHOWN, USE FOUR if" UFA x SST ..ITS PER SPLICE, W/ INSULATING SLVS 8 WASHERS ON BOLTS 1 ti i SPLICE e SCALE:NTS OC MAN PER MOUNT, 'Z 0';D EVENLY SPACED STRIP & END CAPS 11A_ CONDUIT MOUNTING BRACKET s INTERIOR LADDER SECTION 3 SCALE NTS SCALE:3/8"-1'-O" M-1 2.. 2" 2. 1" DIA SOLID BAR STOCK - W/ SLIP -RESISTANT FINISH %'x2 -W FB—,� SST BOLTS, PROVIDE SUPPORTTAS(INTERIOa LADDER ONL()Yfx2YK' FB, , BE OF HATCH, VNDERSIOE, &TOP OP LENGTH AS REQT) 66 1. REFER TO STRUCTURAL DRAWINGS INSTALL PROTECTIVE ON BOLTS Aq, Q FABRICATE HINGE & INSTALL HOLD Bb �p 11LL+� r AND ROOF NOT SHOWN FOR CLARITY. y"THKS RING PROVIDE MECHANISM TO HOLD ARM FOR LOCKING HAS SUPPORT TAB (EXT LADDER MIS, 2. INSTALL "CHANNEL -STYLE" ONLY), Y,-.2- FB WELDED CONNECTIONS BY TANK HER WHERE REDO GASKETING MATERIAL ON HATCH UP TYPICAL LADDER z TYP OF 2 SCALE NTS - NOTICE KAU BADRAW Eo DISSIMILAR METALS, AND PROTECT 'Ye" SST HINGE BOLT, TACK WEED COATINGS IF THIR MR FIRMI 0 NU T TO PREVENT REMOVAL . PDT TD SCAL CHFFME 2-%"xB"x H" SPLICE PL, BS, DIA HOLES AS SHOWN, USE FOUR if" UFA x SST ..ITS PER SPLICE, W/ INSULATING SLVS 8 WASHERS ON BOLTS 1 ti i SPLICE e SCALE:NTS OC MAN PER MOUNT, 'Z 0';D EVENLY SPACED STRIP & END CAPS 11A_ CONDUIT MOUNTING BRACKET s INTERIOR LADDER SECTION 3 SCALE NTS SCALE:3/8"-1'-O" M-1 2.. 2" 2. %'x2%- PLATE W/ Yz" DIA HOLES FOR (2) Ya" DIA LOCK &HASP EOR SST BOLTS, PROVIDE 0% 6" WIDE ALCIA HANDLE, OPENING, SEE SPECS EE , BE OF HATCH, VNDERSIOE, &TOP OP INSU L WASHERS & SLVS AL MATCH, SEE NOTE 3 1. REFER TO STRUCTURAL DRAWINGS INSTALL PROTECTIVE ON BOLTS FOR ACCESS HATCH PENETRATION Q FABRICATE HINGE & INSTALL HOLD <" RES ALL AND ROOF NOT SHOWN FOR CLARITY. INTERIOR LADDER SUPPORT TAB �1 SCALE: NTS murraysmithN> AL ROOF HATCH W/ y' THK AL LOCKING HASP LOCK &HASP EOR 3'-O"xNG. 0% 6" WIDE ALCIA HANDLE, OPENING, SEE SPECS EE , BE OF HATCH, VNDERSIOE, &TOP OP ACCESS HATCH NOTES: AL MATCH, SEE NOTE 3 1. REFER TO STRUCTURAL DRAWINGS INSTALL PROTECTIVE FOR ACCESS HATCH PENETRATION GASKET, SEE NOTE 2 FABRICATE HINGE & INSTALL HOLD AND OPENING DETAILS. LANDING OPEN ARM TO LOCK OPEN AT 90", AND ROOF NOT SHOWN FOR CLARITY. y"THKS RING PROVIDE MECHANISM TO HOLD ARM FOR LOCKING HAS IN PEACE WHILE HATCH IS OPEN 2. INSTALL "CHANNEL -STYLE" PROTECTIVE COMPRESSIBLE ,' THK AL HINGE ARM, GASKETING MATERIAL ON HATCH UP TYP OF 2 TO SEAL OPENING FROM EXTERNAL CONTAMINATION, 1501ATE DISSIMILAR METALS, AND PROTECT 'Ye" SST HINGE BOLT, TACK WEED COATINGS 0 NU T TO PREVENT REMOVAL . 3. CONTRACTOR SHALL SUBMIT SHOP WELDED OFF HATCH RISER, DRAWINGS OF ACCESS HATCH PENETRATIONS FOR FLEE SEE NOTE 1 FABRICATION FOR APPROVAL. SEE CNDS, TYP, SEE El -EC SILTS SPECIFICATIONS. ROOF ACCESS HATCH SCALE: HIS M-1 FSPR SET `[ ,,u SOUTH HILLS I RESERVOIR LADDER A I 7 ,m' 4TH LEVEL ACCESS DETAILS M-4 xPo' A>,�AR RESERVOIR 44 U 65 SILTED 80 STAINLESS STEEL(SST) SCHED 80 PIPE & FITTINGS I PVC PIPE & FITTINGS EXTERIOR j INTERIOR RES WALL 1" ELB,7YPALL3TAPS (SEE NOTE 1) R PIPE SATUNP, CLAMP WIN I- DIA PIPE, i SAMPLE: 5', LENGTH AS REQ'D ¢ Z ABOVE FUR 1" BV SAMPLE: IV 1" STREET ABOVE FUR ELBOW SAMPLE: 25'-G ABOVE RR WELDED HASPI 1" ELBOW, TYP FOR LOCKING (SEE (SEE NOTE 1) R" DIA BILL ROD XANDLE 1 }" O CARBON SILL EADOF ES S WA WILD TO BOTH SIDES OF RE5 WALL 1" CLOSE 1"0. DIELECTRIC REDUCING HEX BUSHING, NIPPLE e FO0.1}" SELL TO CSST OR PVC) TRANS DIA, 6' LONG WELDED PIN NGE FOR COVER PL CONN UNTED CARBON BILL K SEAL WELD FIBERGLASS UN140.UT W/ SST PIPE CLAMPS 1" SAMPLE LINE, TYP ELEVATION SECTION A NOTES: 1. FURNISH AND INSTALL THREE SAMPLE TAPS WITH THE INTERIOR INLETS LOCATED AT 5, 15' AND 25' ABOVE THE TANK FLOOR. ]ABEL TAPS CLEARLY WITHIN CABINET. 2. CABINET SHALL BE PAINTED, 16" DIAMETER STANDARD STEEL PIPE WITH A COVER PLATE, LOCKABLE AND HINGED ON THE SIDE, WITH A WELDED BENT STEEL RDD HANDLE. 3. PVC PIPING IN RESERVOIR SHALL BE THREADED NOT GLUED, ALL MATERIALS IN THE RESERVOIR AND IN CONTACT WITH POTABLE WATER SHALL BE NSF X61 CERTIFIED. WATER QUALITY SAMPLING STATION 1 SCALE: NTS M-1 (LESS HIST) 4' OVERFLOW PIPE SUPPORT, IT MAX VERTICAL S PACING, 5 E SXT NOTES PLAN SIDE ELEVATION OVERFLOW PIPE SUPPORTS SCALE: 3/4"=1'-0" M-1 PROVIDE NEOPRENE GASKET BETW PIPE & CLAMP 2-'/a'• BOLTS, NUTS & WASHERS, PROVIDE INSULATED WASHERS & SIMS ON BOLTS 4" DIA SCHED 40 TEND STL PIPE W1 BILL CAP, SEE NOTES NOTES: 1. PAINTER'S PLUGS SHALL BE SPACED APPROXIMATELY 9' ON CENTER. 2. THREADS ON PATNTER'S PLUG SHALL BE COMPLETELY COVERED BY CAP. NO EXPOSED THREADS ARE ALLOWED. 3. PROVIDE NSF -61 APPROVED GREASE ON THREADS. 4. OUTER ROW OF PAINTERS PLUGS SHOWN, INNER LAYER SHALL BE SIMILAR. PAINTER'S PLUG SCDLE:3/4"=1'-D" M-1 y"THK MIN HDPE BAFFLE PLATES PLATES TO LIBRE CONE ED 1 OVERFLOW PIPE CONE AND BAFFLE i1 SCATF:3/4"-1-0" M -I NOTICEIFTHIS BAR DO'S KAN o RA THEN D—NE NOT,.o=UI- EH.Eo W„ _ murraysm�7h ` MTrtfH SOUTH HILLS 4TH LEVEL RESERVOIR 1. ALL STEEL PIPING AND SUPPORTS IN THE RESERVOIR SHALL BE COATED PER THE INTERIOR COATING SPECIFICATIONS UNLESS OTHERWISE NOTED, SEE SPECIFICATION SECTION 09 92 14 STEEL WATER STORAGE TANK PAINTING. 2. PROVIDE INSULATED FLANGED JOINTS BETWEEN DISSIMILAR PIPE MATERIALS, SEE SPECIF CATIONS. 3. WELDING, DRILLING, CURING OF PIPE SECTIONS, OR WELDING OF APPURTENANCES TO PIPE WILL NOT BE ALLOWED FOLLOWING PAINTING. A. ALL MISCELLANEOUS STEEL APPURTENANCES SHALL BE GRADE A36 UNLESS OTHERWISE NOTED. 5, SEAL WELD ALL WELDED CONNECTIONS. 6. OVERFLOW PIPE SUPPORTS SHALL BE SPACED 8' MAXIMUM ON CENTER. FSPR SET RESERVOIR MISCELLANEOUS DETAILS I M-5 A, ,.NBAU: 45 aT 65 16"W TO/FRO( SYSTEN SEISMIC VALVE VAULT 1 SCALE: 1/2"=1'-0" C-6 MATERIAL LIST () PRECASTCONCUTILRY VAULT, 810 -SLD BY OLUCASTIE PRECAST OR APPVD EQ 2 6'x4' GALV SIT DBL DOOR ACCESS HATCH W H2O LOADING O AND RECESSED HASP N0. 48729 BY OLDGiSTLE PRECAST OR APPVO EQ, SEE SPECS O3 GALV STL (ADDER W/ OSHA EXTENSION, SEE NOTE 6 Oq 16" DI SPL, FLGiPE O5 16" BFV (SEISMIC VALVE), ITS © SEISMICALLY -ACTIVATED MOTORIZED ACTUATOR, SEE SPECS O16" RICA O8 PIPE SUPPORT, MODEL S-89 FIANGEO ADJUSTABLE BY STANDON, OR APEVD EQ O9 SEAL PIPE PENETRATION THROUGH WALL,UNK-SEAL BY GET INDUSTRIES OR APPEND EQ, SIZE AS RED D, SEE DET 2, THIS SHT 30 VAULT FLOOR SUMP W/ GRATE AND 4"PVC ..IN LINE, 101t, CONNECT TO EXIST MH -1 AT Pk SLOPE 11 DOUBLE STRAP TAPPING SADDLE W/ 2" TAP, 2" CORP STOP, 2"xl" RDCR AND 1" BV, FURNISHED & INSTALLED BY CONTRACTOR, ALL PIPING AND FITTINGS SHALL BE NSF -61 APPROVED BRASS 12 EXHAUST FAN(VEF-1), MOUNT TO VAULT CENNG PER PIER'S RECOMMENDATIONS, INCL HANGING BRACKETS W/ HANGING NEOPRENE ISOLATORS, SEE HVAC EQUIPMENT SCHEDULE THIS SHT RES l3 FABRIGTED SHT MEI SQUARE -TO -ROUND REDUCING CONNECTOR, 12" LONG, W/ 9.05" DIA OUTLET MR CONN TO 8C DI PIPE &FAN SIZE AS SECT Q 14 S' CPLG FOR SET MET TO DI CONN, FERNCO STRONGBACK OR APPVD EQ 15 8" CL 50 DI PIPING FOR EXHAUST FAN OUTLET, LENGTH AS SHOWN ON SHT C-6, INCL B" DI 45° HORIZ BEND AND 90 - VERT BEND, MJ, SISTER, SEE DET 3, SHT C-16 FOR CONT OF GOOSENECK ASSY lfi SUPPORT 8' EXHAUST FAN PIPING FROM CEILING AS REDO 1J I" POLY SENSING PIPING, BENDS AND FITIINGS AS REQ'D, ROUTE THROUGH VAULT WALL TO LOCATION DESIRED BY OWNER W/ WALL SUPPORTS AS ROOD, AND TERMINATE WITH A 1" BALL VALVE FOR OWNER TO CONNECT TO OWNER -INSTALLED PRESSURE TRANSDUCER 18 OWNER INSTALLED PRESSURE TRANSDUCER AND GAUGE ASSEMBLY 19 OWNER INSTALLED 1" CARV ASSEMBLY, W/ SUN BD PVC DRAIN PIPING, FLUID, PLUMB DRAIN LINE TO VAULT FLOOR SUMP, PROVIDE BENDS, FITTINGS, & PIPE SUPPORTS AS REQ'D 20 16" DI SPL, PE 21 UNIT HEATER(VUH-1), MOUNT TO VAULT WALL OR CEILING PER MFR'S RECOMMENDATIONS, INCL HANGING BRACKETS W/ HANGING NEOPRENE ISOLATORS, SEE HVAC EQUIPMENT SCHEDULE THIS SHT NOTICE VAULT LID FOR VAULT GURE SEISMIC VALVE VADLT-XVALE DIPMENT XEDDLE 1 1 TAG NO. TYPE/SERVICE WIDTH%DEPTH% HEIGHT NOMINAL CAPACITY MAKE/MODEL, O0. EQ UAL VOLTAGE/PHASE COMMENTS VEF-1 E%HAVST FAN 15"%21"%15" SO CFM @0.125INW 8S-]0-3-13-2ll28Y GREENHECK 115V 10 WTHERMOSTAT CONTROL VUH-1 UNIT HEATER 9"X] "Xll" 4.O KW DGWM4031G BY UIMPLEX 240V 10 1 Wl THERMOSTAT CONTROL SEISMIC VALVE VAULT 1 SCALE: 1/2"=1'-0" C-6 MATERIAL LIST () PRECASTCONCUTILRY VAULT, 810 -SLD BY OLUCASTIE PRECAST OR APPVD EQ 2 6'x4' GALV SIT DBL DOOR ACCESS HATCH W H2O LOADING O AND RECESSED HASP N0. 48729 BY OLDGiSTLE PRECAST OR APPVO EQ, SEE SPECS O3 GALV STL (ADDER W/ OSHA EXTENSION, SEE NOTE 6 Oq 16" DI SPL, FLGiPE O5 16" BFV (SEISMIC VALVE), ITS © SEISMICALLY -ACTIVATED MOTORIZED ACTUATOR, SEE SPECS O16" RICA O8 PIPE SUPPORT, MODEL S-89 FIANGEO ADJUSTABLE BY STANDON, OR APEVD EQ O9 SEAL PIPE PENETRATION THROUGH WALL,UNK-SEAL BY GET INDUSTRIES OR APPEND EQ, SIZE AS RED D, SEE DET 2, THIS SHT 30 VAULT FLOOR SUMP W/ GRATE AND 4"PVC ..IN LINE, 101t, CONNECT TO EXIST MH -1 AT Pk SLOPE 11 DOUBLE STRAP TAPPING SADDLE W/ 2" TAP, 2" CORP STOP, 2"xl" RDCR AND 1" BV, FURNISHED & INSTALLED BY CONTRACTOR, ALL PIPING AND FITTINGS SHALL BE NSF -61 APPROVED BRASS 12 EXHAUST FAN(VEF-1), MOUNT TO VAULT CENNG PER PIER'S RECOMMENDATIONS, INCL HANGING BRACKETS W/ HANGING NEOPRENE ISOLATORS, SEE HVAC EQUIPMENT SCHEDULE THIS SHT RES l3 FABRIGTED SHT MEI SQUARE -TO -ROUND REDUCING CONNECTOR, 12" LONG, W/ 9.05" DIA OUTLET MR CONN TO 8C DI PIPE &FAN SIZE AS SECT Q 14 S' CPLG FOR SET MET TO DI CONN, FERNCO STRONGBACK OR APPVD EQ 15 8" CL 50 DI PIPING FOR EXHAUST FAN OUTLET, LENGTH AS SHOWN ON SHT C-6, INCL B" DI 45° HORIZ BEND AND 90 - VERT BEND, MJ, SISTER, SEE DET 3, SHT C-16 FOR CONT OF GOOSENECK ASSY lfi SUPPORT 8' EXHAUST FAN PIPING FROM CEILING AS REDO 1J I" POLY SENSING PIPING, BENDS AND FITIINGS AS REQ'D, ROUTE THROUGH VAULT WALL TO LOCATION DESIRED BY OWNER W/ WALL SUPPORTS AS ROOD, AND TERMINATE WITH A 1" BALL VALVE FOR OWNER TO CONNECT TO OWNER -INSTALLED PRESSURE TRANSDUCER 18 OWNER INSTALLED PRESSURE TRANSDUCER AND GAUGE ASSEMBLY 19 OWNER INSTALLED 1" CARV ASSEMBLY, W/ SUN BD PVC DRAIN PIPING, FLUID, PLUMB DRAIN LINE TO VAULT FLOOR SUMP, PROVIDE BENDS, FITTINGS, & PIPE SUPPORTS AS REQ'D 20 16" DI SPL, PE 21 UNIT HEATER(VUH-1), MOUNT TO VAULT WALL OR CEILING PER MFR'S RECOMMENDATIONS, INCL HANGING BRACKETS W/ HANGING NEOPRENE ISOLATORS, SEE HVAC EQUIPMENT SCHEDULE THIS SHT NOTICE VAULT LID FOR VAULT GURE pq(�f APPROVED NON -SHRINK GROUT AND COATED ON THE OUTSIDE WITH A KA ry 1 1 y"e PL�—LI oREo AND SHALL COMPLY WITH ALL OSHA REQUIREMENTS INCLUDING FOOT EU1114.95 CLEARANCE FOR CLIMBING. EL=1114.]8 MAIN W J"n ]. DUCTILE IRON FLANGED FITTINGS SHALL CONFORM TO ANSVAW WA C110 OR C153, AND DUCTILE IRON PIPE AND FITTINGS TO BE INSTALIED N1 TOIFROM T"EN —INNEMPs LD �E kN `AMMxN to 98206, OR APPROVED EQUA4 CONFORMING TO ANSI 16.21, 1/8- THICK. TO/FROM TO MI CAST RECESSED PIPE SLVS IN VAULT LID FOR VAULT GURE (SILVS AND GUARDRAIL NOT APPROVED NON -SHRINK GROUT AND COATED ON THE OUTSIDE WITH A 1 1 1 1 1 0•� AND SHALL COMPLY WITH ALL OSHA REQUIREMENTS INCLUDING FOOT EU1114.95 CLEARANCE FOR CLIMBING. EL=1114.]8 ]. DUCTILE IRON FLANGED FITTINGS SHALL CONFORM TO ANSVAW WA C110 OR C153, AND DUCTILE IRON PIPE AND FITTINGS TO BE INSTALIED TOIFROM SYSTEM BE 1110.00 B. GASKETS FOR NON -INSULATED FLANGED JOINTS SHALL BE OARLOCK 98206, OR APPROVED EQUA4 CONFORMING TO ANSI 16.21, 1/8- THICK. TO/FROM To MPHJ RES murraysmirth� —16"W— - COMPACTED %'-0" CR, 24" MIN, ttP, ALL SIDES SECTION B SCALE: 1/2"-1'-0" - CONC IS OR WALL LINK SEAL, SIZE AS REQ'D INTERIOR FILL ANNULAR SPACE W/ FLEX SEALANT OR NON -SHRINK GROUT FOR WFRTJT EXTERIOR I `CORIEORPULOR V�I PREFORMED PENETRATIETRATION,N, SIZE AS NOTE: 0.EQ'D FOR CARRIER PIPE &LINK -SEAL 1. SEAL ALL WALL PIPE PENETRATIONS WITH LINK -SEAL TYPE SEAL UNLESS OTHERWISE NOTED, LINK -SEAL DETAIL %21 SCALE: NTS NOTES: 1. VAULT EXTERIOR WALL SHALL BE COATED WITH WATERPROOFING. SHOP PRIMED DUCTILE IRON PIPE AND FIRINGS INSIDE OF VAULT SHALL BE PAINTED IN BLUE COLOR WITH TWO COATS OF EPoXY PAINT. SURFACE PREPARATION SHALT. BE PER COATING MANUFACTURER. COATING SYSTEMS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. 2. PROVIDE VAULT HATCH WITH SPRING ASSISTED DOORS AND RECESSED LOCK. LID TO BE REINFORCED FOR H-20 LOADING. 3. ALL WATER PIPING SHALL BE DUCTILE IRON CUES 51 UNLESS OTHERWISE NOTED. ALL JOINTS ON PIPES AND MEETINGS SHOWN SHALL BE RESTRAINED JOINT. PROVIDE RESTRAINED JOINTS WITHIN 2 FEET OF VAULT WALL FOR ALL PIPING PENETRATIONS. 4. DUCTILE IRON PIPE WALL PENETRATIONS SHALL BE INSTALLED DURING VAULT CASTING SY VAULT MANUFACTURER. SIZES AND LOCATIONS FOR PENETRATION BLOCK -OURS SHALL BE COORDINATED DURING VAULT SUBMITTAL REVIEW. WALL PENETRATIONS FOR ELECTRICA4COMMUNICATION CONDOM AND SMALL PIPING SHALL BE CORE DRILLED IN THE FIELD. NO UNUSED KNOCK-OUTLLS SHABE IN VAULT WALLS AT THE TIME THE VAULT IS BACKFILLED. SOUTH HILLS SEISMIC VALVE VAULT 4TH LEVEL PLAN & SECTIONS M-6 RESERVOIR 46 d 6 5. ALL PENETRATIONS SHALL BE SEALED WITH LINK SEAL AND AN APPROVED NON -SHRINK GROUT AND COATED ON THE OUTSIDE WITH A BITUMASTIC COATING, UNLESS OTHERWISE NOTED. 6. IADOER TO BE SECURED TO VAULT FLOOR AND WALL OR TOP SECTION, AND SHALL COMPLY WITH ALL OSHA REQUIREMENTS INCLUDING FOOT EU1114.95 CLEARANCE FOR CLIMBING. EL=1114.]8 ]. DUCTILE IRON FLANGED FITTINGS SHALL CONFORM TO ANSVAW WA C110 OR C153, AND DUCTILE IRON PIPE AND FITTINGS TO BE INSTALIED IN VAULT CEMENT -MORTAR LINED AND SHOP COATED WITH RED -OXIDE PRIMER. ALL VALVES SHALL BE MINIMUM PRESSURE CLASS 150. B. GASKETS FOR NON -INSULATED FLANGED JOINTS SHALL BE OARLOCK 98206, OR APPROVED EQUA4 CONFORMING TO ANSI 16.21, 1/8- THICK. TO/FROM GASKETS SHALL BE FULL FACED WITH HOLES TO PASS BOLTS GASKET RES MATERIAL SHALL BE FREE FROM CORROSIVE ALKALI OR ACID INGREDIENTS. 9. ALL ELECTRICAL WORK TO BE INSTALLED IN ACCORDANCE WITH THE OREGON ELECTRICAL SAFETY CODE AND THE SPRINGFIELD UTILITY BOARD ELECTRICAL DEVELOPER STANDARDS. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DETAILS. EL -1106.95 10. SPECIAL HANGERS AND SUPPORTS ARE SHOWN IN SOME LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION AND NUMBER OF ALL ADDITIONAL SUPPORTS TO PROPERLY SUPPORT PIPING, VALVES AND EQUIPMENT CONNECTIONS TO PREVENT DEFLECTION AND STRESSES. 11. ANCHORS FOR SMALL PIPING SUPPORTS IN VAULT TO BE EXPANSION BOLTS AND SIZED APPROPRIATELY FOR THE SPECIFIED SUPPORT (1/4 -INCH MINIMUM DIAMETER). SEE SPECIFICATIONS. 12. VAULT SHALL INCLUDE EXHAUST FAN, UNIT HEATER, LIGHTING, RECEPTACLE, HATCH INTRUSION SWITCH, FLOOD SWITCH, AND ELECTRICAL FOR ALL POWERED COMPONEFF�SEE H�� �ELECTRICAL�� SOUTH HILLS SEISMIC VALVE VAULT 4TH LEVEL PLAN & SECTIONS M-6 RESERVOIR 46 d 6 wroE sDIASLE SLEEVE, 0. 2" NOMINAL GUARDRAIL, TW CL, 0. VAULT GUARDRAIL PLAN SCALE 1'•=1'-D• MATERIAL LIST O1 6" DEEP x 2h" INSIDE DIA GALV STL RECESSED SLV, W/ HINGED COVER IT, FLUSH W/ VAULT. CAST INFO VAULT LID DURING FABRICATION, TVP 7 LOCATIONS O2 6" DEEP x 2'4" INSIDE DIA GALV SEL RECESSED SLI, W/ HINGED COVER PL, FLUSH W/ VAULT. EAST IMO GONG SLAB DURING CONSTRUCTION. SHIP LOOSE, TYP 4 LOCATIONS O3 1' WIDE "1- DEEP x 10'-8" LONG RENT CONC SLAB. USE 55 BARS SPACED W/ 3" CLR FROM ALL SIDES, TOP AND BOTTOM MATS, l' O.C. IN LONG DIMENSION (1D TOTAL PER MAT) 6" O.C. IN SHORT DIMENSION (2 TOTAL PER MAT) O 42" TALL (MIN), REMOVABLE TWO RAIL GUARDRAIL, 2" NOMINAL (2.375" OD) SCH 40 GALV STT FOR ALL MONTE BARS & VERT POSTS, LENGTH AS REQ'D, FURNISHED IN 5 PIECES. GUARDRAILS SHALL INCLUDE 6" LONG POST EXTENSIONS TO FIT INTO RECESSED SLEEVES, OVERHANGS FOR NORTH AND SOUTH RARS, AND B" MILK x 4" FLAT BAR KICK PLATE W/ R" CUT ABOVE GRADE ALL GUARDRAIL SHALL BE FURNISHED & INSTALLED TO MEET OSHA REQUIREMENTS O SWINGING, SELF-CLOSING SAFETY GATE, AFFIXED TO POST BOLTED ON NORTHEAST GUARDRAIL. GATE SHALL OPEN AWAY FROM VAULT AS SHOWN, AND SHALL BE UPANDIBIE IN LENGTH FROM 16" TO 36". GATE SHALL BE POWDER COATED YELLOW, AND SHALL BE MODEL ERECTASTEP 11792 AS MANUFACTURED BY YELLOWGATE, OR APPVD EQ rvonCE KAU SOUTH HILLS _BAB EREWN murraysmirth 4TH LEVEL Ren.F,., , RESERVOIR N TH wT c D �'RMxM+uF° FSPR SET I El SEISMIC VALVE VAULT GUARDRAIL PLAN I M-7 T 47 OT 65 TELEMETRY BUILDING PLAN SCALE: 3/8"=1'-0" SHEET NOTES: ].EXHAUST FAN DEF-1)SHALLINCLUDE GRAVEN BACKDRAFF DAMPER AND TRANSITION DUCTING AS REQUIRED. INCLUDE THERMOSTATIC CONTROL. 2. UNIT HEATER(UH-1)SHALL INCLUDE THERMOSTATIC CONTROL. 3. LOUVERS SHALL INCLUDE FACTORY ENAMEL COATING AND INSECT SCREENS. WEST ELEVATION SCALE: 3/8"=1'-0" EAST ELEVATION SCALE: 3/8"=1'-0" E ER O LE TqG NO. TAG NO. TYPE/SERVICE WIDTH X HEIGHT NOMINAL MIN FREE AREA SFT. MATERIAL MAKFJMODEL, ORE UAL 1 COMMENTS L-1 FIXED INTAKE 8"%16" 0.35 tXlRIJDtUALJMJ..ml BV180BYRUSUA W INSERSCREEN L-2 FIXED EXHAUST 8"%lfi" 0.35 EMRUDED ALUMINUISI BV1800Y BUSKIN 1 I W INSECT SCREEN EAST ELEVATION SCALE: 3/8"=1'-0" NOTICE An � II SAD 4 s BMWNo xmcnun�rt u'ry ,. M -SURE 11 murraysmih PT.o ` .�x1KkEP 'esr fN'N[xM rA°o SOUTH HILLS 4TH LEVEL RESERVOIR SOUTH ELEVATION SCALE: 3/9"=1•-0'• NORTH ELEVATION SCALE: 3/8"=1'-0" TELEMETRY BUILDING HVAC PLAN FSPR SET m T 48 of 65 TELEMETRY BUILDING -HVACE IPMENT SCHEDULE TqG NO. TYPES VICE WIDTH X DEPTH % HEIGHT NOMINAL CAPACITY MAKE/MODEL, OR EQUAL VOLTAGE/PHASE COMMENTS EF -1 EX IT FAN 13' X 13" IF. CFM @ 0.051N WG 5 6D VG -1 6 G-1 80 BY GREENHECK 115V / 10 W/ GRAVITY BACKDRAFi DAMPER &THERMOSTAT CONTROL UH -1 UNIT HEATER ]4'% ' %16' 3.0 KW MUH-03-2] BY MARK 308V 30 W THERMOSTAT CONTROL NOTICE An � II SAD 4 s BMWNo xmcnun�rt u'ry ,. M -SURE 11 murraysmih PT.o ` .�x1KkEP 'esr fN'N[xM rA°o SOUTH HILLS 4TH LEVEL RESERVOIR SOUTH ELEVATION SCALE: 3/9"=1•-0'• NORTH ELEVATION SCALE: 3/8"=1'-0" TELEMETRY BUILDING HVAC PLAN FSPR SET m T 48 of 65 ROOT, CONDUITS TO 1�I POWER AND FIBER al VAULTS ADJACENT TO I II SOUTH HILLS PH ME I sTAnory itl �4/./Yi n!/r - �I/r 4X9 FIBER VAULT r j4X4 POWER VAULT ii lam, /s i/ ,I 1s WIDEGMVEESUE E ACCESS ROAD, SEE / ; SHT C-9 ,% Gi li I N/ III 1 ,III if I j 1111 111 I JII Ik 1 III y,� 1 ILII Ili SII jIJ �1 I 1 111 j 1 III 1�1 III II. J 1 I h IHI III'I 1 1 1111 , I 1 1 / 1 hill �II 1 III 1'J I ' II 1 RIII I} I / 4 X 4' FIBER — VAULT POWER VAULT - VAULT NOTICE TEEL x pE o P. WYG RT POT, 51 rv.TTo � TRKkEo LOT 6200 LOT 6300 I J gpF;aL POT, 51 i1 4'X 4- FIBER ) PLAN VAULT SCALE: 1"=90' 4'X4'POWER � VAULT / LOT 6500 � l �1 I\ ! � COT 6600 j 30'x12' TELEMTRY BUILDING, SEE SHTA-1 4TH LEVEL RESERVOIR 0 45 MG DIA -50' BASE EL=1115.5' OF EL=1148.0' SEISMIC VALVE VAULT, SEE SHT E-8 murraysmi-th� SOUTH HILLS 4TH LEVEL RESERVOIR SHEET NOTES: 1. INSTALLALL VAULTS PER SUE STANDARD ESD 0070, 2. ALL DUCTS, POWER AND CONTROL CABLE PROVIDED AND INSTALLED BY CONTRACTOR. FIBER CABLE INSTALLATION AND TERMINATION BY OWNER. 3. VAULTS FURNISHED BY OWNER. INSTALLED BY CONTRACTOR, 4. VAULT PENETRATIONS SHALL BE MADE WITH GRC USING PERMANENT EIASTDMER SEALING SYSTEM. FSPR SET ELECTRICAL SITE PLAN I E-1 49 Of 65 POWE, MCC P-LP1 (SEE CABLE AND CONDOR SCHEDULE) (3P) - � 480-120/208V /WA'S 30kVA (3P) IOOA b � CENTER POWER MICE ENTER IID/208V, 31 PANEL SCHEDULE: IRIRI . IP-! DE IGO'S DRINT INCOMING MAIN: f F TER MR DOES TOP FED NOT To ADALE CUS VATERIAL'. COPPER VOLTAGE (1).I/2D8 ..N OC 9EVICr 11 IS -It EATON MINI 9014 CENTER A +AGE (A} TDOD TNI R RATING (kAILT: IB LN( :SURE+ NEMA ,I PHASE. _ 1-1 11 DR FUELr PATFR - LIUT DN. 111111r E,' -ANG WIRr SURGE SUPFRESSCR'. M3UNTINB. SUFFACE SLCR M1NCI. SERVICE MTR L14E0. NO F¢D=Ra S11P5 MCC (LCCA ED A SCJiII ILI L` PQM' .ATION) OCP CDNNEa ED T313 LOAD (Al; CONNEETED L -AC reP CKI CON, OND �(! SIZE P RA➢NG L]. 41 P. ION T"oE R/T VA A -1 C IA ��� l'PE DESGRIPLaN EA iIN: e JiE #12 T 20 INTERIDV LIS= -S (CmL TNG) uOH!S' 77 251 ` ISD - MAC a ECDIC Ps] ECTON RL'TEIER 30 I fre 2 3 e12 t 20 RELPTAL=: DE CEPT NG 9n0 2140 IW0 NL .N I[C 3 ab 4 D12 I 20 EIIR i > 'S,�VIBNGC LIGHTS 84 2C -A 20x0 NC MI3C IT -T VALVE VALE 60 - P6 7 4#12 ' i 20 EXTERN S R -SI R) LI CHTE C/ ,' 2401 1550 NC MGC 60 R6 8 9 q!2 1 10 FLC PAtiL UPS MGC 46 IC00 120C 1 260 C. N15, R15MC CCN oo LER 1 410 1 'O gig 1 20 E%4ADS EAN' MC BP. NC 500 680 180 V6C RAE RACK RECEPTACLE 11 12 yl2 - 20 RS SISI NC I]32 1752 'PARE 2g I+ 5 R12 - 2D ONII HEATER HE5151 NO 1732 IT32 lY 1RE 2C 16 =] QIA - 29 R,111 11 173'L I732 SPARE SECJFitt IN TRu5101 GPNR 20 2H 21 - 0` 127 23 0 24 LOAD SllMMARY CGHTS RECEPT MAJOR R}SIST A [C i2 6.9 • 5,2 5b "ART TOTAI ?HATE 9 14.0 n -1 14.5 6ALANGE YS LSVA_ -AL 't 9C 3J 9 SCiY 42 C 4440 37 NOT E Se LO AUING 15 ES TIO 1. lu �o.- .., — X1.6 fo-mn.... us loo tls -T-si IOkVA N l00 r .- al 50% gyp, *T_L% of la rg ost T A rS CO% sL'o other mo,,.r_ CDNNE E' LOAD (F JAk 1.25 454 OEM A.'= E CTOi ("/.): ra r )1 -SI, -I, LOAD (KVA):I Al 11 murraysm, h - KEYED NOTES: 01 EQUIPMENT GROUNDING CONDUCTOR(EGC) SHALL BE CONNECTED TO THE GROUNDING ELECTRODE AND USED EOR GROUNDING AND BONDING. THE NEUTRAL SHALL NOT BE CONNECTED TO THE EGO OR GROUNDING ELECTRODE. FSPR SET SOUTH HILLS ONE -LINE DIAGRAM 4TH LEVEL E-2 RESERVOIR 50 Df 65 DE IGO'S DRINT f F TER MR DOES NOT To ADALE murraysm, h - KEYED NOTES: 01 EQUIPMENT GROUNDING CONDUCTOR(EGC) SHALL BE CONNECTED TO THE GROUNDING ELECTRODE AND USED EOR GROUNDING AND BONDING. THE NEUTRAL SHALL NOT BE CONNECTED TO THE EGO OR GROUNDING ELECTRODE. FSPR SET SOUTH HILLS ONE -LINE DIAGRAM 4TH LEVEL E-2 RESERVOIR 50 Df 65 SHEET NOTES: I. BUILDING LIGHTING AND RECEPTACLE CONDUITS NOT SHOWN. 2. CONDUR ROUTE AND LOCATION FOR REFERENCE ONLY. ACTUAL LOCATION AND ROUTING TO BE DETERMINED BY CONTRACTOR. E LEGEND: CONDUCT, BELOW GRADE CONDUIT, ABOVE GRADE 5- SPARE F P- POWER 0V I POWER 12120/24D/208V C C- CONTROLS SE %- COMMUNICATIONS NE DO ON RETAINING WALL ! ! d 4 f. 5 COR I T_ RESERVOIR d. - ° a d ENCLOSURE \ ry \ o � ti \ i ° m ry LIGHTING° _ __ _ _ _ _ _ CONTACTOR _ r I a 4 L-l➢4EA o \ _ _ — _ _ _ - L -LPI -58 — — y \ _14 -- TO LIGHT R2 \ _ -- i---- — TO LIGHT 0.1 TO _—SIE M C�ACTUATOR q �z 1 C Sz08 /// 43 VALVE VAULT �LLP15A I \` 1JL-LPI C_LSL-113a�///jIElC 1C-11}_�TO LEVEL %MTR (VAULT) 1208 TO RESERVOR SEISM IS I `f DR :'VALVE VAULT/TO RESERVOR EE L \; r \ `PEDBl M11-1 SNBUP CONDUIT v NEAR i.( I R3 �, s ( 4TH LEVEL RES / a. SE OJO MG a \� y X. L-lrl-s 1 \\ // /%q� L pl- sz i \ \ • \ \ \�\ LOCATION TO HE \(TE\l_--_L-LP141 C-224 � DETERMINED / 1-13 ° DING SES � o-LPl z/ EMETRLC 113I BUILy RI \ 14 D1-1 C 1214 P n° _ m' `q\ c CPR 1 +1. ,1 1 / HEATER c-Szn CATHODIC LO 1 4 �\ / �' C ¢O.B . i PROTECTION Q \ `{h Sly . p DSl \ j ( \ 5 3 \,/ i I/ - PLC RECTIFIER T LLP15B MINI POWER PANEL SEISMIC VALVE i v ��\ ST £ E L LPl 58A % r o ]-BO%__ _ / CENTER CONTROL PANEL — — ---NS, f TELEMETRY BUILDING LIGHTING PLAN a RETAINING WALL - \/ VAULT VAULT su¢s -vzrc VAULT PLAN � - 110'ALE FSPR SET e NOTICE.TESIGNED AE �O$ SHEET EL � ff P. o�A.. RT !!l�jj'� �� SOUTH HILLS CONDUIT PLAN E-3 RE THIS MR DOES NOT RESOUND 11. TEL ¢ 4TH LEVEL Fl murraysmirth` RESERVOIR THEN -N I w,c,NGG R L. O ND.2DATE REVISION fXPP6 6 d0 i2 PIER N0.: 11DIENEIINID 51 of fi5 CABLE AND CONDUIT SCHEDULE: ,,m„ . DESIGNED e S. arT-ll -11 -1 IDES „ — — -- — „o.n T. _:T —— IT w "Lll I IT 11 111 ,,m„ . DESIGNED e S. arT-ll -11 -1 IDES „ — — -- — e.,. ,. T. _:T —— w "Lll I IT 11 111 1. GTI,s ,� ,. „ jI. 11 IT I m I 1, .. IT IS , „ ..., ,.. C,A - N , „o „— ,,m„ . DESIGNED e S. arT-ll -11 -1 IDES „ — — -- — e.,. ,. T. _:T —— w NOnCE , TEEL DESIGNED e S. arT-ll .IIwry -1 IDES w "Lll I IT 11 111 1. GTI,s ,� ,. „ jI. NOnCE , TEEL DESIGNED e S. arT-ll .IIwry -1 IDES FSPR SET j SOUTH HILLS CABLE AND CONDUIT SCHEDULE murrzysmi7h 4TH LEVEL RESERVOIR E-4 52 of 65 Fr� ll NOTE' N4/0 COPPER GROUNOCON DUCT OR CABLE.. REBAR EXOTHERMIC WELDING GROUND CONNECI]DN CADWELD RQ TYPE OR EQUAL SHOWN STEEL REBAR, EZE VARIES BUILDING LOOP TO FOUNDATION REBAR(EXOTHERMIC) cu EXOTHERMIRMI C CONNECTION, CAO WELD MOLT TAC AND #150 EQUALCARTRIDGE OR O0. APPROVED EQUAL BELOW GRADE - C CABLE TO CABLE (EXOTHERMIC) 3/4" x 10' LONG GROUND 111D%E-AL GR UND QUAL #4/U CU EXOTHERMIC CONNECTION, CADW ELO MOLB GYP182QAND #115 CARTRIDGE OR APPROVED EQUAL BELOW GRADE - CABLE B TO GROUND ROD (EXOTHERMIC) CONCRETE GROUND BURNDY GROUND WELL ROD CLAMP COVER PIPE INCORP GROUND ROD, 3/4' X 10'-0' CAT # 12R-121 GROUND ROD TEST WELL CABLE UP 3/4' x IW -P' — LONG MIN COPPER WELD GROUND ROD -- - -- #4/0 covvER ea CABLE - PLAN GROUND ROD TEST WELL SCALE: 1'=" —LE" --'-'E - murraysmi- h"4> SOUTH HILLS 4TH LEVEL RESERVOIR LEGEND NOTES: I. 4/0 BARE COPPER GROUND TO BE: - MINIMUM 2'-0' OUTSIDE BUILDING WALL. - MINIMUM 2'-6' BELOW FINISHED GRADE. 2. ALL BELOW GRADE CONNECTIONS TO BE EXOTHERMIC WELD. 3. GROUND WIRE PENETRATES STAB IN FLUSH -MOUNTED IMC. BOND AT BOTH ENDS OR USE PVC SLEEVE. GROUND ROD PROTECTOR PIPE IN CORP BASE CAT # 12R12A 2.'MIN GROUT FOR ENVIRONMENTAL SEAL GROUNDING PLAN FSPR SET E-5 53 d 61 4/0 BARE COPPER GROUND CABLE Oi GROUND ROD, 3/4' X 10'-0' GROUND ROD TEST WELL CABLE UP DEBAR NOTES: I. 4/0 BARE COPPER GROUND TO BE: - MINIMUM 2'-0' OUTSIDE BUILDING WALL. - MINIMUM 2'-6' BELOW FINISHED GRADE. 2. ALL BELOW GRADE CONNECTIONS TO BE EXOTHERMIC WELD. 3. GROUND WIRE PENETRATES STAB IN FLUSH -MOUNTED IMC. BOND AT BOTH ENDS OR USE PVC SLEEVE. GROUND ROD PROTECTOR PIPE IN CORP BASE CAT # 12R12A 2.'MIN GROUT FOR ENVIRONMENTAL SEAL GROUNDING PLAN FSPR SET E-5 53 d 61 CONTACTOR 120V CO. #5 FROM UP RESERVOIR HTS PLCI, SEE E-14 OIGFF 120" CRO ON pUFO COIL u w oox Q PER 13 Cl RESERVOIR LIGHT I �EIERVCIR LIGHT2 � � ESERVOIR LIGHT 3 `.d RESERVOIR LIGHTING EXTERIOR LIGHTING CONTROL SCHEMATIC RETAINING WALL 1 4TH LEVEL RES 0.46 mG SEISMIC �\ VALVE VAULT TELEMETRY y1� BUILDING \ Y` if LP -1 (SEE _ _ CABLE AND CONDUTT) RETAINING WALL PLAN SCALE: 1^=101 NOTICE 3. TEE o DISCRIPTIDN INDICATES CONDUCTOR I b � 0 9 Q OUTDOOR WALLPACK IED LP-1(SE E } 2 CABLE AND LED LUMINAIRE, OUTDOOR, WALL MOUNTED, 28W LITHONIA 1 4TH LEVEL RES 0.46 mG SEISMIC �\ VALVE VAULT TELEMETRY y1� BUILDING \ Y` if LP -1 (SEE _ _ CABLE AND CONDUTT) RETAINING WALL PLAN SCALE: 1^=101 NOTICE 3. TEE o DISCRIPTIDN INDICATES CONDUCTOR I b LaJ P SDWMYN Q OUTDOOR WALLPACK IED FIXTURE. } 2 3 LED LUMINAIRE, OUTDOOR, WALL MOUNTED, 28W LITHONIA �RKkEo - NRE.A EMERGENCY U GHTI NG LUMIRAI RE, SELF -CONTAINED LITHONIA FxPIp•5 a, LHQM{EDFR NO LEGEND - HOME RUN DISCRIPTIDN INDICATES CONDUCTOR I INDLCATES NEUTRAL (DF DUPLEX RECEPTACLE Q OUTDOOR WALLPACK IED FIXTURE. POLE MOUNTED FLOOD LIGHT / I / murraysmilh," > GFCI GROUND FAULT CIRCUT INTERRUPTOR I EXIT LIGHT WITH DUAL LAMPS BILL OF MATERIALS: ITEM QTY DISCRIPTIDN REFERENCE 1 2 LED LUMINAIRE, INTERIOR LIGHTING, MULTIVOLT, 36W, 4 FOOT RAR LIGHTING FIXTURE. SHARK4-36NW/D10 2 3 LED LUMINAIRE, OUTDOOR, WALL MOUNTED, 28W LITHONIA TWRI LED P2 40K MVOLT BOB TXD 3 1 EMERGENCY U GHTI NG LUMIRAI RE, SELF -CONTAINED LITHONIA DBT(EMERG ENC( LIG HT WITH NICKEL CADMI UM BATTERY, LED LHQM{EDFR NO SIGN LAMPS, AND TWO 5.4W KRYPTON EMERGENCY WMP5. 3.34V q 1 LIGHT TOGGLE SWITCH, INTERIOR LIGHTS, SINGLE POLE, TWO HUBBELL POSITION, 20A. CSB120GY 5 1 PUSH BUTTON ENCLOSURE, 2 -HOLES, TYPE 4/4X/12/13,30.5MM. ALLEN BRADLEY 81 6 3 RECEPTACLE, GFCT, DUPLEX, 2Uq SURFACE MOUNTED. HUBBELL OFR53625GGY 1 WORKSHOP SUSPENDED ELECTRI C DNIT BEATER, I PHS, 200V, CHROMA LOX 3 KW, I INTEGRAL THERMOSTAT. HVH-O4-23-34-TL-000-P-0 g _3 SQUARE STRAIGHTSTEEL LIGHTING POLE, GALVANIZED, 20 R HOLOPHANE 5552044CP2 NO HG 9 3 POLE -MOUNTED LED FLOOD LIGHT, 52000 WMEN 4000K, 120- HOLOPHANE PREDATOR 2/ IV, WET LOEAR ON, 351. PLLED PI 40K MVOLT 65 KM G HARP 20kV WLTL 40 1 I IG HIT NG CONIDCTOR T 20VAC COIL, 1 POR ES, MAGNl(ALLY ALLFN�IRADLEY LATCHED, TYPE 12. SOND. 31 BE 1 PHOTOCELL, HEAVY DUTY, ADJUSTABLE SENSITIVITY, WEATHER INTERMATIC RESISTANT K41411 12 1 2 1.UTI ON SELECTOR SWITCH, ON -AUTO ALLEN -BRADLEY RDDT.H2A 13 1 3- POSITION SELECTOR SWITCH, HANG -OFF -AUTO ALLEN -BRADLEY BOOT -32A SOUTH HILLS 4TH LEVEL RESERVOIR TELEMETRY BUILDING - i�1 LIGHTING PLAN & HOMER U U,�LL,.1.A FSPR SET LIGHTING PLAN E-6 54 .1 65 RESERVEDEOR F— - jNSTOMER-1NSTALLEO - - - RADIO EQUIPMENT ---' --_T- WEST WALL INTERIOR ELEVATION SCALE: 3/4•=1' CATHODIC SEISMIC DISC. - OTECI PR VALVE SWITCH RER CONTROL a MINTPOWER - PANEL CENTER IT ........ .,_I -Z PLC PANEL I __ NEMA 12 WIREWAY 8"XB" NEMA 12 WIREWAY 8°X8" I T 1 T _ I SOUTH WALL INTERIOR ELEVATION SCALE: 3/4-V l I 1 EIGHT SWITCH - RESERVOIR GATING CONTACTOR EXTERIOR - H.HTS O 0 l . NORTH WALL INTERIOR ELEVATION SCALE: 3/,f =1' RESERVED FOR CUSTOMER -INSTALLED SECURITY ENCLOSURE FSPR SET�.L NOTICE .TE EO Ci`EPXN P Ff SHOT SOUTH HILLS P. swrcART 4TH LEVE �.� TELEMETRY BUILDING ELEVATIONS "�`E p ; murraysmith RESERVOIR E-7 aT IS s<A Cn CKE T � Rcr`L. xmnna�n �mn.rvm�wo NO. LATE BY REVISION EXPIRE fi 3 PATE 55 Of 65 g. J, TEEL � SEISMIC VALVE ovawn ACTUATOR CONTRACTOR TO DETERMINE EXACT <� cKEo NL KEYED NOTES: PANEL LP -2 INSTALLED INSIDE 36"%24"%8" PROVIDE TURNS O NEMA 4X ENCLOSURE. REQUIRED FOR SWITCH TRIP O2 PAN MONITORING PANEL NEMA 4X 30MM RED/GREEN PILOT LIGHTS MOUNTED ON tC-1224B X2 L-LP2-12A O3 WET LOCATION ROUGH SERVICE LED LUMINARE LTTHONIA O VAP-6000TH-PLC-MD-MVOLT-GZ10JOK-90CRT. 4 O FXHAUSTSEE MECHANICAL SHEETS 4 O FOR DETAILS. OUNIT HEATER, SEE MECHANICAL SHEETS O � L -N2-12 -SUPPLIED RESRVOIR LEVEL OOWNER TRANSMITTER. OHATCH ENTRY SWITCH (2). C -1224C -LP2- RECEPTACLE. L -W2 -1A FLOOD SWITCH I 6 9 5 2 L . L-Lrv[-b L-Lv[ 1 I �C-]224 rV SCHEMATIC VALVE VAULT NOTICE J, TEEL � P, RT ovawn IF - MR DOES CONTRACTOR TO DETERMINE EXACT <� cKEo NL KEYED NOTES: TO/FROM RESERVOIR_ A2,1 �L-LP1-4 /C-111 _T PLAN SCALF: V- I, LP-2 CRT 1 EN RY I NC murraysmilh` PANEL SCHEDULE: 24 VDC POWER SUPPLY 24VDC REPAY SEIMIC V CURRENT SWITCH FAN MONITORING SCHEMATIC SOUTH HILLS 4TH LEVEL RESERVOIR T �7 0ENGINEERING SEISMIC VALVE VAULT PLAN E_$ fi I 65 GENERAL NOTES: 1. CONNECTIONS AND CONDUCT LOCATIONS FOR REFERENCE ONLY. CONTRACTOR TO DETERMINE EXACT LOCATIONS. KEYED NOTES: PANEL LP -2 INSTALLED INSIDE 36"%24"%8" PROVIDE TURNS O NEMA 4X ENCLOSURE. REQUIRED FOR SWITCH TRIP O2 PAN MONITORING PANEL NEMA 4X 30MM RED/GREEN PILOT LIGHTS MOUNTED ON DOOR, SEE SCHEMATIC THIS SHEET, O3 WET LOCATION ROUGH SERVICE LED LUMINARE LTTHONIA E%HAUST FAN VAP-6000TH-PLC-MD-MVOLT-GZ10JOK-90CRT. FXHAUSTSEE MECHANICAL SHEETS 4 O FOR DETAILS. OUNIT HEATER, SEE MECHANICAL SHEETS FOR DETAILS. -SUPPLIED RESRVOIR LEVEL OOWNER TRANSMITTER. OHATCH ENTRY SWITCH (2). OGFCI RECEPTACLE. OVAULT FLOOD SWITCH 0ENGINEERING SEISMIC VALVE VAULT PLAN E_$ fi I 65 r MATERIAL LIST: PLCI ENCLOSURE LAYOUT a a^ s^ SIDLE 3--V-R^ E-9 m nT UNFACHEY AL ANY CORRUPTION UM n CANDUCS. .11 DESCRIPTION PRED)STEEL DIN FAIL 11 F ..m ARELEALF, 15A NEEDED 111FAR-RELAY RELIABLE s.m CARRY,, mEPA 40 1 IFERIATECES, ALLEN BRADLEY "VERCELLI RULED, ED AMEX � Oaso F®gggI i O`I1 YWWI III�IIIIII�IQIIWI�I IIWIiIf1111G1110111' _��������® LD+¢I6R CLTRIES PLAY, IN FORM C, w$PDTamVAC eon r � umN. l6ORT,CAUf �����s ����IIIINIII RI ERN O,E,,,,,,II NN®.'.91111111NIWIINIININIIY�I II p�PIIflIIII��wil�i��INIIII�I1111NIII�II����N��IIIIIIIIIIIIIIIIINNANiII�!���1 RELAY I FORM S ALL FEEL 24V AVEC COC Mill LOUIX END CAR MDER A, 1. I'LL, IX ATELOPIERNEW L EQUIPMENT MATERIAL LIST: PLCI ENCLOSURE LAYOUT a a^ s^ SIDLE 3--V-R^ E-9 m nT UNFACHEY AL ANY CORRUPTION UM n CANDUCS. .11 DESCRIPTION PRED)STEEL DIN FAIL 11 F E- ARELEALF, 15A NEEDED 111FAR-RELAY RELIABLE s.m CARRY,, mEPA 40 1 IFERIATECES, ALLEN BRADLEY "VERCELLI RULED, ED AMEX Oaso LD+¢I6R CLTRIES PLAY, IN FORM C, w$PDTamVAC eon umN. l6ORT,CAUf RELAY I FORM S ALL FEEL 24V AVEC COC LOUIX END CAR MDER A, 1. I'LL, IX ATELOPIERNEW SUREW CONENFUTTERN 11 RMINAL BE' " "I'D PRPULP ALLUCEPARLEY FUSE M]m MAX FUSE 41 11 MILLIFELI ALLEN IFFLAULM END CEREBRAL FORTERIKELEFFLUBLOCK ILLEEZ EN 9 x xswvus]F Fls DUPLEXtes UPC I -TERN mmEEu 36 ] 11 M6<G NIENTE UMUXn LMEDEAY IF. eTssmnnx 12 NSE O s ssvxclisaB pu[X-NMOEEv irvpUleapryRnmvER ]0 MSP60i6dBXv91HU 1 59xxExnmx xns[rwnxx MUWAR OC GA rtEwnxEi Rniuwrtcx EeaX EORrs� U CLEARFOR AT 11 UNCEIIESS ALLETURREADLEY EI TERMINAL n E usumnnn111—BAFOEo unwunuuCIFEEPAPPELL ETHERNET MEDIA MODULE px CoueU RAF AND FREEOPPLI 11 11 1<9LN6 At@N-RRADNv 24VDC FUSE HOLDER WEN LED BLOWN NLLEAUDIDP PE 6 vsaEan-Y AL¢" DLEY FREE ALFRED FOR 14— T - RD,Em.P� 141 DELAY NX - FSPR SETA IDLER, ANCLUT 12- POLAR FOR NARRAC NOTICE E1. STGX o S EXN'RSP EELECF y ` BIBNPE�� 5 °I SOUTH HILLS PLC1 ENCLOSURE murraysm►th �iri' 4TH LEVEL LAYOUT E'9 J. o,ros<Rt "AEE P ` RESERVOIR wecx[O R(y t.t nmean E No.:2�1 REVISIBN F:P RES 6 .b 22 11 of fi5 (RTERMINAL STRIP DETAILS E-8 scnce rvrs Q0 TS -1 TERMINAL STRIP DETAILS w TS -3 TERMINAL STRIP DETAILS E_g sca�E: rvrs E_g sine rvrs FSPR SET rvonce ors��rvEo �4`�srEe-r Rry SOUTH NILLS PLCI ENCLOSURE o�x�4j7j • murraysmrth T4TN LEVEL TERMINAL STRIP DETAILS E-10 o..� x:xa.. �. teat f n° RESERVOIR .XEx oaaw,xx �s cxecrEo ......n.�n ��x.rrvw.... 1100 1101 1102 1103 1104 1105 1106 1107 I3o8 1109 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 FWA N1 THIS SHEET THIS SHEET NOTICE u, TEE 1127 ED I BRAT POWER SUPPLY AGC -2-R I A FV -10 N -SOF 1128 1606-XLE24DE J. EN 6A �T xmio su 1126 THIS SHEET 1127 POWER SUPPLY AGC -2-R I A FV -10 N -SOF 1128 1606-XLE24DE 1120 6A POOL, L PST NO 1130 4A --- MOL -6-R FU -10A 1131 FU-IOH 1132 +29VOC AGC -1-R FU -101 1133 SPARE FU -103 15A SPARE (} 1135 1121 PH ILL MDL -15-R SPARE hTv 1122 GO FU -108 FUlOB FVSpB N10B DC INPUF SLOT 1123 2A to E12-1201 Ho AGC -2-R FU -'OC V IC FVIDC FU1OC OC INPUT SLOT2 1129 2A E12-1221 to AGC -2-R FU -100 -100 FUI00 FLUID DC INPUT SLOT3 1125 2A to E13-1301 l0 AGC- -R 1126 1137 1138 1139 murraysmith� SLOT to —t WIOG 1E 14-1406 10 +24V: RESERVOIR SIREN 10 OM: EE15 __FU_lOH FUIOH —mow E15 1506 - +24V: RESERVOIR LEVEL XMTR SOUTH HILLS 4TH LEVEL M. RESERVOIR N1 OCCOMI FSPR SET L PLCs ENCLOSURE CONTROL SCHEMATIC FU -10E 1127 AGC -2-R N -SOF 1128 L AGC -2 -R 1129 FU-IOG 1130 4A --- DL - 1131 FU-IOH 1132 A AGC -1-R FU -101 1133 SPARE FU -103 1134 SPARE N-lOK 1135 SPARE PH ILL 1136 SPARE 1137 1138 1139 murraysmith� SLOT to —t WIOG 1E 14-1406 10 +24V: RESERVOIR SIREN 10 OM: EE15 __FU_lOH FUIOH —mow E15 1506 - +24V: RESERVOIR LEVEL XMTR SOUTH HILLS 4TH LEVEL M. RESERVOIR N1 OCCOMI FSPR SET L PLCs ENCLOSURE CONTROL SCHEMATIC —FUlOF 1200 from 931 � T+39V:FNET SW FAIL FU30B 1201 L 1202 aI 03 'o 11 1205 HI1206 120] 1208 V 1209 1210 p 1211 c 1 1212 1214 ml 1216 AI 1212 rcl8 1219 +24VDC POWER DISTRIBUTION 1269 " A JMPACTLOGIX .from Ell DC INPUF$LOTI _ _ _ rrom -,I DC INPIT SLOT `SLOT SLOT J 16 -Pi Ot LF PLC1102 N30BN10B CR -LOP Cl O I:1/00 11 IN O UPS 1:1/00 FUU)B FU 1pB r __ ON UPS7 L1 1 LIAM IN 1I: 1/01 LOW BAT I:1 02 I 1/02 IN L ____J EI/02 FU IOF ENET SW L103 LI/03 SECURITY PANEL N 3 1:1/03 NIDB___N_SOB F INTRUSION SYSTEM ACI]VE —1 —^ > INTRUSION ALARM L RESERVOIR5_ L1 DO Ia 05 I:1/09 IN 4 I:1/OS /0 I:1/o9 L1/05 IN FLU) FLUOR - _ _ R --YM 06 L1/O6 IN L1/06 NLOB h R-ZAI L Y I: OJ I:1/02 IN CI/07 FU10B DCCOMI DC Co R -2q2 I I:I 08 1:1/08 Et/OB INB I{ R -LSH I:1 09 1:1/09 IN I:l/09 I R-LSL � I:110 IN SO I:1/10 FU100 GATEINIRUSIONEl _- 11 1:1/11 IN 11 ILL/11 1: 1:1/12 IN 12 1:1/12 I:L 13 I:1/13 IN 13 r: l4 LT/14 IN 19 1:1/14 1:115 I:1/15 IN 15 is/15 DCCOML DC COM INPUT POWER FAILURE ON UPS LOW UPS BATTERY ETHERNET SWITCH FAILURE INTRUSION SYSTEM ACTIVE INTRUSION ALARM RESERVOIR MOTION DETECT RESERVOIR HATCH INTRUSION RESERVOIR LADDER INTRUSION RESERVOIR HIGH LEVEL RESERVOIR LOW LEVEL GATEINTRUSION SPARE SPARE SPARE SPARE +24VDC POWER DISTRIDDiIDN SHOWN ON E-11 r 1 1230 1221 1222 1223 1224 1225 1226 1222 1228 1229 1230 1231 1232 1233 1239 1235 1236 1232 1238 1239 iMIC VAULT INTRUSION ;MIC VAULT FLOOD iMIC VALVE CLOSED ;MIC VALVE OPEN ;MIC CONTROLLER IER STATUS SMIC CONTROLLER TERY OR WIC CONTROLLER TERY LOW SMIC SENSOR ARMED ;MIC SENSOR TRIPPED RE RE RE RE RE RE FSPR SET 1 NOTICE ESI9ry o S IG,p� 5 s0 w t� 3. BRrrr B1Afi°` , � �� SOUTH HILLS PLC1 ENCLOSURE murraysm h �ir%' 4TH LEVEL DC INPUTS E-12 I. TELL RESERVOIR cnecReo Rn L F...• . •�' Np. DATE BY REVISION Wro sU IXPIPESfib/21 ea0re[T rvo.: 60 of 65 N I 1306 it €I 1311 rcl8 SLOT 3 +24VDC PDWER DISTRI UTIDN SHOWN ON E-11 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1338 1331 1332 1333 1334 1335 1336 1337 1338 1339 n FSPR SET�.L NOTICE TEEL SSExW IH Srv[[T � eleurc � SOUTH HILLS PLCl ENCLOSURE o 3 Bun 4TH LEVEL DC INPUTS E-13 D Nx e °.?EEL ,.. +�' murraysm�7h RESERVOIR x `kr� 0 UPIRB 6/30/221 61 of 65 NO, DATE BY REVISION vxD�EIT xD.: +24VDC POWER OISIRIBUIION SHOWN ON E-11 All 1400 F 1769 -OB COMPACR( m NLOE SLOT ^' Oam Ell 16 -Pr DrsCRETE LAST oc oVIVVI SLoi a PLC130: FU. BE LJ oc a laaz RESERVOIR 0— LIGHTING ON W 1403 0:4/00 s RESERVOIR 0— SIREN ON 1400 0:4/:4/ 01 DCCOMI +24VDC POWER DISTRIBUTION SEISMIC VALVE TO LIGHTING G0 OPEN COMMAND CONTACTOR - 1405 4 1 l 0:4/02 CR2i 11 D ACTUATOR SEISMIC VALVE AOCCOMI E-13 CLOSE COMMAND FCIRO "o -L10— r — 1406 *:,^ 0:4/03 ffom Ell dRom Ell 12 FUlOG SEISMIC SENSOR $ RESET/REARM POWER SHOWN ON E-11 D:4/D4 1607 r ------ PARE 0- 5 0:4/05 L408 I+ SPARE SEISMIC VALVE 0:4/06 1409 ACTUATOR SPARE C0.9 �o 0:4/07 1410 SPARE 0- 1411 0:4/08 SPARE 0:4/09 1912 SPARE a 1413 0:4/10 SPARE 0:4/11 1914 SPARE D:9/12 1415 SPARE / 0:4/13 1616 3 SPARE 0:4/14 la]] SPARE y 0:4/15 1418 1419 DCCOMI +24VDC POWER DISTRIBUTION l4zD 1421 1422 1423 1424 1425 1426 1422 1428 1429 1430 1431 1432 1433 1434 1435 1436 143] 1438 1439 FSPR SET 1 NOTICE JETE o yt4 a0 ei l. 3. B�R[TT , SOUTH HILLS PLC1 ENCLOSURE IFTEA BAR DOE' [ND murraysm�7h` 4TH LEVEL RESERVOIR DC OUTPUTS E-14 KE E L m „ . .E L. N. DATE av REVISION mTO su EXPIRES 6/30r22 62 of 65 14� TO LIGHTING G0 T 4 CONTACTOR - 4 1 l SHO WN ON E-6 CR2i 11 D ACTUATOR SEE DWG AOCCOMI E-13 FCIRO "o -L10— r CRIr�� *:,^ ffom Ell dRom Ell 12 FUlOG DCCOMI RESERVOIR SIREN POWER SHOWN ON E-11 r ------ 5 x I I+ 33 — L SEISMIC VALVE ACTUATOR C0.9 �o CRS l4zD 1421 1422 1423 1424 1425 1426 1422 1428 1429 1430 1431 1432 1433 1434 1435 1436 143] 1438 1439 FSPR SET 1 NOTICE JETE o yt4 a0 ei l. 3. B�R[TT , SOUTH HILLS PLC1 ENCLOSURE IFTEA BAR DOE' [ND murraysm�7h` 4TH LEVEL RESERVOIR DC OUTPUTS E-14 KE E L m „ . .E L. N. DATE av REVISION mTO su EXPIRES 6/30r22 62 of 65 14� 4 1 l - 5 —L J CR2i SEISMIC VALVE D ACTUATOR SEE DWG E-13 l4zD 1421 1422 1423 1424 1425 1426 1422 1428 1429 1430 1431 1432 1433 1434 1435 1436 143] 1438 1439 FSPR SET 1 NOTICE JETE o yt4 a0 ei l. 3. B�R[TT , SOUTH HILLS PLC1 ENCLOSURE IFTEA BAR DOE' [ND murraysm�7h` 4TH LEVEL RESERVOIR DC OUTPUTS E-14 KE E L m „ . .E L. N. DATE av REVISION mTO su EXPIRES 6/30r22 62 of 65 ry I 1500 - v 1519 SLOT Q B -CH ANALOG INPUT(CURRENT) r1401 a PLclaol 1501 ® 1520 OCCOMI vw 0+ VIN 4+ Trom 111 COM: SEISMIC VALVE 1502 1:5 0- SEISMIC 1521 N V/IIN 0- VALVE POSITION V/IIN a - N I 1103 ITl 2 Ialoo+ lszz ❑9 1 Ia/oa+ LIJTS-3 TS -3 11N 0+ CS/00 TS -3 S-3 ".N. 1504 Ir23 2 n�_� 1523 TTS -3 1506 FJIOH V/IIN 1-5- rll m E�4 — M:RESERVOIR LEVEL%MTR FU lOX RESERVOIR I:5/O5+ 1507 3 4 LEVEL 1526 11 32 T$-3 T5-3 IIN ]+ 15/O1 TPANSMIREP TS -3 5-3 IIN 5+ 1:5/O$ _J IG 11,01- I- 15,05 - ITS -3AN LGCOM 15]] T — TS -3 ANLGCOM ] I 1511 QS 3 6 S 3 IIN d+ I:5 02 SPp0.E 1530 ltt 3 1 3 IM 066+"1512 + SPADE El 06 1512 �G 1'5 X02 153] �G 1:5/O6 - TS -3 ANLGCOM T$ -y pNLGCOM ]I 1513 VIN 3+ ® 1332 IN ]+ 1519 V/IIN 3- 1533 V/IIN J- 1 I 15/03+ CS/0]+ 3515 O 0 SPADE 1539 ]5 16 SpgpE TS -3 5-3 IIN 3+ I'. s/03 TS -3 -3 IN ]+ 1:5/07 nI is lfi ❑G 1:5/03 1535 ❑G 15/0] OM ITS -3 ANLGCOM l5]]n ® ]536 n Isis 153] c.® ® FSPR SET �I T5-' - NoncE SRN IN�F�q 4 __J ® lsza — vm l+ 0 y JBIR VINs+ murraysmilh` � a` PLCS ENCLOSURE ANALOG INPUTS E-15 a; 1506 FJIOH V/IIN 1-5- rll m E�4 — M:RESERVOIR LEVEL%MTR FU lOX RESERVOIR I:5/O5+ 1507 3 4 LEVEL 1526 11 32 T$-3 T5-3 IIN ]+ 15/O1 TPANSMIREP TS -3 5-3 IIN 5+ 1:5/O$ _J IG 11,01- I- 15,05 - ITS -3AN LGCOM 15]] T — TS -3 ANLGCOM ] I 1511 QS 3 6 S 3 IIN d+ I:5 02 SPp0.E 1530 ltt 3 1 3 IM 066+"1512 + SPADE El 06 1512 �G 1'5 X02 153] �G 1:5/O6 - TS -3 ANLGCOM T$ -y pNLGCOM ]I 1513 VIN 3+ ® 1332 IN ]+ 1519 V/IIN 3- 1533 V/IIN J- 1 I 15/03+ CS/0]+ 3515 O 0 SPADE 1539 ]5 16 SpgpE TS -3 5-3 IIN 3+ I'. s/03 TS -3 -3 IN ]+ 1:5/07 nI is lfi ❑G 1:5/03 1535 ❑G 15/0] OM ITS -3 ANLGCOM l5]]n ® ]536 n Isis 153] c.® ® FSPR SET �I - NoncE SRN IN�F�q 4 eEr oEsl�neo 0 y JBIR pleWER ,�. -`Evr xLy'L. murraysmilh` � SOUTH HILLS 4TH LEVEL RESERVOIR w..F...�. .......oma PLCS ENCLOSURE ANALOG INPUTS E-15 a; ° �.r KEo L IXPIPFS 6/30�2R 63 of 65 j NO. DATE 9Y REVISION a -T Lq: SINGLE -MODE FIBER GENERAL NOTES: 1, SHIELDED, 6OGV RATED CATEGORY 6 CABLE 15 REQUIRED IN ALL DRIVE CABINETS. SEE SPECIFICATION SECTION 22 30 M FOR DETAILED REQUIREMENTS. 1. CONDUIT FOR FIBER INSTALLED BY CONTRACTOR FIBER INSTALLEDAND TERMINATED BY SUB. FSPR SET�� NOTICP1. S�jO PRpp UESIGiEEll IN g x °BRIEF \Y SOUTH HILLS NETWORK DIAGRAM 1.o N ' Eo i] 4TH LEVEL E-16 IF o.To,U „KEEL p R �`� murraysm�7h RESERVOIR NO. DATE BY 1 Fu—P---67—x72-2— raWecF xO.: 1 SULe:I DATE SEPIEUSER 2020 66 0 65 PLET RRTU-36) ENCLOSURE 511/511 ENET CAT6 SW. CU SERITY PANEL 53.1 IP ADDRESS 10.3.2.96 52.6 MENCOM P 52.3 j ADDRESS 10.3.2.6 S2.1 52.2 I I CAT6 COMPACTLOGIX PROCESSOR ADVAMECH 1769-L30ER pgNEI PC IF ADDRESS IP ADDRESS 10 3.2.36 10.3.2.126 GENERAL NOTES: 1, SHIELDED, 6OGV RATED CATEGORY 6 CABLE 15 REQUIRED IN ALL DRIVE CABINETS. SEE SPECIFICATION SECTION 22 30 M FOR DETAILED REQUIREMENTS. 1. CONDUIT FOR FIBER INSTALLED BY CONTRACTOR FIBER INSTALLEDAND TERMINATED BY SUB. FSPR SET�� NOTICP1. S�jO PRpp UESIGiEEll IN g x °BRIEF \Y SOUTH HILLS NETWORK DIAGRAM 1.o N ' Eo i] 4TH LEVEL E-16 IF o.To,U „KEEL p R �`� murraysm�7h RESERVOIR NO. DATE BY 1 Fu—P---67—x72-2— raWecF xO.: 1 SULe:I DATE SEPIEUSER 2020 66 0 65 TELEMETRY BLDG PLC rY-L OWHIGH-HIGH MOTION HATCH UWDER RESERVOIR VAULTVALVE RESL LEVEL DEJECTIONINTRUSION INTRUSION SIREN INTRUSION OPEN CLOSE CLOOSSED OOPPEEE\N FAAUULLT PO/SIITTIION LEEPnnVIIE��L FLOOD T T T I T Y Y Y Y Y I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I M I I 1011 10 10l I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I 0.46 MG RESERVOIR LEGEND: sx I IDI I I I I I I I I I I I I I I I I I I I I I I MPING --�-- __ I I I I I---9GNAL WIRING I I I I I I I I I I I I 3 O HYDRODYNAMIC Q MOTOR OPERATED INLET MIXING .Khh. CONTROL VALVE TS 10 SYSTEM VALVESET 102 102 \ ISLL O CHECKVALVES ISOLATION VALVE 1D1 - I I I I I I I I TS I I I I I I I I 203. I I I I I I I I SCHEDULE: l J LIT LEVEL INDICATING TRANSMITTER I I I I LSH aoOo swlrcH B"DRAINO S SO ZA ZT LIT LSLL RESERVOIR LOW LOW LEVEL FLOAT SWITCH LEH201 201 201 201 201 20l MOV MOTREGOR R HIGHVALIGHVE LEVEL FLOAT SWITCH MOV MOTOR OPEECTION SWI M TO/FROM MS MOTION DETECTION SWITCH SYSTEM 16"INLET/OUTLET 16" YAINTRUSION ALARM I-SENSINGLINE YS INTRUSIONSWITCH ZVALVE CLOSED SWITCH I ZED SO VALVE OPEN SWITCH ZA VALVE ACTUATOR ALARM LSH ZT VALVE POSITION TRANSMITTER TO STORM 201 DRAINAGE GENERAL NOTES: SYSTEM SEISMIC VALVE VAULT 1. SEE ELC LUNDkLSHEETS EOR SPECIFIC 1/0 POINTS. 2, SEISMIC CONTROLLER SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS IN SECTION 25 32 11, SEISMIC PROTECTION SYSTEMS. FSPR SET NOTICE of ;GN DP\ `T °may 'DEN 8°61PE, P) SOUTH HILLS PROCESS AND oEN � 0 4TH LEVEL INSTRUMENTATION DIAGRAM I -L OT.o=r,Fp f murraysm,h �n RESERVOIR NO, DATE BY REVISION E%PIPFS 6 )D 42 am KT No.: T9 xsxl su 6S of 65