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Plan, Tentative APPLICANT 6/1/2020
/ IJ l / /14 Ad �- ��. &SLOPE ' / EASEMENTS PRIVATE ACCESS EASEMENTS FOR TAX LOT 6300 OFFSITE EASEMENT x / - / /OFFSITE EASEMENT/ / J Y SLOPEI IS / EASEMENT �> �J TAX LOT 6300 LDR ZONING CITY OF SPRINGFIELD TAX LOT 6300 _� \�\�� \ \\\\\\�\• LDR ZONING CITY OF /iPRINi� Li / \ TAX LU 1 1 )0\ \ \ \'LDR ZONING CITY OF / \\SPRINGFIELD � gym'\A'A\K:"1A1'\\\ \ TAX LOT 100 ^\\ LDR ZONING CITY OF \ & SLOPE 14' PRIVATE UTILITY EASEMENT �\ TAX LOT 6500 //// / �// /'•�' / /�/�/./ / / /� //// iLDR ZONING CITYO FOR TAX LOT 6500 \ \ SPRINGFIELD TAX LOT 6500 \LDR ZONING CITY OF / /// / / / / � ✓�� // / /// / \ \\\\ \ SPRINGFIELD — / z / /r^ DISTURBED GROUND SEED MIX' / //// // 10' PRIVATE VEGETATION �✓i.. ,TYPICAL - - /////// / �SETBAC K EASEMENT GRASS LINED SWALE 5LED MIX NOTE: SEED ALL DISTURBED AREAS ZONING CITY OF /"ox N\ LINED SWALE SEED MIX =; t FDISTURBED TYPICAL RBED BUFFER L' 77-77-7 PROPOSED SEEDING- DISTURBED GROUND MIX PROPOSED SEEDING - GRASS -LINED SWALE NATIVE MIX DISTURBED GROUND SEED MIX Disturbed Ground/ Late Seeding Mix + Grasses (4-6 PLS Ib/ac) Grass (50%) Elymus glaucus Elymus tmchycaulus Festuca roamed Koeleria macmntha Pea secunda Fortis (50%) Achillea millefolium Amsinckia menziesii var. intermedia Artemisia douglasiana Clarkia amoena Collinsia grandiflora Collomia gmndiflora Epilobium densiftorum Eriophyllum lanatum Gilia capitata Lomatium nudicaule Lotus purshianus Lupinus rivularis Madia elegans Mania gracilis Plectntis congesta Prunella vulgaris var. lanceolata Ranunculus occidentalis Rumex salicifolius Sidalcea maldflore ssp. mrgata Solidago elongata % 1 1.5 1.5 1.5 GRASS LINED SWALE SEED MIX Gress -Lined Swale - Native Seed Mix (4-6 PLS Ib/ac) + 9j LANDSCAPE ARCHITECTS + Percentages are by weight: SCHIRMER SATRE Hordeum brachyantherum (Meadow Barley) 25 Danlhonia californica (California Catgrass) 15 Elymus glaucus (Blue Wild Rye) 10 Bromus cannatus (Califronia Brome) 10 Festuca romerii (Roamers Fescue) 10 Deschampsia cespitosa (Tufted Hairgress) 10 Agrostis exarata (Spike Bentgrass) 10 Alepecums geniculatus (Water Foxtail) 5 Deschampsia elongate (Slender Hairgress) 5 ��,✓✓,.\,L\ �i\m\� .GRASS LINED SWALE SEED MIX \ \ \ / >/ \` — _ PLANTING REQUIREMENTS ,. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM / I / OWNER'S REPRESENTATIVE. 2. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OOR'S EX MANN RRAPPROVED BYITHE GENERAL CO TRACTOR.PENSE AND INA 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. S. PROVIDE SUPPLEMENTAL IRRIGATION FOR ESTABLISHMENT PERIOD OF STREET TREES AND SITE LANDSCAPING. 6. PREPARE ALL DISTURBED AREAS PER CIVIL PLAN. SEED ALL DISTURBED AREAS WITH A NATIVE GRASS SEED MIX APPLIED AT SUPPLIERS RECOMMENDED RATES. SUBMIT MIX FOR APPROVAL. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05-01-20 + 9j LANDSCAPE ARCHITECTS + SCHIRMER SATRE pps aop;s p=a=p pQOQLL_ a o r "° <oWoo= LIJ w LL o�wa�w E W m v m zrcyo Qa J) W N urcF3��y LU W v E wKwo'< ' W = C DV=LLopa rc s p U� L ! G(iAq�T�RC lSV1V 0 J W Z > LL LU J J z a=OR o �0 N Z J 00 H = mo \0 Q 2 w—a J ���� a °W� SCALE," = 50 - 0" 0' 25' 50' ,MI' Reaiaana # Dale D crl o Ss a n` o` u o a L 1.0 y y I;ujmb SOUTH HILLS SPRINGFIELD UTILITY BOARD 4TH LEVEL RESERVOIR GENERAL DRAWINGS APRIL 2020 ELECTRICAL SITE PLAN REVIEW SUBMITTAL VOLUME X OF X 2 G-2 SSYYMBOLSADLLEGND ER SHEET/VICHNITY MAP/O4 ON MAP NDE%OFDMW NGS % E-2 ONELINE DIAGRARICAL SUE MAN 3 G-3 ABBREVIATIONS 99 E-3 CONDUET PIAN McKenzie River �UGB -CITY LIMI P✓/llamette R/per � y� \� PROJECT LOCATIONLOCATION VICINITY MAP SCALE: V=5,"' murraysm►7h 'I"% YS 888 SW 5TH AVENUE, SUITE .70 WRTLAND, OREGON 97209 P So3.225.9010 9 G-9 GENERAL NOTES SO E-9 CABLE AND CONDUIT SCHEDULE 5 ESC -1 EROSION& SEDIMENT CONTROL NOTES & DETAILS 6 ESC -2 EROSION& SEDIMENT CONTROL RESERVOIRSETE 52 ESC -3 EROSION& SEDIMENT CONTROL ROADWAY & PIPING CIVIL E-] TELEMETRYBUILDING ELEVATIONS 8 C-1 EXISTING CONDITIONS, SU RVEY CONTROL, AND TREE REMOVAL FLAN 9 C-2 OVERALL SPIE LAYOUT FLAN 10 C-3 SITE AND GRADING PLAN 11 C-9 ACCESS ROAD GRADING PLAN 12 C-5 ACCESS ROAD PROFILE 13 C-6 SITE PIPING AND DRAINAGE FLAN 19 C-] DRAINgGE PIPING PROFILE 15 C-8 RESERVOIRSECRONS 16 C-9 WATERLINE PIAN ll C-10 WATERLINE PROFILE 18 C-11 LEVEL SPREADER PLAN AND DETAILS 19 C-12 ACCESS ROADNPICALSECRONS 20 C-13 RETAINING WALLA' PLAN & PROFILE 21 C-19 RETAINING WALL'B' PLAN&PROFILE 22 C-15 CRILDETAILS-1 23 C-16 ==DETAILS -2 29 C-1] CRILDETAILS-3 25 C-18 STANDARD DETAILS -1 26 C-19 STANDARD DETAILS -2 ARCHITECTURAL 27 A-1 TELEMETRY BUILDING PLAN AND ELEVATIONS 28 A-2 TELEMETRY BUILDING ARCHITECTURAL DETAILS -1 29 A-3 TELEMETRY BUILDING ARCHITECTURAL DETAILS - 2 STRUCTURAL 30 5-1 GENERAL STRUCTURAL NOTES 31 5-2 GENERALSTRUCTURAL NOTES QUALITY ASSURANCE 32 5-3 GENERALSTRUCTURAL NOTES QUALITY ASSURANCE 33 5-9 RESERVOI R FOUNDATION PLAN AND SECTION 39 5-5 RESERVOIRSTRUCTURALDETAILS 35 5-6 RESERVOIR STRUCTURAL DETAILS 36 5-7 RESERVOIR STRUCTURAL DETAILS 37 5-8 TEIEMTRY BUILDING PLAN AND SECTIONS 38 5-9 TEIEMTRY BUILDING CMU D. IS 39 5-10 TEIEMTRY BUILDING STRUCTURAL DETAILS MECHANICAL 90 M-1 RESERVOIR FLOUR PLAN AND ELEVATION 91 M-2 RESERVOIR PIPING DETAILS 92 M-3 RESERVOIR INLET MIXING SYSTEM 93 M-9 RESERVOIR LADDER&ACCESSDETAILS 99 M-5 RESERVOIR MISCELLANEOUS DETAILS 95 M-6 SEISMIC VALVE VAULT PLAN&SECTIONS % M-] TELEMETRY BUILDING HVAC PLAN 4 KIIow A311ati bO�OW. Call befan you dig. 51 E-5 GROUNDING FLAN 52 E-6 LIGHTING PIAN 53 E-] TELEMETRYBUILDING ELEVATIONS 59 E-8 SEISMIC VALVE VAULT PIAN 55 E-9 PLC1 ENCLOSURE LAYOUT 56 E-10 PLCI ENCLOSURE TERMINAL SERIF DETAILS 57 E-11 FLCI ENCLOSURE CONTROL SCHEMATIC 59 E-12 PI -Cl ENCLOSURE DC INPUTS 59 E-13 PIECE ENCLOSURE DC INNTS 60E14 PLC l ENCLOSURE DC OUTPUTS 61 E-15 FLCI ENCLOSURE ANALOG INPUTS INSTRUMENTATION AND CONTROL 62 I-1 PROCESS AND INSTRUMENTATION DIAGRAI 4 KIIow A311ati bO�OW. Call befan you dig. LOCATION MAP SCALE: V=1,W0' ATTENTION OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES ADOPTED BY THF OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OPP I1ull 952-001-0010 THROUGH CAR 952-001-0090RA . THE CONE MAY OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER (NJTE: THE TELEPHONE NUMBER MR THE OREGON UTILITY NOTIFICATION CENTER IS S03-246-6693.) 19-2621.0600 11b FERNHILL LOOP 0O. -CA �y ��`6? s>• N y PROPOSED —FOy e ED EO HER DR SITE ACCESS ROAD IVYST PROJECT mss+ R LOCATION 11 II GUY LIMITS i _ "— 2 LOCATION MAP SCALE: V=1,W0' ATTENTION OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES ADOPTED BY THF OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OPP I1ull 952-001-0010 THROUGH CAR 952-001-0090RA . THE CONE MAY OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER (NJTE: THE TELEPHONE NUMBER MR THE OREGON UTILITY NOTIFICATION CENTER IS S03-246-6693.) 19-2621.0600 PIPE SYMBOLS VALVE SYMBOLS TOPOGRAPHIC LEGEND PLANT SCHEMATIC PUINT SCHEMATIC OS ATIC EXISTING PROPED ® WELDED ]DINT =1I � �i�— BUTTERFLY VALVE WATERLINE JO'W —12-DIW— H F WED JOINT �� GATE VALVE ELECTRICITY E —E— GAS-4-G— E—GAS4'G —4-G— Q GROOVED END JOINT �'.� �:� GLOBE VALVE TELEPHONE/IELEMETRY T —T— ^,;I�,I� RI��I, GABLE TELEVISION —CAN— —CAN— MEOIAIIICAL]C[NI 1"v.r BOLL VALVE �" 54MTA0.Y SEWER LINE 855 8'SS PUSH-ON MINT (RUBBER GASKET) � BALANCING VALVE SANITARY SEWER FORCE MAIN 6-FM —6-FMS LA �I AI FNGED COUPLLNG ADAPTER 1-T— DIAPHRAGM VALVE STORM DRAIN 8'SD —B"SD— .�r� NLVE0.T -- — — '-� --O=O— DOUBLE BALL FLEXIBLE EXTENSION ODUPUW PLUG VALVE (TOP) ABANDON PIPE f}fff}ffffffJ- ( J FLEXIBLE ODUPUW W/THRUST RING . PLUG VALVE (SIDE) DRAINAGE DITOI —X —X I FENCE ELBOW UP W PLUG VALVE CHAIN LINK FENCE LSJI�� 3-WAY •• ,• ,• ^ (}� ELBOW DOWN TEMPORARY SILT FENCE SWING CHECK VALVE GUARDRAIL TEE UP I—� \� ROCK WALL DOUBLE CHECK ASSEMBLY USN LINE KWWWI � ILII / b1 TEE DOWN BALLSWING CHECKCENTS CENTERLINE LATERAL UP Lp �p�J SLEW CHECK VALVE EASEMENT/PROPERTY LINE -- '�+ NERAL DOWN RIGHT-OF-WAY �JCf` PRESSURE REDUCING VALVE EWE OF PAVEMENT/AC CONCENTRIC REDUCER EWE OF GRAVEL — — Y'iaY O�I�ViI�4 i MTTUDE CONTROL VALVE cum�I ECCENTRIC REDUCER L����� SOLENOID VALVE SIDEWALK S/w UNION ST0.URU0.F C0. FACILITY D D CONTOUR ME NOR BLIND FLANGE RELIEF VALVE / — lG/J 417YLCIXJTOU0. MAJOR —2W— �2(q— L�] ] GAP MANHOLE 0 0 LONG SLEEVE D. ��� NEEDLE VALVE CLEAN-WT O O GATOI BBD INLET D p FLE#BLECWPLING � 105E VALVE THRUST BLOCK 0 GAPPED END CA PLUGGED END REDUCED PRESSURE BACKFLOW VALVE ® • PREVENTE0. W/GATE VALVES ^ AI0.IWECIION ASSEMBLY I " FITTING HOSE BIBB TEMPORARY BLOW-OFF ASSEMBLY MR RELEASE ASSEMBLY FOJ SECTION AND DETAIL DESIGNATIONS MISCELLANEOUS PIPING SYMBOLS FIRE HYDRANT ASSEMBLY n w SECTION DESIGNATIONS DETAIL DESIGNATIONS WATER METER HE ■ L A SECTION LETTER DETAIL ® STRAINER DESIGNATION2NUMBE0. PULL BOX/JUNCTION BOX SIGHGLASS UTD-ITY SHEET ERE SECTION WHERE DETAIL PRESSURE GAUGE W/COCK GW IRE IS SHOW' IS SHOWN-IGHPOST + P SECTION LETTER DETAIL PRESSURE SWITCH W/OOCK GEOTECHNICAL BORING OR TEST PIT CESIGNATION NUMBER SECTION A DETAIL z SIGN SCALE: 2 SCALE: 2 ❑M METER SHEET FROM WHICH SHEET FROM MUCH BENCHMARK 0 SECTION WAS TAKENDETAILWAS TAKEN' SP SLIP ON IOINT PIPE TREE DECIDUOUS a ORESTRAINED IOINT PIPE TREE CMFEROUS Li ii NOTE SAMEDIWING,A DRAWING NUMBS DETAIL CALL-OUAND T ARESHOWNON THE SITE PLAN REVIEW SUBMITTAL SAME DMW[NG� DRAWING NUMBER IS REPLACED WITH A DASH. Nona KAU PON LSE FNARYORLY EF H °®6"`° RELT`°"`RYON'°" — SOUTH HILLS BAB < SYMBOLS AND LEGEND IFTHM MR ooe °"Aw" February mm 4TH LEVEL G-2 HE.O I.l ECK murraysmi h RESERVOIR mFn oRnwHW Hs wOFF Murra Ysmi[F Frxrvcnean w�ary xnaan NOT To sx�t ..........:.. 10. DATE BY REVISION @ AT CONN CONNECTION FT FEET / MOT IRT LOW MINT PAD RADIUS UG UNDERGROUND AASWO AMERICAN ASSOCIATION OF STATE CONST CONSTRUCTION FTG FLUTING IAS LARGE RC REINFORCED CONCRETE UH UNIT HEATER HIGHWAY d TRANSPORTATION OFFICIALS CONT CONTINUOUS/CONTINUATION FUT FUTURE LS LONG SLEEVE/LUMP SUM RCP REINFORCED CONCRETE PIPE UN UNION AB ANCHOR BOLT CONTR CONTRACT (OR) FXT0. LXTUM IT LEFT M ROAD /FBOF DRAIN UON UNLESS OTHERWISE NOTED AMN(D) ABANDON (ED) WORD COORDINATE LVL LEVEL RWR REDUCER USGS UNITED STATES GEOLOGIC SURVEY ABS ACRYLONITRILE BUTADIENE STYRENE COP COPPER G GAS LWL LOW WATERLINE PER REFERENCE W ULTRAVIOLET ABV ABOVE CORP CORPORATION GA GAUGE FEAR REINFORCE (D)(ING)(MEW) UVT ULTRAVIOLET TRANSMITTANCE ACASPHALT ICCONCPETE CORK CORRUGATED GA GALLON MAN MANUAL MQ'D REQUIRED ACP ASPHALTIC CONCRETE PAVING OF CONTROL MINT GALV GALVANIZED MAIL MATERIAL RES RESERVOIR V VENT/VOLT AD) ADJUSTABLE O'IG COUPLING GC GROVVM COUPLING MAX MAXIMUM FE40. RESTRAINED VAC VACUUM ADJC ADJACENT CPUC CHLORINATED POLYVINYL CHLORIDE GFA GROOVED FLANGE ADAPTER MCC MOTOR CONTROL CENTER MC, RESTRAINED FLANGE COUPLING ADAPTER VB VACUUM BREAKER AFF ABOVE FINISHED FLOOR C0. CRUSHED POCK a GALVANIZED IRON MCP MASTER CONTROL PANEL MND ROUND VBOX VALVE BOX AM ABOVE FINISHED GRADE CS COMBINED SEWER OR GALVANIZED IRON PIPE MECH MECHANICAL M ROUGH OPENING VC VERTICAL CURVE AHR ANCHOR MR CONCRETE SEWER PIPE 0 GRIP JOINT MET METAL ROW or S/W PIG HT OF WAY VERT VERTICAL AL ALUMINUM Cf COURT GL GLASS MFR MANUFACTURER "BPD REDUCED PRESSURE BACKFLOW VFD VARIABLE FREQUENCY DRIVE ALT ALTERNATE QR CENTER GLV GLOBE VALVE MGD MILLION GALLONS PER DAY PREVENTION DEVICE WL VOLUME AMP AMPERE CU CUBIC GND GROUND MH MANHOLE RPM REVOLUTIONS PER MINUTE VCP VITRIFIED OAY PIPE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CAV CULVERT GPD GALLONS PER DAY MIN MINIMUM IT, RAILROAD VT0. VENT THROUGH ROOF APPMX APPROXIMATE CV CONTROL VALVE GPH GALLONS PER HOUR FIPT MALE IRON PIPE THREAD PST REINFOFONG STEEL APPVD APPROVED ON CLOCKWISE/COLD WATER GPM GALLONS PER MINUTE FISC MISCELLANEOUS RT FIGHT W WATER APWA AMERICAN PUBLIC WORKS ASSOCATION O' CUBIC YARDS GPS GALLONS PER SECOND Ml MECHANICAL JOINT W/ WITH ARCH ARCHITECTURAL CYL CYLINDER LOCK GR GRADE ML MIL OTER SAW SALVAGE W/O WITHOUT ARV AIR RELEASE VALVE GR IN GRADE ONE MON MONUMENT/MONOLITHIC SAN SANITARY WM WALL TO WALL ASCE AMERICAN SN ETY OF CIVIL ENGINEERS D DRAIN BRIG GRATING MOT MOTOR SC SOLID CORE WC WATERCLOSET ASSN ASSOCIATION DC DIRECT CURRENT GV GATE VALVE MR MILEPOST SCHED SCHEDULE WD WOOD ASSY ASSEMBLY DER. DEFLECTION GRVL GRAVEL MSL MEAN SEA LEVEL SD STORM DRAIN WF WIDE FLANGE ASTM AMERICAN SOCIETY MR TESTING DET(S) DI DETAIL(S)NG DUCTILE IRON GYP GYPSUM MTD MOUNTED SDL SADDLE WH WALL HYDRANT d MATERIALS DIA DIAMETER SD0. STANDARD DIMENSION RATIO WWR WATER HEATER ATM ATMOSPHERE DIM DIMENSION HB HOSE BIBB NA NOT APPLICABLE SECT SECTION WI WROUGHTIMN AUTO AUTOMATIC MR DIRECTION HC HOLLOW CORE NC NORMALLY CLOSED SHLD, SHOULDER WL WATERLINE AUX AUXILIARY MR DISPENSOR HDPE HIGH DENSITY POLYETHYLENE NF NEAR FACE SHT SHEET VIM WATER METER AVE AVENUE DIST DISTANCE HDR HEADER NIC NOT IN COMPACT SIM SIMILAR WP WORKING MINT WATERPROOFING AVG AVERAGE DN DOWN HEAVE HARDWARE NO/NO. NORMALLY OPEN/NUMBER SLP SLOPE WS WATER SERVICE AWWA AMERICAN WATER WORKS ASSOCATION DR DRIVE HGR HANGER NOM NOMINAL SLV SLEEVE WSDOT WASHINGTON STATE DEPARTMENT M DOWNSMUT HGT HEIGHT NORM NORMAL SOLN SOLUTION OFTMNSPORTATION BBS BELL d SPIGOT DWG DRAWING HH HANDHOLD NPW NON -POTABLE WATER SP SOL PIPE /SEWER PIPE WT WEIGHT BC BOLT CIRCLE DWI BOWEL HM HOLLOW METAL NPS NON -RISING STEM SKI SPECIAL MIT WATER TREATMENT PLANT BD BOARD DWV DRAIN WASTE AND VENT HNDPL HAND PAIL NTS NOT TO SCALE SPEC (S) SPECIFICATION (S) WIRT WATERTIGHT BETW BETWEEN DWY DRIVEWAY HOA HAND -CFF -AUTO SM SPACING WWF WELDED WIRE FABRIC BF BOTH FACE HOR HAND -CFF -REMOTE OTOO OUT TO OUT SPL SPOOL WWTF WASTEWATER TREATMENT FACILITY BFD BACKFLOW PREVENTION DEVICE EA EACH HOMY HOUZONTAL OC ON CENTER SPIT SUPPORT WWTP WASTEWATER TREATMENT PLANT BILL BACKFILL ECC ECCENTRIC ryp HIGH PRESSURE / HOMEMWE0. CO OUTSIDE DIAMETER SQ SQUARE BN BUTTERFLY VALVE EF EAC HW HIGH PRESSURE GAS COOT OREGON DEPARTMENT OFTRANSPORTATION SQ Fi SQUARE FONT XSECI CROUSSECIION BHP BRAKE HOMEMWE0. EL ELB LEATION ELBOW HE HIGH POINT OF OVERFLOW/OUTSIDE FACE SQIN SQUARE INCH XFM0. TRANSFORMER BKGD BACKGRW NO EIEC ELECTRICAL HR HOUR BONG OFENING SQYD SQUARE YARD BLW BUILDING ENCL ENCLOSURE HSB HIGH STRENGTH BOLT OF OPPOSITE SS SANITARY SEWER YD YARD DRAINNARD BLK BLOCK EOR EWE OF PAVEMENT HV HOSE VALVE CRIG ORIGINAL SSA STAINLESS STEEL YH YARD HYDRANT BLVD BOULEVARD FPC LASTOMEMC PIPE CONNECTOR HVAC HEATING, VENTRATION, MR WHD CNERHFAD ST STREET YR YEAR BM BENCHMARK/BEAM EMM ETHYLENE PROPYLENE DIENE MONOMER COND17MING STA STATION BMP BEST MANAGEMENT PRACTICE W EQUAL "I HIGH WATER ONE MD PROCESS d INSTRUMENTATION DIAGRAM STD STANDARD ZN ZINC BO BLOW -OFF EQSP EQUALLY SPACED HWY HIGHWAY PC MINT OF CURVE STEP SEPTIC TANK EFFLUENT PUMPING BOC BACK OF CURB DOW EQUIPMENT HYD HYDRANT PCC MINT OF COMPOUND CU 0.VE STI STEEL BE BOTH SIDES ESC EROSION d SEDIMENT CONTROL WD0. HYDRAULIC MVC MINT OF CURVATU RE ON VERTICAL CURVE STOy STORAGE &SMT BASEMENT EW EACH WAY PE PLAIN END ST0. STRAIGHT BTF BOTTOM FACE EXC EXCAVATE IdC INSTRUMENTATION d CONTROL PERF PERFORATED STRUCT STRUCTURE/STRUCTURAL BTU UNIT BALL EXIST EXIST G0. EXISTING EX6TI NG GRADE LAW IN ACCORDANCE WITH RE PH PERMANENT SUB SPRINGFIELD UTILITY BOARD BV AIRHE0.MAL BALL VALVE EXP EXPANSION ID INSIDE DIAMETER PERP PERPENDICULAR SUBMG SUBMERGED BW BOTH WAYS EXP BT EXPANSION BOLT BE INVERT ELEVATION M PRESSURE GAUGE SUCT SUCTION EXP IT EXPANSIONJOIW IF INSIDE FACE PH PIPE HANGER SV SOLENOID VALVE C CELSIUS EXT EXTERIOR INFO INTEGRALLY MOLDED FLANGED OUTLET pl MINT OF INTERSECTION 5/W SIDEWALK CTOC CENTERTO CENTER IMM IMPROVEMENT PNC MINT OF INTERSE ION ON SWD SIDEWATE0. DEPTH CAB CABINET ;NCC INCLUDE (D)(ING) VERTICAL CURVE SWG0. SWITCHGEAR CARV COMBINATION AIR RELEASE VALVE F FAHRENHEIT NFL INFLUENT PL PROPERTY LINE / PLATE SYMM SYMMETRICAL CAN CABLE TELEVISION FTOF FACE TO FACE INN INJECTION MUS PLASTIC SYS SYSTEM CB CATCH BASIN FAB FABRICATE INSTL INSTALLATION/INSTALL PLBG PLUMBING CCF CORROSION CONTROL FACILITY M FLATBAR INSUL INSULATION PNL PANEL Tar TEL TELEPHONE CCP CONCRETE CYLINDER PIPE FCA FLANG ED COUPLING ADAPTER INTER INTERCEPTOR MC MINT OF CURVATU RE TAB TOP d BOTTOM OZW COUNTERCLOCKWISE FOO FLOOR CLEANOUT INTR INTERIOR MLY POLYETHYLENE TAN TANGENCY OM CUBIC FEET PE0. MINUTE M FLOOR DRAIN INV INVERT MT MINT OF TANGENCY TB THRUST BLOCK CFS CUB;FEET PER SECOND FDN MUNDATION IF IMN PIPE PP MWER ME IBM TEMPORARY BENCHMARK CHAN CHANNEL FEXT LRE EXTINGUISHER IPI IMN PIPE THREAD PRC MINT OF REVERSE CURVATURE TC TOP OF CONCRETE/TOP OF CURB CHEM CHEMICAL FF FA0. FACE IR INN MD P0.6T PRECAST TDH TOTAL DYNAMIC HEAD CHFR CHAMFER Ml. FIBERGLASS IRRIG IRRIGATION PREP PREPARATION TEMP TEMPERATURE/TEMPORARY CHKV CHECK VALVE FH FIRE HYDRANT PRESS PRESSURE TAG THICKESG0.CGVE C CAST IRON LN FL FINISH FLOOR IT JOINT PING PARKING THK THICKNESS CP CAST IRON PIPE LNGR FINISH GRADE JUNG ]UNCTION P0.W PROPERTY TH0.0 THRFAD(FD) CPC CAST IN PLACE CONCRETE LPI FEMALEIMNHPETHREA0 P0.V PRESSURE REDUCING VALVE THRU THMUGH MR CAST IRON SOL PIPE FRG FL LTTING FLOJ0. LINE KPI. KICK PLATE p5 PUMP STATION TOB TOP OF BANK O CONSTRURION JOINT FLEX FLEXIBLE Kyq KILOVOLT AMPERE PSIG FOUNDS PER SQUARE UNCI GAGE TP TEST PIT/TUR OF PAVEMENT/TURNING CL CHLORINENF KW KILOWATT PSL PIPE SLEEVE MINT CIG CHLORINE FIGFILL WE KWY KEYWAY PSPT PIPE SUPPORT TRANS TRANSITION CIG CEILING FIR FLA LINE FLOOR PT MINT OF TANGENCY TSP TOP CIJ CONTMLJOINT FM FORa L LENGTH "VC MINT OF TANGENCY ON VERTICAL TSI OF STMPIUSPHATE TOP OF STEEL C-0. CLFA0. M FIBEROPTIIC LAB LABORATORY TW TOP OF WALL/IEMPERED WATER C -SM CONTMLLED MATERIAL IAM LA PV PLUG PLUG VALVE TYp ryp;CA- CMp METALSTRENGTH CORRUGATED HPE FOC FACE OF CONCRETE PVC PAVEMENT CHLORIDE CMU CONCRETE MASONRY UHR MASONRY FOF FACE OF RNbH LB -B POUNDLAVATORY POUND PVMT PAVEMENT CND CONDUIT FOM FACE OF MASONRY LE LINEAR MOT PN MWER WATER CO CLEANOUT L5 FACE OF STUW LIN LINEAR PN0. MWE0. COL COLUMN FPM FEET PER MINUTE LN LANE CONE CJNC COMBINATION CONCRETE FPS FRP REELPERSSCGND LBE0.GIASS REINFORCED PLAMC MC LONG LOCATION LONGITUDINAL QTY QUANTITY SITE PLAN REVIEW SUBMITTAL LP LOW PRESSURE NOTICE H N pRELIMMIINNMYYO LNLY February zozo o. _� SOUTH HILLS 4TH LEVEL ABBREVIATIONS EF G-3 M BAB M IF THM MR DrFS �U���J J�I��` RESERVOIR MmrnymiM X o n Troem"EH"�N° NJ. DATE BY REVISION GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY, COUNTY,STATE, AND UTILITY CONSTRUCTION PERMITS, AND SHALL 18. PRIOR TO ANY TIE-INS TO THE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL INSTALL TEMMEMY BLOW-0FF CONTACT EACH PERMITTING AGENCY AT LEAST TWO(2)BUSINESS DAYS PRIOR TO STARTING WORK. CONTRACTOR SHALL ASSEMBLIES FOR PRESSURE TESTING AND CHIDRI NATION. TESTING AND DISINFECTION SHALL BECOMPLETED IN OBTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. ANTICIPATED PERMITS ARE LISTED IN THE ACCORDANCE WITH AW WA C-600 FOR PRESSURE TESTING AND AMA C-651 FOR DISINFECTION. ALL NEW WATER MAINS SPECIFICATIONS. SHALL BE PRESSURE TESTED AND DISINFECTED BEFORE CONNECTION TO THE EXISTING SYSTEM AND BEFORE ANY SERVICE BAB CONNECTIONS ARE MADE BLOW OFF PRESSURE AND DECHIORINATE AT END OF TEST. PROVIDE 1' TEMPORARY TAPS FOR 2, THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SEEM ON THE PLANS ARE BASED ON A MELD SURVEY AND CHLORINE INJECTION AS REQUIRED. PLUG TEMPORARY TAPS WITH CC BRASS RUG UPON ACCEPTANCE OF NEW WATERLINE. INFORMATIONSUPPLIEDBYUTILITYCOMPANIES. LOCATIONS ARE NOTGUARANTEEDTO BE COMRETEORACCURATE. THE CONTRACTORSHALLVERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OFALL EXISTING UTILITIES PRIOR TO CONSTRUCTING 19. ALLOPERATION OF EXISTING VALVES SHALL BE BY THE OWNER. NEW PIPING/CONDUITS AND SHALL ADJUST NEW PIPING/CONDUITS AS REQUIRED. CONTRACTORSHALLNOTIEY OWNER IMMEDIATELY OFANY CONFLICTS LOT SHOWN ON THE PIANS AND SHALL KEEP EXISTING UTILITIES IN SERVICE AND PROTECT 20. NORKHOURLIMITATIONS: ALL WORK SHALL BE CONDUCTED ON WEEKDAYS BETWEEN THE HOURS OF THEM DURINGCONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, CONTRACTOR SHALL PROVIDE 730A.M.TO5:30P.M. OR DARKNESS, WHICHEVER IS EARLIEST.IF THE WORK REQUIRES SHUTDOWN OF THE EXISTING RHOUR NOTICE TO OWNER AND THE AFFECTED UTILITY. CONTRACTOR SHALLARRANGE FOR THE RELOCATION OF ANY IN WATER SYSTEM, SHUTDOWN BEATTIE IIMITEDTO WEEKDAYS BETWEEN THE HOURS OF9 A.M. AND 3 P.M, AND SHALL BE CONFLICT WRH THE PROPOSED CONSTRUCTION. SEEM IN THE PROJECT CONSTRUCTION SCHEDULE. 21. TRENCH BACKFILL AND SURFACE RESTORATION SHALL BE AS SHOWN IN NRCAL TRENCH SECTIONS AND 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.5,41 TO 757.571. THECONTRACTORSHALLNOTIFY SPECIFICATIONS. EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, W RING, OR POTHOLING. 22. PIPE DEFLECTION IS LIMITED TO ONE-HALF OF THE MANUFACTURERS MAXIMUM ALLOWABLE DEFLECTION. 4. NO ADDITIONAL PAYMENT SHALL BE MADE MR UTILITY RELOCATION COORDINATION OR DELAYS CAUSED BY UTILITY 23. COMPACTION TESTS AND OTHER REQUIRED SPECIAL INSPECTIONS AS REQUIRED BY THESE PLANS AND SPECIFICATIONS CONFLICTS. ALL CORS RELATED TO UTILITY COORDINATION AND RELOCATION, INCW DING ADDITIONAL POTHOLING, ARE TO SHALL BE PERFORMED BY AN INDEPENDENT THIRD PARTY PROVIDED BY THE OWNER. BE CONSIDERED IIAC DENTAL AND INCLUDED IN THE UNIT PRICES OF THE BID. POTHOLE AS REQUIRED IN ADVANCE OF WORK TO ALLOW DESIGN REVISIONS AS MAY BE NECESSARY. S. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTORTO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THECONTRACTORSHALLRUGTHEREMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE SPECIFIED OR SHOWN IN THE DRAWINGS. 6. CONTRACTOR SHALL INSTALLAND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OFYEAR) MR THE REQUIREMENTS OF THE CITY OF SPRINGFIELD, LANE COUNTY, AND THE OREGON DEQ, Z ELEVATIONS ARE GNSS DERIVED USING RTK OBSERVATIONS AND THE OREGON REAL-TIME GEODETIC NET WORK (NAVDW). 8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS, PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS, APPLICABLE STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION ~A), AND SPRINGFIELD UTILITY BOARD CONSTRUCTION STANDARDS. 9. CONTRACTOR SHALL KEEP AND MAI MAIN A CURRENT SET OF DRAWINGS ON SITE. CONTRACTOR TO KEEP ACCURATE "AS -BUILT" RECORD COP! OF PIANS. 'AS -BUILT" PAWS TO BE RETURNED TO OWNER AT COMPLETION OF PROJECT. 10. CONTRACTOR MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALLURES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE OF WORK IN AND/OR CROSSING OF DRIVEWAYS. 11. CONTRACTOR SHALLCOORDINATE WITH OWNER A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION, AND SHALL NOTIFY 12. ANY ALTERATION OR VARIANCE FROM THESE PIANS, EXCEPT MINOR FIELD ADJUSTMENT NEEDED TO MEET EXISTING HELD CONDITIONS, SHALL FIRST BE APPROVED BY THE OWNER. ANY ALTERATIONS OR VARIANCE FROM THESE PIANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE OWNER. ANYPROPOMMCHANGESIN 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 MR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED. 15. ALL STRUCTURES, LOTS, SMILES, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, PIPING, AND UTILITIES DIAURBED 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 PIANS MAX SHALL NOT ENCROACH BEYOND THE CONSTRUCTION LIMITS WRHOUT APPROVAL. 17. ALL WATER PIPING JOINTS INSTALLED IN THESE PIANS SHALL BE RESTRAINED. MR MECHANICAL JOINTS, CONTRACTOR SHALL PROVIDE EBAA MEGAW G SERIES LICK) MR DUCTILE IRON OR APPROVED EQUAL RESTRAINED JOINT. ALL PUSH -ON JOINTS SHALL BE RESTRAINED WITH FIELD-LOK GASKETS OR APPROVED EQUAL. NOTICE'SI ELIMINARY PRDI IOT III III BAB c�No wx Fen�uary zozo eeaue M. Ys i[B rIoT ATTENTION OREGON LAW REQUIRES YOU TO FOLLOW RULES ACIDIFIED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET MRIH IN MR 952 -MI -MIO THROUGH CAR952-031-OB'D . YOU MAY OBTAIN COPIES OF THE RULES BY CAWNG THE CENTER AT 503-232-1987. murraysmi h") 0 SITE PLAN REVIEW SUBMITTAL SOUTH HILLS GENERAL NOTES 4TH LEVEL G-4 RESERVOIR X or x GRADING. UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 1. SEED USED MR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE IOLLOWING MIXTURES, SEE SPECIFICATIONS, UNLESS OTHERWISE AUTHORQED. 2. SLOPES AND DISTURBED AREAS TO RECEIVE TEMPORARY OR PERMANEM SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TUCK -WA JCNG OR THE USE OF OTHER APPROVED IMPLEMENTS, SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 3, LONG TERM SLOPE AND DISTURBED AREAS SIMI LIZAIION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIK AND APPLICATION UTE. SEE SPECIFICATIONS. IN ADDITION, ALL SLOPES OF 2:1 OR GREATER SHALL RECEIVE MEETING. 9. TEMPORARY SLOPE AND DISTURBED AREAS STABILQAIION MEASURES SHALL INCW DE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. SE STOCKPILEDSOIL OR STRIPAi NGS ANLL BE PACED INA STABLE LOC4IION AND CONFIGURATION. DURING 'WET W FATHER" PERIODS, STOCKPI ES SHALL BE COVERED WRH PIASIIC SHEEIING 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 OFTEMPORARY 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. 2. AREAS SUBJECT TO MND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPLAY OF WATER, ELASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. S. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DU RAIION 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 III TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HADIED OM-STE MUST BE TRANSPORTED IN WATER-IIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT -LADEN WATER. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN EWER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERM OR TEMPORARY SETTLING PETS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WETHIN SIX MET 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. EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIME W COWROL, GUVELCONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIALINSPECTION, 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. 9. LONG TERM SEEM STABILEZATION MEASURES'INCLUDING SEEDING, JUTE MATTING, WATTLES, AND ROCK CHECK DAMS' SHALL BE IN-PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. __ BEROWNBON NOTES: NG OF 8ED MEW END PUBHUC RRHN INS SEE REQUIRE FIN oeesw¢ emux ANNMRCLEAM 11 . SW ..I'D FRED ED EFOR RENCEINT * W NO BINCHING 6 REENDIRSER. IT SHERALL BE DONE ON AN BEER CONSURED RTH CRUSHED MINE B . Erz IM HE CONSTRUCTION ENTRANCE SCALE: WS 2 EA DUMP STRAP EXRESTRAINT (FATUNAASHEnsj z• BAG DETAIL 1' DEBAR POR BAG — REMOVAL MOM WEFT SETBACK DUMP STRAP `o + REGULAR FLOW ONLY, DO NOT USE HIGH FLOW INSERT FAGS. ICE roTsnl c No I�RLIeMIINNARYONLY I K WET I- M o0BAB February 2020 EES" Murrey mIM murraysm�7h ` ANGLE FILTER FABRIC FENCE TO PSSU RE SOIL IS TRAPPED —» ATTACH PLAN VIEW — 1. BURY BOTTOM OF FILTERFINISH FABRIC 6' USESTRCHED LOOPS VERTICALLY BELOW FINISHED GRADE. 3' FIIN FROM OVER POSTS 2, 2'x2' MR, PINE OR STEEL FENCE POSTS. O S DPE .1' 3, POSTS TO BE INSTAIlED ON UFHILLSIDE OF SIDPE. _ 9, COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. 5. PANELS MUST BE PLACED ACCORDING TO SPACING ON DETAIL 990 (CWS). PROFILE FABRIC MATO 36' WIDE ROLLS JEWFILTER p p u � 6' MA%SPAQNG u FRONT VIEW SEDIMENT FENCE z SCALE: NTS TOEOFSIJP PLASTIC SHEETING NOTES: 1. MINIMUM 12' OVERLAP OF ALL SEAMS REQUIRED. 2, BARRIER REQUIRED AT TOE OF STOCK PILE. 3. COVIIPO COVERING MAINTAINED GLY IN PEACE BY USING SANDBAGS OR TURES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DERECTIONS. PLASTI SCALE _NTS SITE PLAN REVIEW SUBMITTAL SOUTH HILLS EROSION & SEDIMENT CONTROL 4TH LEVEL NOTES & DETAILS ESC -1 RESERVOIR K m X _ _ _ __ �`\\ \__ lIPo __^\ _ _ /_ \Cyd ( ,���•, //�.�� SIS'/ �-� - /____ /��1 -I �� I \�I -- WELDED STEEL RESERVOIR E-1 IB lb \ 'N, 1 (I� EASEMENT LINE 11i y _ - ------ ---- ___�-L-.-� --I� \ ( \ m1 VMlFE0.TY LINE _ _ _ I 1 T UNDISTURBED : L .m". .�^. .^ .��. $ •�• S\ �� °\ \ \ \ BUFFER EROSION EROSION CONTROL NOTES Ol INSTALL, INSPECT, CLEAN, AND MAINTAIN SEDIMENT FENCE TO PREVENT SEDIMENT LADEN WATER MOM LEAVING THE STE THROUGHOUT LEGEND CONSTRUCTION. SEDIMENT FENCE SHALL BE INSTALLED PARALLELTO SLOPE CONTOURS OR AS SHOWN. OVERLAY SEDIMENT FENCE 6' MINIMUM. DRAINAGE FLOW DIRECTION V EXISTING CONTOURS (1') - — -1109- n — - SEDIMENT FENCING O INSPECT, CIEAN, AND MAINTAIN GRAVELCONSTRUCTION ENTRANCE TO PREVENT SEDIMENT AND SEDIMENT LADEN WATER MOM LEAVING THE SITE THROUGHOUT CONSTRUCTION. EXISTING CONTOURS (S') 1110 PLASTIC MESH FENCE 0— @ INSTALL PLASTIC MESH FENCE. PROPOSED CONTOURS 1' ( ) - — -1109 — - CHECK DAM o—O NOTES: PROPoSED COMOURS (5') —1110— MATTING 1, EMERGENCY EROSION CONTROL MATERIALS MUST BE KEPT ON 4TE AT ALL TIMES. INLET PROTECTION F� 2, ADIXTIONALTMCK[NG CONTROL MEASURES SUCH ASAWHEEL WASH MAY BE NECESSARY IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT. CONSTRUCTION ENTRANCE 3. ON-SITE RUNOFF ACCUMULATION INTO LOW POINTS SHALL BE PUMPED BY THE CONTRACTOR TO A SUITABLE LOCATION, IF REQUIRED. PLAN SITE PLAN REVIEW SUBM AL 4. INSTALL SLOPE MATTING ONALLSLOPES2:1ORGREATER. SULE 1'-10 NOTICE N PRELLINITNNRRY� ONLY Po February 2020 Po = SOUTH HILLS 4TH LEVEL EROSION & SEDIMENT CONTROL RESERVOIR SITE EF ESC -2 0 BABE° THM MR 0� oIF IIILII I a,I.7III%(// RESERVOIR K a X EOC .roem YO. DATE BY REVISION CASEEnE NO.. 11 LE. is FH E. EEaawaYx PLAN SCALE: 1-� EROSION CONTROL NOTES (DINSTALL, INSPECT, CLEAN, AND MAINTAIN SEDIMENT FENCE TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE THROUGHOUT CONSTRUCTION, SEDIMENT FENCE SHALL BE INSTALLED PARALLEL TO SLOPE CONTOURS OR AS SHOWN. OVERLAY SEDIMENT FENCE 6' MINIMUM. O INSPECT, CLEAN, AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENT AND SEDIMENT LADEN WATER FROM LEAVING THE SITE O INSTALL PLASTIC MESH FENCE. Oq INSTALL SLOPE MATTING ON ALL SILOPES 2:1 OR GREATER. OS INSTALL INLET PROTECTION. 1. EMERGENCY EROSION CONTROL MATERIALS MUST BE KEPT ON ATE AT ALL � TIMES. 2. ADDITIONALTRACKING CONTROL MEASURES SUCH AS A WHEEL WASH MAY BE NECESSARY IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT. 3. ON-SITE RUNOFF ACCUMUTAUON IMO LOW POINTS SHALL BE PUMPED BY THE CONTRACTOR TO A SUITABLE LOCATION, IF REQUIRED, laaam. EXISTING CONTOURS (1') - — -1109- — - EXISTING CONTOURS (S') 1110 PROPOSED CONTOURS(I-)---1109-- II u I a,I.7I ith PROPOSEDCONTOURS(S') —1110 INLET PROTECTION gUINAGE FLOW DIRECTION `1 SEDIMENT FENCING n ELASTIC MESH FENCE CHECK DAM GG MATTING F // G uz /%: i c//� ///� SITE PLAN REVIEW SUBMITTAL NDna � U PRELLINITNNRRY� ONLY February 202o n Mmrny mIM II u I a,I.7I ith SOUTH HILLS = 4TH LEVEL RESERVOIR EROSION & SEDIMENT CONTROL ROADWAY &PIPING EF ESC -3 % °F X ° BAB THM MR 0� oIF EHF c ° .roe" NO. DATE BY REVISION LEGEND EXIST TREE TO BE REMOVED TEST PR/BOREHOLE • NAIL PEDESTRIAN TRAIL PROPERTY LINE PEDESTRIAN TRAIL Cl0.L_H_T X /1 / zoos 1021.36 / SET / // 1 n APPROXIMATE LIMITS OF GRADING DISTURBANCE (PROPOSED /4 7 CONTOURS PLUS 10' BUFFER) � ///@/ / ////y3W3.36 / sET HUB ' Y /i/ 1111 / lo'UNDISN BUFFER / � T i2000 / loW.ro / CT0.L_H_T ROADALIGNMENT %].8] \ SET HBT- \\,\ \\IX� '\ \ I \ \\\\\\\IST SOUTH °,\\\cr3a�-1nT� \�\v� EY \�\\�103 \ \�\\�\\\$s\ t 1883 JDo\\\\ \ \\�\ rosl ".••\\\\\\\"999. s] \\ \ 103 0 CII T - 9/81H Yx PES6ss \\\\\\\\\ \ET \ L ' \ \ \ \ \\\ \ \\\ vR°veaTr \ \\\ \�\\\\\\ .CIERLH i _\��\\\\\ _ ����\ \\\\\\ \�\\�936.2s �\= \\11 KL_H_T�i 31869.99 CT0.L`H_T 107 6 201311.I..\0 i1W8.21 i / Cl0.L_H T \ CIERLHT \ 2i 1078.4tilt r�- TP - 11 // {1111 / 2016 511 3 SYt CTaL-HT ^\ \C,4r.✓ BH -1 ?17 PLAN 7 20 1.00 _ P-4 ` � J SCALE: 1"=90'-CT0.L_H T NOTICE KAGU PRELLIMINNRRY• ONLY KDo D°.ED APRIL 2828 murraysmi h MDTrosa crv[«[o MmrroYAinitN FACILITY LAYOUT POINTS NO. DESCRIPTION SHEET NOTES: FASTING 2002 CIRL_1/2IR-BE N103818.73 1. EXPLORATORY TEST PRS 1 THROUGH 5 WERE CONDUCTED IN APRIL OF 2019. BOREHOLE 1 WAS DRILLED IN AUGUST 2019. FOR MORE 2003 CHRL_H T N10372103 E23099].5] INFORMATION, SEEGEOTECHNICALINVESTIGATION AND SEISMIC \ N103747.74 E231303.23 7 HAZARD STUDY IN THE SUPPLEMENTARY INFORMATION MRTMN OF \ / \ 5w $T i THE CONTRACT DOCUMENTS, FET, DATED JANUARY 2020. \ 2008 CHRL_H T N1035,19.55 E231317.16 2009 CIRL_H T N103679.99 E231308.86 2. CONTROL OR BENCHMARK POINTS ARE SHOWN WITH A 'SET HST \ N103355.08 9 2011 CORRESPONDING NOTE INCLUDING THE POINT NUMBER, POINT N103%7.79 E231391.83 %T3 CBT �`' }` � /I _ PITON SOME OF THE ARE ALSO°INCLUDE IPOINTNESC CLUDED SURVEY CONTROL MINTTSS INES DATASHOWN TABLE \ / \\\ CTRL H T \' /I WITH CORRESPONDING POINT NUMBERS41. \�65CO CIRL_H T N1032]0.6] E231318.87 2017 CIRL_H T N103226.58 E2314gq.50 3. THE TREE SURVEY SHOWN IS ONLY PARTIALLY COMPLETE AND MOSTLY LIMITED TO THE PROPOSED ACCESS ROAD LIMITS. %].8] \ SET HBT- \\,\ \\IX� '\ \ I \ \\\\\\\IST SOUTH °,\\\cr3a�-1nT� \�\v� EY \�\\�103 \ \�\\�\\\$s\ t 1883 JDo\\\\ \ \\�\ rosl ".••\\\\\\\"999. s] \\ \ 103 0 CII T - 9/81H Yx PES6ss \\\\\\\\\ \ET \ L ' \ \ \ \ \\\ \ \\\ vR°veaTr \ \\\ \�\\\\\\ .CIERLH i _\��\\\\\ _ ����\ \\\\\\ \�\\�936.2s �\= \\11 KL_H_T�i 31869.99 CT0.L`H_T 107 6 201311.I..\0 i1W8.21 i / Cl0.L_H T \ CIERLHT \ 2i 1078.4tilt r�- TP - 11 // {1111 / 2016 511 3 SYt CTaL-HT ^\ \C,4r.✓ BH -1 ?17 PLAN 7 20 1.00 _ P-4 ` � J SCALE: 1"=90'-CT0.L_H T NOTICE KAGU PRELLIMINNRRY• ONLY KDo D°.ED APRIL 2828 murraysmi h MDTrosa crv[«[o MmrroYAinitN �1C89s0 -1 \\CTRL_HT I 111111 /// i/11 Fii sosl 100313 llze.sl T \ \\\ �.CT0.L_H T j%i 5/810. __'/"'-- = 60% -SUBMITTAL EF SOUTH HILLS EXISTING CONDITIONS, SURVEY ■ 1 4TH LEVEL CONTROL, AND C-1 i� RESERVOIR TREE REMOVAL PLAN DT x FACILITY LAYOUT POINTS NO. DESCRIPTION NORTHING FASTING 2002 CIRL_1/2IR-BE N103818.73 E231180.47 2003 CHRL_H T N10372103 E23099].5] 2004 (EIRE 1121R -BE N103747.74 E231303.23 2006 CIRL_H T N103551.07 E231100.49 2007 CIRL_H T N103651.34 E231213.50 2008 CHRL_H T N1035,19.55 E231317.16 2009 CIRL_H T N103679.99 E231308.86 2010 CIRL_H T N103355.08 E231285.83 2011 CIRL_H T N103%7.79 E231391.83 2013 CIRL_H_T N103434.09 E231621.28 2014 CTRL H T N103732.16 E231421.4q 2016 CIRL_H T N1032]0.6] E231318.87 2017 CIRL_H T N103226.58 E2314gq.50 2018 CIRL_H T N103223.62 E231530.76 2019 CIRL_H T N103230.60 E231634.W 2020 CIRL_H T N103324,21 E231710.28 2021 CT0.L_H T N103490.05 E231734,28 2022 CT0.L_H T N103675.10 E231601.24 2023 CTRL_H T N103668.59 E231807.55 2025 CTRL_1/IIR-BE N103354.99 E233056.18 2051 F_5/BI0.YPO FL5555 N103680.81 E231330.30 5051 F_5/B[0. N103222.14 E231815.30 �1C89s0 -1 \\CTRL_HT I 111111 /// i/11 Fii sosl 100313 llze.sl T \ \\\ �.CT0.L_H T j%i 5/810. __'/"'-- = 60% -SUBMITTAL EF SOUTH HILLS EXISTING CONDITIONS, SURVEY ■ 1 4TH LEVEL CONTROL, AND C-1 i� RESERVOIR TREE REMOVAL PLAN DT x 9>6 CONNECT 12- SO TO EXIST M STORMW HSEDIMENT TRAP < O FOLLOW' � � � � caxTouRs vu r MR ACCESS RD GRADING 1 1 PUN, SEE SHT C-4 I 1 LOT 6500 RA Iona d4 V \ \\\\\ / NOTES: 1, CONTOURS SHOWN ARE AT 5-1OOT INTERVALS ONLY, RECOMMENDED CONSTRUKMON SEOUENCING: <TO FOLLOW' SEISMIC—-4THLEVE�L VALVE VAULT, RESERVOIR �I 0.46 MG M-6 DIA =50' BASE EI=1115.5' _ OF EL=1148.0' ROAD AROUND TANK NO N00.TH AND SOUTH �10. UNDISTURBED __ - -- - - ° SCALED°-----�-- --- - -- ---- -- � 600/o -SUBMITTAL -_- 3 N TIO K Hary YRLIaMIFNN��ONLY APRIL 2020 m SOUTH HILLS _ 4TH LEVEL OVERALL SITE LAYOUT PLAN EF C_2 d BAB. oEHKE IIILII I l,I.7IIIi h RESERVOIR TIEN Mmrt,nmfee X of X c o .rosin j NO. DATE BY REVISION PLAN SCALE: 1,10' SEISMICYALVE KAU VADLTSEESHIM] v¢ED iTAR RNOVAL MH3 .? ✓S / NSHTC17 V 50' DIA ° EL1115.5'OF CENTER OF RES N303277.79 I I \ SW CORNER OF TELEMETRY BIDS SEES T M-10 E231414.10 O3 NE CORNER OF TELEMETRY BILL I l\ E231427.51 O4 I N103269.78 E231433.34 5 NE CORNER OF VALVE VLT ` \ _ _ _ _ _ _ _ _ _ _ _ - - _ _ - _ _ _ _ E231457.81 O] \ 110 __ _ _ --- E231%9.16 _ _ _ _ _ END RET WALL N103302.02 E231515.35 O9 BEGIN RET WALL N103236.90 ____ _ -�\ _ _ _ -____-/-- \ \ _ \ - _ i _-\ - E231516.11 11 WALL INFLECTION POINT CLfA9WG_LIMQS� - � � - \A �SLEE SHS -11 - - _ _ i- _ _ _ _ _ _ \ E231510.61 13 WALL INFLECTION POINT N103239.18 E231459.30 O9 WALL INFECTION POINT N103239.49 E231393.43 1© WALL INFECTION POINT N103239.29 E231436.03 PLAN SCALE: 1,10' SEISMICYALVE KAU VADLTSEESHIM] v¢ED iTAR RNOVAL MH3 .? ✓S / NSHTC17 V 50' DIA PLAN SCALE: 1,10' RE KAU PRELIMINARY ONLY6.09" \ 4TH LEVEL RES DESCRIPTION 0.%MG I \ \ I 50' DIA ° EL1115.5'OF CENTER OF RES N303277.79 I I \ SW CORNER OF TELEMETRY BIDS SEES T M-10 E231414.10 O3 NE CORNER OF TELEMETRY BILL I l\ E231427.51 O4 I N103269.78 E231433.34 5 NE CORNER OF VALVE VLT ` J O6 BEGIN RET WALL N103318.15 E231457.81 O] WALL INFLECTION POINT N103321.52 E231%9.16 OB END RET WALL N103302.02 E231515.35 O9 BEGIN RET WALL N103236.90 E231348.32 10 END RET WALL N103235.]] E231516.11 11 L ` UGP-I RETAINING WALL -8 'B', SEE SHE C-14 NOTES: 1. FOR RESERVOIR FLOOR PIAN AND ELEVATION SEE SHEET M-1. FACILITY LAYOUT POINTS RE KAU PRELIMINARY ONLY6.09" DESCRIPTION NORTHING EPSTING NO. ° 1 CENTER OF RES N303277.79 E2314]].60 O2 SW CORNER OF TELEMETRY BIDS N103247.% E231414.10 O3 NE CORNER OF TELEMETRY BILL N103259.20 E231427.51 O4 SW CORNER OF VALVE VLT N103269.78 E231433.34 5 NE CORNER OF VALVE VLT N103280.39 E231442.W O6 BEGIN RET WALL N103318.15 E231457.81 O] WALL INFLECTION POINT N103321.52 E231%9.16 OB END RET WALL N103302.02 E231515.35 O9 BEGIN RET WALL N103236.90 E231348.32 10 END RET WALL N103235.]] E231516.11 11 WALL INFLECTION POINT N103239.78 E231370.68 © WALL INFLECTION POINT N103238.87 E231510.61 13 WALL INFLECTION POINT N103239.18 E231459.30 O9 WALL INFECTION POINT N103239.49 E231393.43 1© WALL INFECTION POINT N103239.29 E231436.03 SITE PLAN REVIEW SUBMITTALI xona KAU PRELIMINARY ONLY6.09" Er ° wx9T�6em9mimwrnox 0 `, SOUTH HILLS BAB SITE AND GRADING PLAN APDL 2020 ,1 4 4TH LEVEL C-3 oEH� �f1 rr ■��LII I �,I.7I11%(//` �+�»-//� RESERVOIR Murrey nlM ro5e c ° -4PR % of % NO. DATE BY REVISION ///Y J//�%/%/% �� ���i !//� �y���ii��//iY/�%//��/��%/%�j%l \ �\/moi\\\\\\IIII �ql ll�l l'�I IIII/... „. _li c r/// r// rim/i r i / % //( 1 ` \ ` \ ` Il llllllll111111111111111 —A 11111 IIIIIIII Illlllll\ V A b 6 '- ///— ///c� A\\\ APPROXIMATE [[MRS OF GRAING W DIST00.6ANCEIP0.0POSED5\\\` `` \`\ \` \ \` \` \ \ \ I I I1•// \ \ \ I q HOOPS VW30\\F\0.)\\ v v vv v v v V v Av vv v AA A V va V A �r �I� I � �/ vvvvvvyAvvv vvvvv vA v vO A\vvvv Ov`vvv V`v A V AAVAvvvvV A A VA\ 1 r VAA VAAAA�v�AAAV A rte. ALV +3 AAA \ VA A \ VAA VA \ VA` ` VA V A A \ V A V A \ c a / vv vvvv ;.y � _ O V Av vv v vv vO v v vv v AvA v vv v A v v v ,v AA �V� \\\ �\\\ vv A AVA V A\V AAA AVv V A A \% V A\ V v A v v A ROAGRAVE ACCESS V AccESSEss9DAD, AAV A\ V 1 A A\ V VA `by vvv A A V AV \ vv -VA V III \ \ SEE l III VAV A\\VAVA VAA\��V VA VA\V A\� 1111111111 �1AAAAP"�VA�h�2 �� �' �� v e vLv�v`.�V` \VAVA\V AVA�A VII AV0 �A�� '� v vvvv v w vao'uxDlsua6ED V AV A\ V 1 A11 11 V I VI VAVAA Y � .�1 vvv v vv � vvv vvv A6uFrE9 —' PLAN SCA�r0' xona CUGu YR LI�MI'NNRRY� ONLY IO °oBAB SOUTH HILLS APUL2020 X11 rr �+�f1 —}/� 4TH LEVEL XFTHUSMRD�ro:m ryEHF IIILII I f�,I.7I1I%(// RESERVOIR MmrroYsmieN ....� -.n,. SHEET NOTES: ,TO FOLLOW, ACCESS ROAD ALIGNMENT AND CURVE TABLE CURVE FCLOC4TION PTLOCATION RADIUS LENGTH DELTA C1 2+42.22 2+57.91 50 15.70 17•59'14' C2 8+51.93 9+05.50 50 53.51 61.19W C3 6+49.48 7+41.42 50 91.94 105°21'26' ® 3+82.83 4+24.34 50 41.50 4J°33'34" 60% -SUBMITTAL[ I HEI ACCESS ROAD GRADING PLAN ! C-4 A Of x 1050 1050 a ' VC + K 2'99 � 1090 RNISHED GPADE@ 090 WI E - ACCESS .JS _ — v9ov 6E ICE 030 ' H 1030 &GATE _ Z RNISHED GRACE 1020 1020 no n�^,� _ _ ACCESS 0.0AD CL IXISfGMDE@ ACCESS 0.0AD CL F Q g ��P EJ 1010 1010 1000 1000 I!1 990 990 MATCH IXIST 980 EXIST GRACE a 980 0.0ADGMDE Access RDAD a WO w 970 960 960 0+90 1+20 1+50 1+80 2+10 2+60 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+90 PROFILE sC6LE: HORZ 1 =30 VERT 1'=15' V 20' VC a' K=1.35 vV[ STA=9+61.38 PA L=1119.00 YO 2 ry8 �g �J s 1120 1120 1110 1110 00 00 V 1090 1090 O DeD oeo a m0 1070 a 1060 1060 S t 1050 os0 b b two awD 9 1035 1035 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+60 8+70 9+00 9+30 9+60 9+90 10+20 PROFILE SITE PLAN REVIEW SUBMITTAL SCALE: HORZ 1 =30 VERT 1"=15' m NOTICE M �cry PRELIMINARY ONLY SOUTH HILLS F ooBAB _ ACCESS ROAD PROFILE C-5 6e8rRary zozo 4TH LEVEL JDATEfiY �wEo JHF murraysm�7h�' RESERVOIR Murmynh% c o nE NE v .rosin 0.EVI8ION au 0.0AD CL _ — v9ov 6E ICE _ ' H &GATE _ Z RNISHED GRACE no n�^,� _ _ ACCESS 0.0AD CL IXISfGMDE@ ACCESS 0.0AD CL F Q g ��P EJ I!1 MATCH IXIST EXIST GRACE a 0.0ADGMDE Access RDAD a w au _ — v9ov 6E ICE &GATE RNISHED GRACE ACCESS 0.0AD CL I!1 EXIST GRACE a Access RDAD a w z V a' LEVEL SPREADE0.,��___ _ SEE SHE C-11 i'^\ \\ \\ \\ \ ___ __ ___ _ __ j ' \ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ __________ _ � _� _ __ i \— _ — — 1100 -—— — --___--_ _ ----- __ _� �_ CLEARING LIMITS ___ _ \ \ -----/ \ V�•� — — _ _ — — A[IGNMEM B, SEE _ _ / / SHE C : FOR, R p0.0FRE IM DSENSING LINE TO .� / / / / / / / / / / / / / � \ J /. �\ ✓ ! /_ � — � / / / !, �. PRESS TRANSDUCERERE0. SEISMIC VALVE VAULT, EE SHE b MAIN,SEESHTM-2 --/// MH.1 2 12' OF, ALIGN'B', SEE \ \\ 1 GRAIN \J SET M-2 \ \ XX \ 12.D 4TH LEVEL RES \\ 1 1 0.,46 MG \ L \ \ 16. IN / LINE \\\\/ \ \1 4'---, '(� -1 _ N •]-! 1 SEE SHE M-2CONC PAD \ AIIGNMEM A, SEE FO0. WATERLINE \ \� 16' INLET/OUTLET, \ // 6 �3 %ANdp0.0F[LE AALLIGM -2S -9, _ _ _ _ i / \ \ \ \ j I \TELEMETRY BUILDING _ I / / !_\ I / ( `.:' ( 8- DI VAULT EXHAUST FAN DISCHARGE, SEE DET 3, SHE C-16&SHTM-6 UGP_--- UGP_— ,,�, OVERFLOW/DRAINAGE PIPING ` ` \ \ \ SEE NOTE 1 — / — — — — — UGPJ i T-- , —- SCHEDULE - ALIGNMENT 'B'; -------- ^ �1 DRAIN OUTFALL �5 RES FDN DRAIN LOW PT 'a xOTES. I STA B1i00 FURNISH &INSTALL: m d FURNISH &INSTALL: 1-q' HOME TEE B N 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, SIZE AND DEPTH OF 1 1- 12' DI FEARS M] AppRO%29 LF 9'HDPE SOLID WALL EXISTING UNDERGROUND POWER LINE. NOTIFY ENGINEER OF POTENTIAL ]E=1104.20 APPROXLET 198.21 Om CONFLICTS 72HOURSINADVANIEOF UTILITYINSTAWTIONTOALLOWFOR S MEN SLR 1% TO MH -1 IL CHANGES IN ALIGNMENT 0R GMDE. �2 STA B2W9 PLAN f ❑ 2. ALL WATER AND RESERVOIR OVERFLOW(DRAIN PIPING SHALL BE CLASS 52 FURNISH&INSTALL: b RES PT SCgLE:1 =10' DUCTILEIRON, RESTRAINED JOINT, UNLESS OTHERWISE NOTED. 0 1-48' MH (MH -1) FURNISH &INSTALL: RIM ARE RO% 15] ME OF 4" HOPE SEE SET C-7 AND SM C-18, OET1 PER DRAIN AROUND PERI METER OF 3.SITE PIPING LAYOUTS DEPICTED ON THIS SHEET ARE GENERAL REFER TO 0 RES FON, SPL 1% MIN, MECHANICAL SHEETS FOR DETAILED INFORMATION. y �3 FURNISH& INSTALL: SEE DET S, SET C-15 q. PROVIDE POLYETHYLENE ENC45EMEM AND - PER GRAVEL BEDDING AND PIPE 1- 4' HDPE 22.5• BEND HPT IE=1109.00 IE=1308 09 CAP ENDS AT HPT 20NE BACKFILL FROM OUTSIDE FACE OF PIPE BLOCKS THROUGH FLEXIBLE EXPANSION MINTS. SITE PLAN REVIEW SUBMITTAL ❑q FURNISH& INSTALL: 1-4" HOPE 95• BEND 5. ALL PIPING INSTALLED WRHIN GRAVEL SURFACED AI ]E=1108.15 GRANULAR TRENCH BACKHLL 3 F Nona KAU PRELIMINARYONLV i;t_ d x BAB x X0iu�E lPa�xnwTR r SOUTH HILLS SITE PIPING AND DRAINAGE PLAN 0o Fmmar 2020 0. =1 4TH LEVEL C-6 ' .rosin oEHP IIILII I a,I.7III%(//` RESERVOIR THEN c o MmrromitM1 j NO. DATE BY REVISION % °E X NOTES: 1. CONTRACTOR SHALL POTHOLE AND VERIFY LOCAUONS, SIZES AND DEPTHS OF EXISTING LYPIUE ES. NOTIFY ENGINEER OF POTENTIAL CONFLICTS 24 HOU RS IN ADVANCE OF PIPELINE INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. liCO 1+30 1+20 1+30 1+90 1+50 1i 1+10 1+ 1+ 2+00 2+30 2+20 2+30 2+40 2+50 2+E0 2+10 2+80 2+90 3+00 PROFILE ALIGNMENT 'B' - 12"D NOT[Ce !A ry PRELIMINARY ONLY K esTervaT use wecarvsre�. o�WNeo IF THM MR 0� AP�L2°2° murraysm�7h 'uTrosn a,ECF oo NmrroV9mieh SITE PLAN REVIEW SUBMITTAL SOUTH HILLS DRAINAGE PIPING PROFILE 4TH LEVEL C-7 RESERVOIR X of x m iinnni m Amo "'.vvF' Nr. zzzW F£ FIN G0. 1120 1120 ____ __ RE WALL RE FEN EXIST GR — 1115 1115 1110 1110 —�' 1105 5pj? 8 1105 Fa wl 11W 1100 1695 1495 liCO 1+30 1+20 1+30 1+90 1+50 1i 1+10 1+ 1+ 2+00 2+30 2+20 2+30 2+40 2+50 2+E0 2+10 2+80 2+90 3+00 PROFILE ALIGNMENT 'B' - 12"D NOT[Ce !A ry PRELIMINARY ONLY K esTervaT use wecarvsre�. o�WNeo IF THM MR 0� AP�L2°2° murraysm�7h 'uTrosn a,ECF oo NmrroV9mieh SITE PLAN REVIEW SUBMITTAL SOUTH HILLS DRAINAGE PIPING PROFILE 4TH LEVEL C-7 RESERVOIR X of x SHEET WIrES: <TO FOLLOW, ssro llro llw 11E0 lim 1150 vL 1190 1190 IXIST 0. 1130 0. WALLA 1130 TWALLB 0 0 F( G0. 0. FDN 1110 1110 lim 11C0 1+C0 1+30 1+20 1+30 1+90 1+50 1+f0 l+m 1+w 1+m 2i 2+30 2+20 SECTION 'A' scnLE. -10 0 k uro uro s um um um um w V 1M 1190 1190 U s0' 0.E5 ALL O. IXL''T 0. 1130 1130 n a 1120 1120 ---- --- ----- ---- ---- — r 1110 1110 a RN G0. 0.E5 FD b b a llao 11M y 1i 1+30 1+20 1+30 1+90 l+m 1i l+m 1+90 l+ro 2i O 2+30 2+20 2+30 2+90 2+so zi6o SECTION 'B' SITE PLAN REVIEW SUBMITTAL a NDna K xAN PRE11111RRY� ONLY oo �; SOUTH HILLS EF OBABo RESERVOIR SECTIONS C-8 Eroraa� 2020 —}/� , 4TH LEVEL aAw oEBKE X11 rr �+�f1 �,I.7IIIi h RESERVOIR mono en IIILII I c o v y,m; % of % .rosin DATE BY 0.E 10N ES WALL vL IXIST 0. 0. WALLA TWALLB F( G0. 0. FDN V y B/I ✓ /�//��\11111111 // 1 ra/�/✓/� �/ / // I \ q I( III ///iij f %//// I I\ \\ II \\ \\\ 1111 lllllllll FOI III /j%j%/lrl%1111111111 o / ,SEGDR / I I I \ \ I / / I / _ i� SITEEGRADING PUN�i,)II�I�. /It \\\ \\ \\ vVAAA\\ VA � VA\VA\VAA\VA � VAA \VAVA\VAAAVAAAVvvvv : vvv vv vv A V I VAV 1111 I \ VA AVA \\�I \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \\\\\\ \\\11 111 \1\\1 \\\\\ \\\\\\\\ \. \\\\\\\I\\\\111 \\\ \\\ \ \\\ \\\\ \\\\VAAV \0\o VA VA A\ V\ V AAA A A \ 4 \ vavmoESsre��l\VAVv\CV A\V�AAAA V AA z.A \VA vAA A v� AA \ \ ACCESS WOAD,OAD•EE \ AsMosoRPaoF<_E ILIIVAVA�\\VAVAAVAAVA�VAA\�\\y��vvvv�vvw `vvavvv ASO \\\ \ \ CLEARING; L \\\ \\ \\\ \ LFARI\ \MITS �� A V I II ILII 111 AVAVA V VAAVAAA\vyvv v yv vv-- vv/ vvv. \ \ V d V AAVv yvv v vv �v vvv \ V A \ V A \ 4 11 111 \VAVA\ V AVA1 VA11111\\ �\�1 V1AAAvvy\vAvA v vvv � y v-camv —' PLAN SCA�r0' SHEET NOTES: E. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION, / I SIZES AND DEPTHS OF EXISTING UTILITIES. NOTIFY ENGINEER / OF FOTENRALCONFLICTS R HOURS IN ADVANCE OF UTRITY l INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. 2. ALL WATER PIPING SHALL C BE CLASS 52 DUCTILE IRON, RESTRAINED MINT, UNLESS OTHERWISE NOTED. 3. SITE MPING LAYOUTS DEPICTED ON THIS SHEET ARE GENERAL. REFER TO PIPING PROFILE AND MECHANICAL _ .. SHEETS FOR DETAILED INFORMATION. \\ % X10 UNDISTUI \\\ \\\ \BUFFER rucu 4:4:1I9 IPIEL'ial.14 flUIx ALIGNMENT 'A'. O STAAI+W CONNECT TO EXIST W FU FINISH &INSTALL: SOUTH HILLS 4TH LEVEL 1-16• DI IS, M1 O2 STAA1+17 FURMSH &INSTALL: u a,I.7II i h RESERVOIR 1-16• DI 45• HOR1Z BEND, M1 Nmrnq mIM 1 -TB O3 STAA1+39 NRWSH &INSTALL: 1-16' DI 45° HORIZ BEND, M1 1 -TB © STAA2+56 NRWSH &INSTALL: 1-16' DI 22.5 HOR1Z BEND, M1 1 T OS STA A4+03 NRWSH &INSTALL: 1-16' DI 22.5 BEND, M1 1 T © STA A4+35 NRWSH &INSTALL: 1-16' DI 22.5 HOR1Z BEND, M1 1 -TB O STAA6+25 FURNISH &INSTALL: 1-16• DI 22.5• HOR1Z BEND, M1 1 -TB OB STA A7+07 FURNISH &INSTALL: 1-16•DI 22.5• HORIZ BEND, M1 1 -TB (� STAA2+29 FURNISH &INSTALL: 1-16• DI 22.5• HOR1Z BEND, M1 1 -TB 30 STAA2+51 FURNISH &INSTALL: 1-16• DI 22.5• HOR1Z BEND, M1 1 -TB 1© STAA6+25 FURNISH &INSTALL: 1-16• DI 22.5• HORQ BEND, M1 1 -TB Q STA A9+06 FURNISH &INSTAL -1- NSTALL1-16' 1 16'45° DI HORQ BEND, M1 1 T 13 STA A9+92 FURNISH &INSTALL: 1-16.45• DI HOR1Z BEND, M1 1 -TB 1q SEISMIC VALVE VAULT, SEE SET M-6 SITE PLAN REVIEW SUBMITTAL NOTICE P(AGu PREIINI'NNRRY� ONLY °°�AwE° February 2020 a« SOUTH HILLS 4TH LEVEL a° IF THM MR 0� u a,I.7II i h RESERVOIR Nmrnq mIM II I a•.�.R•o •.•. •.. •...ate ryEH roTrosa WATERLINE PLAN I C-9 x m x SHEET NOTES: — — O = WALL < O MLW W> N 1050 � 1050 H; 1040 N 1130 1090 1130 N9 1030 1030 1120 low E1 UK 1020 FIN G0. 1120 1110 V 1110 010 1010 H low l 0. EDN Iwo ti, 1140 990 m 980 1100 940 9]0 9]0 N 960 960 1100 1+20 1+50 1+B0 2+30 2+40 2+70 3+00 3+30 3+60 3+40 4+20 4+50 4WJ 5+30 5+40 5+70 6+C0 1040 PROFILE ALIGNMENT 'A' - 16"W — = Oa ,1-15 VERT 9 a EEEE k 3 loso 1140 1140 lceo wZ 2 lo]o lo]o V � 10f0 1400 loco loso V V 0 a a °s t a b b 040 1040 y 6+W 6+30 6+60 6+40 7+20 7+50 ]+40 8+10 8+40 8+70 9+W 9+30 9+60 9+40 10+20 10+50 10+40 11+10 11+40 PROFILE ALIGNMENT 'A' -16"W SITE PLAN REVIEW SUBMITTAL aN TIQ sf KAU PRELLINI'NNRRY� ONLY SOUTH HILLS EF ooBAB _ WATERLINE PROFILE C-10 February zozo 4TH LEVEL �wEo JHF murraysmilh RESERVOIR Nurmy ` c HEcs o v mIM Troem X m X DATE BY REVISION — — O = WALL N � H; N 1130 — 1130 N9 1120 FIN G0. 1120 1110 V 1110 H l 0. EDN 1140 1100 N 1040 — p = WALL � N 1130 1130 1120 1120 1110 1110 0. EDN 1140 1100 N 1040 — 1490 a mw loso lceo wZ 2 lo]o lo]o V � 10f0 1400 loco loso OUTLET STRUCIORE WEEP HOLE DAYLIGHT W/FLAP VALVESLP FAN 1% / .I.- RIPRAP LINED / gtAIN OUTFALL, SEE DET 1 THIS FOR DRAIN LL DEFTMIL •]O9 / ` TLET STRUCTURE �-Z:zs:o�um:, \1lM N LEVEL SPREADER PLAN 5CALE 1"-5' OUTLET STRUCTURE 3'x3' CATCH BASIN NOTES: 1, RIPRAP FOR OUTFALL SPLASH PAD AND DITCH KAU SHALL BE CIASS 50 RIPRAP, 12' THICK. RIPRAP TO BE PLACED 5' WIDE AT OUTFALL SPLASH FACTO 12'PVC D L@4TS SHOWN. PIACE OVER MIRAFI 14ON GEOTE%TILE FABRIC OR APPROVED EQUAL. EE 2. CONTRACTOR SHALL POTHOLE AND VERIFY 11/2'- 3/9' DRAIN ROCK LOCATIONS, SIZES AND DEPTHS OF EXISTING UTILITIES. NOTI FY ENGINEEROFPOTENTIAL OVER GCOTE%TILE FABRIC - - _ _ �� INSIAWTION TO ALLOW FOR CHANGES IN - - 6' WIDE LEVELSPREADER LIP ALIGNMENT OR GRADE. 3. PROVIDE HAP VALVE AT OUTFALL AS SHOWN, O TO 12' PVC PIPE WITH RESTRAINED FLANGE 1.5' WIDE RUNE - - ` ,� CONC CHANNEL PLAN AND DETAILS C-11 IKKE �llV%%ays�ll%(h RESERVOIR N.,um�,,kM1 �.cuuoumneo..w ro� w o % of % NJ. DATE BY REVISION _�PIL ACCESS ROAD OUTLET STRUCIORE WEEP HOLE DAYLIGHT W/FLAP VALVESLP FAN 1% / .I.- RIPRAP LINED / gtAIN OUTFALL, SEE DET 1 THIS FOR DRAIN LL DEFTMIL •]O9 / ` TLET STRUCTURE �-Z:zs:o�um:, \1lM N LEVEL SPREADER PLAN 5CALE 1"-5' OUTLET STRUCTURE 3'x3' CATCH BASIN NOTES: 1, RIPRAP FOR OUTFALL SPLASH PAD AND DITCH KAU SHALL BE CIASS 50 RIPRAP, 12' THICK. RIPRAP TO BE PLACED 5' WIDE AT OUTFALL SPLASH FACTO 12'PVC D L@4TS SHOWN. PIACE OVER MIRAFI 14ON GEOTE%TILE FABRIC OR APPROVED EQUAL. EE 2. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, SIZES AND DEPTHS OF EXISTING UTILITIES. NOTI FY ENGINEEROFPOTENTIAL M �_ "="°"" "' CONFLICTS R HOURS IN ADVANCE OF PIPELINE _ _ �� INSIAWTION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. 3. PROVIDE HAP VALVE AT OUTFALL AS SHOWN, WATERM4N RE 25 OR EQUAL INSTALL FLAP VALVE TO 12' PVC PIPE WITH RESTRAINED FLANGE COUPLING ADAPTOR, EBAA MEGAFLANGE OR EQUAL ` XY/ / / SHEET NOTES: <TO fOLLOW> <TO FOLLOW> LEVEL SPREADER DETAIL i1 SCALE: NTS SITE PLAN REVIEW SUBMITTALI NOTICE KAU PRELIMINARY ONLY EE �eawE° M �_ "="°"" "' _ _ �� SOUTH HILLS LEVEL SPREADER APRIL 2020 ` ,� 4TH LEVEL PLAN AND DETAILS C-11 IKKE �llV%%ays�ll%(h RESERVOIR N.,um�,,kM1 �.cuuoumneo..w ro� w o % of % NJ. DATE BY REVISION _�PIL 11 2' 15'GMVEL] 2' \ ` 911--RACCESS ROA L', SHH STA A1i00 TO STA A6+24.5 TYPICAL SECTION - LEFT SHED A SCALE: 1 = 5 c -a EXISTGRADE FINISHED GRADE ACCESS ROAD CL , STA A6.77 TO STA A9+3] TYPICAL SECTION - RIGHT SHED c SCALE = c -a NOTES 1. STRUCTURAL FULL MATERIALS PLACED ON SLOPES STEEPER THAN SH IV SHALL PROCEED IN VERTICAL LIFTS OF V AND HORIZONTAL BENCHES OF 10 FEET WIDE EXCAVATED IMO THE FACE OF EXISTING SLOPE AT THE TOE OF THE NEW FILL SLOPE. 2. FULLSLORES SHALL BE OVERBUILT THEN CUT BACK TO FINAL GRADE. 3. SURFACE STRIPPING ARE NOT TO BE USED MR FULL 4. ON-SITE OVERBURDEN SOILS APPROVED BY THE GEOTECHNHCAL ENGINEER CAN BE USED TO CONSTRUCT FULLS OUTSIDE THE RESERVOIR FOUNDATION INFLUENCE ZONE. S. WET WEATHER FILL MATERIAL SHALL CONSIST OF IMPORTED GRANULAR MATERIAL CONSISTING OF FRAGMENTED ROCK UP TO 4' MAXIMUM SZE AND LESS THAN 5% PASSING THE NO, 200 SH VE. 6. EXISTING GROUND SHALL BE STRIPPED A MINIMUM OF 12' PRIOR TO CONSTRUCTING FULL SLOPE. STA A6+24.5 TO STA A6+]] TYPICAL SECTION - CROWN B STA A9+21.2 TO STA A30+12.05 TYPICAL SECTION - CROWN o SCAI-E I- = S.c< ROCK CHECK DAM SCALE: NTS NOTES: 1. INSTALL ROCK CHECK DAMS AT 12 -FOOT INTERVALS ALONG EACH ROADS DE DITCH. CHECK MMS 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 MICH. TYPICAL DETAIL FOR FILLING ON SLOPES �1 SCALE: NTS SITE PLAN REVIEW SUBMITTAL TYPICAL SECTION NOTES: 1. ALLGRAVEL ROAD SECTIONS SHALLINCLIDE 12" THICK, — 3/4'-0 COMPACTED CRUSHED ROCK SURFACING, COMPACTED II u I a,I.7I ilh TO AT LEAST 95% OF MAXIMUM DENSITY PER PASHTO T W ACCESS ROAD TYPICAL SECTIONS OVER MIRAH 500X GEOTEXTI IE, OR APPROVED EQUAL. 2. ALL PREPARED SUBGRADE SHALL BE FIRM, UPHI STIRRED SHID0. SUBGRADE OBSERVED AND APPROVED BY THE GEOTECHNICAL 72' ENGINEER. IF THM MR [XIES _2 . -EXIST GRADE STA A6+24.5 TO STA A6+]] TYPICAL SECTION - CROWN B STA A9+21.2 TO STA A30+12.05 TYPICAL SECTION - CROWN o SCAI-E I- = S.c< ROCK CHECK DAM SCALE: NTS NOTES: 1. INSTALL ROCK CHECK DAMS AT 12 -FOOT INTERVALS ALONG EACH ROADS DE DITCH. CHECK MMS 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 MICH. TYPICAL DETAIL FOR FILLING ON SLOPES �1 SCALE: NTS SITE PLAN REVIEW SUBMITTAL Nona — PRELLINI'NNMYYOrNLY APPIL 2020 0 MNmrt,nmlee II u I a,I.7I ilh SOUTH HILLS = 4TH LEVEL RESERVOIR ACCESS ROAD TYPICAL SECTIONS EF C-12 X °F X ° BAB E° IF THM MR [XIES oEHF c o .rosm NO. DATE BY REVISION .RETAINING WALLA—__ _—____— —___� __ 1125 1120 1115 1110 1105 1100 RETAINING WALL'A' PLAN SCALE :1 =10 1100 1+30 1+20 1+30 1+90 1+50 1+60 1+10 1+90 1125 1120 1115 1110 1105 1100 RETAINING WALL'A' PROFILE SCALE: HORQ 1 =30 VERT 1 =5 (WALLHEIGHTVARIES) NDna PRELIMINAWONLY EMI �aawrvD I w oo'February w BACK OF WALL REVEAL, 6' MIN SUBGRADE INSPECTION. 3 SLPVwE' �� 2020 FIN GR0 TOP OF IF MMRo� TOP OF WALL OHF WALL =1119.1 ` `� FIN GR0 BOTTOM OF POTTOM WALL (CONTROL LINE) OF WALL 1100 1+30 1+20 1+30 1+90 1+50 1+60 1+10 1+90 1125 1120 1115 1110 1105 1100 RETAINING WALL'A' PROFILE SCALE: HORQ 1 =30 VERT 1 =5 (WALLHEIGHTVARIES) NDna PRELIMINAWONLY EMI �aawrvD I w oo'February w BACK OF WALL REVEAL, 6' MIN SUBGRADE INSPECTION. 3 SLPVwE' �� 2020 IF MMRo� murraysmi h nrnnvasuasf^ OHF Murraysmi[F ` SHEET NOTES: 1. CONTRACTOR SHALL CONSTRUCT RETAINING WALLS AND PERFORATED DRAIN LINES PER FINAL DESIGNS BY OTHERS TO ENSURE PROPER DRAINAGE AND STRUCTURAL STABILITY. MR TYPICAL RETAINING WALL DETAIL, SEE DET 1, THIS SET. 2, RETAINING WALL CONTROL LINE IS SHOWN AS THE BOTTOM OF THE EXPOSED FRONT FACE OF WALL 3. 6 -INCH MINIMUM VERTICAL EXFOSU RE REQUIRED ABOVE THE TOP BACK OF WALL AND 12 -INCH MINIMUM VERTICAL BURY REQUIRED AT THE BOTTOM MONT OF WALL. NOTE: GRAVITY RETAINING WALL (WALLHEIGHTVARIES) 1. ROUTE WEEP HOLE DRAINS TO DAYLIGHT. 2. FINAL. BASE AGGREGATE DEPTH TO BE DETERMINED BY ENGINEER, FOLLOWING w BACK OF WALL REVEAL, 6' MIN SUBGRADE INSPECTION. 3 SLPVwE' �� 01--Y' DRAIN ROCK BAO(FILL 9' HDPE WEEP HOLE DRAIN PIPE AT MIN 20' OC, S1 -P=1% MIN, SEE NOTE 1 SS SCREEN AT RIFE END FOR VARMINT GUARD, TIP 9' PERF HOPE DRAIN PIPE W/ ADS 'DRAIN GUARD' OR APRAD EQ FOR Ro ENTIRE LENGTH OF RETAINING WALL, SLP=1% MIN D £ "-O" OR BASE AGGREGATE a�4 Y4 TYPICAL RETAINING WALL SECTION �1 SCALE :3 8'-1'-0'� SITE PLAN REVIEW SUBMITTAL SOUTH HILLS RETAINING WALLA' 4TH LEVEL PLAN & PROFILE C-13 RESERVOIR —FFRIFNo. 1Q-1 vms. nc11—N I oars. FFRFI -fTfT X of X 1130 1125 1120 1115 1110 TOP OF WALL FIN G0. @TOP OF WALL F[N G0. @ BOTTOM OF WALL (COM0.0L LINE) BOTTOM OF WALL 1100 1+30 1+20 1+30 1+90 1+50 1+60 1+70 1+90 1M0 2+00 2+30 2+20 2+30 2+90 2+50 2+E0 2+J0 1130 1125 1120 1115 1110 RETAINING WALL'B' PROFILE SC LE: MRIZ 1'=10' VERT V=5— SITE PLAN REVIEW SUBMITTAL NDna NOTES: PRELIMINARY ONLY `°""`°"`°'�'""" °° February zozo w Marrary 2020 ..........:.. murraysm�7h � = eiwrvcnranwn� —C, SOUTH HILLS 4TH LEVEL RESERVOIR RETAINING WALL'B' PLAN & PROFILE EF C-14 % of % try 1. CONTRACTOR SMLL CONSTRUCT RETAINING WALLS AND PERFORATED DRAIN LINES PER FINAL DESIGNS BY OTHERS TOENSURE PROPER DRAINAGE AND STRUCTUMLSTABIIITY. FORTYPICALRETAININGWALLDETAU, . °mow`° J '' - �� \�\ \ I \J SEE DET I, THIS SHT C-15. / / ✓� cCN.N / jf�//'_ j/ NO. GATE BY \ 2. RETAINING WALL CONTROL LINE IS SMWN AS THE BOTTOM OF THE EXPOSED MONT FACE OF WALL. ABOVE TOP BACK OF WALL AND I2 -INCH MINIMUM RE OF WALLHE VE0.TIC4M BURY REQUVERTICAL IRE AT THEBSUREREQUOTTOMIIRED ve _ y7/ CLEARING LIMITS k / 1+W VMO — _ UGP__ C9 2+ /—� UGP RETAINING WALL'B' PLAN SC LE: 1 =10 1130 1125 1120 1115 1110 TOP OF WALL FIN G0. @TOP OF WALL F[N G0. @ BOTTOM OF WALL (COM0.0L LINE) BOTTOM OF WALL 1100 1+30 1+20 1+30 1+90 1+50 1+60 1+70 1+90 1M0 2+00 2+30 2+20 2+30 2+90 2+50 2+E0 2+J0 1130 1125 1120 1115 1110 RETAINING WALL'B' PROFILE SC LE: MRIZ 1'=10' VERT V=5— SITE PLAN REVIEW SUBMITTAL NDna KAU PRELIMINARY ONLY `°""`°"`°'�'""" °° February zozo w Marrary 2020 ..........:.. murraysm�7h � = eiwrvcnranwn� —C, SOUTH HILLS 4TH LEVEL RESERVOIR RETAINING WALL'B' PLAN & PROFILE EF C-14 % of % °mow`° IFMR DOES FT�M�RNE - HENNF.s°.I °�w ]HF cCN.N mTm FCRF NO. GATE BY REVISION 12' THK CR SURFACING COMPACIED TO AT(FAST 95% OF MAX DENSITY PER PASHTO T-93 OVER MIRAFI SOO%GEOTEXTIIE OR AFWD EQ SUBGRADE PREP, SEE NOTE 1 J NOTE: 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE GEORLHNICAL ENGINEER. CRUSHED ROCK SECTION SEATS NIS - VARIES, 15' MIN 6" RINGWALL IXPoSURE SLP VARIES, 2% MIN =U.G.DE, SEE DET 1, THIS SHE nIV TA90VER MIRAFI SW% GEOTE%TILE OR APWD EO NOTES: 1. ALL PREPARED SUBGRADE SHALL BE FIRM, UNDISTURBED SUBGRADE OBSERVED AND APPROVED BY THE ENGINEER. 2. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 ESI IN N DAYS. ALL CONCRETE SHALL CONTAIN 5% (1%+) AIR ENTRAINMENT. SLUMP SHALL BE V TO 4". REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. PAD SWILL INCLUDE 15 BARS AT l2" ON CENTER EACH WAY, MINIMUM. DETAIL AND PNCE ACCORDING TO ACI MANUAL SP -66. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 2- FOR BARS AND 3" WREN PLACED AGAINST EARTH. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2'-0' AT CORNERS AND WALL INTERSECTIONS. TYPICAL CONCRETE PAD ADJACENT TO RESERVOIR /2 SEATS NTS TYPICAL GRAVEL ROADWAY SECTION AROUND RESERVOIR �1 SCALE: NTS RESERVOIR SHELL 1'CHAMFER � SLP -2% DENSE W/ EG 64-22 1, 'y'O £ COMPACTEDNTBASE, LEAST95%OFMAX DRY DENSITY PER 1L /� 32 ° `0�'0`' \•/ 1 PASHTO T-99 ��/ °O $({�j�� O / 24' THK Y4' -D CR ION HOSE, MMPAUED TO AT LEAST 95% OF 4" DIA FRENCH DRAIN, 'T���/ MAX DRY DENSITY PER PASHTO T-99SEE DET 61 THIS SHE ° O O �' ` SEE DRI NGWALLFWT[NG, FOUNDATION E, TO24-INCH CRUSHESTRUCTURAL ROCK SEE CET I, SHE S-9 ESR UIREDWIT,INSTALLATIONIFLUENEILL ASR DIRER W[TH[N FOUNMTION INRNENCE MIN FABRIC OR APWD EQ 4- CORRUGATED HOPE PERF PIPE, ADS 401 OR APPVD EQ, 1.0% SUP MIN FRENCH DRAIN SECTION s SCALE: 1'=1'-O' ZONED E, COMPACTED TO AT LEAST 95%OFMAX DRY DENSITY PER PASHTO T-59, SEE SHE C-] MR MORE RINGWALL FOUNDATION %41 OV REXCAVAnoN RNiFILLL of AND STTRUCTU SCALE: NES - REQD[RED. SITE PLAN REVIEW SUBMITTAL NDna X � N YRLIOMIINNRRYM 0 INLY February 2020 -}/� SOUTH HILLS 4TH LEVEL CIVIL DETAILS - 1 EF C-15 D BAB D �' IF THM MR OtEt X11 rr �+�f1 ��/LII I �,I.7III%(//` RESERVOIR THENc t Mmrny mIM X °I K HECNE o NO. DATE BY REVISION MH -11.0, SHE C-19 EL WASHER, W/ OVERSIZED ID TYP PYROK G-10ItFlUG, _ SID MH FRAME AND M4TCX FlN GR UNPROTECTED PIPELINE OF FIANCE W/ 3 WRAPS 20�� 4"HDPE SO WASHERS, TY COVER, SEE SID DET LB' DDA TYPE 1 MH W/ 5'-3' BASE, 12-PVC D �����V� �V�� 4-1, BHT C-19 3'-0' RISER AND 11" FLATTOP 1. ALL PIPE AND FITTINGS SHALL BE ROX G-10 INSULATING MATERIAL LIST NOTES 2, FY LOCATION OF GOOSENECK WITH 4' PVC SO FROM TELM BLDG ON ENGINEER V, LENGTH TO EXTEND ORSUBMERGEDWASHEINSULR 1. FORNOTI 1 / 12 -DI D W/ HIED ON PROMCEDSIDEOTION, IN NOT INSTALL INSULATING WABHE0. ON %tOTECIED SIDE OF 3, DIP ALL STEEL PARTS TOTHESTL WASHER INSULATING FLANGE. FW VALVE 12' DI FROM RES DRAIN EA SIDE OF FLS GED SULATING WITH COLD 2, COAT BURIEDORMASTIC Ol W CL SO DIP, REAR AL v_n �A WITH p BUTYL RUBBER ADHESIVE, POLYETHYLENE BACKED TAM. T STEPS, SEE SID DET n O3 STI SCHED BENDS, PILE 4° PVC D FROM RES FON DRAIN o-1, BHT C-21 IN NE IE=u z INSULATED FLANGE z GOOSENECK ASSEMBLY �1 4' PVC D FROM VALVE VAULT LL FACE STD L' �' - F— 2% SLOPE IN(BE)IE=110].43 SHORT D SHORT RADIUS 90° BENDS, WELDED } NOWSHRINN 12' P/C OUTLET TO DRAIN OUTFALL SULATED GASKET GROUT ALIGN'B', OUT (NW) IE=1106.]6 O C COMPACTED LEVELING PAD, 6' TMX, Y," -O OR n� SECTION A -A O O O3 GCA STESCHED 40 1. PROVIDE 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 dITSIDE TO PROVIDE EPIPE I CLTHK E END CAP (WELDED), VENT TOINCWDE FRENCH DRAMS. 2. INSTALL LINK -SEALS OR NON -SHRINK GROUT AT ALL MANHOLE PENETRATIONS, SEE DETAIL 2, SHEET O O APPROX 36 - 1" DIA HOLES AT AWROX 4"PVC D W/"SPACING 4. STEPS SHALL BE PROVIDED FROM MR OF MANHOLE, TERMINATING 12 INCHES ABOVE GROUTED fROTEQED CHANNEL AT WE OF MANHOLE. ON PIPE SECTION & END 4'PVCD FEAR VALVE OUTLET. PIPELINE CqP, TACK WELD Y,' GAUGE GALV SCALE: u2'=1•-0' SITE PLAN REVIEW SUBMITTAL Nona H �1 � N .R.LI.NINNRRY ON, rY February 2020 �� 0 WIRE MESH INSIDE PERFORATED RIM _� PLAN CIVIL DETAILS - 2 EF C-16 D BAB D rryJHF NMM�UNE �� u I a,I.7II tth*"` X11 rr �+�f1 RESERVOIR 3 ]DINT, SEE INSUL fLG DET, O Mmrny mIM I'11NTi[ X a X c o TYP °� NO. DATE BY REVISION TMOS STIHOEN RIMEL=1114.]5 _ SID MH FRAME AND M4TCX FlN GR UNPROTECTED PIPELINE OF FIANCE W/ 3 WRAPS 20�� �������������� NOTES: COVER, SEE SID DET LB' DDA TYPE 1 MH W/ 5'-3' BASE, MIL PVC TpFE �����V� �V�� 4-1, BHT C-19 3'-0' RISER AND 11" FLATTOP 1. ALL PIPE AND FITTINGS SHALL BE RESTRAINED. NOTES 2, FY LOCATION OF GOOSENECK WITH 4' PVC SO FROM TELM BLDG ON ENGINEER IN (SW)IE=1111.9] ORSUBMERGEDWASHEINSULR 1. FORNOTI 1 HIED ON PROMCEDSIDEOTION, IN NOT INSTALL INSULATING WABHE0. ON %tOTECIED SIDE OF 3, DIP ALL STEEL PARTS n � INSULATING FLANGE. THOTER FABRICATION. AFTER FABRICATION. 12' DI FROM RES DRAIN ALIGN'B', IN (E)IE-E=1110.20 GED SULATING WITH COLD 2, COAT BURIEDORMASTIC v_n ASSEMBLING APPLIED COAL TUR MASTICEFIER pOLYETHYLE NEIN AND AFTER SEMBLINJOINTB M. WITH p BUTYL RUBBER ADHESIVE, POLYETHYLENE BACKED TAM. T STEPS, SEE SID DET n 4° PVC D FROM RES FON DRAIN o-1, BHT C-21 IN NE IE=u z INSULATED FLANGE z GOOSENECK ASSEMBLY �1 4' PVC D FROM VALVE VAULT SCALE: MS SCALE: HIS - F— 2% SLOPE IN(BE)IE=110].43 } NOWSHRINN 12' P/C OUTLET TO DRAIN OUTFALL GROUT ALIGN'B', OUT (NW) IE=1106.]6 COMPACTED LEVELING PAD, 6' TMX, Y," -O OR SECTION A -A NOTES: 1. PROVIDE 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 dITSIDE TO PROVIDE SMOOTH, WATERTIGHT FLOW CHANNEL FLAP VALVE NOT REQUIRED ON 12' PJC OUTLET OR &' HDPE FRENCH DRAMS. 2. INSTALL LINK -SEALS OR NON -SHRINK GROUT AT ALL MANHOLE PENETRATIONS, SEE DETAIL 2, SHEET M-6. 4. STEPS SHALL BE PROVIDED FROM MR OF MANHOLE, TERMINATING 12 INCHES ABOVE GROUTED CHANNEL AT WE OF MANHOLE. 5. INSTALL FLOW CHANNEL, GROUT BOTTOM OF MANHOLE WEN SMOOTH FINISH AT 2% SLOPE TOWARD OUTLET. 48" MANHOLE MH -1 SCALE: u2'=1•-0' SITE PLAN REVIEW SUBMITTAL Nona H �1 � N .R.LI.NINNRRY ON, rY February 2020 �� -}/� _� SOUTH HILLS 4TH LEVEL CIVIL DETAILS - 2 EF C-16 D BAB D rryJHF NMM�UNE �� u I a,I.7II tth*"` X11 rr �+�f1 RESERVOIR Mmrny mIM X a X c o ]ro NO. DATE BY REVISION 3,000 P51 28 DAY S CONC FTC KXST SIZE, SPECS I BRACE POST, MR SIE, SEE SPECS,TYP • SEE SPECS MR MORE INFORMATION CHAIN LINK FENCE /31 SCALE: NTS SET POSITION OF— SLEEVE IMMEDIATELY BEHIND TOP MOST WALLIIMT POST PRESSED STE "" SUPPORT, SEE FENCE NOTE 1 TOP HINGE (ISO-SWIN BRACE POST, MR SEE, SEE SPECS BOTTOM HIT (180• SWIN PMI SUE, SPECS, WE CHAIN LINK GATE z SCALE: NTS FENCEFOOTING DETAIL 3 TYPICAL FENCE POST AT RETAINING WALL DETAIL 4 SCALE: NIS SITE PLAN REVIEW SUBMITTAL GRAVITY RETAINING MIN IV DIA PVC SLEEVE, � U WALL X11 rr �+�f1 �} IIILII I ayJI1I%Lh` MIN 48' DEEP PENCE ROTES: EF C-17 % a X DDBAwED BAB FILL SLEEVE W1 CONC, SET 1. BARBED WI RE CLIMB BARRIER PRESSED STEEL SUPPORTS SHALL 1 p PENCE POST FACE AWAY FROM THE STE AT 45• ANGLE. TRANSITION TO VERTICAL nJHF D p .ro5UN LE WERE SUPPORT AT GATE LOCATIONS. p' - 8 d -. AT BEAST9LCOMPAAXIM 2. TENSION W[0.ES ARE NOT ALLOWED IN PLACE OF TOP O0. BOTTOM p M LEASITY RAILS. PER ASHMUM DENSITY PE0. PASHTO T-99 p o ,.: 3. PROVIDE TRUSS RODS AND CRCGS-BRACING TENSION WIRES IN -4 ,/�. ACCORDANCE MIN COOT STANDARDS. 4. LAYOUT AND INSTALL FENCE POSTS TO MAINTAIN MAXIMUM V SPACE BETWEEN BOTTOM OF PENCE AND GROUND SURFACE. FENCEFOOTING DETAIL 3 TYPICAL FENCE POST AT RETAINING WALL DETAIL 4 SCALE: NIS SITE PLAN REVIEW SUBMITTAL NDncE M � U YR.LI.NINNRRY ONLY APRIL zozo MmFF,nroTen X11 rr �+�f1 �} IIILII I ayJI1I%Lh` _ SOUTH HILLS 4TH LEVEL RESERVOIR CIVIL DETAILS - 3 EF C-17 % a X DDBAwED BAB IF THM MR 0� nJHF D .ro5UN LE NO. DATE BY REVISION AND WIRE SPUCE DETODE Mona xau PRELIMINA�RY�1 �Mx mrary zo2020THENnor o�w " vE. me o EERWu s5^ IS 1MF MurRysmi[F _CHHE_C�D murraysmi h") 0 SITE PLAN REVIEW SUBMITTAL SOUTH HILLS STANDARD DETAILS - 1 4TH LEVEL C-18 RESERVOIR x m x M' -_ I STANOARO MANHOLE IV PLFN a �e SECTION C-> SEC9°N 6-B 1— NOTla -u YRELIMIN�R`/ .�Er.»��01 owI° February 2020 JIlF Nurme THEN m ror cnEcN,, ml!b E -NE sEcronoaA .MI .... o A A PIANV(EW e SFN29R"la4 NJ[c IYIN* APL I AU/LS kLNf � 4-)Q �r NOTla -u YRELIMIN�R`/ .�Er.»��01 owI° February 2020 JIlF Nurme THEN m ror cnEcN,, ml!b S=CTOmnr wwma•. n o.,,re�rw �MANH2LL murraysmi h") 0 l�.a ° n oor00000,,„ m rm� a AIJULUUM �l ngnWeen Dean cmeu ensu pff O GH 6A5 N ^^-^^ 4-11 SITE PLAN REVIEW SUBMITTAL SHEff SOUTH HILLS STANDARD DETAILS - 2 4TH LEVEL C-19 RESERVOIR x m x CONCRETE PAD, V INK MIN TELEMETRY BUILDING PLAN SCALE: 3/8'=1'-W NOTES: 1. CONTRACIORSHALLSUBMIT MANUFACTURERS SIANDARDCOLOR SCHEDULES FOR CMU BLOCK AND STANDING SEAM METAL ROOF MR OWNERSEIECTION. 2. INSTALL ROOF AND CEILING PER MANUFACTURER'S RECOMMENDATIONS. 3. SEE SHEET A-2 FOR TYPICAL SECTIONS. 4. SEE STRUCTURAL SHEETS FOR STRUCTURAL COMPONENTS. 5. SEE ELECTRICAL SHEETS POR ELECTRICAL COMPONENTS. 6. SEE MECHANICAL SHEETS FOR HVAC COMPONENTS. ). ALL EXTERIOR CONCRETE HOUSEKEEPING PADS SHALL BE 6" THICK MINIMUM, UNLESS NOTED OTHERWISE. 8. INTERIOR DIMENSIONS SHALL BE 10'-0" BY 12W . 9. DOORS SHALL HAVE HOLD -OPEN MECHANISMS AND 180° SWING. DOORSCHEDULE DOOR D-1 LOCATION EXTERIOR MOTH DOUBLE 3'-OEACH HEIGHT COCOA ROUGH OPENING 6 -4 x7 -4 COATING SYSTEM 101 DARKGREEN DW February 2020 METALGUTTER, INTAKEI METAL DOWNSPOUT, TYP, ATTACH TO CMU WALL NOTICE ITEM FINISH COLOR REMARKS ALL EXTERIOR WALLS CMU, COATING SYSTEM 305 KAU PRELIMIN� 01 H IAN COCOA MR ELEVATIONS DOOR D-1 COATING SYSTEM 101 DARKGREEN DW February 2020 INTERIOR WALLS JHF Murrey-mIM THE. M ROTrosn CHECKEED COATING SYSTEM 301,105 WEST ELEVATION SCALE: 3/W=1' -W EXHAUST LOUVER — SMOOTH -FACE CMU ABOVE 8'-0' ALL SIDES, TYP SPLIT-FACECMU BELOW W -W ALL SIDES, TYP GUTTER DRAINS, COMBINE AND ROUTE TO MH -1 W/ 4' FVC D EAST ELEVATION SCALE: 3/W=1' -W SOUTH ELEVATION SCALE: 3/8'=1'O' nn NORTH ELEVATION SCALE: 3/8"=1'-0" MATERIAL FINISH SCHEDULE ITEM FINISH COLOR REMARKS ALL EXTERIOR WALLS CMU, COATING SYSTEM 305 WILIAMETTEGMYSTONE, SMOOTH B SPLIT FACE CMU BLOCK, COCOA MR ELEVATIONS DOOR D-1 COATING SYSTEM 101 DARKGREEN CUSTOM MATCH PER OMER INTERIOR INTERIOR WALLS NONE SEE EXTERIOR WALLS CMU BLOCK, SMOOTH FACE CONCRETE STAB ON GRADE COATING SYSTEM 301,105 NATURAL SEE SCHEDULE OF FINISHES IN PROJECT SPECIFICATIONS MAT AFTER ALL DECK SCREWS CEILING COATNG SYSTEM 211 WHITE INSTALLED murraysmi h") 0 STANDING SEAM METAL ROOF W/ RIDGE VENTING, SEE SPECS SITE PLAN REVIEW SUBMITTAL SOUTH HILLS TELEMETRY BUILDING PLAN A 1 4TH LEVEL AND ELEVATIONS RESERVOIR NOTES: 1. MR VENTED ROOFING, PROVIDE CONTINUOUS AW MINUM VENT. 2. TRIM ROOF SUPPORT PER STRUCK RAL PIAN AND DETAILS. SOFFIT DETAIL SCALE: 1'=1'-0' aRKSHER, SEE SEE ENIARGEMEM'B' STRU METALO MLSHEETS METAL ROOF ASSY, SEE DET 4, THIS SIFT - SOFFIT PANEL CMU WALL �J� TRIM FASTENED SEALANT 20 GA. 'C' TRIM DECKING METAL ROOFING PANEL 22 GA CONI CLEAT, FASTENED 16' OC 6' METAL GUTTER ,R FASCIA TRIM SOFFIT PANEL J 20 GA'L' BRACKET CONT 22 GA GALV CONT CLIP, FASTENED 16' OC FASTEN 16' OC CORROSION RESISTANT FASTENERS, WP NOTE: PARTS EXAGGERATED MR CLARITY. 'I' TRIM FASTENED 16' OC, IAP 9'W/SEALANT ENLARGEMENT A METALROOFASSY 2a,14 WIN DRIED CEMR ' LWFHT PANEL 20 GA 'C BRACKET, CONT FASTENED 16' OC 24 GA KYNAR RAKE PUSHING HOOK COM CLEAT, BLIND FASTEN LAPS W/ MR RIVET ATTACHMENTAND "-L 'SOCK 10' OC 22 GA CONT CLEAT, FASTENED 16' OC 24 GA KYNAR FASCIA TRIM HOOK CONT CLIP, FASTENED 24' OC, 'S' -LOCKS 10' OC CORROSION RESISTANT FASTENERS, WP 22 GA GALV CONT CLIP, FASTEN 16' OC 9' TRIM, FASTENED 16' OC, IAP 4- W/ SEALANT 20 GA GALV RIDGE SUPPORT ADEQUATE DRAG LOAD FOR ROOFSYSTEM '2' CLOSURE SEI IMO CONT SEALANT, (4) FASTENERS PER PANEL CORROSION RESISTANT FASTENERS WP 20 GA 'C' TRIM NOTE: PARTS EXAGGERATED FOR CLARITY. RIDGE DETAIL �z SCALE: NTS - 24 GA KYNAR RIDGE CAP, IAP W/ CONT SEALANT, BLIND FASTEN AT LAPS ROOFING ASSY SHEET NOTES: 1, SELECTED STRUCTUML COMPONENTS ARE OMITTED MR CLARITY THIS SHEET. SEE STRUCTURAL DRAMNGS FOR COMPLETE STRUCTURAL DETAILS. 2, METAL ROOFING SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTION AND AS SPECIFIED. 3. ALL EXPOSED SHEET METAL COMPONENTS SHALL HAVE A PRE -MANUFACTURED FINISH. METAL ROOF PANEL SELF-ADHESIVE VAPORDEKFAST PERMEABLE U NDERIAYMENT 4' RIGID INSUL, R-25 Ya' DENSDECK SELF-ADHESIVE VAPo0. BARRIER UNDERLAYMENT METALDECKING ROOF SUPPORT PER STRUCT GWGS ARC SWT WELD, WP, EA SUPPORT LOCATION METAL ROOF ASSEMBLY DETAIL i4 NOTE: PARTS EXAGGERATED FOR CLARTW. SCALE: 3'=1' -0 - GABLE END SUPPORT DETAIL GALE: i1 ENLARGEMENT'B' 1 '=l' 0, TLACE-NT� SITE PLAN REVIEW SUBMITTAL Nona ° K KAU PRELIMINARY ONLY °°`°"EE'°°MROUDIUM February Feer°ary mm murraysm�7h SOUTH HILLS 4TH LEVEL RESERVOIR TELEMETRY BUILDING ARCHITECTURAL DETAILS — 1 "EF A-2 °®s"E° BAB IF THEM `°°g "°T"6e°REr OHF T"Fm"?meeRCE Murra Ysrrlh xrvcnern wn�ry xnaan 1 1 n c"weE° NO. GATE BY REVISION 8- CMU WALL MID&SEALANT HEAD DRIP GALV FRAME — FOAM INSUL FILL GALV DOOR W/ FOAM FILL INSUL (3)ANCHORS IAMB MID&SEALAI GALV FRAME FOAM INSULF GALV DOOR N FOAM FILL IN' IAMB BACK &SF/ HEAD JAMB SIML M4NUFA7URED COMBINATION LOUVER/DAMPER ('BIRD SCREEN EXTERIOR EXTENDED SHEEI METALSILL FLASMNG BACK &SF/ ALL NEOPRENE WOR SWEEP MAK%MGT AL THRESHOLD -FILL VOIDUNDER W/SEALANT SEA, W1 BACKER MOD IN IT SILL LOUVER OPENING SCALE: 3"=1-0' 1NGLE @ &SILL 3@N' FERECA EXTERIOR DOORS SC4LE: 3'=1'-O' SITE PLAN REVIEW SUBMITTAL Nona NE° p ONLY 2020 off Mmrme mft murra smil, _ SOUTH HILLS 4TH LEVEL RESERVOIR TELEMETRY BUILDING ARCHITECTURAL DETAILS - 2 EF A_3 1 1 A °RLIEM]'NNRRYO BAB NOTMDGUNE THEN E.B.M =By�g.I..N E.NFebruary °"JHF Troem NO. DATE S-11. GENERAL SIRUCEURAL NOTES S-2 GENERAL STRUCTURAL NOTES GDnlm ASSURANCE S-3 GENERAL STRUCTUML NOTES DUALITY ASSURANCE S-4 RESERVOIR MENUAPON PLAN AND SECTOR S-5 RESERRDIR STRUCTURAL DUANE FOUNGTOX AND ANCHORAGE PEONES S-6 RESERVOIR STRUCTURAL DETAILS S-]RESERRDIR STRUCTURAL DUANE S-8TEENETRY WIWINA PVNS AND SECTORS S-9 1ELEMME RUEIG C U CENTS S S-10 TELEMETRY BUILDINGIXVCIDRAL DETAILS GENERAL STRUCTURAL NOTES' I. THESE NOTES ME GENERAL IN NATURE AND WE INTENDED TO SET MINIMUM STANDARDS FOR WNEIRUCTIROM THE GONT MR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF MEM ON SITE AT NL TIMES, 2. FCR ANY PORTON OF THE CONSTRUCIION MICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED CONSIRVGTON OR WHERE CIXIRICR EXIST, N IS THE CONTRACTOR'S RESPONSIBILITY i0 I. ADDITION. INFORMATION (RNe) MD/CR CLARIFlGTIOxS BEFORE CONSTRUCTION. 3. ALL WORK SHALL BE IN STTICT CONFORMANCE WELL ME 2018 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY ME 2C 19 OREGON STIVCNFAL SPECIALtt CODE (OSSC). ALL BUILDING ELEMENTS AND COMPONENTS HOT SPECIFICALLY OETULED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED MO CONSTRUCTED IN ACCORDPNCE WTH ME MINIMUM STANDARDS CONTAINED IN ME IBC AS AMENDED BY ME SEAM OF OREGON, 6 E CONTRACTOR SRLLL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION, THE ENGINEER SELL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 5, ME CONT AFTOR, SUBCONTRACTORS AND SUPPLIERS SHALL INSURE COORDINKTKN OF CONTRACTOR BE ELEMENTS AND DEFERRED SUBMITTALS WITH NL DESIGN DISCIPLINES WHIM THE CONSTRUCTOR SET COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN ME CONTRACTOR SUPPLIED/DMIGNEO ELEMENTS ANO ME CONSTRVCIION DMWINDS PRIOR i0 FABRICATION AND OELMRY TO ME PROJECT SITE. ME PROTECT ENGINEER SHALL BE NOTIFIED IF CONFLICTS EXIST. G. ME CONTRACT STRUCTURAL DG'MNCS REPRMFM ME FINISHED STRUCTURE. MEMBER, PROCEOURM, AND SWVENCE OF CONSTRUCTION ARE THE WBPONEISIUJIY OF ME CONTRACTOR. THE CONTRACTOR SRALL TME ALL NECESSARY PRECANIOxS TO MANTAIN AND ENSURE ME IMEGRItt OF THE STRUCTURE AT ALL SGGM OF CONSTRVCIION. ]. CONSTRUCTION LCOS SHALL NOT EXCEED ME DESIGN MME LOAD FOR THE STRUCTURE. PRONDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY ANO MERE SIRUCMRES HAVE NOT ATTAINED DESIGN STRENGP, B. CLADDING. WATERPROOFING. AND ARCXNECTRUM FUTURES ME BY OTHERS AND ARE OUTSIDE ME SCOPE OF WORK, ANY DEPICTON OF SUCH FEATURES ON ME STRUCTURAL DRAWINGS ORE NO INTENDED TO BE USED MR CONSIRVWON. REPRESENTATION OF SUCH FEATURES ON MESE DRAWINGS AMY OR MAY NOT BE PCCVRATE REFER TO MCHTECTNRAL DRAWINGS ANO/OR SPECIFICATIONS. JOB SITE CONOTONS AND WEE I. CONTACTOR AGREES THAT THEY SHALL ASSUME BOLE ANO COMPLETE RESPONSIBILITY WR JCB SITE CONONUNS DURING ME COURSE OF CONSTRUCTOR OF THIS PROJECT, INCLUDING SAFER OF ALL PERSONS AND PROPERTY: THAT NIB HA REQUIREMENT SHALL APPLY CONTINUOUSLY AND HOT BE LIMNRMAL ED i0 NOWDRONG HOURS: AND THAT ME CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLO ME ENGINEER AND ITS REPRESENTATIVE RANKLES FROM ANY AND ALL LIABIMIY, REAL OR ALLEGED, IN CONNECTION WITH ME PERFORMANCE OF WORK ON MIS PEW ECT. EXCEPTING FOR WBIIDY ANTEING FORM NE SOLE HEGUGENCE OF THE ENGINEER. RECUBMIR BEGUN OS: PER 2019 BRAD & ANNE 0100-11 1603.1.1 - FLOOR LIDS: 1003.11 - RCCi LCOS: DEAD LOAD DEAD LOAD __...__...__...__...__...__...__...__...__...__. 11 MF LEVE LOAD SEE SNOW LCOS 1603.13 - ARM WAGE DEAD LOAD ...__...__...__...__...__...__.......................... GROUND SNOW LIMO. 19 ................................................... 31.5 PST (PER SEAQ ADJUSTER FOR MENATIGN) Mi -ROOF SNOW LOAD, HE 28 PSF SNOWEXPOSURE FACTOR CA - ..................................- L. SHOW LUNG IMPORTANCE FACTOR, le ------------__. I.2. CATEGORY N THERMAL FACTOR, C[ ._....._....._. ................................. 1.1 1603.1A - WINO OLEIN CRI SNOW LOAD IMPFRFAXCE FACTOR, 11 ----. .............---- ULTIMATE DESIGN WINO SPEED. VWt __...__....._...__. 110 MPH NOMINAL DESIGN 'MND SPEED, Veatl .......................... BS MPH RISK CATEGORY ............... IV WINO EXPORT ._....._....._....._....._....._. .................._. EXPOSURE C IMPORTMCE FACTOR__...__...__...__...__....._....._....._...__ 1.15 WINO PRESSURE, N._....._....._....._. ................................_. LISPCF 1803.1.5 - EARTHQUAKE OMICN CRTERI WIND EXPOSURE RISK GATEWAY ------------ IV SEISMIC IMPORTANCE FACTOR, L ............... 1.50 SPECTRAL ACCUERATON. S .._....._....._....._....._....._.... 0.63 9 SPFMA ACCEIFRATON. S . ........................................... 0.36 g SITE CU55.................................................................... D (DEFAULT) SP.ME RESPONSE WEFFlCIFM. $q .......................... 0.55 9 SPECTRAL RESPONSE COEFFICIENT, SAT ._....................... OA] g SEISMIC DESIGN CATEGORY ........................................... CATEGORY D IMPULSIVE RESPONSE MOOIFIGTON fPLi0R5. Ri __..... 30 (MECXONICALLY ANCHORED) COMIERIVE RESPONSE MOOIFIGTON FACTORS, BE .._..... ID INPUISIVE DESIGN ACCELERATOR, M I .............. OZO g COMIERIVE DMIGN /SCELERATON, I ............................. 0.12 g TELEMETRY BUILDING DESIGN DOMM. PER MIS 190 & 2019 MAC 1603.1.1 - FLOOR LIDS: DEAD LOAD IS PSP MME LOAD 2s WE 160.1.1.2 - ROOF LOADS: DEAD LOAD ...__...__...__...__...__...__.......................... IS PSP HA2 LOAD SEE SNOW WA05 1603.13 - SNOW LOA05' GROUND SNOW LOAD. P9...__..._ ....................................... 31.5 PSE MT -ROOF SHOW LOAD. BE ........................................... 32.1 PER SHOW EXPOSURE FACTOR. Ce ...__...__ ............................. 1.1 SNOW LOAD IMPFRFAXCE FACTOR, 11 ----. .............---- 1.2. CATEGORY N MEW& FACTOR. Ct...__...__...__...__....................... 1.1 SLOPE FACTOR. Ce ...._....._....._....._....._. ......................... ITS 1603.1 .4 - WINO DESIGN CRRERIA CURRENT CERTIFICATION SRLLL BE SUNNI TO THE ENGINEER WR APPRWAL PRIOR TO UJIMPTE DESIGN WIW SPEED. VAIL ............ 110 MPH NOMINAL DESIGN WINO SPEED. V Ml ............ M MPH MSK CATEGORY R WIND EXPOSURE EXPOSURE C 1603.1.5 - GRIROUME DESIGN CRITERIA MSK CATEGORY M SEISMIC IMFd . FACTOR. F ................................... 1.50 SPECTRAL MCELERATON. S ...__...__ - ...................... U. 9 SPECTRAL ACCELERATION, SI - ...................... 0.36 g SNE CVv6 .........-............................................... D (GEiWM) M ECHWICAL ANCHORS IN ACCORWJNCE WITH THE CONTRACT DOCUMENTS AND WIN SNOT 0.54 SPECTAL RMPOKER OOEFEICIENT, b .....................- 0.4] 9 SEISMIC DESIGN CATEGORY ............ _...__....._....._....._. CATEGORY 0 SEISMIC FORCE RESISHNG SYMMO) .......................... SPECIAL REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION FACMADD). R ............ 5.0 SEISMIC RESPONSE COEWICIENTED). G ............ 0.162 0 .........................._..... _.............._ 2.53 NIM CHEAP MPROCEDURE LYQR o EDURE......_-.._- ............................... GENERAL PROCEDURE. PER ACE -1 CONCRETE 1. PLIC CONCRETE SHALL BE HARD MEN CONCRETE MEETING REQUIREMENTS OF ACI -301. SPEG FFEATOHS WR STRUCTURAL CONCRETE WR BUILDINGS', MIX PROPORNONS WILL BE PER ACI-YJI. METHOD 2 OR THE ALTERNATE PROCEDURE. SUBMIT MIX DESIGN MR RENEW BY STRUCTURAL ENGINEER WR MPRWK PRIOR i0 CONSTRUCTOR. 2. STRUCTURAL CONCRETE SHALL ATARI THE FOLLOWING MINIMUM COMPRESSNE STRENGTH AT 28 CARAT TYPEdo AIR GUAM 4.500 qi 1-D' 045 EX FOOTINGS 4.500 Rai 1-4' 0.45 A% 1. ALL CONCRETE EXPOSED TO WFAMER SHALL CONTAIN 8% (1) 1% NR ENTRAINMENT BY VOLUME AIR NT ERAINMENT MADE W IN CONFORMANCE WNH ATM C260 AND CHM. 4. COW WEATHER PLACEMENT SHALL CONFORM TO PCI -306. HOT WUTXFR PLACEMENT SHALL CONFORM TO -305. MECHANICALLY REARM ALL FORMED CONCRETE. DO NO MCR-VIBGTE. PLACE CONCRETE ONOLIMICALLY BETWEEN CONSTRVCIION OR CONTROL JAMS. PROTECT PLL CONCRETE FROM PREMOLNE DRYING. 5. CHAMFER ALL EXTERIOR CANNERS 1/2' UNLESS SHOWN OTHERWISE. 6, SLUMP LIMNS MAY BE INCREASED BY AODITON OF ADMIXTURES PROVIDED THAT ME WATER/CEMENT RATIO OF ME ORIGINAL MIX DESIGN IS TOT EXCEEDED. WATER REDUCING ADMITJRE SHALL BE IN CONFORMANCE WIN ASM494. USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTORS. SUBMIT ADMIXTURES TO ENGINEER FOR RENEW PRIOR TO CONSTRUCTION. ]. CEMENT SHALL BY ME I OR II IN CONFORMANCE WITH 0.5E C150. AGOREGTM SHALL BE IN CONFORAANCE WITH 0.5E Cu. COARSE AGGREGATES SRVL HOT EXCEED %'. WATER SHALL BE CLEAN AND POTABLE. 8, REINFORCING MEL SHALL CONFORM TO AM A615. GRACE 60, OWE 40 MAY BE USED FOR (f3 AND SMALLER TES AND STIRRUPS. GRAIL AND PLACE ACCORDING TO ACI MANUAL SP -66. 9. UNLESS OTHERWISE NOTED. MINIMUM COVER SHALL BE 1 1/2' FOR 05 AND SMALLER BMS. 2" FOR 06 AND LARGER BARS AND 3' WHEN POURED AGAINST EARTH. SUPPORT REINFORCEMENT WIN APPROVED GRAM SPACERS. OR TM. 10. PROVIDE MINIMUM 48 GR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING SHALL BE SPUCEO AT ANY LOCATION. UNLESS MEWED NOTED, BEND ALL HORIZONTAL REWORDING A MINIMUM OF 2'-O' AT CORNERS AND WALL/FOMING INTERSECTONS WITH MIN. EMBEDMENT BEYOND INTERFACE PER GNCLOPMEM LENGTH SPECIFIED IN .1 318. 11. FORMXORN SHNL BE IN ACCORDANCE WITH ACI -34] 'GUIDE N FORMWORN MR CONCRETE. FORMS SHALL BE DESIGNED BY ME CONMACCOR. BRACING SRVL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28 -WY STRENGTH. ALL SHORING SHALL BE ME RESPONSIBUTY OF ME CONTRACTOR. FORMWORK, SUPPORTS, AND SHORING SHALL PRWDE FINISHED CONCRETE SURFACES AT NL FACES: LWL, PLUMB. AND TRUE TO DIMENSIONS AND ELEVATORS SHOWN IN ME DMPoHGS. CONCRETE Y W ICYM. 1. COLOR ETESMASONRY VNIS SHALL BE MEDIUM WEIGM UNITS CONFORMING TO ASTM C90. THEY SHALL HARE A MINIMUM CCMPREGI STRENGTH OF 2,000 PSI, CONTRACMR EO KERRY PER VXD STRENGTH METHOD. 2. MORTAR SHUT BE TYPE M OR S WIN A MINIMUM COMPRESSNE SMENA N OF 1.900 PBI. 3. GROUT SHALL CONFORM TO ASIN 0476 AND $WE BE EOUAL TO 2,500 MI MIN. 4. FOR OMER LIES EXCEEDING ME (5) FEET, CLEAN ONTO SHALL BE PROVIDED AT THE BSROM OF EACH CELL AND AT NO MORE THAN 32' MOW. GROUT SHALL ONLY BE INSTALLED IN CELLS COMRINING REINFORCING STEL OR AS INDICAIFO IN MME PVS. NNO BOND OFFERING UNLESS NOTED OTHERWISE. S. UNIT STRENGTH METHOD SHALL BE USED TO VERIFY MINIMUM COMPRESSIVE SMENGTH OF MASONRY r. - 1,900 PSI. I. STRUCTURAL SERUCTUROL MEL MAIL CONFORM TO THE FOLLOWING ORADEs, UNLESS NOTED OTHERMSE ON TIE PurvS: PUTS k GRE- ASTM 0.18 TIRES - ASM MOO. MADE B Dry = OB IMO PIPES - ASM AU. GRADE B HSS (RECTWNGUWt) - PSM A50A. GRADE B (Ey - 46 Mi) HES (ROUND) - MALIN A500. GRADE S (Ey = a2 WIT W -SECTIONS - ASTM M92 CHANNELS & ANGLES - ASM A)6 2. WELD ACCORDING i0 CURRENT AWS STANDARDS WITH UOXX ELECLRODES. 3. WELD SIZES SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTFIE WELD SIZES AND SHALE BE INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAM OR SKEWS BETWEEN COMPONENTS. 4. NL STEEL EXPOSED TO WEATHER SHALL BE PRINTED OR HOT -DIP GALVANIZED. UNLESS NOTED OTHERWISE. S. RILL STRUCTURAL CONNECTION BOLTS SHALL BE ASM ABEE, UNLESS NOTED OTHERNISE. HOOKED, HEADED, THREADED, AND NITER ANCHOR RODS MALL BE WIN F1554 (Fy - 36 FUN). UNLESS NOTED OTHERWISE. Y , - DISSIMILAR METALS SEALE BE ISOLATED FROM DIRECT WMACT. THIS INCLUDES CAREEN PEEL -IO -STAINLESS STEEL USE APPROVED ISOLATION K15 INCLUDING WASHERS AND SLEEYTE. 2. INSTALL W-RMISTAM NEOPRENE OR EPDM CAEKEIING AT ALL B]LSD METAL -TC -METAL CONTACT LOCATORS T] PROTECT CWTHGS. PANT MATING SURFACES PRIOR TO WRONG BOLTED CONNECOIXIB. SEE SPECINCATON SECTOR 098]0. MEGLCOOK 1. STRUCTURAL CHAR.ACIERISTCS OF STEEL DECK SHALL BE CALCULATED ACCORDING M RISA SPECIFIGTON PER ME DESIGN OF COLD -FORMED SUER STRUCTURAL MEMSERS. 2. METAL OELK Is TO BE ATTACHED TO SUPPORTS IN CONFORMANCE WIN AWS DLI STRUCTURAL WELDING CODE - STEEL AND OLD STRUCTURAL WELDING CODE - SHEET STEEL 3. DECK MUST COMPLY WTI STEEL DECK INSTITUTE (SDI) WARBPRG FOR SEER ROOF DECK. MANUFACTURER MUST BE A MEMBER OF ME MEL DECK IN4RVTE. CONTRACTOR SHALL PROADE MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH THE DESIGN REQUIREMENTS AS PAW OF THE STEEL SUBMITTALS. 4. DECKING AND ACCESSORIES SHALL BE FORMED FROM STEEL SHEETS CONFORMTIC TO ASTM ASM SS GRACE 50 WITH MINIMUM 060 GALVANIZED CGPTNB 5. PROVIDE RIB CLOSURES OF SAME GOUGE AS DEER i0 BLOCK SPACES AT WALLS ANO OTHER MISCELLANEOUS ACCESSORIES AND HARDWARE RENS NECESGRY TO COMPLETE INSTALLATION. B. OFFERINGS REQUIRED BY TRODM AND NOT SHOWN ON ME DRAWINGS ORE ME RMPONSIBRM OF ME TIMOR REQUIRING THE OPENINGS. CUTTING AND REINFORCEMENT SHALL BE APPROVED BY NE ENGINEER. REINFORCMENT AT OPENINGS SHALL BE SUFFICIENT M PREMEM DEFLECTION IN EXCESS OF MAT FOR UN-PENETRISEO DECK. FOUNDATIONS 1. CQQMHNIGL REPORT WAS PREPARED BY FOUNDATOR ENCANEERING INC. OF 820 NW CORNELL MENDE, CORNALLS. OREGON. PHONE: (541) 757-7845. DATED JANUARY 10. 2020 (THEIR PROJECT NO. 2191041). THE CONIPACCE MADE BE FAMILIAR WITH THAT SUPPLEMENTAL REPORT INFUNWOH AND THE RECOMMWBATUNS CONTAINED THERBN. 2. NL FOUNDATIONS N BEAR ON UNDISTURBED MANY MATERML OR GRANULAR COMPACTED ENGINEERED FILL. PER ME PROJECT CONTRACT WGUMETIS. NE CONTACTOR IS DIRECTED i0 NE GEGTECXNIGL REPORT IN ME PROTECT SUPPLEMENTAL INFORMATION FOR MOTIONAL INFORMATION. IXGWTONS FOR FOUNDATIONS SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING OF CONCRETE WR FOVHGAFUML 3. SOIL DESIGN CRITERIA, PER MUTICxNIGL ENGINEER: 3.1. SOIL BEARING - S.SW MF 12 B INCREASE ALLOWED PRESUMED GPACRIM FOR SHOW FARM LOADS 11 ..L PROFILE - D 3.4. FRICTION COEFFICIENT - 0.50 BETWEEN WHC AND STRUCTURAL FILL pOeT_INn 1. AOHMIVE I.I. AOHMIVE ANCHORS SHALL BE INSTALLED BY OVAINEO PERSONNEL TRAINED TO INSTALL AGR IME ANCHORS IN ACCORDANCE WITH THE CONFAB DSCVMENIS AND WIN BBIR ADHERENCE M THE PROVISIONS WHIM THE MANUFACTURER'S PRIWEO INSTALVTON INSTRUCTIONS. 1.2. AT THE TIME OF ANCHOR IHSTALATICN. IN ACCORDANCE WIN ACI 318-14 SECTION 17.1.2 AOHMIVE MOTORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM WE OF 21 CARAT 1.3. WERE THE AUTHORITY HAVING JURISDICTON OVER MIS PROJECT REQUIRES ADHERENCE TO ACI 318-14 SECTION 8823. INSTALLATION OF ADHESM ANCHORS IN HORIZONTAL i0 MERIIGLLY CVERHMD ORIENTATION SRVL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (MI) AS CERE"ED THROUGH ACI AND IN ACCORDANCE WH ACI 318-14 SECTOR 17.822. PROGF OF CURRENT CERTIFICATION SRLLL BE SUNNI TO THE ENGINEER WR APPRWAL PRIOR TO COMMENCEMENT OP INSMLMTHI NOTE THE STATE OF OREGON NOW NOT REQUIRE ADHERENCE TO ACI 318-14 SECTION 17,8.22. 2, MECHANICAL 2.1. IVNICAL ANCHORS SHALL BE INSTALLED BY QWLLIFIEO PERSONNEL TRAINED TO INSTALL MECPSE M ECHWICAL ANCHORS IN ACCORWJNCE WITH THE CONTRACT DOCUMENTS AND WIN SNOT N(FRIGM$fRYLNRALEgGIMEERS ADHERENCE i0 THE PROYISIONS WITHIN TIES MMUFACNRER'S PRINTED INGLAWTOH INSIRUCTONS. -_ SITE PLAN REVIEW SUBMITTAL NI EFL MUNINARY ONLY SHL[T 0 L GERBER GG-IRRME0M1XUE110X Isl LENT < SOUTH HILLS GENERAL STRUCTURAL NOTES DGWH PEBRLuxr zozD murMysmi h 1 4TH LEVEL 5-1 oMrNTRFe°PR9Dr�� EFL Nurr�ENNn RESERVOIR Mtgl��O5 . 6:16 IuncL¢Lo uilLLn .oMu NO. OME Br NVI$ION I FROLIECTHO.: L9S62L I SCALE: AS WORN I OTE FE&WMYZOZO % m X sNOP DRnmxGS, suBNInn15 nrvD/DR MILL CERTFIGTES i0R ME FOLLOWING ITEMS SHALL BE SUBMITTED TO TIE OWNER AND ENGINEER OF RECORD FOR REVIEW A MINIMUM OF 21 DAYS PRIOR TO FABRICATION'. 1, STEEL FABRICATION SHOP DRAWINGS. MATERIAL SPECIFICATIONS IS WELDING PROCEDURES 2. CONCRETE MIX MISSION AND PROPOSED MENISTURES 5. CONCRETE REINFORCING SHOP EARNINGS6. CAN REINFORCING SHOP DR NGS 5. GROUT MIX DESIGN 1. IDE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE OREGON LICENSED PROFESSIOWL ENGINEER AFPROIED BY THE ENGINEER OF RECORD, M PERFORM STRUCTURAL DESPERADOES IN ACCORDANCE WITH SECDON 1704S OF THE INTERNATONVEL BUILDING CODE. 2. STRUCTURAL OBSERVATION 15 ME VEGAS OBSERVATION OF TEE STRUCTURAL SISTEM BY A REGISTERED DESIGN PROFESSIONAL MR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTOR STALES AND AT WMPLEHON OF TIE STRUCTURAL STEVEN. STRUCTURAL OBSERVATION ODES NOT INCLUDE OR WAIVE TIE RESPONSIBILITY FOR ANY OTTER INSPECTION CRRFRIq INCLUDING SPECIAL INSPECTION. AS REQUIRED BY THE BUILDING OFFICIAL OR AS INDICTED WITHIN THE INTERNATIONAL BUILDING CODE. 3. DEFICIENCIES MASS W REPORTED IN WRITING TO HIE OWNER AND THE BUILDING OFFICIAL (ANO THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED POR STRUCTURAL OBSERVATION). AT THE LMONSOON OF TILE STRUCTURAL WORK INCLUDED WRHIH TIE PERMIT TIE STRUCTURAL OBSERVER MEANT SUBMIT TO TIE WILDING OFFICIAL AND TIE OWNER (ANO THE ENGINEER OP RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION) A WRITTEN STATEMENT THAT THE SHE VISITS HAVE BEEN MADE ANO IDENTF( ANY REPORTED DEFICIENCIES WHICH. To THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NO BEEN RESOLVED. 4. ME CONTRACTOR SHALL MAINE AVAILABLE ALL MEANS AND MMOM NECESSARY FOR ME STRUCTURAL OBSERVER TO PERFORM THE REQUIRED STRUCTURAL OBSERVATIONS, IN RESUME THE CONTRACTOR SHELL MATTER THE DIMER AND STRUCTURAL OBSERVER A MINIMUM OF AN HOURS BEFORE ME TIME AT WHICH ME SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED. IN AWRION. THE WMRACTOR SHARES UPDATE ME STRUCTURAL OBSERVER of ME CONSTRUCTION PROGRESS. 5. STRUCTURAL OBSERVATONS SHALL BE PMFGRMEU FOR ME FOLLOWING ARCS of WORK: 5.1. FORMING AND REINFORCING OF THE FOOTINGS AND ANCHORS PLACEMENT MR THE RESERVOIR PRIOR TO THE RRSE CONCRETE FOUR 5.2. FOLLOWING THE INSTALUTICN OF THE BOTTOM SHELL COURSE 5.3, FOLLOWINGTHE INSTALLATIONOF APPROXIMATELY (6) ANCHOR CHAIRS 5.4. FOLLOWING ME ERECNOI OF NL WATTLE, BUT BEFORE THE INSTALIATON OP THE RoOP 5.5. CMU WALL CONSTRUCTION AND REINFORCING FROM TO THE FIRST GROUP POUR 5.6. CONSmIIDTON MGROWOP CMU UEL, PRIM M GR POUR 5.7. INSTPUATON OF THE ROOF FRAMING PRIOR TO SRGTRING INSTPUATON 5.8. FOLLOWING ME COMPLETION M ALL STRUCTURAL ELEMENTS CONTAINED HEREIN. GUILTY ASSURANCE FOR BERNG RESISTANCE CO LED ASSURANCE FOR ME STRUCTURE'S MAN DISPOSAL FORGE REGISSHALL BE SYSTEM SHABE PROVIDES B( SPECIAL INSPECTION AND NATURAL TESTING OF THE FOLLOWED: CIAL INSPECTIONS AN INDEPENDENT TESTING LAID W, SELECTED AND ENGAGED W THE OWNER, SHNL PRONE SPECIAL INSPECTIONS IN ACWRMNCE WITH CHAPTER IJ OF THE INTERNATIONAL BUILDING CODE AND OF THE TYPE AND FREQUENM OUTLINED IN ME QUALITY CONTROL SECTOR OF MESE GENERAL NOTES. MIT SPECIAL INSPECTION AND NOTERML TESTING REPORT SIWL BE DISTRIBUTED TB ME OWNER. COMPACTOR. BUILDING OFFICIAL AND ENGINEER OF RECORD IN A TIMELY FASHION. TIE COMRICNR SWYL MARE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR TILE SPECIAL INSPECTOR W PERFORM ME REQUIRED INSPECTIONS. IN AMEDION, ME CONTACTOR SHVL NOTIFY ME OWNER AND SPECI0. INSPECTOR A MINIMUM OF 98 HOURS BEFORE THE TIME AT WHICH ME SPECIFIES SPECIAL INSPECTIONS MAY BE PERFORMED. Ni °�glro SIFL I IN1NINARY ON BEE LY aac NKmDBGW mpTUEEHMCGREMSE. FICHUNWASSEEREMSLE N> °° °°°°'°° I murrzysmim TltG. TABLE 1 TABLE 1.19.3 -LEVEL C QUALITYASSURANCE TESTS REQUIRED GBOTECRAII $I BUBBLE INSPECTINE)i DESICCATION OF PROPORTIONS OF MATERIALS IN PREMISED OR PRELLENTEED Nq RTAR PRESTRESSING FRONT ANO GROUT OTHER T. SELF CONSOLIDATING GROUT, AS DELIVERED TO THE PROJECT SITE INSPECTION ARTICLE 15 B 1 b 3 FOR SELF CON30LIDATIMG GROUT INSPECTION BE ITEM 11 EMEMERION GO OEM. mERA—D, T111111 -1 AS BERILE RABRIGNERNESSE .BE' FACEA 1 ALLIFY DOM IT ON THE FTCJVTURAL LOCH BEARING DEMBERSAND COPPORCH LTIS ATERICITYPERSHOP I'D,, TENTING 0- TED FILL NOTERIALS IF ETABLEC v NI PLEGREMENT CD COSEPERECTION— 11. CoGNEENTED ILL PRIOR TO PL CENIEN_ OF GO A TED FILL ONCERCE GO FORAGE AND OR FITHAT THERELE SITE I BEE BEE I PREPARRED PROPERLY Ni °�glro SIFL I IN1NINARY ON BEE LY aac NKmDBGW mpTUEEHMCGREMSE. FICHUNWASSEEREMSLE N> °° °°°°'°° I murrzysmim TltG. TABLE2 TABLE 1.19.3 -LEVEL C QUALITYASSURANCE TESTS REQUIRED STRUCTURAL BPE°NL INSF EDITIONS DESICCATION OF PROPORTIONS OF MATERIALS IN PREMISED OR PRELLENTEED Nq RTAR PRESTRESSING FRONT ANO GROUT OTHER T. SELF CONSOLIDATING GROUT, AS DELIVERED TO THE PROJECT SITE INSPECTION ARTICLE 15 B 1 b 3 FOR SELF CON30LIDATIMG GROUT INSPECTION FERENCE ROME OR mERA—D, T111111 -1 AS INESPETCHION TASK RABRIGNERNESSE .BE' FACEA 1 ALLIFY DOM IT ON THE FTCJVTURAL LOCH BEARING DEMBERSAND COPPORCH LTIS ATERICITYPERSHOP WOW 'RONTAND C ON END ONALITY CONTROL TO TS PL CORRECT BUTCH NR_ OR -TING J2F 'RESTRESSIDEN3 GROUT FOR BEE, FIC x OF E= LOCALONG OF FORD CONSTRUCTION DOCUMENTS ED PH ERB FRAVESE OR OTHER "LEFERRIE FORCING PL MENT PROPPROPECTIONGERCONRY PLACCE BUT OF BOLTS INSTALLED IN TABI CUIG�ID NI Ell PED NTH7 PENTAR SPECIMENS BUD 1%2'S NOR LONG USE OF REQUIRED r ED BE CHAPTER I S lFill CRC,ESIOTCRCTOCUN.G ITI151I5 XIV ED CIEFULICEPECTINEESPERPLYTOSTAFE -uivww DiiuI—CRTC JL�7D I,'i, xW pi inruwc IA BE'RUS IN Ni °�glro SIFL I IN1NINARY ON BEE LY aac NKmDBGW mpTUEEHMCGREMSE. FICHUNWASSEEREMSLE N> °° °°°°'°° I murrzysmim TltG. PSE YFIFRfOM4RRfNRAL ERRIREEAS -_ NESEN on -HER, SITE PLAN REVIEW SUBMITTAL SHEET SOUTH HILLS GENERAL STRUCTURAL NOTES 4TH LEVEL QUALITY ASSURANCE S -Z RESERVOIR x 0 x IYUSONRY LEVE.0 TABLE 1.19.3 -LEVEL C QUALITYASSURANCE TESTS VERIFICATION OF F. NUD GO, IN GCUWUUViWITH C"OBONTION PETIOLE 1 4 B PRIOR TO CONSTRUCTION AND FOR EVER D SO. FT (065 S1. M) CORING CONSTRUCTION DESICCATION OF PROPORTIONS OF MATERIALS IN PREMISED OR PRELLENTEED Nq RTAR PRESTRESSING FRONT ANO GROUT OTHER T. SELF CONSOLIDATING GROUT, AS DELIVERED TO THE PROJECT SITE VERIFpATION OF SLUMP FLOW AND NSUAL STABILITY INDEX (USIA AS DELIVERED TO THE PROJECT SITE IN ACCOROMICE WITH ARTICLE 15 B 1 b 3 FOR SELF CON30LIDATIMG GROUT INSPECTION FERENCE ROME OR mERA—D, T111111 -1 AS INESPETCHION TASK BE.-.. .BE' FACEA 1 ALLIFY DOM IT ON THE COPPORCH LTIS WOW 'RONTAND TO TS PL CORRECT BUTCH NR_ OR -TING J2F 'RESTRESSIDEN3 GROUT FOR BEE, FIC x OF E= LOCALONG OF ED PH ERB FRAVESE OR OTHER PROPPROPECTIONGERCONRY NI Ell PED NTH7 PENTAR SPECIMENS BUD 1%2'S PSE YFIFRfOM4RRfNRAL ERRIREEAS -_ NESEN on -HER, SITE PLAN REVIEW SUBMITTAL SHEET SOUTH HILLS GENERAL STRUCTURAL NOTES 4TH LEVEL QUALITY ASSURANCE S -Z RESERVOIR x 0 x SODIUM °�rmroif sngeU °cE°mmlc IWIgN1UEmI Ill N1NINURMY1PONLY LER EIRSDISMOSEEll AWN January 2020 I murraysmith m 'Nii. TASTE 4 TABLES PRON RED INSPECTIONS Sir SPECIAL CASES REQUIRED TESTING for SPECIAL INSPECTION TIONINIS ON WELDED SPEED DIONSE IIIIIIIIING., DIN Ill SEETHEIGHNINAL 1°ur° xplBy TI I F I ECTEN mouwow[oa EN'op iry IS ScHl It' COIIIICIGIL — 11 IN CLOSE RE rvi m.0NO LI IT I I rt,rm.ry rnoi CONTOOLLEDFLL NI IN GGENCRETE GO PLINTRI SM x COLLSONCE NECTUDENTS ED 10 FILE GLI IF REELLS ONCE EACH 8 IFT FROM IN — E ST LED I OFFICALL AN THRECONEDFRES SPERIFIED IN x —III I I PHILIP I "I I r I'll 1111 11 GONG— C—SET MOUGHTFURE DOCUMENTS GOLD 01 W4 NOMEOPPREY RD ON I LE SEE 'CIO TESTI GEG STJ RL IN OJOLLICESSUFFINCE "J'KG OF FICALON .11 ',PH zM FROM CONSTRUT, IN I IS 11 SODIUM °�rmroif sngeU °cE°mmlc IWIgN1UEmI Ill N1NINURMY1PONLY LER EIRSDISMOSEEll AWN January 2020 I murraysmith m 'Nii. TASTE 4 TABLES PRON RED INSPECTIONS Sir SPECIAL CASES REQUIRED TESTING for SPECIAL INSPECTION TIONINIS ON WELDED SPEED DIONSE All 62C SECTION 5 SODIUM °�rmroif sngeU °cE°mmlc IWIgN1UEmI Ill N1NINURMY1PONLY LER EIRSDISMOSEEll AWN January 2020 I murraysmith m 'Nii. PSE YFIFRRRx4RRfNRAE ENIREERR ------------ II-SEEll SONSHROW. QW. 1. SITE PLAN REVIEW SUBMITTAL SOUTH HILLS GENERAL STRUCTURAL NOTES 4TH LEVEL QUALITY ASSURANCE S-3 RESERVOIR X of x TABLES REQUIRED TESTING for SPECIAL INSPECTION TIONINIS SEETHEIGHNINAL 1°ur° xplBy TI I F I ECTEN mouwow[oa EN'op iry CLOSE rvi m.0NO LI IT I I rt,rm.ry rnoi CONTOOLLEDFLL GGENCRETE ED FILE GLI IF REELLS ONCE EACH 8 IFT FROM IN — E ST LED I OFFICALL C—SET MOUGHTFURE GOLD 01 W4 NOMEOPPREY RD I LE SEE 'CIO TESTI GEG OJOLLICESSUFFINCE .11 ',PH zM FROM CONSTRUT, IN I IS 11 THREE SCONRY IRS 1.11 IT STEEL 22 MIT A 112S PER DREGN PER FI-.LGG DID. --,1 -11 011NIT'SEAD'OHOT SONFIR�E'SYSPECONTROPEC CH 1-11110i COU'll ED SYSPECIAL IN— HE 1'G ROUDIG PSE YFIFRRRx4RRfNRAE ENIREERR ------------ II-SEEll SONSHROW. QW. 1. SITE PLAN REVIEW SUBMITTAL SOUTH HILLS GENERAL STRUCTURAL NOTES 4TH LEVEL QUALITY ASSURANCE S-3 RESERVOIR X of x 36" MANWAY SE DEF 4, SIR 5-6 8"0OWN, MECH SHTS L _ \ o 13"0 OVERFLOW, \ SEE MKH SH5 �\ 16.01NIET/OUTIFf, \ SEE MECH SHTS 36- MAN' See \ DET 9, Sl S-6 FOOTING SEE Of \ I &2, SIR 5-5 IXT MADDER SEE MKH SHTS HATCH LANDING NATFORM SEE DET I, 2, & 4, SHT S-7 3--0"x4'-0' ROOF HATCH (4) TIE -OFF ANCHORS, W/ INTR MADDER, SEE FROM CENTER OF RFS, DEF 4, SHF S-7 DET 7, SHT S-7 RESERVOIR PLAN (T� SCALE: 3/16'=-0' NORTH 0.46 MG WELDED SR RES, SPO (30)ANCHORS AND CHAIRS EQUALLY SPACED SEE DET 4, SIRS -5 RESERVOIR SECTION rA-� SCALE: P 5 E NIENRRSTRUMRAL ENGINEERS ------------ .0. _. SITE PLAN REVIEW SUBMITTAL NOTICE R x I EFL RREUNINARY ONLY roiarusEramxnwrn°X F£aRwxr zOza Nur NNN murrzysm�rth` - � � SOUTH HILLS 95 4TH LEVEL RESERVOIR �unc�¢io anon eo—u RESERVOIR FOUNDATION PLAN AND SECTION S-4 X of X °g16H® LEH s, dLs aAR� s orxFAs� 'xrwrro oLAwx EFL. EFL SGIF� NO. DATE v REWSION GROUT PAD PER DET 1, THIS SHT MATCH TO FLOOT SLOPE �LUE�AND WGA 11M' GROUT HATCH TO 3/4' CHAMFER ROOK SLOPE 3- UR MR) T�)I HOOP 2.8•—V FOOTING SECTION rl1 SCALE: 1/2°=1'-0' S 4 SHELL PLATE R3/8° AT BASE b 2 (2) #5 mRI%- HAIRPIN #2, PER ANCHOR 11/0"0 FISH GR 36 ANCHORS w/ DOUBLE NUTS CAPTURING A 3.0 WASHER ON EMBEDDED END, EMBED 12 - ANCHOR CHAIR PER DET 4, SHT S-5 CI zs #5 F� HOOP 0 SUBGRADE (8) 38 CIRC. TT"PREPARATION PERR CML SHR (((R3' (2) #5 W HAIRPIN #1, PER ANCHOR RlV FOOTING DETAIL r21 SCALE: 1/2'=1'-0' S- ER PLATE ANCHOR CHAIR4 SCALE: 1-1/2'=1'-0' S`-4 T—[ ffl—.21- SLOTTED HOLE HOLE TOP PLATE DETAIL 1 W4' 16118.0 L L� WASHER DETAIL 6t6 OR 0' MIN. D D D D STIRRUP AND TIE D = 6d, MR #3 THRU #8 1m' D 12de 0 1%° HAIRPIN 1 DIAMETER, d DOUBLER PLATE NOTES: UNLESS NOTED OTHERWISE 1. MR DOUBLERS LOCATED ON THE FLOOR PLATE, MACE ON THE INTERIOR FACE OF WE PLATE 2. WELD SIZES SHALL EQUAL THICKNESS OF THINNER MEMBER JOINED. FILLET WELD NOTES: 1. ALONG EDGES OF MATERIAL LE55 THAN 1/4" THICK) NOT GREATER THAN THE THICKNESS OF THE MATERIAL. 2. ALONG EDGE OF MATERIAL 1/4' OR MORE IN THICKNESS; EQUALTO TH THINNER PART MINUS 1/16". 180- 9136Q D D 0R. [D12]d /4" MIN. T ? /W° 6t6 OR 4° MIN. FRONT SIDE CROSSTIE HAIRPIN2 FLOOR PENETRATION DETAIL (1 SCALE: NT$ 1112' W16 TYP W18 ROOF JOINT DETAIL �s1 SCALE: Nl5 PSE NIFRRx4RRfNRAL EgGIMEERS —_ REVIEW SUBMITTAL STANDARD HOOKS AND BENDS �5 SCALE: NTS , SITE PLAN NOTICE EFL PREUMINARY ONLY ET D y 1 OGUGH® roromsTMvmimPurno" - RESERVOIR STRUCTURAL DETAILS s, LEH � � SOUTH HILLS DMN FEBRUARY 2020 murrzysm�rth` �5 4TH LEVEL FOUNDATION AND ANCHORAGE DETAILS S-5 °1° Dry' EFL MUrtryPmmNH RESERVOIR TNrwrro sinu`� aTCKIv ...... a�G.a.o ora,>s .o...o N0. DALE BY REVL510N ami rvo_ ,.. Am. A'1no m 1 t % al % __ __1 q5/16' PEACE(2) SHEETS OF 3 _ __ MIL POLYETHYLENE TOP OF WALL 3/16 BETWEEN FOOTING AND FOOTING 9 STEEL q RING 1/4" 3/16 FFHH"HHII"``1l4" PIPE BLOCH. COORDINATE BOLT HOLES n WITH SPECIFIED VENT 2'-6 2 L3x3x1/a" NOTA EFL TMP ;/16 TYP® G K 1 s, DESIGN® LLH WIg1UYHMNMIPU[110X i STEEL RING, q1/4" i_ _ L ____ —3 _ ' SPLICES 3/16 ` i EFL DEEL �8 STUB 83/16", END 2"PAST �5 RESERVOIR ' Y SHELL TOP, RUN FLUSH WITH 1'x1/4" COM. Muneyemkn IIa ROOF. SEAL WE LD TOP AND DRIP EDGE ___ _ aE<x® TYP BOTTOM AS NOTED. x m z I N0. DATE BY F Tla 3 16 TMP 3/16 HELL ql/4' AT TOP #s TOP B BOTTOM, EQ. SPACIN TOTAL WILL VARY DEPENDING ON PIPE DIAMETER, SEE TABLE DOME ROOF EDGE CONNECTION NOTES : Y0�' 15 ROOF 012"O.c. ql/a' UMBRELLA TRIM EXCESS PLATE 1. FlELD WELDING ORDER DIMENSIONS WILL VARY DEPENDING n` DOME ROOF AFTER WELDING 1.1. COMPRESSION RING TO SHELL PLATE #s SIDE BARS, EQ SPACING - ON PIPE DIAMETER, SEE TABLE 1Y MIN (T'/P 1 2'-0' 1.2. ROOF PLATE TO CDMPRESSIDN RING TOTAL WILL VARY DEPENDING ALL AROUND) 1.3. STUB PLATE TO ROOF THEN SHELL PLATES ON PIPE DIAMETER, SEE TABLE 2. ALL WELD SHALL BE SEAL WELDS B'CLR CONCRETE PIPEB BLOCK VENT RING DETAIL CONNECTION DETAIL a) SCALE: 1 U2"=1'_O" Si SCALE: 3'=1'-0' $� TYPICAL PIPE BLOCK SECTION �1 e P MANWAY NOTE: SEE RIALAN MR PIPE - UNLESS NOTED OTHERWISE FET IINGPER MATERIAL AND LAYOUT 1. WELD SIZES SHALL EQUAL THICKNESS O (a2) 03/0' F3135 G0. A325 GALVANIZED DET 1, SHT S-5 VARIES, PER MECH SITS �1 1 THINNER MEMBER JOINED. (42) 034' F3120.OVIDE (MANWAY 'I 2. ADJUST DIMENSIONS AS NKFSSARY TO STE(a) BOLTS WITH LOCKING CAPABILITIES Tom)--- (MANWAY ACCOUNT MR SHELL THICKNESS. CLEAR Ap TO SXELL) OPENING 56E IS 36"0 �,-O. (TYP 3 PENETRATION SIDES) PENN ENT S -B 0.l'-10 3/8 8' MIN. PUCE (2) SHEETS OF 6 BOLTING FLANGE / ' ( '- 07/8" SHOLES ON ARCE SST HINGE PIN PLATE, PL 1 1 0' MIL. SEEN METING °. •. -. 03'-61/4'BOLT CIRCLE W WSF-61 BETWEEN FOOTING ' WITH HOLES STRADDLING ;;PROVED GASKET AND PIPE BLOCK. xVERTICAL CENTERLINE, / - NKK PLATE, COORDINATE HOLE SIZE °°,�.(. ° COVER PLATE PL 31W IN DISTANCE ISATER OF 1/2 TTHE E' 1(TTP) AND LOCATION WITH ( PL 11/16' r PROPOSED MATCH e �\ (ryP) - PIPEDrETEROR3'.- HAIIDLE, PER e ! 0B-0' `�°e 3 FI LET NOTES: CLR LD DGER OF MATRIAL LEiS - ° FABRICATOR 3.-0. a'TIICK; NOT GREATER ° 1 MIX E THICKNESS OF THE 4• C7TP) MR LD. I QYP 3 ° ,\� 1•-0' ° L - 12' MIN. TYP. / e _ DGE OF MATERIAL 1/4' SIDES) io T -83/a' E IN THICKNESS; EQUAL -- ---- --- THINNER PART MINUS MANWAYHATCH IN CJP ACCORDANCE W/ Ul6". j REQUIREMENTS OF S AWWAD3p0 1 3'd TIB' INSIDE SHELL SANK_______ _ M - REINFORCING ATE, MATCH BASE PIPE BLOCKTHICKNESS OF ---- REM TO RADIUS OF TANK WALL (BEVEL)TYPTr Al PTPF RI orK r)FTATI /a1 vnlxJtxnxucmxaLlwtlxllRs ;I SCALE: 3/4'=1'-0' $-4 9'PD s.mr. w., son. la 36"0 MANWAY HATCH DETAIL r 36RO MANWAY HATCH SECTION SCALE: 3/4"=l' -p" S`_4 SCALE: 3,°"=°'-0° SITE PLAN REVIEW SUBMITTAL NOTA EFL PRELIMINARY ONLY G K 1 s, DESIGN® LLH WIg1UYHMNMIPU[110X SOUTH HILLS 4TH LEVEL RESERVOIR STRUCTURAL DETAILS S-6 EFL DEEL FEBRUARY 2020 murrzysmirth` �5 RESERVOIR o1°N�E,°PRSG; Muneyemkn 'Nrior"ro sinle`� aE<x® x m z I N0. DATE BY REVISION UNDING FRAMING AND yl RAILING SHOWN III DASHED, SEE DETS 4 5, THIS SHT III 1.3/8' COLUR PLATE —11.11 YimWDOUBLER PUT=AROUNO OPENING PERIMETER RESERVOIR SHELL L4x3xl/4 BANKING ANGLES ME) Ux3xl/4 POSTS (3-TYP) RAILING, SEE MECH DWGS, BABE DETAIL PER DET 3, THIS SHEET --------------- ---------------------- 3k4' HATCH II OPENING EXPANDED METAL GRATING PER GENERAL NOTES. FASTEN TO ANGLE BURNING RD 4'o.c. GRID MAX AND PANEL ENDS L4x3xY CONTINUOUS ANGLE, CURVE TO MATCH RESERVOIR SHELL 318 TYP vP 3118 / MAXIMUM 4 a0" OVER IMA PROVIDE DIAGONAL L2x2x1/4 BRACES BETWEEN PO5 ROOF PLATE L3z3x1/4 POSTS � TYP (3-TYP7 RESERVOIR SHELL NOTE: 1. SEE DETAILS 485, THIS SHEET, MR INTERIOR UDDER LANDING FRAMING CONSTRUCTION. 2. SEE MECHANICAL SHEETS NR UDDER, RAILING, AND ACCESS HATCH CONSTRUCTION RAILING BASE DETAIL PER SHT S-3. EXPANDED METAL GRATING PER GENERAL NOTES. FASTEN TO ANGLE FRAMING 0 4'o.c. GRID MAX AND PANEL ENDS. GRATING TO BE 4" ox. PROVIDED IN MINIMUM (4) MAX APPROXIMATELY RECTANGULAR PANEL SECTIONS TO MATCH _ UNDING FRAMING --------------- 2^ CUR AROUND HATCH MILLAR I HATCH OPENING HATCH LANDING PLAN ROOF SCALE: 4 RUMING CURVETO 3'x4' HATCH OPENING (BEYOND) ANGU ANGLES ROOFPLATE ROOF DOME Y6x6xl/4• POST BASE PLATE, CURVE TO MATCH ROOF SLOPE HATCH LANDING SECTION (Z2SCALE: 3/4'=1'-0' (CJP. 84CKGOUGE) INSIDE FACEBAC INSIDE FACE BACKGOUGE) OFSHELL OF SHELL 1I8'� 1IB'� 80° THICKNESSxSB' THICKNESS DETAIL NOTE: BASE METAL SHALL BE PREHEATED TOA TEMPERATURE OF IWIF WITHIN A DISTANCE OF FOUR TIMES THE PLATE THICKNESS FROM THE LOCATION OF THE WELD WHEN THE 895E METAL TEMPERATURE IS BELOW 32•F SHELLBUTT JOINTS �e1 SCALE : rrrs S-4 FLOOR JOINT DETAIL g) SCA1E: N15 ROOF PLATE @1/4'x4' CONT STEEL TOEBOARD, 1/4' CU OF WALKING SURFACE [1/4'x6'0 POST BASE, CURVE TO MATCH ROOF SLOPE TYPICAL GUARD RAIL DETAIL SC :11/2'=1'-0• H 3• 3 /4' DOFCTIONB"SQ0. OAD z^L el/2•zb•xB• PLAN VIEW BASE PLATE TIE -OFF ANCHOS ITE PLAN PSE 4F PF1FRRx4RRfNRAL EgGIMERS 2.0 HOLE CENTERED —_ w.Ma. R1' �(wM. t3/S'"ANCHORTAB TYP 1H @L/2"x6'x6' BASE PLATE q l 85/16" ROOF 12• y13 BA ILPLATE 6' SIDE VIEW DIRECTION OF LOAD H 3• 3 /4' DOFCTIONB"SQ0. OAD z^L el/2•zb•xB• PLAN VIEW BASE PLATE TIE -OFF ANCHOS ITE PLAN NOTA EFL PRELIMINARY ONLY G H x DESHGxHD WIg1UYHMNMIPU[110X s, LLH < SOUTH HILLS RESERVOIR STRUCTURAL DETAILS GMWR FEBRUARY 2020 murraysmilh` , 1 4TH LEVEL S-7 o1°„ME,°PRSG; EFL RESERVOIR aT<x® MunRY�kn S-7-7-T.T.— NO. �ux�.o xrr.,>s .o...x THrwrro sinu`� x m x N0. DATE BY REVLSION imT xo. 19x ,[. AS sxo DATE. FEBRUARY 2020 PSE PF1FRRx4RRfNRAL EgGIMERS —_ w.Ma. �(wM. REVIEW SUBMITTAL NOTA EFL PRELIMINARY ONLY G H x DESHGxHD WIg1UYHMNMIPU[110X s, LLH < SOUTH HILLS RESERVOIR STRUCTURAL DETAILS GMWR FEBRUARY 2020 murraysmilh` , 1 4TH LEVEL S-7 o1°„ME,°PRSG; EFL RESERVOIR aT<x® MunRY�kn S-7-7-T.T.— NO. �ux�.o xrr.,>s .o...x THrwrro sinu`� x m x N0. DATE BY REVLSION imT xo. 19x ,[. AS sxo DATE. FEBRUARY 2020 IF NOMINAL CMU WALL PER DET l,'. VERW PIH 36180a DECK W/ 36/4 WELD PATTERN SUPPORTS AND SIDE LIP CONNEMON W/ PUNCHLOCK II OUTRIGGERS PERDET 2 BHT, SXT 5-10 FOUNDATION 3/6'=1'-0' PLANR1 ffl 5-10 1 ROOF FRAMING PLANR1 WAW CONN SECTION SECTION �\ METAL DECK PER DET 2, THIS SHEET PSE IFIFRfOR4RRfNRAE EgGIMEERS ------------ .0. SITE PLAN REVIEW SUBMITTAL NOTICE P y 1 EFL PREURIIRURY ONLY roromseralansmurno" FEeaunar zoza Me...ynn ur ��1111111�— li12 - SOUTH HILLS �5 4TH LEVEL RESERVOIR �uncF¢io anon e— 8xlO RIDGE BEAM I S-8 X M X TRSIGN. LEL s, 'Nrwrro _ URAWN FL EFL SGIF� NO. DATE BY ® I 5-10 1 ROOF FRAMING PLANR1 WAW CONN SECTION SECTION �\ METAL DECK PER DET 2, THIS SHEET PSE IFIFRfOR4RRfNRAE EgGIMEERS ------------ .0. SITE PLAN REVIEW SUBMITTAL NOTICE P y 1 EFL PREURIIRURY ONLY roromseralansmurno" FEeaunar zoza Me...ynn ur murrzysm�rth` - SOUTH HILLS �5 4TH LEVEL RESERVOIR �uncF¢io anon e— TELEMETRY BUILDING PLANS AND SECTIONS S-8 X M X TRSIGN. LEL s, 'Nrwrro URAWN FL EFL SGIF� NO. DATE BY REVISION INSTALL REINFORCING AT - SIDES OF OPENINGS NU - WALL HEIGHT PER DETe INSTALL ADDMONAL BOND BEAMS AT BOTTOM OF OPENINGS CMU NOTES: 1. SOLID GROUT ALL REINFORCED CELLS 2. HOOK ALL REINFORCING THAT CANNOT BE E)(TENDED. 3. TYPICAL REINFORCING IS SHOWN. REFER TO DETAILS FOR SPECIFIC OR ADDITIONAL REINFORCING LL 4. NP AREINFORCING A MINIMUM OF 4R BAR DIAMETERS TYPICAL CMU WALL SECTION �t1 NOTTOSULE S.g VERTICAL REINFORCING SOLID GROUT LINTELS EMND LINTEL AND BOND BEAM #5 AT W O.C. (2) #4 AT 8" O.C. EAST WALL BOND BEAM (2) #4 AT 32•• O.C. BOND BEAM AT TOP ABOVE OPENINGS REINFORCING 4K PAST WALL OPENINGS WEST WALL #5 AT 32^ O.C. (2) #4 AT 32" O.C. REINFORCING OF WALL PE0. DETe PER DETe OR PROVIDE STANDARD ROOK AROUND aT<x® PER SCHEDULE N0. DATE BY REVISION VERTICAL REINFORCING BEYOND OPENING (2) #4 TOP I 3' MA% 1'S" 05 SHEAR TIES AT 8' OC SOLID PROVIDE 180° HOOK AT GROUT BOTTOM AND 9D° HOOK VERTICAL REINFORCING AT TOP PER SCHEDULE I (2) #4 BOTTOM 2 CLR STANDARD VER FORCING n,P SCHEDULE ISO- HOOKS PER SCHEDULE CMU LINTEL DETAIL (-2 ]AMB OR END OF WALL DETAIL 4 SCALE: 1'-t'-0' HORIZONTAL REINFORCING PER UP SCHEDULE, AND AT EDGES. BOND BEAM PE0. DETe INSTALL REINFORCING AT - SIDES OF OPENINGS NU - WALL HEIGHT PER DETe INSTALL ADDMONAL BOND BEAMS AT BOTTOM OF OPENINGS CMU NOTES: 1. SOLID GROUT ALL REINFORCED CELLS 2. HOOK ALL REINFORCING THAT CANNOT BE E)(TENDED. 3. TYPICAL REINFORCING IS SHOWN. REFER TO DETAILS FOR SPECIFIC OR ADDITIONAL REINFORCING LL 4. NP AREINFORCING A MINIMUM OF 4R BAR DIAMETERS TYPICAL CMU WALL SECTION �t1 NOTTOSULE S.g CMU REINFORCING SCHEDULE BOND BEAM AT BOTTOM OF WALL TYP COWELS TO BEAM UNIT REINFORCING PER SCHEDULE BOND BEAM DETAIL STALE: 1'-1•-0• BOND BEAM REINFORCING PER M 4, THIS SHT VERTICAL REINFORCING AT CORNERS VERTICAL REINFORCING PER SCHEDULE `(z) #4 CORNER MRS x � OF AT BOND BEAMS CMU WALL CORNER DETAIL �s1 SCALE: 1' -I• -o' PSE NIFRRx4RRfNRAL EgGNEERS ------------ SITE _SITE PLAN REVIEW SUBMITTAL VERTICAL REINFORCING HORIZONTAL REINFORCING NORTH WALL #5 AT W O.C. (2) #4 AT 8" O.C. EAST WALL #5 AT 3T O.C. (2) #4 AT 32•• O.C. SOUTH WALL #5 AT 3Y O.C. (2) #4 AT 32•• O.C. WEST WALL #5 AT 32^ O.C. (2) #4 AT 32" O.C. CMU REINFORCING SCHEDULE BOND BEAM AT BOTTOM OF WALL TYP COWELS TO BEAM UNIT REINFORCING PER SCHEDULE BOND BEAM DETAIL STALE: 1'-1•-0• BOND BEAM REINFORCING PER M 4, THIS SHT VERTICAL REINFORCING AT CORNERS VERTICAL REINFORCING PER SCHEDULE `(z) #4 CORNER MRS x � OF AT BOND BEAMS CMU WALL CORNER DETAIL �s1 SCALE: 1' -I• -o' PSE NIFRRx4RRfNRAL EgGNEERS ------------ SITE _SITE PLAN REVIEW SUBMITTAL NOT[Q P H I EFL PRELIMINARY ONLY ..USFMvmen" . FEBaunar z9zD Muneyemkn murrzysm�rth` - � � SOUTH HILLS f¢ u .n ,5 4TH LEVEL RESERVOIR a�G_ TELEMETRY BUILDING CMU DETAILS S-9 x or x DENGN® LEH s, o1°N�T,°PRSP; TNrHmro PMH EFL aT<x® sinu`S N0. DATE BY REVISION ASSEMBLY PER ARCH SHTS METAL ROOF ASSEMBLY PER ARCH SH 1/2'00.5' EMBED THEN HD ANCHOR W/ MIN 4' EDGE DISTANCE AND 6•• SPACING (INSTALL PER MFR REQ) METAL ROOF - ASSEMBLY PER ARCH SHTS R v/zxa'xs-1/z" 1/4' BENT q PER DET ), THIS S! 5/16' TRICK x ]' WIDE CONT TOP PLATE0_��O wl 5/8.0 x 4' EMBED 4" j METAL DECKING PER NELSON SND 0 MAX C3x5OUTRIGGER RCOFFRAMINGPLAN 48"D.C. WELDEDTO OEf 3, SHT SO Y TOP PLATE TTP ............ WBz10 DETAIL DECK PER PUN II II CMU WALL BEYOND I I SEAT ASSEMBLY PER- DU 4, THIS SHT CMU WALL DETAIL � 5C4LE:1 u3"=1' -D' s -g R DETAIL r2 SGLE: 1 0" S -g DETAIL � SC4LE: 1 1/3"=1'-D" 5H g FINISH #Sx 1-0 SPACING - TO MATCH VERTICAL WALL REINFORCING RIDGE CAP PER ARCH SHTS DETAIL �1 SGLE: 3'-1'-0' SV METAL ROOF - ASSEMBLY PER ARCH SHTS SEAT PLATE 11/2' X8"0 x ' EMBED SN4D IO ORS WELDED 'AM SEAT 1/4 #4 012" O.C. E.W. CENTERED IN SLAB 2 -CA G d Q CMU WALL WITH K�REINF PER SHTS 9 FULLY GROUT TO SLAB BELOW BEAM DETAIL � Swf:3"-RO•' S-8 11/2' 1L d' #5xd �' 012.0 J� �95• � V-0 3'CU. T-2 _ 1/4 4 BARS AT #BOTTOM P 5 E STD 9/16'0 ANCHOR XOIE 5"All/2" RIFRIGMSfRYLNRALEgGIMEERS DETAIL � �W M.uv 1 u2^ sulE: 1-1a"=1•-0• DETAIL SITE PLAN REVIEW SUBMITTAL N. 9 x L EFL RREUMIRURY ONLY wnmusTR.mimwrn°X FEBRUARY 2020 urmmNN MVBm ...... murrzysm�rth - SOUTH HILLS �5 4TH LEVEL RESERVOIR au.�.o ora�T�o...o . TELEMETRY BUILDING STRUCTURAL DETAILS =Er S-10 % al X °g16H® U m P ; rarwrro 9pµlry EFL ar<xTn sinus REVISION NOTICE L FURNISH AND INSTALL ROOFTOP WALKWAY RINGWALLMN TO CENTER VENT INCLUDING ANGLE INSTALL(4) PAINTER'S APPROX LIMITS TREADS, NON-SKID SURFACING, AND HATCH W/ ENTER W GS 6' FROM CENTER OF INNER 0.0W OF 9' PAINTERS PWG W/ �G" RES, SEE STRUCTURAL CAP, 9 MIN, SPACING APPROX 9' OC,12' SHTS FROM RES CENTER, SEE DET 2, SET M-5 SCALE: 1/8'=1'-0' Febro ry 2020 -- 0.% MG WELDED SIL RES, _ 3HF DIA=W' 12' DIA RES DRAINIO-RFISI DIA DRAIN, Murraysmi[B SEE DET 1, SM M-2 SEE DET 1, AND VACUUM RELIEF AND ALL OTHER ITEMS AS SPECIFIED IN SM M-2 AWMINUM 24 AST AS MANUFACTURED BY ADVANCE TANK AND CONSTRUCTION, OR APPROVED EQUAL. DIN EXHUST MM 6. RESERVOIR SHALL INCLUDE UDDER INTRUSION SWITCH, ON SHROUD & W1 FANGED COVER & � ELECTRICAL SHEETS. HANDLES ]. CONSTRUCTION OF THE WALKWAY EXTENSION TO CENTER (INE, t`—� VENT SHALL INCLUDE THE FELLOW NG: V-6' MIN EA DIR SEE 2, SE SEE DET 2, SET M-2 J I ANGLES SHALL BE Y"THICK, 4" HORIZONTAL LEG, WITH SEE NOTE9 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 ANCHORSAND GRAPS, FROM TRAPPING DEBRIS AND MOISTURE. S SEE 16'DIAINLET/OUTLET, I \ \ I I STRUCT SETS I I SEE DET 2, SET M-2 V A I NOMINAL DIAMETER POSTS AT 6ON CENTER MAXIMUM SPACING. — EXTERIOR (ADDER FIAT INLET MIXING AND SHROUD, By ALL SHALL COPED ON THE ROOFTTOMM O SYSTEM ON 0.E5 BOME VERTICADIUSAL UMBITI BOTTOMPo0.VFAIPLUMB (AREAS •' / PER, SEE SET M-3 \ —INCLUDE SHALL WATER QUALITY SAMPLING �%F' INCLUDE IR CATHODICPROTECTIONHALL OLESINSTALL AND OTHER CABINET, SEE DET 1, SET M-5 FEATURES NOT SHOWN AND ST AND CONN ECTIONMENI HANDH LES AND SUPPORTS CO AND CONNECTION POINTS W0. OUTER ROW OF 4" E%T IAOOER W/ HALL PREVENTION — PRINTER'SW/ CAP, 12 SYSTEM, NMB PREVENTION a \\� —12' DIA HDPE MIN, SPACING APPRO%9' _ cmcn mnmr�nr�c acunnun _,��� OG.SFRO M RFS WAI L. SEE NOTICE L FURNISH AND INSTALL ROOFTOP WALKWAY RINGWALLMN TO CENTER VENT INCLUDING ANGLE T -0 -XV -0 -ROOF APPROX LIMITS TREADS, NON-SKID SURFACING, AND HATCH W/ ENTER HNDRL BOTH SIDES, SEE NOTE Z (ADDER, SEE DET �G" Z, SET M-4 ATTACHMENTS AND APPURTENANCES, SHALL BE COATED PER RESERVOIR PLAN SCALE: 1/8'=1'-0' NOTICE NOTES: 1. SEE STRUCTURAL SHEETS MR RESERVOIR STRUCTURAL KAU PRELIMINAmRY01 H �G" hEILK ATTACHMENTS AND APPURTENANCES, SHALL BE COATED PER SPECIFICATIONS. o� " Febro ry 2020 v.xu mB oaa SMOOTH. "or nF.s 3HF I Murraysmi[B AND VACUUM RELIEF AND ALL OTHER ITEMS AS SPECIFIED IN FURNISH AND INSTALL ROOFTOP WALKWAY TO CENTER VENT INCLUDING ANGLE THREADS, NON-SKID SURFACING, AND HNDRL BOTH SIDES, SEE NOTE Z TOP OF ROOF EL=1152.21 TOP OF RES SHELL r —_ EL=1152.25 NORMAL ME El =1142.0 murraysmi h*") 0 iOF CONS PER TRUCT HANDRA POSHA REQS, SEE TE 5 DET 1, SET M-4 AND STRU SMS CLTANK 4' TOE GUARD NOT SHOWN OVER TREADS MR CLARITY CENTER CROWN El -Il 116.0 SL➢�2% SlP�2% m 36' DIA HINGED SIDE ACCESS MANWAY, TYP OF 2, SEE STRUCT SMS RESERVOIR ELEVATION SCALE: 1/8'=1'-0 DINGY/ALL FDN, SEE DETAILS, CIVIL AND STRUCT SETS SITE PLAN REVIEW SUBMITTAL( SOUTH HILLS RESERVOIR FLOOR 4TH LEVEL PLAN AND ELEVATION M-1 RESERVOIR NOTES: 1. SEE STRUCTURAL SHEETS MR RESERVOIR STRUCTURAL DESIGN. 2. RESERVOIR INTERIOR AND EXTERIOR, INCLUDING ALL ATTACHMENTS AND APPURTENANCES, SHALL BE COATED PER SPECIFICATIONS. 3. ALL ACCESS HOLES AND BOLT HOLES SHALL BE CUT/DRILLED PRIOR TO TANK COATING. ALL ROUGH EDGESSHALL BE GRO ND SMOOTH. 4. ALL WELDS SHALL BE SEAL WELDED PER SPECIFICATIONS. S. ROOF VENT SHALL BE 24" DIAMETER AT THF BASE WTTH A S4' 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 AWMINUM 24 AST AS MANUFACTURED BY ADVANCE TANK AND CONSTRUCTION, OR APPROVED EQUAL. INSTALLSTLANGLE 6. RESERVOIR SHALL INCLUDE UDDER INTRUSION SWITCH, ON SHROUD & HATCHINTRU90N SWITCH, AND NOTION DETECTOR. SEE INSTALL MOTION ELECTRICAL SHEETS. DETECTOR ]. CONSTRUCTION OF THE WALKWAY EXTENSION TO CENTER VENT SHALL INCLUDE THE FELLOW NG: V-6' MIN EA DIR • MINIMUM EVE (S) STEEL ANGLE TREADS AT 16' ON CENTER. ANGLES SHALL BE Y"THICK, 4" HORIZONTAL LEG, WITH SEE NOTE9 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 DEBRIS AND MOISTURE. • HANDRAIL SHALL BE CONSTRUCTED PER OSHA REQUIREMENTS, MINIMUM 3'-6" TALL WITH W x 4' TOE GUARD, 2" NOMINAL DIAMETER TCP PAN, 1$' NOMINAL DIAMETER MIDDLE PAIL (COPED TO MEET POSTS), AND 2' NOMINAL DIAMETER POSTS AT 6ON CENTER MAXIMUM SPACING. — EXTERIOR (ADDER FIAT • ALL HANDRAIL COMPONENTS SHALL BE ROLLED TO MATO( AND SHROUD, By ALL SHALL COPED ON THE ROOFTTOMM BY FABRICATOR FABRICAGCATOR BOME VERTICADIUSAL UMBITI BOTTOMPo0.VFAIPLUMB (AREAS • NON -SAD SURFACINGPoEALLARFAS WITHIN THF NEW WITHIN HANDRAIL PER THE SPECIFICATIONS. —INCLUDE SHALL INCLUDE IR CATHODICPROTECTIONHALL OLESINSTALL AND OTHER PREVENTION FALLPREVENTION FEATURES NOT SHOWN AND ST AND CONN ECTIONMENI HANDH LES AND SUPPORTS CO AND CONNECTION POINTS W0. CATHODIC ON CATHODIC PROTECTION CONTROL WIRING RUNS TO RESERVOIR ROOF CONTRACTOR COORDINATEWITH CATHODIC PROTECTION SUPPI]FR DURING CONSTRUCTION PROTECTION —12' DIA HDPE 1S CLIMB PREVENTION SHIELD AND FIAT BAR UDOE0. CAGE AND OVERFLOW&HDPE SHROUD FC0. F%TERIOR UDDER SHALL BE DETAILED BYTANK DONE , SEE CETT SHT FABRICATOR AND SUBMITTED Po0.APPROVAL DURING M-2&DET 4, SET M-5 CONSTRUCTION. SHROUD SHALL BE FULL HEIGHT, AND CONSTRUCTED FROM MINIMUM}" THICK STEEL, IN SECTIONS AND CONNECTED TO TANK SHELL AND/OR UDDER CAGE AS DETERMINED BY FABRICATOR. 10. HANDPAILS, (ADDERS AND APPURTENANCES SHALL BE A36 — MIN S' TALL LOCKABLE STEEL AND PAINTED PER SPECIFICATIONS. ALL HA RD WA RE SHALL CLIMB PREVENTION BE TYPE III STAINLESS STEEL. SHIELD, SEE NOTE 9 11. ALL HARDWARE INSIDE RESERVOIR SHALL BE TYPE 316 STAINLESSSTEEL WITH DIELECTRIC ISOLATION KENS. ALL HARDWARE ONRESERVOIR EXTERIOR SHALL BE GRADE A307 GALVANIZED STEEL. DINGY/ALL FDN, SEE DETAILS, CIVIL AND STRUCT SETS SITE PLAN REVIEW SUBMITTAL( SOUTH HILLS RESERVOIR FLOOR 4TH LEVEL PLAN AND ELEVATION M-1 RESERVOIR RES FOOTING (ABOVE) RES WALL (ABOVE) CONC PIPE BLOCK, SEE DETS, SHE S-3 W DRAIN B of 15 6 / 6.v / �6'-6" BLOCK, SEE DEES, 13 t T" M/G / SEE DETS, SHE S-3 F rTMIY 17 z A 1 L- m= I L� q 1 10 12- OVERFLOW £ 12- MIN TYP l'-30"MIN 12" OVERFLOW AND 8" DRAIN ENTRANCE PLAN 1 SCALE: 3/8'=1'-0" M-1 HDPE CONE AND BAFFLE, SEE DET 4, SHE M-5 OVERFLOW EL=11%.0 FICTING (ABOVE) RES WALL (ABOVE) 12'MIN ° -11 12"MINWP r� EF -11' MIN 1 1 v al 1 1 ' 16" INLET/OUTLET ENTRANCE PLAN i21 SCALE: 3/8'=1'-0' M-1 z DOW PIPE BLOCK, SHEET NOTES: 5, ALL MISCELLANEOUS STEEL APPURTENANCES SHALL BE GRADE bb b £ 4' SENSING LINE 1, ALL EXPOSED AND BURIED STEEL PIPING AND SUPPORTS WITHIN OVERFLOW 16' INLET/OUTLET AND UNDER RESERVOIR SHALL BE PAINT LINED AND COATED NEOPRENE PADDING PIPE SUPWRT, 4" 1" LINE D PIPES IN PIPE BLOCK f SEE DE 3, UNDER RES FIA PLATE, 9, PROVIDE POLYETHYLENE ENCASEMENT AND 3/W PER GRAVEL PIPE MATERIALS, SEED SHE M-5 1 I SCALE: 3 6 3, ALL STEEL PIPING SHALL BE PRIMED AND PAINTED. WELDING, DOW PIPE BLOCK, SHEET NOTES: 5, ALL MISCELLANEOUS STEEL APPURTENANCES SHALL BE GRADE SEE DETS, SHE S-3 A36 UNLESS OTHERWISE NOTED. V V 4' SENSING LINE 1, ALL EXPOSED AND BURIED STEEL PIPING AND SUPPORTS WITHIN 16' INLET/OUTLET AND UNDER RESERVOIR SHALL BE PAINT LINED AND COATED NEOPRENE PADDING RPE UNLESS OTHERWISE NOTED, SEE SPECIHCATIONS. S. RESERVOIR ANCHORS NOT SHOWN IN PLAN VIEWS FOR CLARITY, PIPES IN PIPE BLOCK f z. PROVIDE INSULATED FLANGED POINTS BETWEEN DISSIMILAR FLANGED JOIN UNDER RES FIA PLATE, 9, PROVIDE POLYETHYLENE ENCASEMENT AND 3/W PER GRAVEL PIPE MATERIALS, SEED BEDDING AND RIDE ZONE BACKFILL FROM OUTSIDE FACE OF RPE G231 BY RUBATE%, OR 3, ALL STEEL PIPING SHALL BE PRIMED AND PAINTED. WELDING, APWD EQ NS,BE OR WELDING OF DRILLINQ CUTEST OF PIPEMILL p PIPE FLEXIBILITY AWUING. CE5 TO PIPE WILL IqT BEALLOWED FOLLOWING BUT LO SCALE: 3/8"=I TI PAINTING. 11, FOR DOUBLER PLATE DIMENSIONS, SEE DETAIL X, SHEET %. 4. REINFORCED COLLAR PLATE THICKNESS SHALL MATCH RESERVOIR BOTTOM PLATE THICKNESS. 12' DIA HDPE 5, ALL MISCELLANEOUS STEEL APPURTENANCES SHALL BE GRADE A36 UNLESS OTHERWISE NOTED. V V 6. SEAL WELD ALL WELDED CONNEC IONS. FURW SH AND INSTALL 25 DUROMETER, 3" UP ]. ALL SITE WATER AND DRAINAGE PIPING SHALL BE RESTRAINED NEOPRENE PADDING WRAPPED AROUND ALL S. RESERVOIR ANCHORS NOT SHOWN IN PLAN VIEWS FOR CLARITY, PIPES IN PIPE BLOCK f UNDER RES FIA PLATE, 9, PROVIDE POLYETHYLENE ENCASEMENT AND 3/W PER GRAVEL TWO LAYERS OF ITEM BEDDING AND RIDE ZONE BACKFILL FROM OUTSIDE FACE OF RPE G231 BY RUBATE%, OR BLOCKS THROUGH FLEXIBLE EXPANSION JOINTS. APWD EQ 10. REPAIR STEEL PIPE LINING (INTERIOR COATING) AFTER PIPE FLEXIBILITY WELDING TO RESERVOIR FLOOR DOUBLER PLATES. SCALE: 3/8"=I TI SCALE: J/.-=. 11, FOR DOUBLER PLATE DIMENSIONS, SEE DETAIL X, SHEET %. 12' DIA HDPE V V OVERFLOW RPE 16" INLET OUTLET SECTION C 3• v.' -0' REMOVABLE SEL CONE FO0. DRAIN SCALE: J/.-=. saE sroP MATERIAL LIST y° INSTALL CFLG AT M �� Ol lz'DOUBLION,SELE%E%P 1T,FWSMI, l0 12'x8'DI TEE, FLGxM] 10 16' BEV, RES, INCLUDING VALVE BOX AND LID. %�° EL=1116.C9 T FG EL=1115.W TOP OF 12'E%PANSION, SEE SPECS,&SEESM TANK 0. NOTE9 1l 8'DI 90- BEND, FW 19 16' DI SPL, FW, LENGTH AS REQ'D 6 EL=1115.56 O2 q'GV,FW l2 8'DI SPL, PLUS 20 16' BE 90•BEND, FW FG EL=1115.W - TOP OF TANK EL�3115.5H e °` I O lz' DI SPL, FLS, LENGTH AS REQ'D 13 W DI SPL, PE 2© 16' SEE SPL, FLS, LENGTH AS REQ'D .58 a T1� 1'-6' MIN 6 Oq 12' DI, SEE SHE O6 FOR CONTINUATION 14 W SEE SPL, FLG.PE Q 16' DI, SEE SEE C5 FOR CONTINUATION e O ADV EfSMIC 15 8�'GD xM], INCLUDING VALVE BOX 23 16' SEE 90' BEND, FW 1'-6'MIN 3 VALVEOAIRTT,,6EESHTC-6FOR END e e IE=11]0.03 B --8'DI 2 mNNNUATION Ib FLANGE ISOLATION IT, SIZE AS REQ'D, 29 1'SCH 80 SST, THRD, W/ DIELECTRIC ISOLATION 1 © IV SEE SEE, FWxPE SEE INSU L FW DET 4, SHE C-15 25 4' SIL BLIND FW I' THRD TAP M-1110.50 - - 12' BE 11 2 O] IV FLE%CPW, W1 PIPE STOP ll 16' DOUBLE BALL FLE%E%P 1T, 36 4' SEE SPL, FLS 4 1 0 3 12' MIN CIA, NOTES: FW xM3, 12' EXPANSION, SEE SPECS, TYP ALL SIDES OB DI 90- BEND, FLS &SEE SHE NOTE Q q'IXSPL, FUG 1. TRIM TOP OF DRAIN LINE FLUSH WITH FLOOR FOLLOWING CONSTRUCTION OF RESERVOIR IR FLOOR MUO O9 q' DI BLIND FW W/ 1' THRD TAP n 4" 0] 90° BEND. FIG 12" OVERFLOW SECTION A 8" DRAIN SECTION �1 SITE PLAN REVIEW SUBMITTAL S SCALE: 3/W=1 U' SCALE: 3/W=1 8 =1 O - NOTICE MJEW(NEC)SOUTH PREIINI'NNRRY� ONLY FebrRary zozo �} HILLS _ 4TH LEVEL RESERVOIR PIPING DETAILS EF M-2 BABJ. IFTHMMRD�.ro5e X11 rr �+�f1 IIILII I �yJI1I%Lh� RESERVOIR Mmrme mIM X .� ryEH�p NO. DATE BY REVISION ELEVATION 2"r 6" PIFE MENS oII " NEOPRENE N DIA, TYP STRAP PLAN PIPE SUPPORT ASSEMBLY DETAIL /"T1 SCALE: MS IE=1118.54 2% Na' 8'x�"P4 6^ 6^ YP DDIU US s^TYP 8' PIPE SDE 1' TYP SURORT 3' 3' SADDLE TO SEE RREEL HOLES FO0. BOLTS 22-A SEE SHE NOTE 3 TYPICAL SADDLE SECTION PIPE SADDLE DETAIL SCALE: 3 =1 U PELOCATION 6' INLET FULLING w DUCKBILL STYEE SUPPLIER CH", TYP yw SEE TYP SADDLE SECTION (j 9 22-A TYPICAL SADDLE SECTION PIPE SADDLE DETAIL SCALE: 3 =1 U PELOCATION 6' INLET FULLING PERR MIXING SYSTEM DUCKBILL STYEE SUPPLIER CH", TYP 10' MAX, TYP ELEVATION SHEET NOTES: 1. DO NOT DRILL INTO RESERVOIR FLOOR. 2. FINAL DESIGN OF MIXING SYSTEM TO BE SUBMITTED BY CONTRACTOR TO ENGINEER FOR REVIEW ANDAPPROVAL 3. ALL PLATES TO BE 1/4' THICK UNLESS OTHERWISE SPECIFIED. 4. ALLSTEEL JOINTS SHALL BE SEAL WELDED. 5, INSTALL RPE SUPPORT AND ALIGN PIPES PRIOR TO SECURING PIPE AMPS TO SUPPORTS. 6. ALL STRUCTURAL STEEL FOR SADDLES SHALL BE AAM A36. PROVIDE DIELECTRIC ISOLATION BETWEENC BON4EELSADDIESMDSTAINLESS4EELHARDWARE. ]. ALL BOLTS, NUTS, AND FASTENERS SHALL BE 316 STAINLESS STEEL. LENGTH OF BOLTS AS REQUIRED TO DEVELOP NLLGRIP. PROVIDE WASHERS ON BOLTS TO PROTECT COATINGS ON SUPPORTS AND DIELECTRICPIPING. PROVIDE DIELECTRIC ISOLATION (RANGE ISOLATION KITS) BETWEEN CARBON STEEL SPECIES AND STN NLESS STEEL HARDWARE. 8. PIPE SUPPORT ASSEMBLIES S ALL BE SHOP FABRICATED UNLESS OTHERWISE INDICATED. ALL HOLES SHRILL RIED BE DRIN SHOP, NOT CUT. 9. PIPE SADDLE SUPPORTS SHRILL BE PAINTED AND SHALL BE SEAL WELDED TO FLOOR. LINE SADDLE WITH NEOPRENE PAD ALL THE WAY AROUND THE RPE. ADHERE PAD TO SADDLE WITH SIKAREX 1A OR APPROVED EQUAL 10. FEE SUPPORT SHRILL BE LEVELED SO THAT SUPPORT OF PIPE IS EVEN ACROSS THE FULL WIDTH OF THE SUPPORT. 11. RESERVOIR FLOOR SLOPE IS 2 PERCENT; PIPE SU WORT SADDLE HEIGHTS VARY TO MAINTAIN INLET PIPE I WERT ELEVATION OF AWROXIMATELY 1118.5. 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 RANGE LOCATIONS. RNALCONRGUMTION BY MIXING SYSTEM SUPPLIER TYP LD 16"x12'WEED ET 1, THIS SHE HDPE OR STL FLG 0.x0. 16' DEA INLET/OUTLET, SE DET 2&SECT C, SET C-5 FAR -ADE TANK uu i=i [MID -TANK FULLING PSS' FILLING ASSY, DEW, TYP PSPT TEP RES SHELL SEE DET 1, THIS SHE D " 2 5' IUIIS I� BLIND FIG PLAN NEAR -ADE TANK INLET/ OUTLET PIPING MANIFOLD i1 FILLING ASSY SCALE:3 F_J-0YT F SITE PLAN REVIEW SUBMITTAL NOTICE EW N PIE111I1ARY� ONLY EF °AWE° SOUTH HILLS RESERVOIR INLET MIXING M-3 February 2020 a« _ 4TH LEVEL SYSTEM IF THM MR 0� .ro5e ryEHa° IIILII I �yJI1I%L�` ; RESERVOIR Murrey nl NO. DATE BY REVISION TOP OF RES DOME ROOF PLATFORM RES SHELL RES ROOF EDGE BEHIND FRONT ELEVATION SUPPORT TAB, TYP SIDE ELEVATION EXTERIOR LANDING AND RAILING SC4LE:3/&'=1'-0' M-1 %'x2 -w SUPPORT TAB (INTERIOR — UDDER ONLY) %'x2%a' EB, LENGTH AS REQ'D r SUPPORT TAB (EXT LADDR ONLY), %i52' FB WELDED CONNECTIONS BYTANK MM WHERE REQ'D TYPICAL LADDER iz1 SCALE: HIS INTRLADDERW/ - FALL PREVENTION SYSTEM, SEE DET 2, THIS SET CENTER INTR LAD( HORIZONTALLY IN HATCH DENG HNDRL(TVP), CENSE PER OSHA REQUIREMENTS (TOR GUARD NOT SHOWN FOR o MR CONT \ PER (ADDER E%T 1. ALL LADDERS SHALL BE EQUIPPED WITH STAINLESS-STEEL CABLE STYLE FALL y- THK AL LOCKING HASP BACKGOUGE ROOFPLATE o ]'MIN INTERIOR (ADDER, AND PERMANENT LOCK & HASP FOR HNDRL(TYP), 2. LADDER SECTION LENGTHS SHALL BE CONST PER OS H4 f - DETERMINED BY CONTRACTOR, SPLICE PER O 6' MIN REQUIREMENTSREMOVABLE/ TELESCOPING EXTENSION P (ADDER. TOP RUNG OF LADDER FOR FALL PREVENTION SYSTEM, PROVIDE OPENING, SEE SPECS OF ;'HATEUNDEMRDE&TOP SHALLBE LEVEL W/ HOLDER MOUNTED TO HNDRL FOR 3. HANDRAILS, (ADDERS AND � -OM' ROOF STORAGE OF EXTENSION O �� TOP RUNG OF ANGLE SIE THE RESER HARDWARE INSIDE THE RESERVOIR SHALL 7RES LADDER TREADS LANDING PLATFORM -_ '_'_ - O 1' DIA SOLID BAR STOCK BELOW ROOF W/SLIP-RESISTANT FINISH PLATFORM RES SHELL RES ROOF EDGE BEHIND FRONT ELEVATION SUPPORT TAB, TYP SIDE ELEVATION EXTERIOR LANDING AND RAILING SC4LE:3/&'=1'-0' M-1 %'x2 -w SUPPORT TAB (INTERIOR — UDDER ONLY) %'x2%a' EB, LENGTH AS REQ'D r SUPPORT TAB (EXT LADDR ONLY), %i52' FB WELDED CONNECTIONS BYTANK MM WHERE REQ'D TYPICAL LADDER iz1 SCALE: HIS INTRLADDERW/ - FALL PREVENTION SYSTEM, SEE DET 2, THIS SET CENTER INTR LAD( HORIZONTALLY IN HATCH DENG HNDRL(TVP), CENSE PER OSHA REQUIREMENTS (TOR GUARD NOT SHOWN FOR CONNECT LADDERS TO RES WALL W/ SUPPORT TAB, SEE DET 6, THI5 RES FL0. 5HT, TYP INTERIOR LADDER SECTION 3 SC4LE:3/&'=1'-0' M-1 NOTES: 1. ALL LADDERS SHALL BE EQUIPPED WITH STAINLESS-STEEL CABLE STYLE FALL y- THK AL LOCKING HASP PREVENTION SYSTEM, SEE SPC-0FICATION5. PROVIDE REMOVABLE EXTENSION MR INTERIOR (ADDER, AND PERMANENT LOCK & HASP FOR EXTENSION FOR EXTERIOR (ADDER. 2. LADDER SECTION LENGTHS SHALL BE - DETERMINED BY CONTRACTOR, SPLICE PER 3'-0"x4'_' CIA 6' W[DE j§' DIA HANDLE, T P BS DETAIL 4, THIS SHEET, FOR INTERIOR P (ADDER. OPENING, SEE SPECS OF ;'HATEUNDEMRDE&TOP ACCESS HATCH NOTES: 3. HANDRAILS, (ADDERS AND � -OM' SHALL AND PRINTFAPPURTENANCES PAINTED PER ALL IONS. ALL SIE THE RESER HARDWARE INSIDE THE RESERVOIR SHALL BE TYPE STAINLESS EANDRLL AL HATCH, SEE NOTE 2 ERIOR SHALL HARDWARE OR RESERVOIRIREXTERIOR BE GALVANIZED STEEL 4, ALL WELDED CONNECTIONS TO RESERVOIR SHALL BE SEAL WELDED. FOR ACCESS HATCH AND S. PROVIDE DIELECTRIC ISOLATION KITS AT ALL DISSIMILAR METALS CONNECTION POINTS, INCLUDING STAINLESS STEEL TO CARBON STEEL (INSULATING SLEEVES AND OPENINGSHOWN DETAILS LA AND ROOF NEWT AND WASHERS). CONNECT LADDERS TO RES WALL W/ SUPPORT TAB, SEE DET 6, THI5 RES FL0. 5HT, TYP INTERIOR LADDER SECTION 3 SC4LE:3/&'=1'-0' M-1 AL ROOF HATCH W/ y- THK AL LOCKING HASP LOCK & HASP FOR 3'-0"x4'_' CIA 6' W[DE j§' DIA HANDLE, T P BS OPENING, SEE SPECS OF ;'HATEUNDEMRDE&TOP ACCESS HATCH NOTES: TANK SHELL %. AL HATCH, SEE NOTE 2 1, REFER TO STRUCTURAL DRAWINGS FOR ACCESS HATCH AND FABRICATE HINGE & INSTALL HOLD OPENINGSHOWN DETAILS LA AND ROOF NEWT AND 2-%1'x6'x%s' SPLICE PL, BS, SS'x2Yz' PLATE W/ %i' DIA J? OPEN ARM TO LOCK OPEN AT 90', TTY. NOT SHOWN FOR CLARITY. CIA HOLDS PS SHOWN, 2' y 2' Y' THK SEE RING h PROVIDE MECHAMSM TO HOLD ARM USE FOUR 'DIA x SST HOLES FOR (2) %' DIA MR LOCKING HASP IN PLACE WHI HATCH IS OPEN 2. INSTALL RUBBER GASKETON BOLTS PER SPICE, W/ SST BOLTS, PROVIDE UNDERSIDE OFTA HATCH LED TO ISOLATE INSWATING SLVS & INSUL WASHERS &SLVS ' THK AL HINGE ARM, WASHERS ON BOLTS ON BOLTS TYP OF 2 O O SHOP Ey. j'¢'CIA PAINTED DRA NGS OFF ACCESS HATCH ti UWSTRUT CARBON STLTHRD 0.0D %' SST HINGE BOLT, TACK WELD FABRICATION FOR APPROVAL SEE PIWOKOx20', GALV 0 W/NUT, MROVIDETWO NUT TO PREVENT REM OVAL SPC-0FICATIONS. 12'-0" OC MAX, MR MOUNT, °'RES WEDDED SEE HATCH RISER, PROVIDE CLOSURE EVENLY SPACED WALL SEE STRUCT SETS STRIP & END C4P5 ROOF ACCESS HATCH i1 INTERIOR LADDER SPLICE 4 CONDUIT MOUNTING BRACKETO SUPPORT SCALE NIS SCAIE:NTS SCALE: NTS I" SCALE; NTS SITE PLAN REVIEW SUBMITTAL NOTICE U PRELLIN]'NNMY� ONLY February 2020 _ SOUTH HILLS 4TH LEVEL RESERVOIR LADDER & ACCESS DETAILS EF M-4 ° Iv BAB E° Vt+ murril smith RESERVOIR M_!h X o' :( FH Troem NO. DATE BY REVISION SCHED ED 1' ELB STAINLESS (SEE NOTE 1) STEEL(SST) SCHED80 RPE & FRT[NGS PVC PIPE & RTT NGS EXTERIOR INTERIOR 1' 1'STRE ELBOW SEE NOTES 2 & 3 WELDED FB FOR HINGE INSTALLATION & CAB CONN pp -(SEAL WELD l VxA- MR, TYP ^�'(-JR�7- SAMPLE LINE, TYP 1' ELBOW RES WALL (SEE NOTE 1) SEAL WELD 1' CLOSE CARBON STL WELDED H05P FOR NIPPLE THREAPO-LET, LOCKING [RIC CPLG BE LTOSST SAMPLING STATION SECTION A NOTES: 1. FURNISH AND INSTALL THREE SAMPLE TAPS WITH THE INTERIOR MILES LOCATED AT 5',15' AND 25' ABOVE THE TANK FLOOR. LABEL TAPS CLEARLY WITHIN CABINET. 2CABINET SHALL BE PAINTED STEEL, MI W MUM 10 GAUGE INSULATED, LOCKABLE AND HINGED ON THE SIDE. MINIMUM DIMENSIONS SHALL BE 3' WIDE BY 2' TALL BY 18' DEEP. 3. WELD Y4'.2- FIAT BAR TO RESERVOIR SHELL, AND ATTACH CABINET TO FIAT MR WITH STAINLESS STEEL BOLTS INCA DING DIELECTRIC ISOLATION. WATER QUALITY SAMPLING STATION SCALE: NTS M-1 SHEET NOTES 1. ALL STEEL PIPING AND SUPPORTS IN THE RESERVOIR SHALL BE COATED PER THE INTERIOR COATING SPECIFICATIONS UNLESS OTHERWISE NOTED. SEE SPECIFICATION SECTION D9 97 14 STEEL WATER STORAGE TANK PAINTING. 2, PROVIDE INSULATED FIANGED30IRES BETWEEN DISSIMILAR RPE MATERIALS, SEE SPECIFICATIONS. 3, WELDING, DRILLING, CUTTING OF PIPE SECTIONS, OR WELDING OF APPURTENANCES TO PIPE WILL NOT BE ALLOWED FOLLOWING PAINTING. 4. ALL MISCELLANEOUS STEEL APPURTENANCES SHALL BE GRADE A36 UNLESS OTHERWISE NOTED. S. SEAL WELD ALL WELDED CONNECTIONS. 6. OVERFLOW PIPE SUPPORTS SHALL BE SPACED 8MAXIMUM ON CENTER. Y4' THK HDPE BAFFLE PLATES NOTES: 1. PAINTER'S PWGS SHALL BE SPACED APPROXIMATELY 9' ON CENTER. 2, THREADS ON PAINTER'S PWG 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 z SC4LE:3/9'=1'-0' M-1 +_�� HERE BAFFLE MATES WEL-DED TABS ON TOP TO REST ON CONE THK WELDED HDPE VE AND NECK AS NECESSARY TO MATCH OVERFLOW PIPE CONE AND BAFFLE r4 SC41E:3/,M=1'-(E M-1 Nona 1' ELB WALL (SEE NOTE 1) M SST 0 -BOLT, WE SAMPLE: S' Froruary 2020 ABOVE 1. IA PIPc, SAMPLE: 15' - even IT .. ABOVE FIR 1' 1'STRE ELBOW SEE NOTES 2 & 3 WELDED FB FOR HINGE INSTALLATION & CAB CONN pp -(SEAL WELD l VxA- MR, TYP ^�'(-JR�7- SAMPLE LINE, TYP 1' ELBOW RES WALL (SEE NOTE 1) SEAL WELD 1' CLOSE CARBON STL WELDED H05P FOR NIPPLE THREAPO-LET, LOCKING [RIC CPLG BE LTOSST SAMPLING STATION SECTION A NOTES: 1. FURNISH AND INSTALL THREE SAMPLE TAPS WITH THE INTERIOR MILES LOCATED AT 5',15' AND 25' ABOVE THE TANK FLOOR. LABEL TAPS CLEARLY WITHIN CABINET. 2CABINET SHALL BE PAINTED STEEL, MI W MUM 10 GAUGE INSULATED, LOCKABLE AND HINGED ON THE SIDE. MINIMUM DIMENSIONS SHALL BE 3' WIDE BY 2' TALL BY 18' DEEP. 3. WELD Y4'.2- FIAT BAR TO RESERVOIR SHELL, AND ATTACH CABINET TO FIAT MR WITH STAINLESS STEEL BOLTS INCA DING DIELECTRIC ISOLATION. WATER QUALITY SAMPLING STATION SCALE: NTS M-1 SHEET NOTES 1. ALL STEEL PIPING AND SUPPORTS IN THE RESERVOIR SHALL BE COATED PER THE INTERIOR COATING SPECIFICATIONS UNLESS OTHERWISE NOTED. SEE SPECIFICATION SECTION D9 97 14 STEEL WATER STORAGE TANK PAINTING. 2, PROVIDE INSULATED FIANGED30IRES BETWEEN DISSIMILAR RPE MATERIALS, SEE SPECIFICATIONS. 3, WELDING, DRILLING, CUTTING OF PIPE SECTIONS, OR WELDING OF APPURTENANCES TO PIPE WILL NOT BE ALLOWED FOLLOWING PAINTING. 4. ALL MISCELLANEOUS STEEL APPURTENANCES SHALL BE GRADE A36 UNLESS OTHERWISE NOTED. S. SEAL WELD ALL WELDED CONNECTIONS. 6. OVERFLOW PIPE SUPPORTS SHALL BE SPACED 8MAXIMUM ON CENTER. Y4' THK HDPE BAFFLE PLATES NOTES: 1. PAINTER'S PWGS SHALL BE SPACED APPROXIMATELY 9' ON CENTER. 2, THREADS ON PAINTER'S PWG 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 z SC4LE:3/9'=1'-0' M-1 +_�� HERE BAFFLE MATES WEL-DED TABS ON TOP TO REST ON CONE THK WELDED HDPE VE AND NECK AS NECESSARY TO MATCH OVERFLOW PIPE CONE AND BAFFLE r4 SC41E:3/,M=1'-(E M-1 Nona KAu PRELIMINMY01 M 1LTIII M.M� Froruary 2020 o�w munavFmieN FHEO�D 'x,Trosn murraysmi h") 0 LEGS (TYP) 30° TYP (WP) 12' DIA PVC OVERFLOW PIPE L OVERFLOW RPE INSULATED WASHERS & 3'x3'x y' SUPPORT, 8' MAX SUIS ON BOLTS ANGIE(TYP) VERTICA-SPACING, SEE SHE NOTES PLAN SIDE ELEVATION OVERFLOW PIPE SUPPORTS 3 TaLE:3/4"-1'-0" M-1 PRESS - TRANSDUCEF SUPPLIED BY OWNER Yf BV, (NO) Ne' REX TEE - Yr BV, (NO) 1' PE%SENSING 1'BV, (NO) iii' T. NUBBER iii' FE%TEL �—DRIPLEG ,% BV, (NC) BV, (NO) Y1' REX ROPER REX TEE BV,(NC) NOTE: 1. ALL SENSING LINE PIPING SHALL BE REX. SENSING LINE, PRESSURE TRANSDUCER AND PRESSURE GAUGE ASSEMBLY s SCALE NTS M6 SITE PLAN REVIEW SUBMITTAL SOUTH HILLS RESERVOIR MISCELLANEOUS 4TH LEVEL DETAILS M-5 RESERVOIR TO/FROM IESERVOIR 0. SEISMIC VALVE VAULT(q s=-172 =1-0 C5 MATERIAL LIST Ol PRECAST CONC UTILITY VAULT, 810 -IA BY OLDCASTLE PRECAST OR APPVD EQ O 6'x9' GALV STT, DBL DOOR ACCESS HATCH W/ H2O LOADING AND RECESSED HASP, NO. 48729 BY OIDCASTLE PRECAST OR APPVD EQ, SEE SPECS O3 GALV SEE LADDER W/ OSHA EXTENSION, SEE NOTE O 16' DI SPL FLG.PE O5 16' BEV (SEISMIC VALVE), FLG © SEISMICALLY -ACTIVATED MOTORIZED ACTUATOR, SEE SPECS O 16' RFCA OB PIPE SUPPORT ,MODEL S-89 FLANGED ADJUSTABLE BY STANDON, OR APPVD EQ O9 SEAL PIPE PENETRATION THROUGH WALL LINK -SEAL BY GPT INDUSTRIES OR APPVD EQ, SIZE AS REQ'D, SEE DET 2, THIS SHE 10 VAULT FLOOR SU MR W/ GRATE AND 9' PVC DRAIN LINE, 104, CONNECT TO EXIST MH -1 11 NOT USED 1© EXHAUST FAN, MOUNT TO VAULT CEILING PER MFR'S RECOMMENDATIONS, INCL HANGING BRACKETS W/ HANGING NEOPRENE ISOLATORS, GREENHECK MODEL BSQ-70-3, OR APPVC EQ 13 FABRICATED SM MET SQUARE -TO -ROU NO REDUCING CONNECTOR, 12' LONG, W/ 9.05' DIA OUTLET FOR CONN TO S' DI PIPE, & FAN SZE AS REQ'D l4 S' CELL MR SHE MET TO DI CONN, FERNCO STRONGBACK OR APPVD M 15 S' CL 50 DI SPL WR EXHAUST FAN OUTLET, L=224 S' DI %' VERT BEND, MJ, RESER, SEE DET 3, SM C-16 FOR CONT OF GOOSENECK ASSY 16 SU WORT PIPE FROM CEILING PS REQ'D @ 1' REX SENSING PIPING, BENDS AND FE TINGS PS REQ'D, ROUTE TO PRESSURE TRANSDUCER W/ WALL SUPPORTS AS EQ R'D 18 SENSING ITHE& PRESSURE TRANSDUCER ASSEMBLY, SEE DET 5, SET M-5, PRESSURE TRANSDUCER SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR 19 1' TAP W/ SCH 80 PVC PIPING, THRID, FOR CONNECTION TO 1' CARV ASSEMBLY, PW MB DRAIN LINE TO VAULT FLOOR SU MR W/ 1' SCH 80 PVC MPING, PROVIDE BENDS, FE TINGS, & PIPE SUPPORTS AS RMD 1.PY �gM�i9 ��� © � � .L• i !"rck`alli © Y O TO/FROM SYSTEM M MH -1 EL=1107.83 � MEN, W 29' FIN, P, AU -SIDES SECTION A SCALE: 1/2'=1'-0' 6'W COMPACTED %-O' CR, 29' MIN, TYP, ALL SIDES SECTION B SCALE: 1/2'=1'-0' MW!LR FILLANNUTARSPACE OR WALL W/ FUN SEALANT OR LINK -SEAL SIZa E NON -SHRINK GROUT AS REQ'D FOR VfMT IT INTERIOR ( ) SIR EXTERIOR y� PENETRATION, SIZE AS NOTE: REQ'D FOR CARRIER PIPE & LINK -SEAL 1. SMLALL WALLPIPE PENETMTIONS W H LINK-SFALWPESFAL UNLESS OTHERWISE NOTED. LINK -SEAL DETAIL 2 SCALE: NTS NOTES: 1. VAULT EXTERIOR WALLSHALL BE COATED WITH WATERPROOFING. SHOP PRIMED DUCTILE IRON PIPE AND FITTINGS INSIDE OF VAULT SHALL BE PAINTED IN BLUE COLOR WITH TWO COATS OF EPDXY PAINT. SURFACE PREPARATION SHALL BE PER COATING MANUFACTURER. COATING SYSTEMS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW, 2. PROVIDE VAULT HATCH MIN SPRING ASSISTED DOORS AND RECESSED LOCK. LID TO BE REINFORCED FOR H-20 LOADING. 3. ALL PIPE SHALL BE DUCTILE IRON CLASS 52 UNLESS OTHERWISE NOTED. ALL30IM5 ON PIPES AND HTTINGS SHOWN SHALL BE RESTRAINEDJOINT. PROVIDE RESTRAINED JOINTS WITHIN 2 FEET OF VAULT WALL FOR ALL PIPING PENETRATIONS. 4. DUCTILE IRON PIPE WALL PENETRATIONS SHALL BE INSTALLED W RING VAULT CASTING BY VAULT MANUFACTURER. SIZES AND LOCATIONS FOR PENETRATION BLOCK-OUTS SHALL BE COORDINATED DUPING VAULT SUBMITTAL REVIEW. WALL PENETRATIONS FOR EIECTRICAL/COMMU NEGATION CONDUITS AND SMALL PIPING SHALL BE CORE DRILLED IN THE FIELD, NO UNUSED KNOCK -OUTS SHALL BE IN VAULT WALLS AT THE TIME THE VAULT IS BACKHLLED. 11, SPECIAL HANGERS AND SUPPORTS ARE SHOWN IN SOME LOCATIONS CONTRACTOR IS RESPONSIWE FOR DETERMINING THE LOCATION AND NUMBER OF ALL ADDITIONAL SUMORES TO PROPERLY SUPPORT PIPING, VALVES AND EQUIPMENT CONNECTIONS TO PREVENT DEFLECTION AND STRESSES. 12, ANCHORS FOR SMALL PIPING SUPPORTSIN VAULT TO BE EXPANSION WETS AND SIZED APPROPRIATELY WR THE SPECIFIED SUPPORT (1/9 -INCH MINIMUM DIAMETER). SEE SPECIFICATHONS, 13. VAULTSHALLINCWDE LIGHTING, HEAT, RECEPTACLE, HATCH INTRUSION SWETCH, FLOOD SWETCH, AND EXHAUST FAN. SEE ELECTRICALSHEETS. SITE PLAN REVIEW SUBMITTAL 5. ALL PENETRATIONS SHALL BE SMILED WITH LINK SEAL AND AN NOTICE APPROVED NON -SHRINK GROUT AND COATED ON THE OUTSIDE WETH A PRELIMINARY � ONLY Febr°ary zozo W Mmrme mIM BITUMASTIC COATING, UNLESS OTHERWISE NOTED. SOUTH HILLS = 4TH LEVEL RESERVOIR 6. LADDER TO BE SECURED TO VAULT FLOOR AND WALL OR TOP SECTION. EL=1114.50 Z, DUCTILEIRON FLANGED FETINGS SHALL CONFORM TO ANSI/AWWA C110 OR C153, AND DUCTILE IRON PIPE AND F TTINGS TO BE INSTALLED IN VAULT CEMENT -MORTAR LINED AND SHOP COATED WITH RED OXIDE PRIMER. ALL VALVES SHALL BE MINIMUM PRESSURE CUSS 150. 8. GASKETS FOR NON -INSULATED HANGED JOINTS SHALL BE GARLOCK 982%, OR APPROVED EQUAL, CONFORMING TO ANSI 16.21,1/8" THICK. ryEH�° GASKETS SHALL BE FULL FACED WITH HOLES TO PASS BOLTS. GASKET MATERIAL SHALL BE FREE FROM CORROSIVE ALKALI OR ACID ` TO/FROM INGREDIENTS. RESERVOIR EL=1111. W 9. ALL ELECTRICAL WORK TO BE INSTALLED IN ACCORDANCE WETH THE OREGON ELECTRICAL SAFETY CODE AND THE SPRINGFIELD UTILITY WARD ELECTRICAL DEVELOPER STANDARDS. SEE ELECTRICAL DRAWINGS WR ELECTRICAL DETAILS. 10, PRIOR TO EXCAVATION AND ORDERING VAULT, POTHOLE EXISTING WATER MAIN TO CONFIRM LOCATION AND ELEVATION. ADJUST EL=1108.83 INSTALLATION ACCORDINGLY. 11, SPECIAL HANGERS AND SUPPORTS ARE SHOWN IN SOME LOCATIONS CONTRACTOR IS RESPONSIWE FOR DETERMINING THE LOCATION AND NUMBER OF ALL ADDITIONAL SUMORES TO PROPERLY SUPPORT PIPING, VALVES AND EQUIPMENT CONNECTIONS TO PREVENT DEFLECTION AND STRESSES. 12, ANCHORS FOR SMALL PIPING SUPPORTSIN VAULT TO BE EXPANSION WETS AND SIZED APPROPRIATELY WR THE SPECIFIED SUPPORT (1/9 -INCH MINIMUM DIAMETER). SEE SPECIFICATHONS, 13. VAULTSHALLINCWDE LIGHTING, HEAT, RECEPTACLE, HATCH INTRUSION SWETCH, FLOOD SWETCH, AND EXHAUST FAN. SEE ELECTRICALSHEETS. SITE PLAN REVIEW SUBMITTAL NOTICE U PRELIMINARY � ONLY Febr°ary zozo W Mmrme mIM IIILII I �yJI1I%L�` SOUTH HILLS = 4TH LEVEL RESERVOIR SEISMIC VALVE VAULT PLAN &SECTIONS EF M-6 X o n ° BABE° ryEH�° .ro5e NO. GATE BY REVISION CASE FILE NO 11x G. is srvo e. rtaauartvx 13'-4- 12 125 CFM @ O.OS IN WG EO VG -1 6 G-1 0 BY GREENHECK 11N 1 W GMVITY BACKDMFi DAMPER UH -1 UNR HEATER 3.0 KW MUH-03-21 BY MARK 290V b 12 S� L-1 L-2 L-1 EF -1 12� _ M- FROVIDETRANSITION 11'-0" DUCT NG AND FAN 13' -4 - COUPLING AS NEEDED WEST ELEVATION SOUTH ELEVATION SCALE: 3/W=1'-0" SCALE: 3/6"=1'O" 5 S TELEMETRY BUILDING PLAN SCALE: 3/6"=1'-0" O 12 S� k NOTES: 1.TMAUST FAN SHALLINCLUDE GRAVITY BACKDRAFT DAMPER AND TRANSITION DUCTING AS REQUIRED. INCLUDE THERMOSTATIC CONTROL. x 2. UNIT HEATER SHALL INCLUDE THERMOSTATIC CONTROL. a 3. LOUVERS SHALL INCLUDE FACTORY ENAMEL COATING AND INSECT SCREENS. 0 0 s i 0 a EAST ELEVATION NORTH ELEVATION a SCALE: 3/8"=1'-0" SCALE: 3/B"=I'-0" 0 s LOWER SCHEDULE L a TAG NO. TYP SERVICE WIDTH %HEIGHT MIN FREE AREA MATERIAL MAKE/MODEL� COMMENTS b NJMINAL R OR UAL b L-1 FI%ED IMAKE 8 % 16 0.35 E%TRUDED ALUMINUM BV100 BV RUSK[N W INSECT SCREEN L-2 F[%ED E%HAUST 6%16 0.35 E%TRUDED ALUMINUM BV100 BV RUSK[N W INSECT SCREEN a y HVAC E EQUIPMENT SCHEDULE TAG NO. TYPE/SERVICE WIDTH %DEPTH % CAPACITY MAK MODEL,O0. EQUAL VOLTAG PHASE COMMENTS HEIGHT NOMINAL EF -1 E%HAUSf FAN 12 % 13_X SITE PLAN REVIEW SUBMITTAL m NOTICE U YRELLINI'NNRRY� ONLY TELEMETRY EF H �' BAB � February zozo o« _� SOUTH HILLS 4TH LEVEL BUILDING HVAC M-7 aAw oEHF u a,I.7II ill RESERVOIR PLAN v Xmrny" II I c o mIM .roem h DATE BY 0.EVIBION 12 125 CFM @ O.OS IN WG EO VG -1 6 G-1 0 BY GREENHECK 11N 1 W GMVITY BACKDMFi DAMPER UH -1 UNR HEATER 3.0 KW MUH-03-21 BY MARK 290V 1 15' WIDE GRAVELS ACCESS ROAD, SEE SWC -9 4' X V FIBER - VAULT 4'X4'POWER VAULT J� LOT 6500 SSI LOT 6300 VF LOT 100 LOT 6600 30'x TSNTRY� 4TH LEVEL RESERVOIR VALVE VAULT, SEE SHT E-8 0.46 MG BUILDING, SEE OIA=50' SHT A-1 BASE EL=1115.5' I. TEEL OF EL=1148.0' SHEET NOTES: <TO FOu.oW> AN YVAULTPOWER, SCAIEul' `SEISMIC SITE PLAN REVIEW SUBMITTAL VALVE VAULT, SEE SHT E-8 NOTICE 0 ,� 1 I. TEEL PRELLFQNARYONLY WWIUMFA" nw"'"°" FeMuary zozo ,- - SOUTH HILLS �' , � 4TH LEVEL ELECTRICAL SITE PLAN E-1 O6 GNM P. SwrGAFIT GwwN LaJ lg murraysm�th RESERVOIR 'xxor m'ur ry mmhn aLcveO Tosrni�`U NO. DATE BY REVISION FAOIET NJ.: 19-2621 SGT£: AS SHOWN I MTE PANEL SCHEDULE: 3 VR. 98WAC, 30 POWER FROM S PS MCC y K1 a 3-2/D, 1-t2G `10I FOR NON CONn Nous LOADS, 125V FOR CONTROLS LOADS yl 1 "FIRiTIDAENST 100'%, REMAINDERAT50% 2 ... 125%OF LARGEST MOTOR PLUS 100%SUM OTHER MOTORS (SET (BOA v.J.�.] 480-12012 e 5 /WB'1 30M/A (3P)(110M € � R MICENTER R CENTER 120/208V, 30 fi O 3 e 0 r KEYED NOTES: )(1)> EQUIPMENT GROUNDING CONDUCTOR(EGQ V SHALL 9E CONNECTED TO THE GROUNDING ELECTRODE AND USED MR GROUNDING AND MISSING. THE NEUTRAL SHALL NOT BE FF CONNECTED TO THE BOB OR GROUNDING 5 ELECTRODE. o RP o om i g SITE PLAN REVIEW SUBMITTAL I NOTICE J. FEEL N;ELIAQNRRY ONLY _ o °E°0 roxmusENxmxsmucrloe SOUTH HILLS 3. BFUSTIFF 1FM6 MRWES PRI FMFu4ry 2B2D murraysm�th 4TH LEVEL ONE -LINE DIAGRAM E-2 J. TEEL Mun�R,nn ` RESERVOIR y7EMDOSQI£� aLCKEo .,,u^,....I „, . D' ND.2.T]E REVISION RIDEWIKT HJ.: 19-E62L SGT£: AS SEMN TATE: PANEL: LP -1 VOLTAGE�V): 1Z0/208V MAIN OC DEVICE: 100/3 TYPE EATON MINI POWER CENTER AMPERAGE(A):80 INTER RATIN6kAIQ: 18 ENCLOSURE: NEMA 3R PHASE: 3 SERIES OR FULLY RATED FULL LOCATION: TELEMETRY BUILDING WIRE: 4 SURGE SUPPRESSOR: N/A MOUNTING: SURFACE SCAR (RAI Q: 18 SERVICE ENTR LISTED'. N/A FEEDER: 6HP5 MCC CRT OCP CONNECTED LOAD LOAD SVA) CONNECTED LOAD OCP CRT # PRATING DESCRIPTION TYPE rv�[ VA A B C VA rv�c TYPE DESCRIPTION RATING P # 1 1 20 INTERIOR LIGHTS (BUILDING) LIGHTS C 3W 3200 2900 C MISC RESERVOIR CATHODIC PROTECTION 30 1 2 3 1 20 RECEPTACLES RECEPT NC 1080 2230 1150 NC MISC LP -2 VALVE VAULT W 3 4 5 1 Z➢ EXTERIOR LIGHTS (RESERVOIR) LIGHTS C 1200 3200 2000 NC MISC LP -2 VALVE VAULT W 6 J 1 20 EXTERIOR LIGHTS (BUILDING) LIGHTS C 90 12J0 1180 C MISC LP -2 VALVE VAULT W 8 9 1 20 PLC PANEL UPS MISC NC 1000 1200 20D NC MISC SEISMIC VALVE CONTROLLER 20 1 10 11 1 20 EXHAUSTFAN MOTOR NC 500 J00 20D C MISC RADIO RACK RECEPTACLE 20 1 12 13 3 20 UNIT HEATER RESIST NC 1000 1000 SPARE 14 15 20 UNIT HEATER RESIST NC 1000 10x1 SPARE 16 1J 20 UNIT HEATER RESIST NC 1000 1000 SPARE 18 19 SPARE 0 SPARE 20 21 SPARE 0 SPARE 22 23 SPARE 0 SPARE 24 LOAD SUMMARY LIGHTS aECEPT MOTOa aES6T MISC SPARe TOTAL PHASE BALANCE A B C NOTES: CONNECTED LOAO)KVA): 1.59 1.08 0.5 3 8.63 0 14.8 TOTAL�VA): 54]0 4430 4900 DEMAND FACTOR (%): TOTAL�A): 45.58 36.92 40.83 DESIGN LOAD)KVA): 1.988 1.08 1 3 9.J 0 16.39 p O Oaa g 3 n 3 e e 00 < TO FOLLOW AT 90% DESIGN>> t °z s s N PLAN g :`._s. SITE PLAN REVIEW SUBMITTAL NOnU �. Tees o�xx® PREUAQNRRY ONLY �. °0X0f05E°"m""""`'"°" - SOUTH HILLS 8 LaJ v.Swv u CONDUIT PLAN �xsx xxNE Nx a.y 2020 4TH LEVEL E-3 IF '1EE0 w.n,nn murraysmth ,� RESERVOIR yTHrwnosait`� aE<veo ............... O' NO. GATE W R SION tRO1KT xJ.: 19-262t SGI£: AS SHOWN I MTE CABLE AND SCHEDULE: << TO FOLLOW AT 90% DESIGN>> NOnU n6usurve ti l J. IGN I WR U% NRkY Uk LY o y � O nS L W1g1UYRA 6M51WC11M LaJ F ppgWGaN0.T January 2020 J'9 MAUL mkk murraysmth `. TMMD� OICCI{ED SITE PLAN REVIEW SUBMITTAL SOUTH HILLS CABLE AND CONDUIT SCHEDULE 4TH LEVEL E-4 RESERVOIR NOTE 3 REBAR O NOTE 3 ESA " k4/D CU CADWEUMMERMIC CONNECTION, AND ND #15 MOLD TAC DGE OR ANOOVED EQUAL GE 00. APPROVED EQUAL BELOW GRADE - CABLETO CABLE(EXOTHERMIC) USOMWTTOERS,E 3/4' x 10' WNG GROUND RODS, ERICO, OR APPROVED EQUAL #4/0 CU EXOTHERMIC CONNECTION, CADWEW MOLD WE -182Q AND *115 CARTRIDGE OR APPRWED EQUAL BELOW GRADE - CABLE TO GROUND ROD (EXOTHERMIC) � swcxwTGswE CONCRETE GROUND 2" BURNDYGROUND WELL ROD CLAMP COVER PIPE INCORP ^ CAT k 120.-12T LEGEND: _ 4/0 BARE COPPER GROUND CABLE O GROUND ROD, 3/4" X 10'-0" CABLE UP NOTES: 1. 4/0 BARE COPPER GROUND RING. - MIN MUM 2'-0" OUTSIDE BUILDING WALL. - MNIMUM 2'-6" BELOW FINISHED GRADE. 2. EXOTHERMIC WEL ALL BURIED GROUND RING CONNECTIONS. 3. GROUND MORE PENETRATES SLAB IN FWSH-MOUNTED RMC. BOND AT BOTH ENDS OR USE PJC SLEEVE. GROUND 0.0D ACCESS WELL GROUND RDD 3/4" x 30'-0' PROTECTOR PIPE COP M[N 12Al2A BASE CAT COPPER WELD 12R12A GROUND ROD _ 2" MIN GROUT FOR ENV[RONMEMAL SEAL PLAN SCALE lC-S' k4/0 BARE COPPER CABLE GROUND ROD TEST WELL to .+ .^•. xorrozuE SITE PLAN REVIEW SUBMITTAL xoT[Q J. TEEL P UMINARYONLY roxvr°vT°"m"n""cr'ox E .'2020 MST mnn ` murraysm �th _ �; SOUTH HILLS ; 4TH LEVEL RESERVOIR GROUNDING PLAN E-5 " O GNED P. SOPWYAWGNA0.T 3.TEEL IF �M MR WES or"T,s„w•' '"NorTMIIESIS DRCNEO NO. DATE V REVISION TROI&I7., I"EE t SGL£: AS SXOWN MTE RESERVOIR LIGHTING CONTROL SCHEMATIC EXTERIOR LIGHTING MH -1 21XI1 SEISMIC VALVE VAULT TELEMETRY—______`I BUILDING I _ .a. I T� I II I 8 9 PLAN SCALE: 1' -IO' REEAINING WALL 4111 LEVEL RES 0.70 MG LEGEND: ITEM ON ASCRIPTION REFERENCE 1 3 LED WES I NAI RE, I OPEN OR LIGHTING, MULTIVOLT SEW, 4 -FOOT HAS LIGHTING SOUTH HILLS 4TH LEVEL RESERVOIR x��umran ii��ia rw.nxi� LIGHTING PLAN FIXTURE. $FAFHRT 36NW/010 O3 LED LUMINAI RE, OUTDOOR, WALL MOUNTED, 28W LITHONIA TWRI LED BE 40K OVULE DDB TXO O1 EMERGENCY LIGHTING LUMINA IRE SELF-CONTAINED LITHONIA FRIT/EMERGENCY LIGHT WITH NICKEL- CADMIUM BATTERY, LED LHQM-S-W 3R -N .E<I{Eo SIGN LAMPS, AND TWO S 4W KRYPTON EMERGENCY LAMPS .3 3W 4 1 LI GHTTOGGLE SWITCH, INTERIOR LIGHTS, 51 GLEE POLE, TWO HUBBELL OATS BY POSITION, 20A. CSB120GY S 1 PUSH-BUTTON ENCLOSURE, 2 -HOLES, TYPE 4/4X/12/13, 30 SMM. ALLENBRADLEY BOON-2HZ4C 6 3 RECEPTACLE, GET, DUPLEX, EPA, SU RFACE NO HELPED HUBBELL G FR5362SGGY Oj 1 WPIKSH OP SUPPED DED ELECTRIC UN IT H PATENT 3 -ELSE 2DBV, CHROMALOX 3 KW, I INTEGRAL TH ERMOSTAT. HVH 042334 -TL -0-00 PO 8 3 SQUARE STRAIGHT STEEL LIGHTING POLE, GALVANIZED, 20 FT. HOLOPHANE SSS2044C PZ ND HG g _3 POLE -YOU NTED LED FLOG D LIGHT HOLOPHANE PREDATOR FILLED 94K 10A AS 651 K HE TL 10 1 LI GHTI NG CO NTACTO R 120VAC COIF 3- POLES, MAG NETT CALLY ALLEN BRADLEY LATCHED, TYPE 12. SOOLC 30FAl 11 1 PHOTOCELL, HEAVY DUN, ADJUSTABLE SENSITIVITY, WEATHER INTERMATIC RESISTANT K4141C 12 1 2- POSITION SELECTOR SWITCH, ONAUTO ALLENBRADLEY 800T-N2A 13 1 3-0O1ITIONSELECIOR SWITCH, HAND -OFF -AUTO ALLENBRADLEY BOOT-TED, TELEMETRY BUILDING - (-,,,LIGHTING PLAN ' SITE PLAN REVIEW SUBMITTALI xon� I. TEEL P UMINARYONLY MP,EUSESP" IEwa'"°" E.nFDaFyzozo M'uFFay'c gmnn murraysmthW SOUTH HILLS 4TH LEVEL RESERVOIR x��umran ii��ia rw.nxi� LIGHTING PLAN E-6 DESEMED P' AW�RT J. TEEL LaJ IF FEW MR WES of.II TMMITOSGIEI .E<I{Eo NO. OATS BY REVISION PROIER HJ.: 19-E62' SOI£: AS SXOWN MIE: FE&WRaY N F SEISMIC CATHODIC VALVE PROTECRON MINI -POWER CONTROL RECTIFIER i CENTER El PANEL ^ PLC n PANEL r NEMA 12 WIREWAY 8"NR" E E f g EAST WALL ELEVATION SOUTH WALL ELEVATION y� SCALE: 3/6'=1' SCALE: 3/4'=1' d? 3€ RESERVED FOR CUSMSECIJR EENCWALLED SKURIiY ENCLOSURE 3 a RESERVED MR CUSTOMER -INSTALLED RESERVOIR RESERVOIR LIGHTIMG y' RADIO EQUIPMENT I CONTACTOR O oo\ E LY (D `EXTERIOR G LIGHTS Ly N n WEST WALL ELEVATION NORTH WALL ELEVATION 5 SCALE: 3/4"=l' SCAM 3/4'=1' o om i g SITE PLAN REVIEW SUBMITTAL xonCE J. TEEL o�DGA PRELIFBNRRY ONLY ....:.::�.:..:.:. ��..�.:.. �., 8 ° P GINI,�� °0X0fURf00.fX°10X SOUTH HILLS DRAWR ERem4W 2020 4TH LEVEL TELEMETRY BUILDING ELEVATIONS E_7 n'M mR wE '.IEEE M'urp mmhx murraysmth RESERVOIR yTMEND 5QIE� OILCREO " O' NO. DATE BY REVISION NROIK ., 1,- u SGT£: AS SHOWN I DATE: TEDIRI rTm. E OJ SEISMIC VALVE ARUATO0. SCHEMATIC VALVE VAULT NOTICE SIN PRELININRRY01 G J GTSIGHH) WIgfUSRA 6N. P. SWYW0.T eEPA8 wawx FRMuary 2020 IF SEN. BAR RX NET s J. TEEL M'urtayswifth DR ING TP,E'IX IES CHLcvRo - PROVIDETURNS NEMA 4X ENCLOSURE. REQUIREDFO SWITCH TRIP OPP MA FAN MONITORING PANEL NEW 4X 30MM O REN/GREEN PILOT LIGHTS MOON ON DOOR, SEE SCHEMATIC THIS SHEET. O INET LOCATION ROUGH SERWCE LED 1 EXHAUSTFAN R LST T VAP?6000LMPLCMD-MVOLT-GZ10-40K-90CRI. RELAY VENUS H300EXHAUST E 4 FAN, SEE MECHANIGL SHEETS RELAY CURRENT OS FOR DETAl15. MR SWITCH S O UNIT HEATER, SEE MECHANICAL SHEETS O3 RF MR DETAILS. Oq fi STOP/GO 6 O OWNER -SUPPLIED RES0.VOIR LEVEL INDIGT00. TRANSMITTER. DEC �Gi ' O HATCH ENTRY SWITCH (R). � AP EIAMICVALVE OB N� FAN MONITORING SCHEMATIC INA SIN HEALLR 2D � O ARE tl a L. SCHEMATIC VALVE VAULT NOTICE SIN PRELININRRY01 G J GTSIGHH) WIgfUSRA 6N. P. SWYW0.T POWER wawx FRMuary 2020 IF SEN. BAR RX NET s J. TEEL M'urtayswifth DR ING TP,E'IX IES CHLcvRo - PROVIDETURNS I TO/FROM RESER yIR PANEL SCHEDULE: PANEL L' 2 KEYED NOTES: 24VOC POWER SUPPLY O PANEL LP -2 INSTALLED INSIDE 36'%24'X0.' - PROVIDETURNS NEMA 4X ENCLOSURE. REQUIREDFO SWITCH TRIP OPP MA FAN MONITORING PANEL NEW 4X 30MM O REN/GREEN PILOT LIGHTS MOON ON DOOR, SEE SCHEMATIC THIS SHEET. O INET LOCATION ROUGH SERWCE LED 1 EXHAUSTFAN R LST VAP?6000LMPLCMD-MVOLT-GZ10-40K-90CRI. RELAY VENUS H300EXHAUST E 4 FAN, SEE MECHANIGL SHEETS RELAY CURRENT FOR DETAl15. MR SWITCH S O UNIT HEATER, SEE MECHANICAL SHEETS RF MR DETAILS. R STOP/GO 6 O OWNER -SUPPLIED RES0.VOIR LEVEL INDIGT00. TRANSMITTER. RFGH �Gi ' O HATCH ENTRY SWITCH (R). � AP EIAMICVALVE OB N� FAN MONITORING SCHEMATIC INA HEALLR 2D ARE Ep RE N "ALL EE gAlL fj-" 1. A IRE AP murraysmith� SITE PLAN REVIEW SUBMITTAL EHEET SOUTH HILLS SEISMIC VALVE VAULT PLAN 4TH LEVEL E-8 RESERVOIR PRI HJ.: 19-2621 EI AS SXOWN I NI FRI ELSE X Of X KEYED NOTES: 24VOC POWER SUPPLY O PANEL LP -2 INSTALLED INSIDE 36'%24'X0.' - PROVIDETURNS NEMA 4X ENCLOSURE. REQUIREDFO SWITCH TRIP OPP MA FAN MONITORING PANEL NEW 4X 30MM O REN/GREEN PILOT LIGHTS MOON ON DOOR, SEE SCHEMATIC THIS SHEET. O INET LOCATION ROUGH SERWCE LED 1 EXHAUSTFAN R LST VAP?6000LMPLCMD-MVOLT-GZ10-40K-90CRI. RELAY VENUS H300EXHAUST E 4 FAN, SEE MECHANIGL SHEETS RELAY CURRENT FOR DETAl15. MR SWITCH S O UNIT HEATER, SEE MECHANICAL SHEETS RF MR DETAILS. R STOP/GO 6 O OWNER -SUPPLIED RES0.VOIR LEVEL INDIGT00. TRANSMITTER. RFGH �Gi ' O HATCH ENTRY SWITCH (R). � OB GFCI RECEPTACLE. FAN MONITORING SCHEMATIC murraysmith� SITE PLAN REVIEW SUBMITTAL EHEET SOUTH HILLS SEISMIC VALVE VAULT PLAN 4TH LEVEL E-8 RESERVOIR PRI HJ.: 19-2621 EI AS SXOWN I NI FRI ELSE X Of X � m mmm o�lDI �0� IIIIIIIIIIIIIIIIIIIIIII� �iililulllulllblllbl� �� � ` i�� i wW � � � � m m 'II® I��������������IIIIIIIIII Innlnnll l�llllllllllllllllllllllll nn"!!IIIIIIIIIIIIIIIIIIRI"!IIIIIIIIIIIIIIILR.I""'Illlllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII �!"'�M+ mm m m i I� mm J J V � o 3 E-9 S OAI r U $ E-9 g 3 a PLC1 ENCLOSURE LAYOUT 0 E19 EQUIPMENT MATERIAL LIST: G N- e" SCALE: 3" =1'-0" 0 'L g b RE 5 SUSMEM IS oE. o IR IS 0 g a WWMMx Wr REWMK SITE PLAN REVIEW SUBMITTAL NOTIQ J. TEEL o GNED PRELIAQN�RY ONLY _ E u G $ 3 WMJEVM611NgUa1M murra Smith SOUTH HILLS PLC1 ENCLOSURE 8 LaJ JAEw�' JEW., 2020 4TH LEVEL E-9 IF 3X6 MR WE LAYOUT J. TEEL M"un FmnN y RESERVOIR g .X ,FMEURE I.c aE<KEo ^•• O NO. 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FU-IOF RJIDF ISI SPARE FU-1DI SPARE FU -10K SPARE FU -IDL SPARE SITE PLAN REVIEW SUBMITTAL +2CV: ENEf SW FAIL N -10G FUlOG FU1 GC� DCCOMI DCCOMI 9A-----------------tof s-1306 to E13 -130V MDLi-R +24V:RESERVOIR SIREM 11 E-11 X of X DCCOMI DCCOMI to E14-1401N-------- M-10H FU10H COM: SELSMIC VALVE lA ____ ___FU_IOH —.W E14-1406 +24N RESERVOIR LEVEL XMBt 'M ISI SPARE FU-1DI SPARE FU -10K SPARE FU -IDL SPARE SITE PLAN REVIEW SUBMITTAL NOTICE U '� 1 3. TEEL PREUMINARYONLY WO USFR4Ol Mm 3eNN4rr 2020 w0.rfRnn ur .. 144444, murraysm�th - SOUTH HILLS • 4TH LEVEL ,� RESERVOIR x��umran ii��i.nr w.nxi� PLCI ENCLOSURE CONTROL SCHEMATIC 11 E-11 X of X ° GNM 'M AMTE aLCHEo IOSQIE� NO. REVISION .ROIFn NO.'. sWE -SHOWN MIE; 10&W YMM +24VDC +24VDC POWER POWER DISTRIBUTION DISTRIBUTION SHOWN ON E-10 SHOWN ON E-10 F-FU1OF _ 1100 from E10 1120 m +29Vi fro6mWE1OL from &I COMPACT ' OC INPUT SLOTS CC INPUT SLOT AB AB 1769-1216 FU10C DCC Dmil 1769-1 16 COMPACTCOGI% COMPACI16GIX p 1101 L SLUT 2 NPUT 1121 L__ _ __ __ __ __ __ __ _1 16 -PT DISCRETE INPUT PLC1122 1103 POWER FAILURE 1122 PV10C-FUlOC--Y- y„p________________� 00 1.000 SEISMIC VALVE INTRUSION 1:2/00 R -LSH I. O1 1:3/01 1103 ON UPS 1123-�S----------------- Irvl SEISMIC VAULT FLOOD e #--- 01 r c 1104 LOW UPS BATTERY 1124 FUlOC I: 02 1 IN ry FUlOC r �r------------ SEISMIC VALVE CLOSED 'n - IM z I:vO2 m [: 03 I:v03 �i 1105 ETHERNET SWITCH FAILURE 1125 ------------ SEISMIC VALVE OPEN n #__� I..o--mo i IN 3 I:v03 ® SEISMIC 99 1106 INTRUSION SYSTEM ACTIVE 1126 VALVE CL}--o,",o--�----------- I 1[3/04 SEISMIC VALVE FAULT M ACNAT30. L 93 @ IN 4 1:W04 - 1:3/05 SEISMIC CONTROLLER FU10C FU1fIC 1: OS O 110] U 112J Q 43-� IN 1: POWER STATUS E L O6 1¢/06 SEISMIC CONTROLLER 1108 RESERVOIR MOTION 1128 ,{ X14-�-� e DETECT Y -r 99 95 IN 6 I:v06 MARY ON w L 0] 1:2/0] SEISMIC CONTROLLER RESERVOIR HATCH L ____________ � 1109 INTRUSION 1129 'i I � 9fii IN] 1[vU) BATTERY LAW DCCOMI rc 1110 1130 DC COM 1111 RESERVOIR UDDER INTRUSION 1131--{ 31-�} I' OB I:voe F UlOC y ------------ IN SEISMIC SENSOR ARMED :3/06 1112 RESERVOIR HIGH LEVEL 1132 VALVE I`� _�� I. 09 I.v09 SEISMIC SENSOR TRIPPED SEISMIC CONTROLLER 2 IN I:v09 vI: 10 I:v10 1113 RESERVOIR LOW LEVEL 1133 /11D SPARE IN :2/10 11 I:v11 g 1119 SPARE 1139 IN I1 SPARE :3/11 I: 13 1:3/13 1115 SPARE 1135 IN 12 SPARE W12 FUIOC D 13 13/13 a lllfi SPARE 1136 IN 13 SPARE 3 I:V13 e v1a 1tlJ SPARE 1137 IN 14 SPARE L v14 2 FUIOC I: 15 1:2/15 1118 SPARE 1138 IN IS SPARE 3 15 1119 1139 DCCOM3 OC COM o o m g SITE PLAN REVIEW SUBMITTAL xoTI� 3. TEFL _ DF96NED PRELIPaM�RYOMLH . �,• P 1 M MPEENR 2020 murra smith SOUTH HILLS PLC1 ENCLOSURE 3aNx9ry2ozo 4TH LEVEL E-12 TMS MRPOE DC INPUTS 3. TEFL MAUF �MRx Murraysmith g'Xrar TosrniE`� aE<veo ^•• O NO. DATE BY REVISION FROIER NJ.: 19-3621 SGT£: AS SXOWN MIE: FE&WRaY MM X of % DC INPUT SLOT 1 OC INPUT SLOT 1 � SLOT 1 _________________ 16 -PT DISCRETEI PLC1102 FUlOB FUlOB C0. -LOP 1:1 00 I:l/00 19 11 IN 0 UPS I:U00 FU10B FLUOR r ON.UPS LIT Ia/Ol ] 6 IN 1 1: Vol LOW BAT i 1: 02 1:1/03 IN 3 I: V02 FUIOF ErvETSW 1: 03 I:l/03 - SECU0.TY PANEL _-_ - IN 3 I:UO3 ____FU10B _____ i__-�� 1100 Ia/09 FUlOB IHT0.115I0N SYSTEM ACTVE IN 4 1: 1/04 LI INTRUSION ALARM Ia/OS ��=� J INS I:U05 I:1/O6 FU108 FU10B 0.-YAl _ _____Ji_�-- i ---- IN I: VO6 Ia/0] IN J I:l/0) FuIOB �II Dcconl I DC COM 1, 0.-2A2 � 1:106 Ia/O5 IN { I:U08 1:1/09 IN9 I: V09 0.-LSo- � I: 10 Ia/IO IN 10 I:UIO RESERVOIR Ia/II IN 11 1:112 Ia/l3 1x12 1: U12 1: 13 I:1/l3 IN 13 I:V13 1: 19 Ia/l4 IN 19 I:l/14 1:115 Ia/IS IN 15 ]:415 DCC0M1 DC COM .HVOC PoWERDIMIRUTON q" _____ SHOWN ON E-10 M 1200 ' 1220 PUIOD DCCOMI 1]691QL16 fmm E10 from El COMPACT =X 1201 L_ J AOT 3 1221 DC INPUT 3LOT 3 DC INPUT-- 3 16 -PT DISCRETE INPUT PW1202 FU10D1;3/00 1203 IN 0 SPARE 1222 1:3/00 J I:301 L3/01 1203 IN 1 SPARE 1223 ]:3/01 1204 1:3 02 [:3/03 SPARE 1224 N 2 1:3/02 FU10D 1:303 03 C 1206 1;3/IN 3 SPARE 1225 :3/03 1:3 04 I:N" 1206 IN 4 sPARE 1226 :3/04 15 1207 IN s SPARE 1227 1:3/Os FU10D 1:3 06 1:3/06 1208 IN fi SPARE 1228 1:3/06 1:307 1.3/071209 IN ] SPARE 1229 :3/0] 1210 DC WMM 1230 1:3 OB 1;3/09 a 1211 IN 9 SPARE 1231 LN08 1212 1:3 09 [:3/09 SPARE 1232 1:3/09 FU10D 1:3 10 I:3/30 1213 IN 10 SPARE 1233 1:3/10 1:3 11 1:3/11 g 1216 1N 11 SPARE 1234 3/11 1= I:3 12 112 1215 IN 12 SPARE 1235 ]:3/12 1:3 13 1:3/13 1216 1N 13 SPARE 1236 3 1:3/13 e G FU100 1:310 I:3/14 1217 IN 14 SPARE 1237 L :3/14 2 1:3 15 Y 1218 I:N ' IN 15 SPARE 1238 N 1:3/15 1219 SDC AMM 1239 o m g SITE PLAN REVIEW SUBMITTAL NOTIQ 3. lEEL 9ESI6NE0 PRELIAQNRRY ONLY _ ��• D 1 � .Pu.,202� murra smith SOUTH HILLS PLC1 ENCLOSURE 8 LaJ 3RRw�T 34NN4ry2ozo 4TH LEVEL E-13 , MMRPOE DC INPUTS J. 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GATE BY REVI6ION IROIER NJ.: 19-E62t SG I£: AS SX.N MIE: FE&W lMM X of % +24VDC SITE PLAN REVIEW SUBMITTAL POWER DISTRIBMON TEEL PRELIAQNRRY ONLY�� 36NN4ry 2020 Mun mfth SHO WN ON E30 1300 MMSLOrn0GIX 1)69 - AB 0616 PLCI ENCLOSURE DC OUTPUTS N10E 16 -PT 69m E30 13011 DC OUTPUT SLOTS T 9 DISCRETE OUTPUT PLC1301 NIDE L J VDC 303 RESERVOIR LIGHTING ON AMTE OUTO 1303 0:9/00 RESERVOIR SIREN ON OUT1 1304 0:9/01 SEISMIC VALVE OPEN COMMAND LD—OUT2 1305 0.4/02 SEISMIC VALVE CLOSE COMMAND OUT3 1306 0:4/03 SPARE OUT4 1307 0:4/09 SPARE OUTS 1308 0:9/05 SPARE 01.0 6 1309 0:4/06 SPARE OUT7 1310 0:4/07 SPARE OUTS 1311 0:4/08 SPARE OUT9 1312 0:9/09 SPARE OUT 10 1313 0:4/10 SPARE OUT Il 1314 0:4/1I SPARE OUT 12 1315 0:4/12 SPARE OUT 13 1316 0:9/13 SPARE OUT19 1317 0:4/14 SPARE OUT 15 1318 0:4/15 DCCOMI DC COP 1319 u +24VDC POWER DISTRIBUTION SHOWN ON E-30 Vr _ _ __ TO UGHTING O ___ CONTACTOR ORDtl - SHOWN ON E6 _ RDCCOII ��-p �FUIOG C" �LFo- 10G E30 IftOM1 E30 FIJRESERVOIRNEN POWER SHOWN ON E-30 — T 33 W SEISMIC VALVE ACNATOR 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335 1336 1337 1338 1339 SITE PLAN REVIEW SUBMITTAL NOTICE3. TEEL PRELIAQNRRY ONLY�� 36NN4ry 2020 Mun mfth murraysm�th SOUTH HILLS 4TH LEVEL ,� RESERVOIRTEND12aE<RED .... T PLCI ENCLOSURE DC OUTPUTS E-14 X of X AMTE NO. REVISION fROIER "J.: 19-E62L SGI£: ASSXOWN MTE: PE& RY MM 19MP�LOGIX 1919 00 CO SLOT 5 m B -CH ANALOG INR CURRENT) R 1901 PLC1401 1901 pCCOMl V IN 0+ ® 1420 VIN 4+ f om EIO COM: SMMIC VALVE 1402 1:500- SEGMI[ 1921 V/I IN O- VALVEPOLTIOX V/IIX4- I:5/00+ ^ 1903 1 3 1922 ❑9 g --I:5/09+ � TS -3M-3 I IN 0+ 1:5/00 TS -3 T531:5/D4 N 1904 23 221 OCCOM1 G❑ 1:5/04- ANLOCOM 1923 ITS -3 IWLGCOM L_ - ZIC _J IGT 111_ 1 ITS -3 L_________J 1905 V IN 1+ ® 1424 V IN 5+ V 1406 FU3011 V/I IN 1- 1425 V/I IN 5 y. fiom EEO 9 +29V:RESERFUIOXV0.07EL .-Ft w 1:5/0E+ MEMIR I:5/O5+ 1407 3 9 LEVE,. 1426 11 13 v TS -3 TS -3 I IN 1+ 1:5/01 TMXSMITTER TS -3 T53 I IN 5+ 1:5/05 i- 1408 L_ + LR _J G I:5/Ol- 192] G❑ 1:5/OS a 1 �TS-3 ANLGCOM ITS -3 IWLGCOM 111 14M VIN 2+ ® 1928 VIN(i+ 1410 V/I IN 2- 1429 V/I IH 6- 1911 ❑$ 6 I' 02+ SPARE 1430 l3 14 15/06+ SPME g TS -3 TS -3 I IN 2+ 1:5/02 TS -3 T53 I IN 6+ 06 w 1412 ❑G 1:5 02- 1431 G❑ 1:5/06- 0 Ij5.3 ANLOCOM ITS -3 IWLGCOM 3 1 111 1913 VIN 3+ ® 1932 V IN J+ L a1414 V/I IN 3- 1433 V/I IH J - j, c5/03+ c5/0]+ ]915 O 6 SPARE 1936 l5 16 SPME TS -3 T53 LIN 3+ 1:5/03 TS -3 T53 I IN ]+ 1:5/OJ 1416 1'5/03- 1435 G❑ 1:5/OJ- 111_--3 AHLGCOM 11T5-3 IWLGCOM o o' o 1917o n, ® 1936c. 0 i g 1418 nx. ® SITE PLAN REVIEW SUBMITTAL u xon� 3. TEFL PRELIAQNARY ONLY 0 ' OSIBN® J.�u., RS,M�X murra smith ` SOUTH HILLS PLCl ENCLOSURE 8 LaJ 3AR �' ]ANX4ryzozo 4TH LEVEL E-15 TMM MRooE ANALOG INPUTS ''TEFL Nlur �mNN )I A RESERVOIR 9 TMMIIOSGIEm OIE<XEo O NO. GATE BY REVISION IROIER NJ.: 19-2621 SGT£: AS SHOWN MIF: FE&WRaY MM X of X VSYSTEMC SEISMIC VALVE VAULT LEGEND: LEVEL INDICATING TRANSMITTER PIPING ----- SIGNAL WIRING RESERVOIR LOW LOW LEVEL FLOAT SWITCH MOTOR OPERATED RESERVOIR HIGH HIGH LEVEL FLOAT SWITCH CONTROL VALVE (� ISOLATION VALVE SCHEDULE: LIT LEVEL INDICATING TRANSMITTER LSH FLOOD SWITCH TSLL RESERVOIR LOW LOW LEVEL FLOAT SWITCH LSHH RESERVOIR HIGH HIGH LEVEL FLOAT SWITCH NOV MOTOR OPERATED VALVE MS MOTION DETECTION SWITCH YS INTRUSION SWITCH ZSC VALVE CLOSED SWITCH ZSO VALVE OPEN SWITCH ZA VALVE ACTUATOR ALARM ZT VALVE POSITION TRANSMITTER GENERAL NOTES: 1. SEE ELCTTUCAL SHEETS FOR SPECIFIC UO POINTS. 2. SEISMIC CONTROLLER SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS IN SECTION 25 32 11, SEISMIC PROTECTION SYSTEMS. SITE PLAN REVIEW SUBMITTALI xonQ J. TEEL P UMINARYONLY °0X0f0Rf°"m""P1°10X FeMVAry2020 M'uFn�nfth murraysm�th ` / - SOUTH HILLS ,1 4TH LEVEL RESERVOIR .,..�.,.... ��..... M...�. PROCESS AND INSTRUMENTATION DIAGRAM �..' I-1 'T m x 0F51H® 3. BRITT 'Xxor 4MTE Du,WX aE<v.Eo Tosrnit REVISION FROIER NO, 1,- u 5 As sXOWN HTE: FE& RY MM