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Home My WebLink AboutPlan, Tentative APPLICANT 12/10/2021SOUTH HILL45 3RD LEVEL RESERVOIR RE�PLACEMEN INDEX OF DRAWINGS 30% SUBMITTAL NOVEMBER 2021 GENERAL s�3wEt .�IC3.�t_ VOLUME 2 OF 2 1 G-1 COVER S AND LEGEND MAP/LOCATION MAP/INDEX OF DRAWINGS 5p e- 2 ' = R4 ' ' SITE P!—,'%N' 2 G-2 SYMBOLS AND LEGEND F 3 G-3 ABBREVIATIONS S i E-3 CABLE AND CONDUIT UI SCf EDUL T J_ m 0 M N N J J_ w m O .-i H .-i N O N O\1 6p N n� V O n M N M N s v v r i a� U a d vi d N G1 J "O M to 4 G-4 GENERAL NOTES E-`' GRO "`°DP'4 i'' PdIN EROSION AND SEDIMENT CONTROL G-5 GFZOUNurTNG D TA. Lu i. ESC -I E�ROSION'&_."l:i.*'3EN. N;C ES C.'?vT'lILJ ,`>4 r.. Cl 1'GHTIING.;''t..rf+'N 6 ESC_2 EiROSION! & SE JT'IENT COA ll ROL iS._.`- R', CIR C7 i E INSTRUMENTATION AND CONTROL E ;C E R 05 10N x SE0,;11EN,7 c 0 T c RC I ";ISC ETAIL 65 I-1 PROCESS AND INSTRUMENTATION DIAGRAM CIVIL 8 C-1 EXISTING CONDITIONS, SURVEY CONTROL, AND TREE REMOVAL PLAN 9 C-2 DEMOLITION PLAN 10 C-3 OVERALL SITE LAYOUT PLAN 11 C-4 SITE AND GRADING PLAN <` C -E ,'=CCESS aIDAE! i=':s:CT ?i PLAN ogle '-'izcll'.'LE 14 C-7 SITE PIPING AND DRAINAGE PLAN 16 C-9 RESERVOIR SECTIONS -1 CIVIL DE l -Al' -s- 2 1._ v .—. CIVIL DET .ii..�1 .". STRUCTURAL 24 S-1 GENERAL STRUCTURAL NOTES 26 S-2 RESERVOIR FOUNDATION PLAN, ELEVATION 27 S-3 RESERVOIR DETAILS MECHANICAL 30 M-1 RESERVOIR FLOOR PLAN AND ELEVATION -1 31 M-2 RESERVOIR FLOOR PLAN AND ELEVATION -2 32 1 33 _ 'titi _ k. R.,L rT$ z w�� 1F,�rVt1 37 iGQ _O i.`iiCVALVE' A TPLAN J. �1 1 I'dS m I I VICINITY o00MAP LOCATION OMAP YII �lQ, Cody 31t L V) M • N murraysmiuu Nu. 0 888 SW 5TH AVENUE, SUITE 1170 Know whafs below■ PORTLAND, OREGON 97204 0111 before you di a P 503.225.9010 Y 9• x 0 a 21-3237 mi C7 LONG SLEEVE CrID FLEXIBLE COUPLING C CAPPED END OR PLUGGED END X--1 FITTING PIPE SYMBOLS DESIGNATIONS PLANT SCHEMATIC DESIGNED DETAIL DESIGNATIONS GAS WELDED JOINT 4"G �{ FLANGED JOINT November 2021 DETAIL GROOVED END JOINT A rT� MECHANICAL JOINT NUMBER —� PUSH -ON JOINT (RUBBER GASKET) SANITARY SEWER FORCE MAIN 6"FM FLANGED COUPLING ADAPTER STORM DRAIN __0=3— DOUBLE BALL FLEXIBLE EXTENSION COUPLING CULVERT 2 FLEXIBLE COUPLING W/THRUST RING ABANDON PIPE ELBOW UP DRAINAGE DITCH - C - i-- ELBOW DOWN FENCE IS SHOWN * TEE UP IS SHOWN —I �-I— TEE DOWN SECTION LETTER TEMPORARY SILT FENCE LATERAL UP ®}� i -`Ji LATERAL DOWN DETAIL 2 --�I-- CONCENTRIC REDUCER 2 ECCENTRIC REDUCER UNION SHEET FROM WHICH BLIND FLANGE CAP LONG SLEEVE CrID FLEXIBLE COUPLING C CAPPED END OR PLUGGED END X--1 FITTING DATE BY * NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. REVISION NOTICE SECTION AND DETAIL DESIGNATIONS ELECTRICITY SECTION DESIGNATIONS DESIGNED DETAIL DESIGNATIONS GAS BAB 4"G 4"G SECTION LETTER November 2021 DETAIL L A DESIGNATION NOT MEASURE 1" THEN DRAWING IS TO SCALE NUMBER Murraysmith Murra smith w 'MumYSM M CHECKED SANITARY SEWER FORCE MAIN 6"FM 2 STORM DRAIN 8"SD 2 CULVERT 2 B ABANDON PIPE SHEET WHERE SECTION DRAINAGE DITCH - SHEET WHERE DETAIL - -...—...—...—...- FENCE IS SHOWN * IS SHOWN CHAIN LINK FENCE �0 0 0O O SECTION LETTER TEMPORARY SILT FENCE DETAIL SECTION A DESIGNATION DETAIL 2 NUMBER SCALE: 2 SCALE: 2 SHEET FROM WHICH SHEET FROM WHICH SECTION WAS TAKEN * DETAIL WAS TAKEN DATE BY * NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. REVISION NOTICE KAU PRELIMINARY ONLY ELECTRICITY 0 Y2 1 DESIGNED DO NOT USE FOR CONSTRUCTION GAS BAB 4"G 4"G TELEPHONE/TELEMETRY November 2021 DRAWN IF THIS BAR DOES CABLE TELEVISION CATV NOT MEASURE 1" THEN DRAWING IS TO SCALE BRF Murraysmith Murra smith w 'MumYSM M CHECKED TOPOGRAPHIC LEGEND EXISTING PROPOSED WATERLINE 10"W 12" DI W ELECTRICITY E E GAS �...-200—...i 4"G 4"G TELEPHONE/TELEMETRY o T T CABLE TELEVISION CATV CAN SANITARY SEWER LINE —8"SS— —8"SS SANITARY SEWER FORCE MAIN 6"FM —6"FM STORM DRAIN 8"SD —8"SD CULVERT ® B ABANDON PIPE -0- DRAINAGE DITCH - — — — - -...—...—...—...- FENCE �C X— CHAIN LINK FENCE �0 0 0O O ,,c� `3 TEMPORARY SILT FENCE rI n rE GUARDRAIL ROCK WALL TREE/BUSH LINE CENTERLINE EASEMENT/PROPERTY LINE RIGHT-OF-WAY EDGE OF PAVEMENT/AC EDGE OF GRAVEL CURB SIDEWALK STRUCTURE OR FACILITY CONTOUR MINOR CONTOUR MAJOR MANHOLE CLEAN-OUT CATCH BASIN/FIELD INLET THRUST BLOCK VALVE AIR INJECTION ASSEMBLY TEMPORARY BLOW -OFF ASSEMBLY AIR RELEASE ASSEMBLY FIRE HYDRANT ASSEMBLY WATER METER PULL BOX/JUNCTION BOX UTILITY POLE GUY WIRE LIGHT POST GEOTECHNICAL BORING OR TEST PIT SIGN BENCHMARK TREE DECIDUOUS TREE CONIFEROUS TREE TO BE REMOVED SURFACE ELEVATION murraysmilh S/W �/W �...-200—...i ,,,200---i o O 0 6 I® m Ak ® B -0- c- ,,c� `3 + 176.63 Gp4E(4i:FEA73.EE Et7'ECE'rf'. rEElAiEl X-1) + 176.63 SOUTH HILLS 3RD LEVEL RESERVOIR REPLACEMENT VALVE SYMBOLS PLAINT SCHEMATIC • t::::l —d I }-- BUTTERFLY VALVE �a— GATE VALVE ---{�— GLOBE VALVE BALL VALVE BALANCING VALVE DIAPHRAGM VALVE PLUG VALVE (TOP) PLUG VALVE (SIDE) W 3 -WAY PLUG VALVE SWING CHECK VALVE -' DOUBLE CHECK ASSEMBLY BALL SWING CHECK `—W I SILENT CHECK VALVE >F<11— PRESSURE REDUCING VALVE ALTITUDE CONTROL VALVE SOLENOID VALVE RELIEF VALVE V NEEDLE VALVE HOSE VALVE REDUCED PRESSURE BACKFLOW PREVENTER W/GATE VALVES HOSE BIBB MISCELLANEOUS PIPING SYMBOLS --+-- STRAINER — SIGHT GLASS PRESSURE GAUGE W/COCK PRESSURE SWITCH W/COCK ❑M METER SP SLIP ON JOINT PIPE RESTRAINED JOINT PIPE 30 SUBMITTAL SYMBOLS AND LEGEND PROJECT NO.: 21-3237 1 SCALE: AS SHOWN I DATE: November 2021 SHEET G-2 X Of X uu w I - In E rn 0 m N U7 w co m 0 0 N 0 N rn M C7 a 3 a ti LTi, iY O M N M N 0 a� r rn i cx v ui v ani J a M m L 0 0 a fu 0 m a d rn c Q In n M N M i (N Y V N O a`I X O a ti @ AT CONN CONNECTION FT FEET/ FOOT LP LOW POINT QTY QUANTITY UG UNDERGROUND AASHTO AMERICAN ASSOCIATION OF STATE CONST CONSTRUCTION FTG FOOTING LPT LOW PRESSURE UGP UNDERGROUND POWER HIGHWAY & TRANSPORTATION OFFICIALS CONT CONTINUOUS / CONTINUATION FUT FUTURE LRG LARGE RAD RADIUS UH UNIT HEATER AB ANCHOR BOLT CONTR CONTRACT (OR) FXTR FIXTURE LS LONG SLEEVE / LUMP SUM RC REINFORCED CONCRETE UN UNION ABAN (D) ABANDON (ED) COORD COORDINATE LT LEFT RCP REINFORCED CONCRETE PIPE LION UNLESS OTHERWISE NOTED ABS ACRYLONITRILE BUTADIENE STYRENE COP COPPER G GAS LVL LEVEL RD ROAD / ROOF DRAIN USGS UNITED STATES GEOLOGIC SURVEY ABV ABOVE CORP CORPORATION GA GAUGE LWL LOW WATERLINE RDCR REDUCER UV ULTRAVIOLET AC ASPHALTIC CONCRETE CORR CORRUGATED GAL GALLON REF REFERENCE UVT ULTRAVIOLET TRANSMITTANCE ACP ASPHALTIC CONCRETE PAVING CP CONTROL POINT GALV GALVANIZED MAN MANUAL REINF REINFORCE (D) (ING) (MENT) ADJ ADJUSTABLE CPLG COUPLING GC GROOVED COUPLING MATL MATERIAL REQ'D REQUIRED V VENT/VOLT ADJC ADJACENT CPVC CHLORINATED POLYVINYLCHLORIDE GFA GROOVED FLANGE ADAPTER MAX MAXIMUM RES RESERVOIR VAC VACUUM AFF ABOVE FINISHED FLOOR CR CRUSHED ROCK GI GALVANIZED IRON MCC MOTOR CONTROL CENTER RESTR RESTRAINED VB VACUUM BREAKER AFG ABOVE FINISHED GRADE CS COMBINED SEWER GIP GALVANIZED IRON PIPE MCP MASTER CONTROL PANEL RET RETAINING VBOX VALVE BOX AHR ANCHOR CSP CONCRETE SEWER PIPE GJ GRIP JOINT MECH MECHANICAL RFCA RESTRAINED FLANGE COUPLING ADAPTER VC VERTICAL CURVE AL ALUMINUM CT COURT GL GLASS MET METAL RND ROUND VERT VERTICAL ALT ALTERNATE CTR CENTER GLV GLOBE VALVE MFR MANUFACTURER RD ROUGH OPENING VFD VARIABLE FREQUENCY DRIVE AMP AMPERE CU CUBIC GND GROUND MGD MILLION GALLONS PER DAY ROW or R/W RIGHT OF WAY VOL VOLUME ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CULV CULVERT GPD GALLONS PER DAY MH MANHOLE RPBPD REDUCED PRESSURE BACKFLOW VCP VITRIFIED CLAY PIPE APPROX APPROXIMATE CV CONTROL VALVE GPH GALLONS PER HOUR MIN MINIMUM PREVENTION DEVICE VTR VENT THROUGH ROOF APPVD APPROVED CW CLOCKWISE / COLD WATER GPM GALLONS PER MINUTE MIPT MALE IRON PIPE THREAD RPM REVOLUTIONS PER MINUTE APWA AMERICAN PUBLIC WORKS ASSOCIATION CY CUBIC YARDS GPS GALLONS PER SECOND MISC MISCELLANEOUS RR RAILROAD W WATER ARCH ARCHITECTURAL CYL CYLINDER LOCK GR GRADE MJ MECHANICAL JOINT RST REINFORCING STEEL W/ WITH ARV AIR RELEASE VALVE GR LN GRADE LINE ML MILLILITER RT RIGHT W/O WITHOUT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS D DRAIN GRTG GRATING MON MONUMENT/ MONOLITHIC W/W WALL TO WALL ASSN ASSOCIATION DC DIRECT CURRENT GV GATE VALVE MOT MOTOR SALV SALVAGE WC WATER CLOSET ASSY ASSEMBLY DEFL DEFLECTION GRVL GRAVEL MP MILEPOST SAN SANITARY WD WOOD ASTM AMERICAN SOCIETY FOR TESTING DET(S) DI DETAIL(S) DUCTILE IRON GYP GYPSUM MSL MEAN SEA LEVEL SC SOLID CORE WF WIDE FLANGE & MATERIALS DIA DIAMETER MTD MOUNTED SCHED SCHEDULE WH WALL HYDRANT ATM ATMOSPHERE DIM DIMENSION HB HOSE BIBB SO STORM DRAIN WHTR WATER HEATER AUTO AUTOMATIC DIR DIRECTION HC HOLLOW CORE NA NOT APPLICABLE SOL SADDLE WI WROUGHT IRON AUX AUXILIARY DISP DISPENSOR HDPE HIGH DENSITY POLYETHYLENE NC NORMALLY CLOSED SDR STANDARD DIMENSION RATIO WL WATERLINE AVE AVENUE DIST DISTANCE HDR HEADER NF NEAR FACE SECT SECTION WM WATER METER AVG AVERAGE ON DOWN HOWE HARDWARE NIC NOT IN CONTRACT SHLDR SHOULDER WP WORKING POINT/ WATERPROOFING AWWA AMERICAN WATER WORKS ASSOCIATION DR DRIVE HGR HANGER NO / NO. NORMALLY OPEN / NUMBER SHT SHEET WS WATER SERVICE DS DOWNSPOUT HGT HEIGHT NOM NOMINAL SIM SIMILAR WSDOT WASHINGTON STATE DEPARTMENT B&S BELL& SPIGOT DWG DRAWING HH HANDHOLD NORM NORMAL SLP SLOPE OF TRANSPORTATION BC BOLT CIRCLE OWL DOWEL HM HOLLOW METAL NPW NON -POTABLE WATER SLV SLEEVE WT WEIGHT BD BOARD DWV DRAIN WASTE AND VENT HMAC HOT MIX ASPHALTIC CONCRETE NRS NON -RISING STEM SOLN SOLUTION WTP WATER TREATMENT PLANT BETW BETWEEN DWY DRIVEWAY HNDRL HAND RAIL NTS NOT TO SCALE SP SOIL PIPE / SEWER PIPE WTRT WATERTIGHT BF BOTH FACE HOA HAND -OFF -AUTO SPCL SPECIAL WWF WELDED WIRE FABRIC BFD BACKFLOW PREVENTION DEVICE EA EACH HOR HAND -OFF -REMOTE O TO O OUT TO OUT SPEC (S) SPECIFICATION (S) WWTF WASTEWATER TREATMENT FACILITY BFILL BACKFILL ECC ECCENTRIC HORIZ HORIZONTAL OC ON CENTER SPG SPACING WWTP WASTEWATER TREATMENT PLANT BFV BUTTERFLY VALVE EF EACH FACE HP HIGH PRESSURE / HORSEPOWER OD OUTSIDE DIAMETER SPL SPOOL BHP BRAKE HORSEPOWER EL ELEVATION HPG HIGH PRESSURE GAS ODOT OREGON DEPARTMENT OF TRANSPORTATION SPRT SUPPORT X SECT CROSS SECTION ELB ELBOW BKGD BACKGROUND ELEC ELECTRICAL HPT HIGH POINT OF OVERFLOW /OUTSIDE FACE SQ SQUARE XFMR TRANSFORMER BLDG BUILDING ENCL ENCLOSURE HR HOUR OPNG OPENING S Q FT S QUARE FOOT BLK BLOCK EDP EDGE OF PAVEMENT HSB HIGH STRENGTH BOLT OPP OPPOSITE SQIN SQUAREINCH YD YARD DRAIN/YARD BLVD BOULEVARD EPC ELASTOMERIC PIPE CONNECTOR HV HOSE VALVE ORIG ORIGINAL SQ YD SQUARE YARD YH YARD HYDRANT BM BENCHMARK / BEAM EPDM ETHYLENE PROPYLENE DIENE MONOMER HVAC HEATING, VENTILATION, AIR OVHD OVERHEAD SS SANITARY SEWER YR YEAR BMP BEST MANAGEMENT PRACTICE EQ EQUAL CONDITIONING SST STAINLESS STEEL BO BLOW -OFF EQ SP EQUALLY SPACED HWL HIGH WATER LINE P&ID PROCESS & INSTRUMENTATION DIAGRAM ST STREET ZN ZINC BOC BACK OF CURB EQUIP EQUIPMENT HWY HIGHWAY PC POINT OF CURVE STA STATION BS BOTH SIDES ESC EROSION & SEDIMENT CONTROL HYD HYDRANT PCC POINT OF COMPOUND CURVE STD STANDARD BSMT BASEMENT EW EACH WAY HYDR HYDRAULIC PCVC POINT OF CURVATURE ON VERTICAL CURVE STEP SEPTIC TANK EFFLUENT PUMPING BTF BOTTOM FACE EXC EXCAVATE PE PLAIN END STL STEEL BTU BRITISH THERMAL UNIT EXIST EXISTING I&C INSTRUMENTATION &CONTROL PERF PERFORATED STOR STORAGE BV BALL VALVE EXIST GR EXISTING GRADE IAW IN ACCORDANCE WITH PERM PERMANENT STR STRAIGHT.: BW BOTH WAYS/BOTTOM OF WALL EXP EXP BT EXPANSION EXPANSION BOLT ID INSIDE DIAMETER PERP PERPENDICULAR STRUCT STRUCTURE/STRUCTURAL EXPJT EXPANSION JOINT IE INVERT ELEVATION PG PRESSURE GAUGE SUB SPRINGFIELD UTILITY BOARD C CELSIUS EXT EXTERIOR IF INSIDE FACE PH PIPE HANGER SUBMG SUBMERGED C TO C CENTER TO CENTER IMFO INTEGRALLY MOLDED FLANGED OUTLET PI POINT OF INTERSECTION SUCT SUCTION CAB CABINET IMPVT IMPROVEMENT PIVC POINT OF INTERSECTION ON SV SOLENOID VALVE CARV COMBINATION AIR RELEASE VALVE F FAHRENHEIT INCC INCLUDE (D) (ING) VERTICAL CURVE S/W SIDEWALK CATV CABLE TELEVISION F TO F FACE TO FACE INFL INFLUENT PL PROPERTY LINE / PLATE SWD SIDEWATER DEPTH CB CATCH BASIN FAB FABRICATE INJ INJECTION PLAS PLASTIC SWGR SWITCH GEAR CCF CORROSION CONTROL FACILITY FB FLAT BAR INSTL INSTALLATION / INSTALL PLBG PLUMBING SYMM SYMMETRICAL CCP CONCRETE CYLINDER PIPE FCA FLANGED COUPLING ADAPTER INSUL INSULATION PNL PANEL SYS SYSTEM CCW COUNTER CLOCKWISE FCO FLOOR CLEANOUT INTER INTERCEPTOR POC POINT OF CURVATURE CFM CUBIC FEET PER MINUTE FD FLOOR DRAIN INTR INTERIOR POLY POLYETHYLENE T or TEL TELEPHONE CFS CUBIC FEET PER SECOND FDN FOUNDATION INV INVERT POT POINT OF TANGENCY T&B TOP & BOTTOM CHAN CHANNEL FEXT FIRE EXTINGUISHER IP IRON PIPE PP POWER POLE TAN TANGENCY CHEM CHEMICAL FF FAR FACE IPT IRON PIPE THREAD PRC POINT OF REVERSE CURVATURE TB THRUST BLOCK CHFR CHAMFER FGL FIBERGLASS IR IRON ROD PRCST PRECAST TBM TEMPORARY BENCHMARK CHKV CHECK VALVE FH FIRE HYDRANT IRRIG IRRIGATION PREP PREPARATION TC TOP OF CONCRETE / TOP OF CURB CI CAST IRON FIN FL FINISH FLOOR PRESS PRESSURE T TOTAL DYNAMIC HEAD CIP CAST IRON PIPE FIN GR FINISH GRADE ]T JOINT PRKG PARKING TEMP TEMPERATURE/TEMPORARY CIPC CAST IN PLACE CONCRETE FIPT FEMALE IRON PIPE THREAD JUNC JUNCTION PROP PROPERTY T&G TONGUE & GROOVE LISP CAST IRON SOIL PIPE FITG FL FITTING PRV PRESSURE REDUCING VALVE THK THICKNESS CJ CONSTRUCTION JOINT FLEX FLEXOIBLENE KPL KICK PLATE PS PUMP STATION THRD THREAD(ED) CL CENTER LINE FLG FLANGE KVA KILOVOLT AMPERE PSIG POUNDS PER SQUARE INCH GAGE THRU THROUGH CL2 CHLORINE LINE KW KILOWATT PSL PIPE SLEEVE TOB TOP OF BANK CLG CEILING FFLL LR FLOW KWY KEYWAY PSPT PIPE SUPPORT TP TEST PIT/TOP OF PAVEMENT/TURNING CLI CONTROL JOINT PT POINT/POINT OF TANGENCY POINT CLR CLEAR FM FO FORCE MAIN FIBER OPTIC L LENGTH PTVC POINT OF TANGENCY ON VERTICAL TRANS TRANSITION CLSM CONTROLLED LOW STRENGTH MATERIAL LAB LABORATORY CURVE TSP TRI -SODIUM PHOSPHATE CMP CORRUGATED METAL PIPE FOC FACE OF CONCRETE LAM LAMINATED PUE PUBLIC UTILITY EASEMENT TST TOP OF STEEL CMU CONCRETE MASONRY UNIT FOF FACE OF FINISH LAV LAVATORY PV PLUG VALVE CND CONDUIT FOM FACE OF MASONRY LB POUND TW TOP OF WALL/TEMPERED WATER CO CLEANOUT FOS FACE OF STUDS LF LINEAR FOOT PVC POLYVINYL CHLORIDE TYP TYPICAL COL COLUMN FPM FEET PER MINUTE LIN LINEAR P PWW PAVEMENT POTABLE WATER COMB CONC COMBINATION CONCRETE FPS FRP FEET PER SECOND FIBERGLASS REINFORCED PLASTIC LN LOC LANE LOCATION PWR POWER 30% S LONG LONGITUDINAL NOTICE KAUSHEET 0 1 PRELIMINARY ONLY DO NOT USE FORCONSIRUCTION November 2021 Murra smith Murraysmith rr mil, -.,1. " "" . 3 "�'; w - , fi[tEvliKlfnleif SOUTH HILLS 3RD LEVEL RESERVOIR REPLACEMENT ABBREVIATIONS G-3 DESIGNED BAB NOT MEASURE I" INOTM MEASURE I" THEN DRAWING IS DRAWN BCK CHECKED NOT TO SCALE www.murtaysmiUi.us A X of X NO. DATE BY REVISION PROJECT NO.: 21-3237 SCALE: AS SHOWN DATE: November 2021 GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY, COUNTY, STATE, AND UTILITY CONSTRUCTION PERMITS, AND SHALL CONTACT EACH PERMITTING AGENCY AT LEAST TWO (2) BUSINESS DAYS PRIOR TO STARTING WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. ANTICIPATED PERMITS ARE LISTED IN THE SPECIFICATIONS. 2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON A FIELD SURVEY AND INFORMATION SUPPLIED BY UTILITY COMPANIES. LOCATIONS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING/CONDUITS AND SHALL ADJUST NEW PIPING/CONDUITS AS REQUIRED. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY CONFLICTS NOT SHOWN ON THE PLANS AND SHALL KEEP EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE TO OWNER AND THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR POTHOLING. 4. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UTILITY RELOCATION COORDINATION OR DELAYS CAUSED BY UTILITY CONFLICTS. ALL COSTS RELATED TO UTILITY COORDINATION AND RELOCATION, INCLUDING ADDITIONAL POTHOLING, ARE TO BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICES OF THE BID. POTHOLE AS REQUIRED IN ADVANCE OF WORK TO ALLOW DESIGN REVISIONS AS MAY BE NECESSARY. 5. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE SPECIFIED OR SHOWN IN THE DRAWINGS. 6. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OF YEAR) PER THE REQUIREMENTS OF THE CITY OF SPRINGFIELD, LANE COUNTY, AND THE OREGON DEQ. 7. SURVEY ELEVATION NOTE: TOPOGRAPHIC MAP WAS COMPILED USING DATA FURNISHED BY BRANCH ENGINEERING. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD' '88). ELEVATIONS IDENTIFIED IN HISTORICAL SUB SYSTEM MAPPING ARE BASED UPON THE NATIONAL GEODETIC VERICAL DATUM OF 1929 (NGVD '29). TO CONVERT OLDER NGVD '29 DATA TO NAVD '88 DATA FOR REFERENCE TO THIS PROJECT, 3.5 FEET SHOULD BE ADDED. 8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS, PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS, APPLICABLE STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA), AND SPRINGFIELD UTILITY BOARD CONSTRUCTION STANDARDS. 9. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE. CONTRACTOR TO KEEP ACCURATE "AS -BUILT" RECORD COPY OF PLANS. "AS -BUILT" PLANS TO BE RETURNED TO OWNER AT COMPLETION OF PROJECT. 10. CONTRACTOR MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE OF WORK IN AND/OR CROSSING OF DRIVEWAYS. 11. CONTRACTOR SHALL COORDINATE WITH OWNER A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION, AND SHALL NOTIFY OWNER 48 HOURS BEFORE STARTING CONSTRUCTION, AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS. CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING, REQUIRED INSPECTION, OR REQUESTED WATER SERVICE DISRUPTION. CONTRACTOR SHALL NOT DISRUPT SERVICE WITHOUT OWNER'S APPROVAL. 12. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENT NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE OWNER. ANY ALTERATIONS OR VARIANCE FROM THESE PLANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE OWNER. ANY PROPOSED CHANGES IN CONSTRUCTION PLANS MUST BE SUBMITTED IN WRITING AND APPROVED BY OWNER PRIOR TO COMMENCING WORK. 13. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE, WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR. 14. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIPMENT IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS, EXCEPT THOSE ITEMS DESIGNATED BY THE OWNER FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED. 15. ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, PIPING, AND UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY CONTRACTOR TO EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. 16. CONSTRUCTION SHALL BE CONFINED TO THE RESERVOIR SITE AND THE GRAVEL DRIVEWAY AS SHOWN ON THE PLANS. WORK SHALL NOT ENCROACH BEYOND THE CONSTRUCTION LIMITS WITHOUT APPROVAL. INO.1 DATE I BY REVISION NOTICE KAU DESIGNED 0 Y, 1 BAB DRAWN IF THIS BAR DOES NOT MEASURE 1' BRF THEN DRAWING IS CHECKED NOT TO SCALE PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION 17. ALL WATER PIPING JOINTS INSTALLED IN THESE PLANS SHALL BE RESTRAINED. FOR MECHANICAL JOINTS, CONTRACTOR SHALL PROVIDE EBAA MEGALUG SERIES 1100 FOR DUCTILE IRON OR APPROVED EQUAL RESTRAINED JOINT. ALL PUSH -ON JOINTS SHALL BE RESTRAINED WITH FIELD-LOK GASKETS OR APPROVED EQUAL. 18. PRIOR TO ANY TIE-INS TO THE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFF ASSEMBLIES FOR PRESSURE TESTING AND CHLORINATION. TESTING AND DISINFECTION SHALL BE COMPLETED IN ACCORDANCE WITH AWWA C-600 FOR PRESSURE TESTING AND AWWA C-651 FOR DISINFECTION. ALL NEW WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED BEFORE CONNECTION TO THE EXISTING SYSTEM AND BEFORE ANY SERVICE CONNECTIONS ARE MADE. BLOW OFF PRESSURE AND DECHLORINATE AT END OF TEST. PROVIDE 1" TEMPORARY TAPS FOR CHLORINE INJECTION AS REQUIRED. PLUG TEMPORARY TAPS WITH CC BRASS PLUG UPON ACCEPTANCE OF NEW WATERLINE. 19. ALL OPERATION OF EXISTING VALVES SHALL BE BY THE OWNER. 20. WORK HOUR LIMITATIONS: ALL WORK SHALL BE CONDUCTED ON WEEKDAYS BETWEEN THE HOURS OF 7:30 A.M. TO 5:30 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. IF THE WORK REQUIRES SHUTDOWN OF THE EXISTING WATER SYSTEM, SHUTDOWN SHALL BE LIMITED TO WEEKDAYS BETWEEN THE HOURS OF 9 A.M. AND 3 P.M, AND SHALL BE SHOWN IN THE PROJECT CONSTRUCTION SCHEDULE. 21. TRENCH BACKFILL AND SURFACE RESTORATION SHALL BE AS SHOWN IN TYPICAL TRENCH SECTIONS AND SPECIFICATIONS. 22. PIPE DEFLECTION IS LIMITED TO ONE-HALF OF THE MANUFACTURER'S MAXIMUM ALLOWABLE DEFLECTION. 23. COMPACTION TESTS AND OTHER REQUIRED SPECIAL INSPECTIONS AS REQUIRED BY THESE PLANS AND SPECIFICATIONS SHALL BE PERFORMED BY AN INDEPENDENT THIRD PARTY PROVIDED BY THE OWNER. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER AT 503-232-1987. November 2021 ur1 Murraysmith ..Mu.ysmith.us - SOUTH HILLS 3RD LEVEL RESERVOIR REPLACEMENT 30% SUBMITTAL GENERAL NOTES PROJECT NO.: 21-3237 1 SCALE: AS SHOWN I DATE: November 2021 SHEET G-4 Lt4wl LEGEND EXIST TREE TO BE REMOVED I ;,_� \ \ .... . 0 � . ..... �. I � � \ , I - 11�. I I .. ...... . TEST PIT/BOREHOLE 0 .'. ," \ I "_ I .1 ..... ;�� / I I \ \ _.�. I , , I 11..,_-. / I .., I �, � , , ,>, / \ ......'....... � .... , I , I " SURVEY CONTROL PT (SEE 2011 /I .. �N.'. , I ,�, �, ,�, 1 ..'' "'. , - �, ,;;/ I/ , / / I I ..... , "FACILITY LAYOUT POINTS" TABLE) .::. ,I __ I / I .1 - ,�(_ 1 �'6'.�, .:::.�� I ,%.... ,�� I 1 I 11 I I / \ , , � 11 \ _..� �11 - 11 � , I � 1�li .., � �y :. 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DATE BY REVISION 30% SUBMITTAL SOUTH HILLS 11 I 3RD LEVEL SITE GRADING PLAN RESERVOIR SPRRINGFIV-1190 irrFI.svV BoAft" REPLACEMENT PROJECT NO.: 21-3237 1 SCALE: AS SHOWN' DATE: November 2021 SHEET C-4 X of X =_- Connect o existing . �nnect to existing SHEET NOTES: - ----- mater line for interim _ S®St ---- - � f 1 ALL WATER AND RESERVOIR -- - -- - - - - -- --- reservoir Inlet \ _ /Outlet - e�ryp r r n ft } OVERFLOW/DRAIN PIPING SHALL BE CLASS 51 yam\ r z------ --- -- - --- - E--- _ _ _ - - -- \ �, f0 I F - DUCTILE IRON, RESTRAINED JOINT, UNLESS ever - - ----- —A - -- - -- - - -- - -- - —Lentil Reservoir deo. 3 is - -- I _ _ - - - - reser ®�!r Site � I - - OTHERWISE NOTED. �! •- e_— Completed - tormwater, drain �. 2. SITE PIPING LAYOUTS DEPICTED ON THIS - - - - _and OVerfIOVV SHEET ARE GENERAL. REFER TO MECHANICAL „I .• --- --- -- - -- _ - -__ SHEETS FOR DETAILED INFORMATION , .--- iz"Di W. -------—=----- -- —- . IN I - _ -= - - `- - 3. PROVIDE POLYETHYLENE ENCASEMENT AND _ _ 1 r _ 23/8" PEA GRAVEL - - ING AND PIPE _77- OF PIPE 16"PV s' - • � .• .. - � , - D � + BLOCKS THROUGH FBACKFILL FROM SEDXDIEBLE EXPANS EXPANSION . v Connect to existing 16®B - _ _ JOINTS. n' •_ - -permanentI - water I f0 4 ALL PIPING INSTALLED WITHIN EL llVat line r ., 7_1 - - SEISMIC VALVE VAULT, .. - -�� - - SURFACED AREAS RE GRAY / H 16 DI W reSE'CVOIr inlet/Outlet I .. QUIRES IMPORTED \• ;. , . SEE S T X after Reservoir No. 3 is �• ,; •; •: _ GRANULAR TRENCH BACKFILL. ' ' � �\ .:..' :...• - . � � _, _ -; .--��;'-J''- - - .. .. .. GQ • .. - -- _ • , . '. .. � �.,�.• IJ,I� � - - 1I GRA ULA C C VERIFY S. CONTRACTOR SHALL POTHOLE AND VE ... • ,, .:. •. - •.. - : '• • �y � I � � � LOCATION SIZES AND DEPTHS OF EXISTING FY • ' - - • "' � '. •. • •...- - • - • : - � - \� � � UTILITIES. NOTI ENGINEER OF POTENTIAL • : �Q� - • completed ��. w `: • .•. a. d-• (Q a. 'd'• I'.i� I�I I CONFLICTS 72 HOURS IN ADVANCE OF UTILITY - ... • . , .. INSTALLATION TO ALLOWFOR CHANGES IN �� :. '�'.� s. a `: _ d• :,ri�� l i ALIGNMENT OR GRADE. � - - � �� \\ �� - ,. .. •' - • , • '.ice � `�� "�`\ It i i / \ MH -.1 f \ { 161" INLET/OUTLET 16" INLET/OUTLET \ DRAIN - 8" DRAIN 12' OF 1, - I 11 I Ili _ 121, OF I ..: 4 I Q.58 M 47.56 MG ', I• ' i 3RD LEVEL RES ISO, 2 I i 3RD LEVEL RES NO, I a,. :`, I- v� I : ; I j L: I � J v i iv Uj \ Ilk 6" PERF FDN \\\.,. .... •• .: MH -1 N, ROUTE • _ OR H T T V� � i \ - • SC�0r 30% SUBMITTAL INO.1 DATE I BY REVISION NOTICE KAU PRELIMINARY ONLY 0 % 1 DESIGNED DO NOT USE FOR C0R5rRL•tM0N BAB WRMEFM� November 2021. DRAWN IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE BRF Murrarnllth www.mwrav�^isms:. CHECKED SHEET SOUTH HILLS 3RD LEVEL SITE PIPING AND DRAINAGE PLAN C_7 k "K R, RESERVOIR REPLACEMENT PROJECT NO.: 21-3237 1 SCALE: AS SHOWN I DATE: November 2021 X Of X 1010 1000 M 07- o 970 M- f 950 MR 1010 1000 a •:# 970 950 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 SECTION A SCALE: C-3 0.58 MG RES NO. 3 67' INSIDE DIA A EXIST RES NO. 1 98' INSIDE DIA EXIST RES I OF = 983.7, 0.58 MG RES NO. 2 67' INSIDE DIA PROP OF = 983.75 EXIST RES NO. 1 0.58 MG i 0.58 MG RES NO. 2 98' INSIDE DIA 2% RES NO. 3 PROP FLR = 961.50 _ -' --- '---`_ 2% EXIST RES NO, 1 _ __--------------- --__- -------2% 67' INSIDE DIA 201b FIN GR 1.5 MG \;.. 67' INSIDE DIA EXIST RES NO. 1 PROP OF = 983.75 I OF = 983.75 - - - 19.6' PROP FLR = 961.50___ 36.6' - _ -- ____ -__ 20 --------- - ------- 2% —� ---- 20/ 2% — - ' /��\-r / -EXIST RES NO, 1 FIN GR V� �/ /`, `,j`j /�,' VAS `/�/A/ \ `��\/�A/ �. �A i %A, �.� �� 1 - - �- - - ----- — -__ __ _"--' -- 1 - - - ----- -- - - - FL = 956.75 R 1: RES 2 FON APPROX RES 1 FDN APPROX ZONE OF INFLUENCE ZONE OF INFLUENCE 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 SECTION A SCALE: C-3 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 SECTIO B SCALE: 171.5- C-3 NOTICE KAU PRELIMINARY ONLY 0 Y, I DESIGNED DO NOT USE FOR CONSTRUCTION 1000 1000 990 990 970 970 960 960 950 950 940 940 BAB DRAWN November 2021 ►. mays ith IF THIS BAR DOES NOT MEASURE 1" BRF Murra Sflllth THEN DRAWING IS CHECKED Murray smith TO SCALE www.mumaysmith.us NO. DATE BY REVISION SHEET NOTES: 1. THE SECTIONS SHOWN ON THIS SHEET ARE TYPICAL AND SHALL 1010 GENERALLY APPLY TO THE RESERVOIR STRUCTURE/SITE AS A WHOLE. 2. CONTRACTOR SHALL POTHOLE AND 1000 VERIFY LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES. NOTIFY ENGINEER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF UTILITY INSTALLATION TO ALLOW FOR CHANGES 990 IN ALIGNMENT OR GRADE. Gii7 970 r7 L rj' 0.58 MG RES NO. 3 67' INSIDE DIA A EXIST RES NO. 1 98' INSIDE DIA EXIST RES I OF = 983.7, 0.58 MG RES NO. 2 67' INSIDE DIA PROP OF = 983.75 i 2% - i'j \ii PROP FLR = 961.50 _ -' --- '---`_ 2% EXIST RES NO, 1 _ __--------------- --__- -------2% 201b FIN GR \;.. 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 SECTIO B SCALE: 171.5- C-3 NOTICE KAU PRELIMINARY ONLY 0 Y, I DESIGNED DO NOT USE FOR CONSTRUCTION 1000 1000 990 990 970 970 960 960 950 950 940 940 BAB DRAWN November 2021 ►. mays ith IF THIS BAR DOES NOT MEASURE 1" BRF Murra Sflllth THEN DRAWING IS CHECKED Murray smith TO SCALE www.mumaysmith.us NO. DATE BY REVISION SHEET NOTES: 1. THE SECTIONS SHOWN ON THIS SHEET ARE TYPICAL AND SHALL 1010 GENERALLY APPLY TO THE RESERVOIR STRUCTURE/SITE AS A WHOLE. 2. CONTRACTOR SHALL POTHOLE AND 1000 VERIFY LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES. NOTIFY ENGINEER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF UTILITY INSTALLATION TO ALLOW FOR CHANGES 990 IN ALIGNMENT OR GRADE. Gii7 970 r7 L rj' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1010 970 ME 950 .,E SECTION C3 30% SUBMITTAL SHEET _ : r SOUTH HILLS `' � 3RD LEVEL RESERVOIR SECTIONS - 1 C_9 ' RESERVOIR h , 41•�`�ATt lkti. �.h[:Y�i.TrW'Y REiAYIi REPLACEMENT PROJECT NO.: 21-3237 1 SCALE: AS SHOWN I DATE: November 2021 X Of X 0.58 MG RES NO. 3 67' INSIDE DIA A EXIST RES NO. 1 98' INSIDE DIA EXIST RES I OF = 983.7, i 2% - i'j \ii 2% EXIST RES NO, 1 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1010 970 ME 950 .,E SECTION C3 30% SUBMITTAL SHEET _ : r SOUTH HILLS `' � 3RD LEVEL RESERVOIR SECTIONS - 1 C_9 ' RESERVOIR h , 41•�`�ATt lkti. �.h[:Y�i.TrW'Y REiAYIi REPLACEMENT PROJECT NO.: 21-3237 1 SCALE: AS SHOWN I DATE: November 2021 X Of X STRUCTURAL SHEETS: S-1 GENERAL STRUCTURAL NOTES S-2 RESERVOIR FOUNDATION PLAN, ELEVATION S-3 RESERVOIR DETAILS GENERAL STRUCTURAL NOTES: 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC). ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM STANDARDS CONTAINED IN THE IBC. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE CONSTRUCTION SET, COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER SHALL BE NOTIFIED IF CONFLICTS EXIST. 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 8. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE OUTSIDE THE STRUCTURAL SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. REFER TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS. DESIGN LOADS: PER 2018 IBC & 2019 OSSC 1603.1.2 - ROOF LOADS DEADLOAD.................................................................... 16 PSF LIVE LOAD ....... .................................................... I........ SEE SNOW LOADS 1603.1.3 - SNOW LOADS: GROUND SNOW LOAD, Pg ................................................... 25.4 PSF FLAT -ROOF SNOW LOAD, Pf........................... ....... ____ 25 PSF, UNBALANCED SNOW LOAD (CONTROLS) .......................... 30.5 PSF SNOW EXPOSURE FACTOR, Ce ........................................... 1.0 SNOW LOAD IMPORTANCE FACTOR, Is 1.2, CATEGORY IV THERMAL FACTOR, Ct.............................. I ...... I ........ ..... 1.1 1603.1.4 - WIND DESIGN CRITERIA: ULTIMATE DESIGN WIND SPEED, Vult ...... ................. 110 MPH RISK CATEGORY............................................................ IV WIND EXPOSURE............................................................ EXPOSURE C 1603.1.5 - EARTHQUAKE DESIGN CRITERIA: RISK CATEGORY............................................................ SEISMIC IMPORTANCE FACTOR, IE ................................... SPECTRAL ACCELERATION, S, ...... ........... ........ ........... ...... SPECTRAL ACCELERATION, S . ........................................... SITECLASS.................................................................... SPECTRAL RESPONSE COEFFICIENT, SDs .......................... SPECTRAL RESPONSE COEFFICIENT, SD1 .......................... SEISMIC DESIGN CATEGORY ........................................... 9400 SW Barnes Rd., Portland,Suite 100 P 5 E PS 3Project 1/3 2104-0001 PEiEN SiRUCTUAAI [N6g1EERS Date: 11/19/2021 DATE REVISION IV 1.50 0.630 g 0.360 g D (DEAFULT) 0.542 g 0.470 g CATEGORY D NOTICE 0 1✓z 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE KTK DESIGNED Lrry RAH CONCRETE: 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI -301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". MIX PROPORTIONS SHALL BE PER ACI -301, METHOD 2 OR THE ALTERNATE PROCEDURE. SUBMIT MIX DESIGN FOR REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 2. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: TYPE Vc SLUMP w/c AIR FOOTINGS 4,500 psi 1-4" 0.45 6% 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (t) 1.5% AIR ENTRAINMENT BY VOLUME. AIR ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI -306. HOT WEATHER PLACEMENT SHALL CONFORM TO ACI -305. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER -VIBRATE. PLACE CONCRETE MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE DRYING. 5. CHAMFER ALL EXTERIOR CORNERS 1/2" UNLESS SHOWN OTHERWISE. 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH ASTM494, USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 7. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN CONFORMANCE WITH ASTM C33 AND USE CRUSHED (NOT ROUND) GRAVEL OR STONE. COARSE AGGREGATES SHALL NOT EXCEED 3/4". WATER SHALL BE CLEAN AND POTABLE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL SP -66. BENDING OF REINFORCING STEEL IN THE FIELD IS NOT PERMITTED WITHOUT APPROVAL BY EOR. REBENDING OR STRAIGHTENING OF REINFORCING OR BENDING OF REINFORCING STEEL CAST INTO CONCRETE IS NOT ALLOWED. A500, GRADE C 50 ksi 9. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS, 2" FOR #6 AND LARGER BARS AND 3" WHEN POURED AGAINST EARTH. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. ksi HSS (RECTANGULAR) ASTM A500, GRADE C 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY LOCATION. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2'-0" AT CORNERS AND WALL/FOOTING INTERSECTIONS WITH MIN. EMBEDMENT BEYOND INTERFACE PER DEVELOPMENT LENGTH SPECIFIED IN ACI 318. 11. FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347 "GUIDE TO FORMWORK FOR CONCRETE". FORMS SHALL BE DESIGNED BY THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28 -DAY STRENGTH. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, AND SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE DRAWINGS. PRELIMINARY ONLII DO NOT USE FOR CONSTRUCTION NOVEMBER 2021 CHECKED I Murraysmith www.murmysmiMus STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE PLANS: SHAPE ASTM DESIGNATION YIELD STRESS (Fy) PLATES & BARS ASTM A36 36 ksi PIPES ASTM A53, GRADE B 35 ksi HSS (RECTANGULAR) ASTM A500, GRADE C 50 ksi HSS (ROUND) ASTM A500, GRADE C 46 ksi W -SECTIONS ASTM A992 50 ksi CHANNELS & ANGLES ASTM A36 36 ksi 2. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES. 3. WELD SIZES SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES AND SHALL BE INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS BETWEEN COMPONENTS. 4. ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED OR HOT -DIP GALVANIZED, UNLESS NOTED OTHERWISE. 5. ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM F3125 GRADE A325, UNLESS NOTED OTHERWISE. HOOKED, HEADED, THREADED, AND NUTTED ANCHOR RODS SHALL BE ASTM F1554 (Fy = 36 ksi), UNLESS NOTED OTHERWISE. 6. CONTACT BETWEEN DISSIMILAR METALS SHALL BE ISOLATED USING PHENOLIC OR OTHERWISE APPROVED ISOLATION HARDWARE J'i 13tR16 'fi?1_if iWit Ir" MIAMI SOUTH HILLS 3RD LEVEL RESERVOIR REPLACEMENT PROJECT NO.: 30% SUBMITTAL GENERAL STRUCTUAL NOTES 21-3237 1 SCALE: AS SHOWN 1 DATE: SHEET S-1 NOVEMBER 2021 X Of X C 9400 SW Barnes Rd., Suite 100 Port and, Oregon 925 50) PSE (SEE3I Project 35 2104-72 104 0001 PEIERSOR Si1UCNRAL EIRRIIEERS Date: 11/19/2021 DATE ONNOMEN REVISION FOUNDATION PLAN , 3/161, = V—O" NOTICE KTK 3RD LEVEL PRELIMINARY ONLY 0 � 1 DESIGNED DO NOT USE FOR CONSTRUCRON � KTK NOVEMBER DRAWN 2021 IF THIS BAR DOES NOT MEASURE 1" RAFT Murraysmith THEN DRAWING ISCHECKED NOT TO SCALE www.mmraysm .us _D STL RES, 67'0 I�—tet 2'-6" S-3 ELEVATION 2 3/16" = V-0" -r. SOUTH HILLS 3RD LEVEL RESERVOIR REPLACEMENT 30% SUBMITTAL RESERVOIR FOUNDATION PLAN & ELEVATION PROJECT NO.: 21-3237' SCALE: AS SHOWN' DATE: NOVEMBER 2021 SHEET S-2 2 of X GROUT PAD BETWEEN FLOOR PLATE AND FOOTING MATCH TO FLOOR SLOPE (2) #5 CONTINUOUS EACH FACE, EVENLY SPACED tY4"0 F1554 GR 36 ANCHOR W/ DOUBLE 1 -0 NUTS CAPTURING A 3"0 WASHER ON IY4"O F1554 GR 36 ANCHOR W/ EMBEDDED END, EMBED 2'-0" �r1,11111111 � EMBEDDED END, EMBED 2'-0" NUTS CAPTURINA YO ONUBLE tY4" GROUT PAD -4" CHAMFER 1 2" CLR P4 nem �IN ss d4 9 e 4 a d a d' 3" CLR 7� 9 ' Q (TMP) T 2" CLR (TMP) 2'-6"— T4" FLOOR PLATE GROUT PAD PER DETAIL 1, THI SHEET MATCH TO - FLOOR SLOPE FOOTING SECTION R�56" 2" 9400 SW Barnes Rd., PSE Suite 100 Portland, Oregon 97225 (503) 292-1635 PSE Project /: 2104-0001 PETER�R STRUCTURAL EI�IEERS Date: 11/19/2021 MAX 6" 3'-0" 2'-6" #4 HOOPS 0 1'-0" O.C. (4) #5 CONTINUOUS T&B 1Y4"0 F1554 GR 36 ANCHOR 1' L0.25" 14" 13" 1.25" °t " PRELIMINARY ONLYSHEET DO NOT USE FOR CONSTRUMON NOVEMBER 2021"�'E' Murraysmith www-murraysm!W.us SOUTH HILLS _ "4 3RD LEVEL " RESERVOIR xtta:,ssrerxt.na�rn ta•a xnaire REPLACEMENT a C _ J 3 Of X DESIGNED KTK IP THIS BAR DOES NOT MEASUREI THEN DRAWING S NOT TO SCALE DRAWN RAH d_ PRO]ECi NO.: 21-3237 SCALE: AS SHOWN DATE: NOVEMBER 2021 d d a a A 4 9400 SW Barnes Rd., PSE Suite 100 Portland, Oregon 97225 (503) 292-1635 PSE Project /: 2104-0001 PETER�R STRUCTURAL EI�IEERS Date: 11/19/2021 MAX 6" 3'-0" 2'-6" #4 HOOPS 0 1'-0" O.C. (4) #5 CONTINUOUS T&B 1Y4"0 F1554 GR 36 ANCHOR 1' L0.25" 14" 13" 1.25" °t " PRELIMINARY ONLYSHEET DO NOT USE FOR CONSTRUMON NOVEMBER 2021"�'E' Murraysmith www-murraysm!W.us SOUTH HILLS _ "4 3RD LEVEL " RESERVOIR xtta:,ssrerxt.na�rn ta•a xnaire REPLACEMENT a C _ J 3 Of X DESIGNED KTK IP THIS BAR DOES NOT MEASUREI THEN DRAWING S NOT TO SCALE DRAWN RAH d_ PRO]ECi NO.: 21-3237 SCALE: AS SHOWN DATE: NOVEMBER 2021 a 4 FOOTING PER OFT 1, THIS SHEET 5" 3 1/2" SHELL PLATE f046" AT BASE FLOOR PLATE 'V4" 2" CLR (2) F CS EACH OE,EVENLY USPACED �\ 9 9 a a2 -0"6 d tat_ 9. a 3" CLR a SUBGRADE PREPARATION PER CIVIL SHEETS DOUBLE NUT 1L' %4" WASHER PLATE TOP PLATE OFT 1, THSADSHEETPER ✓ij I I I Yil R9,(6„ 9 Q 4 a as < d a e. FOOTING PER DET 3'•0 WASHER 1, THIS SHEET ANCHOR CHAIR 114 a.. 4 1 FOOTING DETAIL 2 X 2Y2" SLOTTED HOLE TOP PLATE DETAIL 1 3/4" 19i6 0 1 3/4"1 !r WASHER DETAIL ANCHOR CHAIR PER DET 3, THIS SHEET �- 1 1/4" GROUT PAD 2-1 #5 I HOOP ® 1'-0" N (4) #5 CONTINUOUS T&B PER DET 1, THIS SHEET 0 It'3/e" TYP ® SPLICES 1/4" STUB "6", EXTEND 2" PAST SHELL TOP, RUN FLUSH WITH ROOF. SEAL WELD TOP AND BOTTOM AS NOTED 16 L3X3XY4" 1' 1 "XY4" CONT. DRIP EDGE SHELL `tJ4" AT TOP DOME ROOF EDGE CONNECTION NOTES: 1. FIELD WELDING ORDER 1.1. COMPRESSION RING TO SHELL PLATE 1.2. ROOF PLATE TO COMPRESSION RING 1.3. STUB PLATE TO ROOF THEN SHELL PLATES 2. ALL WELDS SHALL BE SEAL WELDS ROOF CONNECTION DETAIL 5 3" = 1'-0" 5-2 FLOOR PLATE, TYP 1 1/2" 3/16 DETAIL NOTE: BASE METAL SHALL BE PREHEATED TO A TEMEPRATURE OF TOOT WITHIN A DISTANCE OF FOUR TIMES THE PLATE THICKNESS FROM THE LOCATION OF THE WELD WHEN THE BASE METAL TEMPERATURE IS BELOW 32'F FLOOR JOINT DETAIL 4 3" 1 1/2" DETAIL NOTE: ROOF JOINTS MAY BE BUTT OR LAP WELDED. LAP WELD SHOWN FOR DETAIL. ALL WELDS TO BE SEAL WELDED ROOF JOINT DETAIL 6 3" = 1'-0" 30% SUBMITTAL NOTICE 0 1 KTK PRELIMINARY ONLYSHEET DO NOT USE FOR CONSTRUMON NOVEMBER 2021"�'E' Murraysmith www-murraysm!W.us SOUTH HILLS _ "4 3RD LEVEL " RESERVOIR xtta:,ssrerxt.na�rn ta•a xnaire REPLACEMENT RESERVOIR DETAILS C _ J 3 Of X DESIGNED KTK IP THIS BAR DOES NOT MEASUREI THEN DRAWING S NOT TO SCALE DRAWN RAH CHECKED PRO]ECi NO.: 21-3237 SCALE: AS SHOWN DATE: NOVEMBER 2021 3'-0"x4'-0" ROOF HATCH W/ — INTR LADDER AND FALL PREVENTION SYSTEM, SEE DET X, SHT M -X WATER QUALITY SAMPLING CABINET, SEE DET X, SHT M -X FURNISH AND INSTALL ROOFTOP WALKWAY TO CENTER VENT INCLUDING ANGLE TREADS, NON-SKID SURFACING, AND HNDRL BOTH SIDES, SEE NOTE X 0.58 MG WELDED STL RES, DIA=67' INSTALL (4) PAINTER'S — LUGS 6' FROM CENTER OF RES, SEE STRUCTURAL SHTS ANCHORS AND CHAIRS, EQUALLY SPACED, SEE STRUCT SHTS INNER ROW OF 4" PAINTER'S - PLUG W/ CAP, 9 MIN, SPACING APPROX 9' OC, 12' FROM RES CENTER, SEE DET X, SHT M -X EXT LADDER W/ FALL PREVENTION SYSTEM, CLIMB PREVENTION SHIELD, LADDER CAGE & SHROUD, FLARE, OPENING AT ROOF AND HANDRAILS, SEE DETS, SHT M -X _ z �u i 3' i i CLR n OUTER ROW OF 4" PAINTER'S - PLUG W/ CAP, 17 MIN, SPACING APPROX 9' OC, 2' FROM RES WALL, SEE DET X, SHT M -X RINGWALL FDN APPROX LIMITS REVISION ° 8" DIA DRAIN,-/ SEE DET X, �p SHT M -X I I INLET MIXING O SYSTEM ON RES 0 FLR, SEE DET X, SHT M -X 30" DIA EXHAUST MH ! / W/ FLANGED COVER HANDLES i RESERVOIR NO. 2 PLAN SCALE: 1/8"=1'-0" 16" DIA INLET/OUTLET, SEE DET X, SHT M -X 12" DIA RES DRAIN/OVERFLOW, SEE DET X, SHT M -X 24" DIA RES ROOF - VENT WITH 54" COVER, SEE NOTE X TOP OF RES SHELL EL=987.75 )RMAL HWL EL=! TOP OF FLOOR PLATE EL=961.50 FURNISH AND INSTALL ROOFTOP WALKWAY TO CENTER VENT INCLUDING ANGLE THREADS, NON-SKID SURFACING, AND HNDRL BOTH SIDES, SEE NOTE X CONSTRUCT HANDRAIL CE TANK PER OSHA REQS, SEE DET X, SHT M -X AND STRUCT SHTS ��••�,�<TO FOLLOW> 4" TOE GUARD NOT SHOWN OVER TREADS FOR CLARITY CENTER CROWN EL=962.17 SLP=2% SLP=2% 36" DIA HINGED SIDE -j ACCESS MANWAY, TYP OF 2, SEE STRUCT SHTS <TO FOLLOW> RESERVOIR ELEVATION SCALE: 1/8"=1'-0" NOTES: <TO FOLLOW> INSTALL STL ANGLE ON SHROUD & INSTALL MOTION DETECTOR 3'-6" MIN EA DIR SEE NOTE X EXTERIOR LADDER FLAT BAR CAGE AND SHROUD, BY FABRICATOR LADDERS SHALL INCLUDE CABLE -STYLE FALL PREVENTION 12" DIA HDPE OVERFLOW & HDPE CONE, SEE DET X, SHT M -X & DET X, SHT M -X MIN 8' TALL LOCKABLE CLIMB PREVENTION SHIELD, SEE NOTE X RINGWALL FDN, SEE DETS, CIVIL AND STRUCT SHTS <TO FOLLOW> 30% SUBMITTAL NOTICE KAU PRELIMINARY ONLY SHEET DESIGNED �°"{' RESERVOIR NO. 2 FLOOR PLAN 0 1 DO NOT USE FOR CONSMUCRON , ~ rvai SOUTH HILLS f� BAB November 2021 �' x <� _ 3RD LEVEL AND ELEVATION M-� DRAWN IF THIS BAR DOES RESERVOIR NOT MEASURE I" BPF Murra smith ►miays REPLACEMENT THEN DRAWING IS CHECKED y cvfl�Nr:arrier.e.[:�'rrrn R�manrs NOT TO SCALE www.muffa�mi�.us .us PROJECT NO.: 21-3237 SCALE: AS SHOWN DATE: November 2021 X Of X 3'-0"x4'-0" ROOF HATCH W/ INTR LADDER AND FALL PREVENTION SYSTEM, SEE DET X, SHT M -X s 16" DIA INLET/OUTLET, // /sv SEE DET X, SHT M -X 8" DIA DRAIN, / SEE DET X, SHT M -X lz 12" DIA RES DRAIN/ \ OVERFLOW, SEE DET I°\> X, SHT M -X I INLET MIXING SYSTEM ON RES FLR, SEE DET X, 1 SHT M -X t t 4 \ ANCHORS AND CHAIRS, \ \ EQUALLY SPACED, SEE \\ \\ STRUCT SHTS \ INNER ROW OF 4" PAINTER'S---/\\ �� PLUG W/ CAP, 9 MIN, SPACING APPROX 9' OC, 12' FROM RES \ CENTER, SEE DEI- X, SHT M -X INO.1 DATE OUTER ROW OF 4" PAINTER'S — PLUG W/ CAP, 17 MIN, SPACING APPROX 9' OC, 2' FROM RES WALL, SEE DET X, SHT M -X BY EXT LADDER W/ FALL PREVENTION SYSTEM, CLIMB PREVENTION SHIELD, LADDER CAGE & SHROUD, FLARE, OPENING AT ROOF AND HANDRAILS, SEE DETS, SHT M -X 3' CLR WATER QUALITY SAMPLING CABINET, SEE DET X, SHT M -X FURNISH AND INSTALL ROOFTOP WALKWAY TO CENTER VENT INCLUDING ANGLE TREADS, NON-SKID SURFACING, AND HNDRL BOTH SIDES, SEE NOTE X \ \\ `� 0.58 MG WELDED STL RES, DIA=67' 1 t 1 I ,I 1 i I I I ° I I I I I I I 1 I 1 °I ! %/ RINGWALL FDN APPROX LIMITS / RESERVOIR NO. 3 PLAN SCALE: 1/8"1 24" DIA RES ROOF - VENT WITH 54" COVER, SEE NOTE X FURNISH AND INSTALL ROOFTOP WALKWAY TO CENTER VENT INCLUDING ANGLE THREADS, NON-SKID SURFACING, AND HNDRL BOTH SIDES, SEE NOTE X INSTALL (4) PAINTER'S LUGS 6' FROM CENTER OF RES, SEE STRUCTURAL SHTS TOP OF RES SHELL EL=987.75 HWL 30" DIA EXHAUST MH W/ FLANGED COVER & HANDLES TOP OF FLOOR PLATE EL=961.50 I V CONSTRUCT HANDRAIL CE TANK PER OSHA REQS, SEE DET X, SHT M -X AND U STRUCT SHTS I m 4" TOE GUARD NOT SHOWN OVER TREADS FOR CLARITY CENTER CROWN EL=962.17 SLP=2% SLP=2% 36" DIA HINGED SIDE— ACCESS MANWAY, TYP OF 2, SEE STRUCT SHTS RESERVOIR ELEVATION SCALE: 1/8"=1'-0" NOTES: <TO FOLLOW> INSTALL STL ANGLE ON SHROUD & INSTALL MOTION DETECTOR 3'-6" MIN EA DIR SEE NOTE 9 EXTERIOR LADDER FLAT BAR CAGE AND SHROUD, BY FABRICATOR ii LADDERS SHALL r INCLUDE CABLE -STYLE FALL PREVENTION 12" DIA HDPE OVERFLOW & HDPE CONE, SEE DET 1, SHT M -X & DET X, SHT M -X MIN 8' TALL LOCKABLE CLIMB PREVENTION SHIELD, SEE NOTE X RINGWALL FDN, SEE DETS, CIVIL AND STRUCT SHTS 30% SUBMITTAL NOTICESHEET KAU PRELIMINARY ONLY 0 1 DESIGNED DO NOT USE FOR CONSTRUCHON SOUTH HILLS RESERVOIR NO. 3 FLOOR PLAN DRAWN November 2021 `•r ft 3RD LEVEL M-2 IF THIS BAR DOES %"" w a,� $� RESERVOIR AND ELEVATION NOT MEASURE 1" BRF Murra Smith ilh THEN DRAWING IS CHECKED Y y:.r*r+riNreer�t s..e a[xn,un REPLACEMENT NOT TO SCALE www.munaysmiU.us PROJECT NO.: 21-3237 1 SCALE: AS SHOWN I DATE: November 2021 X of X I rr_-ruin. PIPING — — SIGNAL WIRING MOTOR OPERATED CONTROLVALVE ISOLATION VALVE SCHEDULE: LIT LEVEL INDICATING TRANSMITTER LSH FLOOD SWITCH LSLL RESERVOIR LOW LOW LEVEL FLOAT SWITCH LSHH RESERVOIR HIGH HIGH LEVEL FLOAT SWITCH MOV MOTOR OPERATED VALVE MS OTION DETECTION SWITCH YA INTRUSION ALARM YS INTRUSION SWITCH ZSC VALVE CLOSED SWITCH ZSO VALVE OPEN SWITCH ZA VALVE ACTUATOR ALARM ZT VALVE POSITION TRANSMITTER GENERAL NOTES: 1. SEE ELECTRICAL SHEETS FOR SPECIFIC 1/0 POINTS. 2. SEISMIC CONTROLLER SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS IN SECTION 25 3211, SEISMIC PROTECTION SYSTEMS. SOUTH HILLS PUMP STATION PLC - _ SEISMIC CONTROLLER LOW -LOW HIGH -HIGH MOTION HATCH LADDER LADDER MOTION HATCH HIGH -HIGH LOW -LOW VAULT VALVE TANK VALVE TANK LEVEL LEVEL DETECTION INTRUSION INTRUSION RESER�VOOIRIR SIREN INTRUSION DETECTION INTRUSION LEVEL LEVEL INTRUSION OPEN CLOSE CLOSED OPEN FAULT POSITION LEVEL OPEN CLOSE CLOSED OPEN FAULT POSITION LEVEL FLOOD DI DI DI DI DI C % DI DI DI DI DI t 7 C % ��t t DI AI AI 7 7 DI DI DI AI AI DI SEISMIC VALVE VAULT 30% SUBMITTAL 1919 LAURA STREET SPRINGFIELD, OREGON 97477 PHONE: (541) 393-3345 W W W.OS-ENG R.COM THIS DOCUMENT, AND THE ASSOCIATED DESIGNS, IS AN INSTRUMENT OF SERVICES FOR THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN AUTHORIZATION FROM OS ENGINEERING. 11.17.21 1 PS/BM DATE BY PRELIMINARY BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PROJECT NUMBER: 21 -0624 -EN CAD FILE 210624EN I 1 !I PROJECT DATE: 11.17._21 DESIGNED BY: B. MCENULTY _DRAWN BY: P. SWYGART_ CHECKED BY: LAPPROVED BY: PROCESS & INSTRUMENTATION DIAGRAM_ _ SHEETSIZE „DRAWINGNO- - TI -1