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Well 11 Drawings 6-7-2023L U N V) J U) 0 cYi N w V) Q (D J a ry U Q Ln 0 N 0 N N 0 orn fM 00 N 0 N a) V) Q i N c E c a) E Q L U L O L 0 a 0 M 00 N 0 N V) U a) 0 L a �I w p.qm CHARD . CITY OF PORT ORCHARD MCCORMICK WOODS -WELL NO. 11 SITE IMPROVEMENT PROJECT APRIL 2023 INDEX OF DRAWINGS GENERAL 1 G-1 COVER AND TITLE SHEET, VICINITY MAP AND INDEX OF DRAWINGS 2 G-2 SYMBOLS AND LEGEND 3 G-3 ABBREVIATIONS 4 G-4 GENERAL NOTES 5 G-5 FLOW SCHEMATIC TEMPORARY EROSION CONTROL 6 ESC-1 ESC PLANS AND NOTES 7 ESC-2 ESC DETAILS CIVIL 8 C-1 EXISTING SITE CONDITIONS AND SURVEY 9 C-2 SITE DEMOLITION PLAN 10 C-3 PAVING, GRADING AND DRAINAGE PLAN 11 C-4 YARD PIPING PLAN 12 C-5 SANITARY SEWER PLAN AND PROFILE 1 13 C-6 SANITARY SEWER PLAN AND PROFILE 2 14 C-7 CIVIL DETAILS - 1 15 C-8 CIVIL DETAILS - 2 16 C-9 CIVIL DETAILS - 3 17 C-10 CIVIL DETAILS - 4 18 C-11 CIVIL DETAILS - 5 19 C-12 CIVIL DETAILS - 6 LANDSCAPE 20 L-1 LANDSCAPE PLAN 21 L-2 LANDSCAPE DETAILS STRUCTURAL 22 S-1 STRUCTURAL NOTES - 1 23 S-2 STRUCTURAL NOTES - 2 24 S-3 FOUNDATION PLAN 25 S-4 ROOF FRAMING PLAN 26 S-5 BUILDING SECTIONS 27 S-6 FOUNDATION DETAILS 28 S-7 CMU DETAILS 29 S-8 ROOF FRAMING DETAILS ARCHITECTURAL 30 A-1 CODE SUMMARY AND ARCHITECTURAL SCHEDULES 31 A-2 PUMP STATION FLOOR PLAN LAYOUT 32 A-3 PUMP STATION ROOF PLAN LAYOUT 33 A-4 PUMP STATION ARCHITECTURAL ELEVATIONS 34 A-5 PUMP STATION ARCHITECTURAL SECTIONS 35 A-6 ARCHITECTURAL DETAILS - 1 36 A-7 ARCHITECTURAL DETAILS - 2 600 UNIVERSITY STREET, SUITE 300 SEATTLE, WA 98101 P 206.462.7030 MECHANICAL 37 M-1 PUMP STATION MECHANICAL PLAN 38 M-2 PUMP STATION MECHANICAL SECTIONS 1 OF 2 39 M-3 PUMP STATION MECHANICAL SECTIONS 2 OF 2 40 M-4 MECHANICAL DETAILS - 1 41 M-5 MECHANICAL DETAILS - 2 42 M-6 MECHANICAL DETAILS - 3 PLUMBING 43 P-1 PUMP STATION PLUMBING PLAN 44 P-2 PLUMBING DETAILS HVAC 45 H-1 HVAC SYMBOLS, ABBREVIATIONS AND SCHEDULES 46 H-2 PUMP STATION HVAC PLAN 47 H-3 PUMP STATION HVAC SECTIONS ELECTRICAL 48 E-1 ELECTRICAL LEGEND, SYMBOLS AND ABBREVIATIONS 49 E-2 ELECTRICAL ONE LINE DIAGRAM AND LOAD CALCULATION 50 E-3 ELECTRICAL SITE PLAN 51 E-4 ELECTRICAL AND CONTROL PUMP STATION BUILLDING PLAN 52 E-5 LIGHTING AND HVAC PUMP STATION BUILDING PLAN 53 E-6 ELECTRICAL SCHEDULES, 1 54 E-7 ELECTRICAL SCHEDULES, 2 55 E-8 ELECTRICAL MOTOR CONTROL DIAGRAMS 56 E-9 ELECTRICAL ELEVATIONS AND DETAILS INSTRUMENTATION AND CONTROLS 57 I-1 P&ID LEGENDS, SYMBOLS AND ABBREVIATIONS 1 58 I-2 P&ID LEGENDS, SYMBOLS AND ABBREVIATIONS 2 59 I-3 P&ID SHEET 1 60 I-4 P&ID SHEET 2 61 I-5 CONTROL PANEL LAYOUT AND ARRANGEMENT CONTROL PANEL POWER DISTRIBUTION AND NETWORK BLOCK 62 I-6 DIAGRAM 63 I-7 CONTROL PANEL I/O WIRING 1 64 I-8 CONTROL PANEL I/O WIRING 2 CONTROL PANEL I/O WIRING 3 65 I-9 FIRE ACCESS 66 F-1 FIRE APPARATUS ACCESS TURNAROUND Know what's below. Call before you dig. 0 — — 0 PORT ORCHARD z 8 O U) 0 w z _ Q �O - O 5 Q f 0 PROJECT LOCATION o 5171 ST. ANDREWS DRIVE SW, \gip PORT ORCHARD, WA 98367 _ O �� O� �.l CITY OF PORT ORCHARD OFFICIALS MAV(1R ROB PUTAANSUU PUBIC WORKS DIRECTOR TONY LANG COUNCIL MEMBERS SHAWN CUCCIARDI JAY ROSAPEPE SCOTT DIENER JOHN CLAUSON CINDY LUCARELLI FRED CHANG MARK TRENARY VICINITY MAP SCALE: 1"=500' APPROVAL OF CONSTRUCTION DATE 20-2839.01 no PIPE & FITTING SYMBOLS TOPOGRAPHIC LEGEND VALVE SYMBOLS ME PLANT L-A E= SCHEMATIC WELDED JOINT FLANGED JOINT GROOVED END JOINT " MECHANICAL JOINT PUSH -ON JOINT (RUBBER GASKET) FLANGED COUPLING ADAPTER DOUBLE BALL FLEXIBLE EXTENSION COUPLING c) FLEXIBLE COUPLING W/ THRUST RING 900 BEND UP 900 BEND DOWN TEE UP TEE DOWN LATERAL UP LATERAL DOWN CONCENTRIC REDUCER ECCENTRIC REDUCER �ii UNION �I BLIND FLANGE CAP LONG SLEEVE FLEXIBLE COUPLING FITTING (450) SECTION AND DETAIL DESIGNATIONS SECTION DESIGNATIONS DETAIL DESIGNATIONS SECTION LETTER LA Q DESIGNATION SHEET WHERE SECTION IS SHOWN * SECTION LETTER SECTION DESIGNATION A SCALE: 2 SHEET FROM WHICH SECTION IS TAKEN * DETAIL DETAIL r2 NUMBER SCALE: 2 SHEET FROM WHICH DETAIL IS TAKEN * * NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. NOTICE CLB ��ICT CUB DESIGNED 6V t� f 0 1/z EJJ DRAWN W IF THIS BAR DOES NOT MEASURE 1" EKS a /� THEN DRAWING IS CHECKED NOT TO SCALE SSI�NAL ECG j NO. DATE BY REVISION WATERLINE ELECTRICITY GAS TELEPHONE/TELEMETRY CABLE TELEVISION SANITARY SEWER LINE SANITARY SEWER FORCE MAIN STORM DRAIN CULVERT ABANDON PIPE DRAINAGE DITCH BARBWIRE FENCE CHAIN LINK FENCE TEMPORARY SILT FENCE GUARDRAIL ROCK WALL CENTERLINE EASEMENT/PROPERTY LINE RIGHT-OF-WAY EDGE OF PAVEMENT/AC EDGE OF GRAVEL CURB SIDEWALK TEMP CONSTRUCTION ENTRANCE STRUCTURE OR FACILITY CONTOUR MINOR CONTOUR MAJOR MANHOLE CLEAN -OUT CATCH BASIN/FIELD INLET STORM DRAIN INLET PROTECTION THRUST BLOCK VALVE AIR INJECTION ASSEMBLY BLOW -OFF ASSEMBLY AIR RELEASE ASSEMBLY FIRE HYDRANT ASSEMBLY WATER METER PULL BOX/JUNCTION BOX UTILITY POLE GUY WIRE LIGHT POST SIGN BENCHMARK TREE DECIDUOUS TREE CONIFEROUS TREE TO BE REMOVED SURFACE ELEVATION consor EXISTING PROPOSED lv vv lL Ul W E E 4"G 4"G T T CATV CATV 8"SS 8"SS 6"FM 6"FM 8"SD -8"SD �18"D� x x x n n SCHEMATIC BUTTERFLY VALVE GATE VALVE D-cl- GLOBE VALVE BALL VALVE BALANCING VALVE PLUG VALVE (TOP) PLUG VALVE (SIDE) 3-WAY PLUG VALVE CHECK VALVE SWING CHECK VALVE DOUBLE CHECK ASSEMBLY lw BALL SWING CHECK rr-1 - SILENT CHECK VALVE PRESSURE REDUCING VALVE aS/W a �'�ALTITUDE CONTROL VALVE o 0 S 0 SOLENOID VALVE RELIEF VALVE 200 � 200 O O O NEEDLE VALVE 0 @72 HOSE VALVE go ♦ REDUCED PRESSURE BACKFLOW PREVENTER W/ GATE VALVES � 9 I--■ O* HOSE BIBB �o MISCELLANEOUS PIPING SYMBOLS �_OD ,a Jk STRAINER FE Q SIGHT GLASS PRESSURE GAUGE W/ COCK S PRESSURE SWITCH W/ COCK �M METER C3 SP SLIP-ON JOINT PIPE O ORESTRAINED JOINT PIPE + 176.63 + 176.63 OR CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT SYMBOLS AND LEGEND PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN I DATE: APRIL 2023 SHEET G-2 2 of 69 �i O rn M 00 N O N M U N O L Q a) @ AT CLSM CONTROLLED LOW STRENGTH MATERIAL FLG FLANGE KPL KICK PLATE PRKG PARKING TAN TANGENCY AASHTO AMERICAN ASSOCIATION OF STATE CMP CORRUGATED METAL PIPE FLL FLOW LINE KVA KILOVOLT AMPERE PROP PROPERTY TB THRUST BLOCK HIGHWAY & TRANSPORTATION OFFICIALS CMU CONCRETE MASONRY UNIT FLR FLOOR KW KILOWATT PRV PRESSURE REDUCING VALVE TBM TEMPORARY BENCHMARK AB ANCHOR BOLT CND CONDUIT FM FORCE MAIN KWY KEYWAY PS PUMP STATION TC TOP OF CONCRETE / TOP OF CURB ABAN(D) ABANDON(ED) CO CLEANOUT FO FIBER OPTIC PSIG POUNDS PER SQUARE INCH GAUGE TCE TEMPORARY CONSTRUCTION EASEMENT ABS ACRYLONITRILE BUTADIENE STYRENE COL COLUMN FOC FACE OF CONCRETE L LENGTH PSL PIPE SLEEVE TDH TOTAL DYNAMIC HEAD ABV ABOVE / ALCOHOL BY VOLUME COMB COMBINATION FOF FACE OF FINISH LAB LABORATORY PSPT PIPE SUPPORT TEMP TEMPERATURE / TEMPORARY AC ASPHALTIC CONCRETE CONC CONCRETE FOM FACE OF MASONRY LAV LAVATORY PT POINT OF TANGENCY T&G TONGUE & GROOVE ACP ASPHALTIC CONCRETE PAVING CONN CONNECTION FOS FACE OF STUDS LB POUND PTVC POINT OF TANGENCY ON VERTICAL THK THICK / THICKNESS ADJ ADJUSTABLE CONST CONSTRUCTION FPM FEET PER MINUTE LF LINEAR FOOT CURVE THRD THREAD (ED) ADJC ADJACENT CONT CONTINUOUS / CONTINUATION FPS FEET PER SECOND LIN LINEAL PV PLUG VALVE THRU THROUGH AFF ABOVE FINISHED FLOOR CONTR CONTRACT(OR) FRP FIBERGLASS REINFORCED PLASTIC LN LANE PVC POLYVINYL CHLORIDE TOG TOP OF GRATE AFG ABOVE FINISHED GRADE COORD COORDINATE FT FEET / FOOT LOC LOCATION PVMT PAVEMENT TP TEST PIT / TOP OF PAVEMENT / AHR ANCHOR COP COPPER FTG FOOTING LONG LONGITUDINAL PWR POWER TURNING POINT AHU AIR HANDLING UNIT CORP CORPORATION FUT FUTURE LP LOW PRESSURE TRANS TRANSITION AL ALUMINUM CORR CORRUGATED FXTR FIXTURE LPT LOW POINT QTY QUANTITY TSP TRI-SODIUM PHOSPHATE ALT ALTERNATE CP CONTROL POINT LRG LARGE TST TOP OF STEEL AMP AMPERE CPLG COUPLING G GAS LS LONG SLEEVE / LUMP SUM RAD RADIUS TW TOP OF WALL ANSI AMERICAN NATIONAL STANDARDS CPVC CHLORINATED POLYVINYL CHLORIDE GA GAUGE LT LEFT RC REINFORCED CONCRETE TYP TYPICAL INSTITUTE CR CRUSHED ROCK GAL GALLON LVL LEVEL RCP REINFORCED CONCRETE PIPE APPROX APPROXIMATE CS COMBINED SEWER GALV GALVANIZED LWL LOW WATER LINE RD ROAD / ROOF DRAIN UG UNDERGROUND APPVD APPROVED CSP CONCRETE SEWER PIPE GC GROOVED COUPLING RDCR REDUCER UH UNIT HEATER APWA AMERICAN PUBLIC WORKS ASSOCIATION CT COURT GFA GROOVED FLANGE ADAPTER MAN MANUAL REF REFERENCE UN UNION ARCH ARCHITECTURAL CTR CENTER GI GALVANIZED IRON MAT MATERIAL REINF REIN FORCE(D)(ING)(MENT) UON UNLESS OTHERWISE NOTED ARV AIR RELEASE VALVE CU CUBIC GIP GALVANIZED IRON PIPE MAX MAXIMUM REQ'D REQUIRED USGS UNITED STATES GEOLOGIC SURVEY ASCE AMERICAN SOCIETY OF CIVIL CULV CULVERT GJ GRIP JOINT MCC MOTOR CONTROL CENTER RESTR RESTRAINED ENGINEERS CV CONTROL VALVE GL GLASS MCP MASTER CONTROL PANEL RFCA RESTRAINED FLANGE COUPLING V VENT / VOLT ASSN ASSOCIATION CW CLOCKWISE / COLD WATER GLV GLOBE VALVE MECH MECHANICAL ADAPTER VAC VACUUM ASSY ASSEMBLY CY CUBIC YARDS GND GROUND MET METAL RM ROOM VB VACUUM BREAKER ASTM AMERICAN SOCIETY FOR TESTING CYL CYLINDER LOCK GPD GALLONS PER DAY MFR MANUFACTURER RND ROUND VBOX VALVE BOX & MATERIALS GPH GALLONS PER HOUR MGD MILLION GALLONS PER DAY RO ROUGH OPENING VC VERTICAL CURVE ATM ATMOSPHERE D DRAIN GPM GALLONS PER MINUTE MH MANHOLE R/W RIGHT-OF-WAY VERT VERTICAL AUTO AUTOMATIC DC DIRECT CURRENT GPS GALLONS PER SECOND MIN MINIMUM RPBPD REDUCED PRESSURE BACKFLOW VFD VARIABLE FREQUENCY DRIVE AUX AUXILIARY DEFL DEFLECTION GR GRADE MIPT MALE IRON PIPE THREAD PREVENTION DEVICE VOL VOLUME AVE AVENUE DET DETAIL GR LN GRADE LINE MISC MISCELLANEOUS RPM REVOLUTIONS PER MINUTE VCP VITRIFIED CLAY PIPE AVG AVERAGE DI DUCTILE IRON GRTG GRATING MJ MECHANICAL JOINT RR RAILROAD VTR VENT THROUGH ROOF AWWA AMERICAN WATER WORKS ASSOCIATION DIA DIAMETER GV GATE VALVE MON MONUMENT / MONOLITHIC RST REINFORCED STEEL DIM DIMENSION GRVL GRAVEL MOT MOTOR RT RIGHT W WATER B&S BELL & SPIGOT DIR DIRECTION GYP GYPSUM MP MILEPOST W/ WITH BC BOLT CIRCLE DIST DISTANCE MSL MEAN SEAL LEVEL SALV SALVAGE W/IN WITHIN BD BOARD DN DOWN HB HOSE BIBB MTD MOUNTED SAN SANITARY W/O WITHOUT BETW BETWEEN DOH DEPARTMENT OF HEALTH HC HOLLOW CORE SC SOLID CORE W/W WALL TO WALL BF BOTH FACE DR DRIVE HDPE HIGH DENSITY POLYETHYLENE NA NOT APPLICABLE SCHED SCHEDULE WD WOOD BFD BACKFLOW PREVENTION DEVICE DS DOWNSPOUT HDR HEADER NAVD NORTH AMERICAN VERTICAL DATUM SD STORM DRAIN WF WIDE FLANGE BFILL BACKFILL DWG DRAWING HDWE HARDWARE NC NORMALLY CLOSED SDL SADDLE WH WATER HEATER BFV BUTTERFLY VALVE DWL DOWEL HGR HANGER NF NEAR FACE SDR STANDARD DIMENSION RATIO WI WROUGHT IRON BGS BELOW GROUND SURFACE DWV DRAIN WASTE AND VENT HGT HEIGHT NIC NOT IN CONTRACT SECT SECTION WM WATER METER BHP BRAKE HORSEPOWER DWY DRIVEWAY HH HANDHOLD NO / NO. NORMALLY OPEN / NUMBER SG SUPPLY GRATE WP WORKING POINT / WATERPROOFING BKGD BACKGROUND HM HOLLOW METAL NOM NOMINAL SHLDR SHOULDER WS WATER SERVICE BLDG BUILDING E / ELEC ELECTRICAL HMAC HOT MIX ASPHALT CONCRETE NORM NORMAL SHT SHEET WSDOT WASHINGTON STATE DEPARTMENT BLK BLOCK EA EACH HNDRL HANDRAIL NRS NON -RISING STEM SIM SIMILAR OF TRANSPORTATION BLVD BOULEVARD ECC ECCENTRIC HOA HAND -OFF -AUTO NTS NOT TO SCALE SL SUPPLY LOUVER WT WEIGHT BM BENCHMARK / BEAM ECY DEPARTMENT OF ECOLOGY HOR HAND -OFF -REMOTE SLP SLOPE WTP WATER TREATMENT PLANT BMP BEST MANAGEMENT PRACTICES EF EACH FACE / EXHAUST FAN HORIZ HORIZONTAL O TO O OUT TO OUT SLV SLEEVE WTRT WATERTIGHT BO BLOW -OFF EG EXHAUST GRATE HP HIGH PRESSURE / HORSEPOWER OC ON CENTER SOLN SOLUTION WWF WELDED WIRE FABRIC BOC BACK OF CURB EL ELEVATION / EXHAUST LOUVER HPG HIGH PRESSURE GAS OD OUTSIDE DIAMETER SP SOIL PIPE / SEWER PIPE BOT BOTTOM ELB ELBOW HPT HIGH POINT OF OVERFLOW / OUTSIDE FACE SPCL SPECIAL X SECT CROSS SECTION BS BOTH SIDES ENCL ENCLOSURE HPU HEAT PUMP UNIT OPNG OPENING SPEC(S) SPECIFICATION(S) XFMR TRANSFORMER BSMT BASEMENT EOP EDGE OF PAVEMENT HR HOUR OPP OPPOSITE SPG SPACING BTF BOTTOM FACE EQ EQUAL HSB HIGH STRENGTH BOLT ORIG ORIGINAL SPL SPOOL YD YARD DRAIN / YARD BTU BRITISH THERMAL UNIT EQL SP EQUALLY SPACED HV HOSE VALVE OSHA OCCUPATIONAL SAFETY AND HEALTH SPRT SUPPORT YH YARD HYDRANT BV BALL VALVE EQUIP EQUIPMENT HVAC HEATING, VENTILATION, AIR ADMINISTRATION SQ SQUARE YR YEAR BW BOTH WAYS ESC EROSION & SEDIMENT CONTROL CONDITIONING OVHD OVERHEAD SQ FT SQUARE FOOT ESMT EASEMENT HWL HIGH WATER LINE SQ IN SQUARE INCH ZN ZINC C CELSIUS EW EACH WAY HWY HIGHWAY P&ID PROCESS & INSTRUMENTATION SQ YD SQUARE YARD C TO C CENTER TO CENTER EXC EXCAVATE HYD HYDRANT DIAGRAM SS SANITARY SEWER CARV COMBINATION AIR RELEASE VALVE EXIST EXISTING HYDR HYDRAULIC PC POINT OF CURVE SST STAINLESS STEEL CATV CABLE TELEVISION EXP EXPANSION PCC POINT OF COMPOUND CURVE ST STREET CB CATCH BASIN EXP BT EXPANSION BOLT I&C INSTRUMENTATION & CONTROL PCVC POINT OF CURVATURE ON STA STATION CCP CONCRETE CYLINDER PIPE EXP JT EXPANSION JOINT IAW IN ACCORDANCE WITH VERTICAL CURVE STD STANDARD CCW COUNTER CLOCKWISE EXT EXTERIOR ID INSIDE DIAMETER PE PLAIN END STL STEEL CDOT COLORADO DEPARTMENT OF IE INVERT ELEVATION PERF PERFORATED STOR STORAGE TRANSPORTATION F FAHRENHEIT IF INSIDE FACE PERM PERMANENT STR STRAIGHT CFM CUBIC FEET PER MINUTE F TO F FACE TO FACE IMPVT IMPROVEMENT PERP PERPENDICULAR STRUCT STRUCTURE / STRUCTURAL CFS CUBIC FEET PER SECOND FAB FABRICATE IN INCH PG PRESSURE GAUGE SUBMG SUBMERGED CHAN CHANNEL FB FLAT BAR INCC INCLUDE(D)(ING) PH PIPE HANGER SUCT SUCTION CHEM CHEMICAL FCA FLANGED COUPLING ADAPTER INFL INFLUENT PI POINT OF INTERSECTION SV SOLENOID VALVE CHFR CHAMFER FCO FLOOR CLEANOUT INJ INJECTION PIVC POINT OF INTERSECTION ON S/W SIDEWALK CHKV CHECK VALVE FD FLOOR DRAIN INSTL INSTALLATION / INSTALL VERTICAL CURVE SWD SIDEWATER DEPTH CI CAST IRON FDN FOUNDATION INSUL INSULATION PL OR P/L PROPERTY LINE / PLATE / PLASTIC SWGR SWITCH GEAR CIP CAST IRON PIPE FEXT FIRE EXTINGUISHER INTER INTERCEPTOR PLBG PLUMBING SYMM SYMMETRICAL CIPC CAST IN PLACE CONCRETE FF FAR FACE INTR INTERIOR PNL PANEL SYS SYSTEM CISP CAST IRON SOIL PIPE FGL FIBERGLASS INV INVERT POC POINT OF CURVATURE CJ CONSTRUCTION JOINT FH FIRE HYDRANT IP IRON PIPE POLY POLYETHYLENE T OR TEL TELEPHONE CL OR C/L CENTER LINE FIN FINISH(ED) IPT IRON PIPE THREAD PP POWER POLE T&B TOP & BOTTOM CL2 CHLORINE FIPT FEMALE IRON PIPE THREAD IR IRON ROD PRC POINT OF REVERSE CURVATURE CLG CEILING FITG FITTING IRRIG IRRIGATION PRCST PRECAST CLJ CONTROL JOINT FL FLOOR LINE JT JOINT PREP PREPARATION CLR CLEAR FLEX FLEXIBLE JUNC JUNCTION PRESS PRESSURE NOTICE CLB ICTCjj WA ORCHARD. --- - CITY OF PORT ORCHARD SHEET DESIGNED EJJ wA co ns o r MCCORMICK WOODS WELL NO. 11 - ABBREVIATIONS G - 3 DRAWN IF THIS BAR DOES NOT MEASURE 1" EKS j SITE IMPROVEMENT THEN DRAWING IS �isTE __ Fssl ...e i _��-P�- ' - - PROJECT CHECKED NOT TO SCALE NAL E�Gl� 3 Of 69 NO. DATE BY REVISION �ifzuz PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 GENERAL NOTES CONSTRUCTION SEQUENCING NOTES ME 1. THE SCOPE OF WORK FOR THIS PROJECT CONSTITUTES AS PUBLIC WORK UNDER STATE LAW. BIDDERS SHOULD TAKE INTO CONSIDERATION STATUTORY LEGAL REQUIREMENTS, PARTICULARLY, THE PAYMENT OR PREVAILING WAGES, PAYMENT/PERFORMANCE BONDS AND SALES TAX IMPLICATIONS IN MAKING THEIR BID. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS IN THE FIELD PRIOR TO BID SUBMISSION. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PROJECT INTENT/CONTRACT DOCUMENTS AFFECTING THE COST OR THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. COST OF LOCATES IS THE SOLE RESPONSIBILITY OR THE CONTRACTOR. 4. THESE CONSTRUCTION DOCUMENTS ARE NOT COMPLETE UNLESS ACCOMPANIED BY THE PROJECT MANUAL, SPECIFICATIONS, AND BID FORM PROVIDED BY THE CITY OF PORT ORCHARD THAT CONFORM TO WASHINGTON STATE REGULATIONS. 5. CONTRACTOR IS RESPONSIBLE FOR INCIDENTAL TRAFFIC CONTROL MEASURES AS REQUIRED IN ACCORDANCE WITH THE MANUAL ON TRAFFIC CONTROL DEVICES (MUTCD) AND WASHINGTON STATE MODIFICATIONS TO THE MUTCD. 6. AREAS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTED OR RESTORED TO ORIGINAL CONDITIONS OR BETTER. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES AND ANY DAMAGES THAT MAY OCCUR. 7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENTLY ADOPTED WSDOT AND APWA SPECIFICATIONS AND PLANS, AND THE CITY OF PORT ORCHARD MUNICIPAL CODE, THE CURRENTLY ADOPTED CITY OF PORT ORCHARD DEVELOPER'S HANDBOOK, THE CURRENTLY ADOPTED SURFACE WATER DESIGN MANUAL AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF PORT ORCHARD. 8. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE PORT ORCHARD DESIGN STANDARDS. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY OF PORT ORCHARD CITY ENGINEER. ANY DEVIATION FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF PORT ORCHARD CITY ENGINEER, PRIOR TO CONSTRUCTION. 9. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 10. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO THE PRECONSTRUCTION MEETING. 11. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 12. CONSTRUCTION NOISE SHALL COMPLY WITH THE CURRENT POMC SECTION 9.24.050. 13. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL RIGHT-OF-WAY PERMITS AND CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN A CITY OF PORT ORCHARD STREET RIGHT-OF-WAY. 14. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS IS SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO CONSTRUCTION. 15. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. 16. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARDS. 17. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED, COMPACTED TO 95% MAXIMUM DENSITY AND PREPARED FOR SURFACING IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2-06.3. 18. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF PORT ORCHARD CITY ENGINEER AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARD SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. REFER TO "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. TRAFFIC CONTROL PLANS SHALL FOLLOW THE CURRENTLY ADOPTED MUTCD MANUAL AS APPLICABLE. 20. TO PROTECT SIGNIFICANT TREES FROM THE IMPACTS OF THE PROPOSED DEVELOPMENT, THE APPLICANT SHALL PROVIDE THE BEST PROTECTION FOR SIGNIFICANT TREES PER THE REGULATIONS. AT A MINIMUM, ANY SIGNIFICANT TREES TO BE RETAINED SHALL BE FENCED TWO FEET OUTWARD FROM THE IDENTIFIED DRIP LINE. TREES THAT SUSTAIN DAMAGE DURING CONSTRUCTION SHALL BE REPLACED PURSUANT TO POMC. A REPRESENTATIVE OF THE CITY OF PORT ORCHARD DCD STAFF SHALL VERIFY PROTECTIVE FENCING PLACEMENT PER THIS CONDITION PRIOR TO ISSUANCE OF A NOTICE TO PROCEED FOR GRADING AND CLEARING. THE CITY SHALL INSPECT FOR COMPLIANCE WITH THE TREE PLAN PRIOR TO A FINAL INSPECTION. THE INSPECTION SHALL ALSO EVALUATE THE CONDITION OF RETAINED TREES AND ANY AND ALL CORRECTIONS WILL BE REQUIRED TO BE COMPLETED PRIOR TO A FINAL INSPECTION AND RELEASE OF ANY POST FINANCIAL GUARANTEES FOR THE SITE. NOTICE CLB ��ZCT CUB 0 1 1 DESIGNED �� '0V WAS�,�� 2 .: EJJ DRAWN W IF THIS BAR DOES NOT MEASURE 1" EKS �� s z� w� At THEN DRAWING IS CHECKED NOT TO SCALE SSI�NAL ECG NO. DATE BY REVISION � 21 ZuzT consor 1. SEE SPECIFICATION SECTION 01 12 16 - WORK SEQUENCE DESIGN CRITERIA WELL PUMP RATE 1250 GPM WELL PUMP MOTOR 250 HP BOOSTER PUMP MOTOR 75 HP SYSTEM PRESSURE 11 PSI- 18 PSI NAOCL METERING PUMPS 9 GPH - 18 GPH HYPOCHLORITE STORAGE TANK 1000 GAL BRINE TANK 200 GAL O RCHARD CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT ` PROJECT GENERAL NOTES PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN 1 DATE: APRIL 2023 SHEET G-4 4 of 69 580 ZONE U N U7 J O M N 0 O J U r) Lu w Q r, Q N M N O N N Lf) pl i >Q (11 00 N O N N N L V) r) Q U / N C N E C N E Q N L U L O a--J L O O M 00 N / O N V) U 0 L Q 4-JI dJ / BACKWASH TO SEWER MANHOLE NOTICE CLB ��)ZCT CU 0 1 1 DESIGNED icy of Aw k �f EJJ E- x� DRAWN W( IF THIS BAR DOES a NOT MEASURE I" EKS a z THEN DRAWING IS CHECKED NOT TO SCALE sSIDNAL !! NO. DATE BY REVISION ��'zifzuz3 DRAINAGE DITCH OR consor L k CITY OF PORT ORCHARD MCCORMICK WOODS — WELL NO. 11 SITE IMPROVEMENT PROJECT FLOW SCHEMATIC PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN I DATE: APRIL 2023 SHEET G-5 5 of 69 U a) V) V) O M N 0 0 U W ry Q a ,--1 M N O N \ M M U Ln W 70 w i M 00 N O N ul N N V) Q i N C a� c N Q rl a� L M U L O O 0 M 00 N / O N U 0 L 0- 4-JI dJ / / \ OPEN SPACE STRATHMORE Vol.32, 70 Pg.129-136 o \ o \ MUIRFIELD PHASE 1 \\ VOI.35, Pg. 74-79 \M \ 0 M \ N / \ N \ \ 68 \ `� o-------- ,\ \ \ \ 9, \ I 1 SEE DET 3 \Q \\` �' \� I�\` ' I ` \ / 2"FIR 1 \ \ ` ��\ `" \ / SHT ESC-2 �� \\ �24"CEDA \`\ \� 1 67 ` / 2 'EDAR `\ �'\ \ j 1 \\ \�N i' 1 �18'ALDER \ \ 1 \ EDA0 1 I 8"FIR K124"FIR 1 20" R 420 Q \ I \ \\ STRATHMORE Vol.32, Pg.129-136 \ / / \\ `\ / Sol 66 ` \ I /,/ \\ ` _ 8 FIRS \ \ / I / \ / o,. \ , 8'FIR 4TIR ,i a0 1 / \ I n TER 10'ALDER 1 \ ��0'ALD I (IN VAU T) \I III I 16 FI/g\ \ \ 0 ALDE 10�A�LDER j III I\III � III \ \ Jl \ _ _ N90 °00'00 "W 3\\ 0 \ _ 23.21 ' \ �� \ / N OI I I8"FIR\\IN 6„FIRX87IR \\\ 10„o a 0"ALDER //� \\\ I lI1 11\\ I II U7 A4"FIR �4 ,----� I ��' D 00 `'0I24 "FIR � 8,'A,L,DIkE2Rti/- 20%FIR . X� rn "FIR � WATER LINE \TtiSIR 1 �FIR = /-� j � PER AJS30"FIR v4"Fl�i —8PV0"V 3AF7 'w I 12 FIR 10 \ �' ` -422 _��.' I FIR " `\ \\ I I l0 PVC OF —'ALDER - / 024 ` 01811�q lN \ — " — — — — — — ��18 LDER "FIR \\\ I I \\�N\�� \ �O"O�� T — -- - 10 PVC OF- / a� 4�'// 8'AL1WR a �\ 4 )K 2'ALD R I \ / I 2 ,.42 422 _ I \\ N\ N 36FIR/ V ZS'yl f UI 2" KETER 2" DER �I8FIR X"i TIR, (IN VAULT)0"FIR I DER I I 3 ti� \ �IS"FIR_/ _--- ILL \\, WATER .� 112" ADS 24 c IE=418.83 24"FIR TANK >420 rAZ'CEDAR 1 "FIR 0/ \' d\------ \ / ZI t20"FIR �12'ALDER I `\ - a - \ WATER 0 8 DI \N \ TANK / ti _ 3 \ 1 _ _ c II I 1 111 I 2 DAR �..o moo, ..o / oO \ \ / 1 1 -don _ - J n `\ I I _ _ cP- - II 1 m , _ II 24"CEDAR 24"FIR 10PVC OF \\ \\ /f •N\ b / - -de - � din _ _ ; \ r r o -I- UGP i II 1 �J 10 "FIR DING -don - - - ? �� — — � •-� / �� I 1 1 �I 24"FIR \ t EVIL \I ---\ / don \ �' --- I O 10"FIR \ \\ ELo420.7 I\---- — — — 420 LINE \don \\- Q 1 �'' ---� \ I' 1\ j 3 j \\ 1 \ �40"CEDAR \ \ �_ — — 18"FIR \ \ �� \ ��' I 1 / �� ' I \ ` '------ 419--- \ do PER APS a y \\\��'' ` \ 18`1 EDAR \\\ \ /� n _ d'9n ABANDONED ? �' \ I Mc, I // / \ I \ I — \ \ / S \ \ \ ( l-� I I \ 'I l N_ I I I II I _ - o"w Pvc - I \ _ \ 19 1 4 li l I /� /POWER II\\�/��B2 „FIRS \ A I I I I LI I e 11 �`1 480/277-V 3-P \/2"FIR �\�FIR / VAULT I I i 4, 1 t - 1 I 0 OPEN SPACE \ STRATHMORE Vol.32, 20 \din din TRANSFORMER `\ A2 — nl�\ 1�1 - - -1o„w pvc - Ii i i i \ ,,- ✓ \ ��N\ I \ \ �x0" W pvc / 12" ADS 1 II II \\ I I I )\2 f4R - J E = 41118.241 II \��' GENERATOR C0 A6„FIR 1oIw ,I / 6 ETEN VA COMPOUND �\\ \I III 1 I I I I \I �� Ile �� 4j ` MR IULT - G / ��I i • -�,\ v III i II I I \ \\ /36"FIR 1 \ 1 \ \ \ MAINTAIN EXISTING GRAVEL ROAD FOR Pg.129-136 ` `040"CEDAR CONSTRUCTION SURFACE. EXPAND GRAVEL ROAD NNNTO ALL CONSTRUCTION AREAS TO MAINTAIN ACCEPTABLE WORKING SURFACE INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION PARKING �? AREA, TRUCK HAUL ROUTES, AND AREAS / AROUND PROPOSED BUILDING. / I / I / / PARCEL A I 201512020024 / I / I / I / I 03 N / 3 Pvc - - - - —\ w �c - ' �\ \� �0'AL R /�� w I-. �F' P — \11o"W PV _ �, 1P p `� \ \\ III 1 11 I ` O\ / ti ' I 1 I on, \ 11 ? 1 jl 1 N �a 11 \\ \ °30 I II II 1, d Imo-. 11 I 132 11 III11 I tp 11 \ CDI� I I I I 1, \ PROPERTY ? I� III 11j1 III III III I II 111 \ LINE 30 I 1 PSI I ' 11 1 :D P F•+� J 1 I 3� I o I I � I NII II II II I I I I \\ II IIID III II II II � I II � 1 `; 1 1 1 I \ PARCEL A I II II CD PARCEL B \ 201512020024 III II II `� II iyl 200512300304 `\ 11 i i 1, `\ j C) II �\ =o I\\ I I 11 I \\\ I co PLAN I ,1 I l y \ --D I `\ SCALE: 1"=20' NOTICE CLB ��ICT CU�r 0 1 1 DESIGNED EJJ x, DRAWN W IF THIS BAR DOES p' NOT MEASURE 1" EKS a THEN DRAWING IS CHECKED G1�sT NOT TO SCALE SSIDNAL �lyCs consor RCHARD. CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT EROSION CONTROL NOTES: 1. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT THE MIGRATION OF SILT AND DEBRIS. EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE IN COMPLIANCE WITH THESE CONTRACT DOCUMENTS AND WITH THE CITY OF PORT ORCHARD STORMWATER MANUAL. 2. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION AND SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL CLEARING AND/OR CONSTRUCTION IS COMPLETED. PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL AND THE POTENTIAL FOR EROSION HAS PASSED. STANDARD NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. LEGEND TREE PROTECTION, SEE DET 3, SHT ESC-2 TREE TO BE REMOVED TEMPORARY CONSTRUCTION ENTRANCE, SEE DET 2, SHT ESC-2 n n HIGH VISIBILITY SILT FENCE, SEE DET 1, SHT ESC-2 ESC PLANS AND NOTES SHEET ESC-1 6 of 69 ME NO. I DATE I BY I REVISION PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: APRIL 2023 u V7 J 0 M N r) Z) 0 u 0 w ry Q a M ,--1 M N 0 N M M N V7 w 0 -0 u w rn M 00 N i 0 N a� a� 0 Q u i N C E C E Q a� L u L 0 L O a 0 M 00 N 0 N V) U 0 L Q N .. FILTER FABRIC A MATERIAL MIRAFI WIRE RINGS 2"x2"x14 GAUGE WELDED WIRE 100X OR EQ (TYP) FABRIC OR EQ v z M X , \ POSTS II II II II 00 II 6OC I I A II II u u u u ELEVATION NEWLY GRADED OR DISTURBED SIDE SLOPE BACKFI CO M PA SECTION A -A NnTFS- 1. BURY BOTTOM OF FILTER FABRIC 12" VERTICALLY BELOW FINISHED GRADE 2. 2"x 2" FIR, PINE OR STEEL FENCE POSTS 3. STITCHED LOOPS TO BE INSTALLED DOWNHILL SIDE OF SLOPE 4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH 5. LOCATE SILT FENCING AND SECURITY FENCING IMMEDIATELY NEXT TO ONE ANOTHER TO THE MAXIMUM EXTENT PRACTICAL, AT CONTRACTORS DISCRETION, AND CONTINGENT UPON APPROVAL BY OWNER, SILT AND SECURITY FENCING MAY BE COMBINED INTO A COMMON FENCE HIGH VISIBILITY SILT FENCE SCALE : NTS NOTICE CLB ��ZCT Ctj� 0 1 1 DESIGNED �� °v EJJ DRAWN W I IF THIS BAR DOES NOT MEASURE 1 EKS At THEN DRAWING IS CHECKED NOT TO SCALE SSIONAL ECG REVISION GQPJG �� p 0- RADIUS = 30' MIN — FILTER FABRIC UNDER QUARRY SPALLS 4" - 8" QUARRY SPALLS PLACE TOP AT SUBGRADE IF POSSIBLE SUBGRADE REINFORCEMENT GEOTEXTILE REQUIRED DEPTH 12" MIN LENGTH = MIN 100 FEET TEMP CONSTRUCTION ENTRANCE SCALE : NTS consor O RCHARD CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT TREE SCALE: N- 81 5-FOOT TALL METAL FENCING SECURED TO 11/2-INCH DIAMETER STEEL OR ALUMINUM POSTS PLACED NO FURTHER THAN 8-FEET ON CENTER AND SHALL BE INSTALLED AT THE EDGE OF THE TREE PROTECTION ZONE PRIOR TO ANY CONSTRUCTION ACTIVITIES ON SITE PROTE ION r 3 ESC- E SC DETAILS PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN' DATE: SHEET ESC-2 APRIL 2023 7 Of 69 0 MUIRFIELD PHASE 1 \ \ VOI.35, Pg. 74-79 HORIZONTAL DATUM: U N V) V) 0 M N 0 O U 0 Lu ry Q a N M N 0 N M \ M 0) U rn M 00 N 0 N Q) N V7 Q N c a� C a) Q a� L co U L O 0 a 0 M 00 N 0 N U N L Q �I N i \ OPEN SPACE / STRATHMORE Vol.32, / \ \ 70 Pg.129-136 / \ /\"00 \ \ \ 69030"CEDAli s? � \ M 0 0 M 7 \ �� \ 4 1 \ / 12"FIR \\ '0 \J\ \ \ G7 \ / / \ \ / V24 "CEDA \ / \ 24 ' EDAR o„B \ �I8'ALDER � �J \ / " 018FIR 1 20' R EDAO 1 \I \ I / 1r �24"FIR 420 a \ I STRATHMORE V I. 2 o 3 , \ \ Pg.129-136 66 \ / I / \ �18"FIR/ 420 1 I I / Zo" \ I I � / I / 1$"FIR 14"FIR / �O � G, I / //\ ETER 10'ALDER 010'ALDER C \ (IN VAU T) \ \ / \ 16"FII� • • 10'ALDE 10'ALDER 421 I I I I I I / \ \� N90 °00'00 "W \ �`�1. �<)� 23.21 ' 012'ALD\ERl 018"FIR / / M M4"FIR a8"FIR i�a 10"ALDER I U) �g Q / — — I / / /�'L 1II \ I 0 \\��/ / \ � � 23, — _ � � / I I � I � J � � \ \ I � -�2�' EXISTING OVERFLOW LINE W 24 "FIR l 20'IFIR \ \ \� - L� I / $ ti J \ \ 018"ALDER CONNECTS TO BUBBLE -UP I -f rn I - - 4a- - �14 "FIR /i i 7j I� I C I I ti / 024TIR i \ WATERLINE CATCH BASIN. LOCATION �I G) Cif I �0030"FIR f- � - " _:W 14"FlR- ^ �}( �� Q I PER AOS ti00 �24"FIR �R —8°PVC W-- 8 PVC W— I UNKNOWN. CONTRACTOR Z II t 03D Ir- _ _ Z'FZR Za'cE� TO FIELD VERIFY. I \ I 1 422 .10 PVC OF- / I V \ J 42 ALDER - i \Q) —10"PVC OF012'ALDER 024"FIR \ \ I / / I8" LDERD I I 42 \ 18"F \\ \ ,y0"QS �- I / Z8'A R A� \ —422— 1p L I 2" METER 012'ALDER I G) I \ 30 "FIR8"EIq�.,48TIR / \ \� % I ( Qf I I N U LT / I I -0 1 = \ DEI ;L v ,Q"cra A'l, / \ I �_ 2 I o I I till/ \ � � �0 / _ _ ter« I \, U WA I LR > a -. • 24 "FIR - 0 ) TANK I C7 / 420 24"FIR U, / o J ` 12"CEDAR 1 „FIR tiQ I a, \� -�/ i� \�- I pr22 I O 020"FIR 012"ALDER - i W \ WATER / / / \ / o DAR � VD1 _ TANK /ti _ I peoa �anea0 — / — — — 010"FIR 24'CEDAR 24"FIR -10"PVC OFF J OS I \J I / dJn - - ? 6UI�D1N4 \ / \ I /J N �d� �t --N o I 1o"FrR %18VEDAR 24'FIR \EL=420.' 420 LINE11 040"CEDAR'FIRPERAP\ „FIR —don (ABANDONED I / ��18"FIR I I J 0 036"C d.� 480/277-V 3-P o- \ \ 1�;12"FIR �� \ \ ✓ \ 32 "FIR I 24 "FI / 30 "FIR \ �12jFI� / 20 � TRANSFORMER t� \ g� F/Rj. J �\ \GENERATOR\/ I w PVC N 41 \ O �/% \ \ \ 36"FIR LO / \ 6" COMPOUND /�dcJ 419, \ METER IN VAULT �1 C r Q \ \ 036"FIR %� � � � i � \ ��, I OPEN SPACE \ \ \ \ \\ I \ �— — — W C — — \ , \�0„W�4C� \ \ 10'ALDER STRATHMORE Vo1.32, I \ 419 — — 10" Pg.129 136 \ �40"CEDAR I \ 4 cp I\ / I / PARCEL A 201512020024 / I i \ I 030 I\ II \ 1 NOTICE I rI a 0 X2 1 UCJ1l�IVCU EJJ DRAWN IF THIS BAR DOES NOT MEASURE 1" EKS THEN DRAWING IS CHECKED NOT TO SCALE 3 PROPERTY / LINE PARCEL B 200512300304 )� pF WAS\ sir 4e�l `Z 4E±5Z Q :G S T�91tS4�V SSIONAL ECG `� �Zt Z. PLAN SCALE: 1"=20' \ consor PARCEL A 201512020024 I I I 12" ADS IE=418.83 I I I I I I � I a \ I C7 WASHINGTON STATE COORDINATE SYSTEM , NORTH ZONE NAD83(11), US FEET UTILIZING RTK GPS FIELD PROCEDURES CONTOUR INTERVAL: ONE(1) FOOT CONTOURS VERTICAL DATUM: NORTH AMERICAN DATUM 1988 (NAVD88), US FEET. AS PRESCRIBED BY KITSAP COUNTY UNDERGROUND UTILITIES NOTE: THE LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND HAVE BEEN LOCATED FROM VISIBLE EVIDENCE AND PAINT MARKS BY APPLIED PROFESSIONAL SERVICES, INC. AND THE CITY OF PORT ORCHARD. AES CONSULTANTS AND MURRAYSMITH AND ASSOCIATES MAKE NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION SHOWN OR COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE LOCATION OF CRITICAL UNDERGROUND UTILITIES SHOULD BE EXPOSED AND VERIFIED PRIOR TO \ CONSTRUCTION. PLEASE NOTIFY ONE CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. I � i I I I �n C7 _ UGP 1011W / /POWER ! I I I I I P\10 — VAULT I L G Pv 12" Ays Il j \\ I -IE 4Y.241 I \ \ I I\ \ II a I I I Z / I u rn � o I II I I I I� I I III I�co,I I II�II IIIII�I� VI I II �I I II I I I I I I c� I I II I I 113po 3a I I COCI I I I I I 0- l I oG I I I Ill l O0 III I I� III III I I o II I o.l III I � I I ICI II y\ II I cc) I I CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREIN IS THE RESULT OF A TOPOGRAPHIC SURVEY BY AES CONSULTANTS, INC (AES) COMPLETED IN JUNE 2020. AES ASSUMES NO LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE PERMITER OF THIS SURVEY. CONTACT AES (360) 692-6400 FOR SITE UPDATES AND VERIFICATIONS. NOTE. PROPERTY LINES HEREIN GENERATED FROM KITSAP GIS RECORDS AND ARE CONSIDERED APPROXIMATE IN LOCATION. I `V' O 1 � 1 II ro I I II I\ h I \ d� \\ I BUBBLE -UP CATCH BASIN FROM \ CLEARWELL OVERFLOWS EXISTING SITE CONDITIONS AND SURVEY SHEET C-1 ON NO.I DATE I BY I REVISION PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 U N V) V) O rri N 0 O U 6 Q a N M N O N M M N -0 U M 00 N O N Q) N V7 i Q N c C a) Q a� L r� U L O 0 a O M 00 N O N V) U 0 L Q �I N ON \ o MUIRFIELD PHASE 1 �C \ VOI.35, Pg. 74-79 \ OPEN SPACE / STRATHMORE Vo1.32, / \ \ 70 Pg.129-136 \ 16 R =1 00.00' /314 _ — CIA \ S0pp0 \\ \\ o \ \ \ 68\\ o \ \ 67 \ / ri- 420 4 \ I STRATHMORE Vo1.32,\ \ \ Pg.129-136 \ / i\ WELL 2 \� 1 \ 66 LEAVE IN SERVICE UNTIL NEW WELL �� / � O TER \ AND PUMP SATATION ARE IN IN VAU l ( ) _ - I I\ I (!) \ OPERATION, THEN ABANDON. \ \ - 421 I I / -I \ / \ I II \ _ N90000'00"w R��. 4 23.21 �� \� I - 5 CF 0 I \ � I1 1 I to \ (IV1 \\\/__ 1 g 10 \\ �I o I�I \ I WATER/ LINE EXISTING 10 OVERFLOW I I \ I Lr) — 8"PV I' r f I� /\ �`� PER AF�S PIPE EXTENDS SOUTH. lZ PVC W C W ( /� LOCATION UNKNOWN. i I 2 - / 6 / \�/ 3 CONTRACTOR TO FIELD I \10 PVC OF- \ 1� LOCATE.- j\0 I I lAk --�---422 � 'to, u- WELL 11 1 2" 'METER I 1 Imo I �/ \ \ I 10 0 1 (IN ULT) -421� \ I I I WATER S I © a \ �\ 420 I 12" ADS 0 $ TANK / 1 ` \ \ / IE=418.83 4 / 20 u / 8 I 7 \ 112 I I 2 o/ a WELL 10 ��2 �� _I_ , I 13 nFMnl TTTnl\l VF=V nlnTFQ O CUT AND REMOVE APPROX. 8' OF EXISTING 8" WATER PIPE FROM WELL 3. INSTALL NEW 8" WATER PIPE AND VAULT AS SHOWN ON SHT C-4. (�) DEMO EXIST PUMP HOUSE O3 ABANDON YARD PIPING FROM EXISTING WELLS 1 AND 2 ONCE THE NEW WELL AND PUMP STATION ARE IN SERVICE. PLUG AND CAP ENDS OF PIPES WITH 2' MIN. CONCRETE O ABANDON EXIST METER VAULT. SALVAGE 3" METER AND (3) 6" GATE VALVES TO OWNER O CAP AND DECOMMISSION EXIST WELLS 1 AND 2 PER WAC 173-160-381 ONCE THE NEW WELL AND PUMP STATION ARE IN SERVICE O6 REMOVE EXISTING 10" OVERFLOW PIPE AND INSTALL NEW OVERFLOW PIPE, AS SHOWN ON SHT C-4, PRIOR TO PREPARING SOIL FOR PAVEMENT AND BUILDING FOUNDATION O7 ABANDON EXIST METER VAULT SALVAGE 2 METER, (3) 4 GATE VALVES TO OWNER O CLEAN BLAST AND COAT INTERIOR AND EXTERIOR OF EXISTING TANKS. REPLACE ACCESS HATCHES, MECHANICAL FLOATS, VENTS AND TRANSDUCERS. O REMOVE EXIST GENSET AND DEMOLISH EXIST GENERATOR PAD, SALVAGE GENSET TO OWNER 10 REMOVE EXISTING 10" WATER PIPE AND INSTALL NEW WATER PIPE, AS SHOWN ON SHT C-4, PRIOR TO PREPARING SOIL FOR PAVEMENT AND BUILDING FOUNDATION. 11 RELOCATE EXISTING LIGHT POLE NEAR ACCESS ROAD, TO THE NORTHEAST, AS SHOWN ON SHEET C-3, PRIOR TO PREPARING I SOIL FOR PAVEMENT. I� 12 REMOVE EXISTING GATE AND INSTALL NEW 20' WIDE GATE AS SHOWN ON SHEET C-3. ADJUST EXISTING FENCE AS NEEDED. 13 REMOVE EXISTING 12" CULVERT PIPE AND INSTALL NEW 12" DI o CULVERT PIPE AS SHOWN ON SHEET C-3. - N I o , - � ,-� „DZ W AN K WATER / ti i �\ peoi IaneaO / I D \ � fi—don — — — — 420 - —1PVC OF I — dD UGP -d�� — _ I 1 \damrN o ^� f �/ 4 0. — 420/ \ \ L �= LINE I \ i 419 — \ \ PER APS \ \� \% \ \ , Q din 1� � (ABANDONED = � � v 10"W \ I 480/277-V 3-P WELL 3 \\ — 4)0 \ \/ / TRANSFORMER N 6" COMPOUND \ a s \ I 0 C 419, METER IN VAULT OPEN SPACE \ \\ 'I \\ VC � /�Op• STRATHMORE Vo1.32, Pg.129-136 \ o \ cp I / I / I PARCEL B 7 PARCEL A 200512300304 201512020024 / PLAN / I SCALE: 1 =20 NOTICE CLB ��ZCT Ctj� 0 i 1 DESIGNED °V WAs�5'r�� X2 EJJ r4 , DRAWN W IF THIS BAR DOES NOT MEASURE 1" EKS,4 THEN DRAWING IS CHECKED �.��FGr�sT�oi�ww NOT TO SCALE SSI�NAL ECG NO. DATE BY REVISION 4 2tf��3 2 PROPERTY LINE consor PARCEL A 201512020024 POWER I I / I II I- 1 \i I VAULT v Pc 12" q,YS --IE18.241 I \ I \ I I\ 0 I I \ \ a I I II I I vv� II II II �v N /i A \ o 1111 alNJ III I I'1 I II PSI II II VI I III III1110I'n �I I II II 1 1 1 I I I I I 301' I I 3: oo I II 11 a� I I I a I I I I �L9 3;I II I� III III I I o I CL I I I \ 0I 1 I I I I L9 I u a I I I 1~ 111 1 1 \\ L 1 h1 I co oI CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT n 1 /-\ T r rl . 1. ALL EXISTING WELLS, WATERLINES, PUMP STATION AND BOOSTER PUMPS, WATER STORAGE TANKS AND GENERATOR MUST REMAIN IN OPERATION UNTIL NEW FACILITIES ARE ACCEPTED BY THE CITY ARE IN OPERATION. 2. SEE SHT G-4 AND SPECIFICATION SECTION 01 12 16 - WORK SEQUENCE FOR CONSTRUCTION SEQUENCING NOTES. 3. SEE SHT ESC-1 FOR TREE REMOVAL AND TREE PROTECTION DETAILS. x x x REMOVE ABANDON REMOVE STRUCTURE SITE DEMOLITION PLAN PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN' DATE: APRIL 2023 SHEET C-2 9 of 69 U a)I U) J V) O cYi N 0 O U 0 w Q a n N M N O N M M M 0) 70 U rn M 00 N 0 N V) a) a� / Q i N C a� C a) Q a� U L O 0 a O fM co N / O N / U L Q 4-JI / \ o rs. \ / M \ \ 70 \ M \ \ N / p00 / \ \ \ / \ Cl '160 \ 69 / / \ 4 A \ 68 \ c'� \ 10 \ 67 14 / 13 �0'� � \ 20-1Irlv \ \ I \ 66 \ / / - 4�() PROPOSED BIOSWALE FOR \ STORMWATER QUALITY / \ HEAT PUMP / / �1� \ \ AND FLOW CONTROL �\ - \ / UNIT AND PAD N o \ \ SEE DETAIL 1/C-7 I I1� Ln \ \ \ / ( 12 4cl / -- N90000'00"W 23.21 ° 2 1 1- _ ,tip i \ NEW 32 LF 8"DI I I�I \� I tK M \ / SD CULVERT PIPE M I \III I / ^ I 1 U) \ / � THICKENED ASPHALT 11 10 \ \ \ PAVEMENT EDGE, 4�3, - _ I 1 \ 0� ASPHALT PAVEMENT w I \ 7o / \ SEE DET 2, SHT C-3��' -42� S \I I I I 0 SEE DET 3, SHT C- 7 I o/o � \ \ � % 8 D I S D I _ 8" D I S D (1) o/o F E�-' \ \ \ / I E = 419.50 Z I °� I = lZ 2 F IE 418.86 BEGIN SWALE / J I �� I \ - z _ ,,6 12 DI SD \ EL=421.33 \\�z / 13 R82' 47'-3" d I � I IE=418.68 I SIDE SLOPE VAR \ ° ROLL -UP O I \ 16 z 1 421 \ � WITH 3:1 MAX DOOR �o 421 NEW 12 DI SD - - \ - -422 �\ \= I _ _ � / CULVERT PIPE / R10 ROAD CENTERLINE : °/ 2 O C O o 4 -421/ CLEARWELL S 2 0 ,�2� 0 LONGITUDINAL SLOPE 420 \) A 1 (� ° / o\° FROM EX ROAD SURFACE 20 21 I - ry p I co 00 \ \� // CLEARWELL o� f---- B v� / 10-0I CD I P I I 19 �, 22 18 N I R10' I I 8 / o - NEW GATE, ,� I I 10/0 - SEE DET 5 & - - 8 -0 I I \ -419 - - \\ \\ 24 5 / 6, SHT C-g i �� I /$ 4�-0�� 1 1 / \ \ \ \ \� \✓ / / / �19 \ \ \ I 961 / / I I 4' MATCH EXIST ROAD \ 4 7 \� \ \g / �� / I I I \ GRADE UNTIL ABOVE p 410 25 26 \� ��, I i \ / I I II 1 TOP OF CULVERT I w1 \\ �ti 6 �\ BOLLARD (TYP OF 3) 5 FLOW LINE 1041 @ I \ 1 II \ I\ LOCATE 3' OFF OF BLDG, 3 12"DI SD I \ , � g18 1% SIDE SLP VARIES IE-418.24 A �, 1 SEE DET 6, SHT C-7 GENSET AND , s I - \ \� I I 1 O 419,1 PAD 17'-8"x8'-2" 1 \ I � � \ � 03 0 � \ / � 1 I \� 1 I 8 TRANSITION 0% I I II I I co I I I SLOPE TO 2% CROSS GRADE ABOUT C/L O'D I I / \ 8 TRANSITION EXIST ROAD III 11 I I I \ GRADE TO 0% CROSS I I I GRADE ABOUT C/L I II I II \ II I cb 1 \ PLAN I I ' 11 II � '1 I / I SCALE: 1"=20' \ �'\ III ►\ \ \\ 1 1 0 %z 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE NOTICE AL4TOg cLB ��gc AcU� _ORCHARD ff � u_ x 4Ef36Y � ��ISTER�9 l SSI�NAL ZS4'� �2ra_Z� n consor CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT NOTES: 1. SLOPE NEW PAVEMENT AREAS MIN 2% AWAY FROM BUILDING AND GENERATOR PAD 2. FIRE LANES SHALL BE MARKED AS "FIRE LANE - NO PARKING" IN ACCORDANCE WITH PORT ORCHARD MUNICIPAL CODE 10.60 GRADING CONTROL POINTS PT NO. DESCRIPTION ELEVATION NORTHING EASTING 1 PUMP STATION CORNER GRADE, SW 422.00 189611.21 1182623.57 2 PUMP STATION CORNER GRADE, SE 422.00 189628.88 1182689.24 3 GENSET PAD CORNER, NW 421.33 189647.17 1182574.37 4 GENSET PAD CORNER, SW 421.15 189630.10 1182578.93 5 PAVEMENT EDGE 421.05 189632.21 1182586.82 6 PAVEMENT EDGE 421.23 189649.28 1182582.26 7 PAVEMENT EDGE 421.23 189658.88 1182584.85 8 PAVEMENT FLOW LINE 421.13 189650.77 1182587.04 9 PAVEMENT EDGE 421.73 189666.73 1182608.63 10 PAVEMENT EDGE 421.73 189684.40 1182674.30 11 SWALE FLOW LINE 420.33 189689.11 1182672.84 12 PAVEMENT EDGE 421.40 189682.54 1182705.87 13 SWALE FLOW LINE 419.33 189676.07 1182720.86 14 PAVEMENT EDGE 421.40 189636.67 1182718.21 15 PAVEMENT EDGE 421.57 189609.56 1182694.45 16 PAVEMENT EDGE 420.19 189574.79 1182633.53 17 PAVEMENT EDGE 420.67 189593.69 1182597.17 18 PAVEMENT FLOW LINE 420.57 189594.04 1182602.30 19 VAULT CORNER, NW 420.93 189610.16 1182601.79 20 VAULT CORNER, NE 421.39 189612.42 1182610.14 21 VAULT CORNER, SE 421.32 189605.99 1182611.89 22 VAULT CORNER, SW 420.86 189603.71 1182603.52 23 DRIVEWAY EDGE CENTERLINE 420.20 189482.81 1182610.76 24 PAVEMENT EDGE 420.96 189622.56 1182589.45 25 PAVEMENT EDGE 421.26 189618.66 1182574.97 26 PAVEMENT EDGE 420.97 189604.18 1182578.86 PAVING, GRADING AND DRAINAGE PLAN SHEET C-3 10 of 69 NO. I DATE I BY I REVISION PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 U a)I U) J V) 0 cYi N 0 O U 0 Lu Q a N N M N 0 N M M 0 70 U rn M 00 N O N Q) a� / Q i N c a� C a) Q a� L U L O 0 a 0 fM co N / 0 N U 0 L Q 4-JI / 1#3 N90 °00'00 "W 23.21 ' 10:1 HEAT PUMP UNITS AND PADS 3 WELL 3 PIPING VAU LT 2 F. 4 I _ 8"PVC W 8 "PVCW_ 5 �J- -- ---- ` 10 pVC OF ° i ZqA o 49 UL o GL o I 14 CLEARWELL B aon _ _ R N 0 0 o 21 I � a I � I I G � n v, U1 AIR GAP FOR BACKWASH PIPE (D 22 DISCHARGE PER DET 1, SHT C-10 WALL PENETRATION PER DET 7, SHT C-7 4"PVC SS TO CLEARWELLS 23 ° D 617 8 l v � 16 Of 10 Pv C - _don - 13 UGP_ _ \ 15 2„DI \N �\do 1 - -- - _don 10 I TO PS d� \ o d�� SUCTION n m I _'d PROP GENSET AND PAD I \dcJ c I I --10"WPVC -- 10"W P NO. I DATE I BY I REVISION - '10"W P J WELL 2 TO CLEARWELLS 1 ■ SEE SHEETS C-5 AND C-6 FOR SANITARY SEWER PLAN AND PROFILE DETAILS den CONNECT TO EXISTING 10" OVERFLOW PIPE. LOCATION UNKNOWN. CONTRACTOR T FIELD LOCATE. I I PIPING KEY NOTES: I I O N 189607.20,E 1182684.48 I 1-10" DI 900 BEND, MJ RESTR 1-TB, SEE DET 2 &3, SHT C-10 ��o I CONNECT TO EXIST 10" DI WATER PIPE FROM WELL 2 II I COORDINATE W/ CITY PRIOR TO CONNECTING a I O2 N189624.441 E1182705.45 I G) 1-10" DI 900 BEND, MJ RESTR 1-10" DI 22.50 BEND, MJ RESTR I 2-TB I I I I O3 N 189678.89, E 1182691.04 I 1-10" DI 900 BEND, MJ RESTR 1-TB I 4O N189669.611 E1182656.29 I 1-10 GV, MJ 1-10" DI TEE, MJ RESTR I 1-TB M CONNECT TO EXIST 10" DI L WATER PIPE TO CLEARWELLS w I COORDINATE W/ CITY PRIOR TO 0 I CONNECTING of rn I I (5� N189666.94, E1182646.27 z 7 a I 1-10"x8" DI RDCR, MJ RESTR 1-8" GV, MJ pG CONNECT NEW WELL 11 PIPE TO 10" DI TEE TO CLEARWELLS I I CUT AND CAP WELL 2 PIPE ONCE NEW LINE IN OPERATION O6 N189656.521 E1182607.22 1-8" DI 900 BEND, MJ RESTR c - 1-TB II O7 N 189633.41, E 1182613.45 1-8" DI BEND, MJ RESTR 1-TB O8 N189613.00, E1182622.54 1-NON-FREEZE WALL HYDRANT I I �jI O9 N 189682.15, E 1182638.62 a P FURNISH & INSTALL: 1-10" SDR 35 900 BEND 1-10 SDR 35 11.250 BEND CONNECT TO EXISTING 10" PVC OVERFLOW PIPE � I 10 N189655.82, E1182593.09 I 1-10" SDR 35 900 BEND r' - -don - - - - -don _ d� 11 N189606.93, E1182602.64 n 1 10 CH KV 1-CONC VAULT PER DET 5, 8., SS \ SHT C-12 12 N189593.811 E1182609.62 1-5' DIA DECHLORINATION MANHOLE PER DET 1, SHT C-11 O CONNECT TO EXISTING 10" PVC OVERFLOW PIPE 13 N189715.32, E1182599.60 1-12"x8" DI TEE, MJ RESTR 1-12" GV, MJ 1-TB CONNECT TO EXIST 8" DI WATER PIPE FROM CLEARWELLS 14 N 189697.32, E 1182604.44 1-12" DI 900 BEND, MJ RESTR 15 N 189692.70, E 1182587.34 1-12" DI 900 BEND, MJ RESTR 16 N189647.531 E1182599.49 1-12" DI 900 BEND, MJ RESTR 17 N 189638.89, E 1182614.21 1-10"x8" DI RDCR, MJ RESTR 18 N189630.191 E1182581.87 1-10" DI 450 BEND, MJ RESTR 1-TB 19 N189650.37, E1182546.92 1-10" DI 22.50 BEND, MJ RESTR 1-TB 20 N189651.44, E1182539.22 1-10 DI TEE, MJ RESTR 3-10" GV, MJ 1-TB CONNECT TO EXISTING 10" WATER MAIN TO DISTRIBUTION CUT AND CAP PIPE FROM EXISTING PS ONCE NEW LINE IN OPERATION 21 N 189619.32, E 1182676.67 1-4 SCH 40 PVC 900 BEND 22 N189609.511 E1182640.25 1-4' DIA CONCRETE MANHOLE W/ AIR GAP PER DET 1, SHT C-10 23 N189606.075, E1182627.45 1-4 SCH 40 PVC 900 BEND 24 N189708.09, E1182657.43 1-CONC VAULT PER DET 41 SHT C-12 CONNECT TO EXISTING 8" DI WATER PIPE FROM WELL 3 / I / I � NOTES: I 0 W pvC 1. ALL PRESSURIZED WATER PIPELINES SHALL BE FULLY RESTRAINED. INCLUDE / 0 _ _ _ - 1 „ I RESTRAINED MECHANICAL JOINTS AT ALL PIPE CONNECTIONS AND FITTINGS, AND \ 10 pvC a I INSTALL THRUST BLOCKING AT ALL BENDS, PER TABLE 1 ON SHEET C-6. TO DISTRIBUTION - � � 2. CONTRACTOR SHALL PROTECT EXISTING WATER MAIN EXCEPT WHERE THE PLANS SYSTEM \ 0„w pvC F- CALL FOR ABANDONMENT. 3. SLOPE 10" PVC OVERFLOW AT A CONSTANT GRADE BETWEEN EXISTING CONNECTION POINTS. 4. SEE DET 1, SHT C-8 FOR WATER MAIN TRENCH DETAILS. CONNECT BOOSTER \ 5. VALVE BOXES SHALL BE INSTALLED ON ALL BURIED VALVES PER DET 3 & 4, SHT C-9. DISCHARGE TO „W p�G \ 6. ALL EXISTING WELLS, WATERLINES, PUMP STATION AND BOOSTER PUMPS, WATER 19 EXIST WATER MAIN - 1� '\ STORAGE TANKS, AND GENERATOR MUST REMAIN IN OPERATION UNTIL NEW pvC \ FACILITIES ARE ACCEPTED BY THE CITY AND ARE IN OPERATION. \ W pvC = \ (3 C3 7. CONTRACTOR TO MAINTAIN MINIMUM CLEARANCE OF 18" BETWEEN CROSSING 10 PIPES. PLAN 3ti2 SCALE: 1"=10' NOTICE CLB �ICTCU� WAS�5'j,� 0 1 1 DESIGNED ��ti�°V 2 EJJ w x DRAWN W P' At IF THIS BAR DOES NOT MEASURE 1" EKS a z �EGISTER�91ZS4� THEN DRAWING IS CHECKED 0+�� ssI�NAL NOT TO SCALE ECG consor �RCHARD ® SHEET OR CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT YARD PIPING PLAN PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 C-4 11 of 69 NOTES: U a� U) O ri N 0 O J U w w Q r, a 00 N N M N O N M M Lf1 i U Sri U Q rn M 00 N i O N i a� a� 0 U N a� E C Q a� L r� U L O L 0 a- O of M 00 N O N i V) U N L Q �I N ON R/ W ��—_— — — UGP— — — — UGP— — — — — U� _— F — aS — — — — dS T _—T--TT— �� d i 420 GP- 1\ GS >- — — _ _ _ _ — — -- ---419--� —� T UGP — — \ \ \ \ — — ; — — G_ — — G— = GP G= _ \ \4l8\ T — _ UGP : ` G—UGC - - G— \ \ Painted Cente e inA2+00 -SS_ 8„SS _ _ �� \UGP — — — 10" PIVGD — — — / R�� p \ \� \UGP ��\� 4 16�`�\ — — 10 WPVC�p R/W — —10"WPVC _ _ 0"W PvcU r- �� =_ — LPG _ 1 -------416 oQ RF►�S o O 6\ pia o 14, I I �k II R91111 425 e] 415 we] 405 :IiP7 I� i jF R6 R ` _ o W pV c Oq-t oQ� STA 2+09 /W Sal/ I Rio MH (4) N 189374.78 E1182277.80 FURNISH & INSTALL: 1-48" DIA CONC MH STA 1+00 EXIST MH N 189309.54 E1182190.28 CONNECT TO EXIST MH SEE DETAIL 5/C-9 RECHANNEL MH, SEE DETAIL 1/C-9 PLAN SCALE: 1"=20' q4 Q- (0 Al STA 3+67 MH (3) � N 189435.93 E1182423.23 FURNISH & INSTALL: 1-48" DIA CONC MH 0 (n w 0 0 — — — — — — — — — — — — — — - 1 U (n w Lu W = w J w 13 LO = LF 8" PVC 158 LF 8" VC @ SLP 0.41% �� _ o _ 0 0 o U a EXIST MH MH (4) —MH (3) STA 1+00 RIM=422.37 STA 2+09 STA 3+67 EXIST IE(IN)8"(SE&SW)=409.54 RIM=419.29 RIM=417.78 IE(IN)8"(NE)=410.56 IE(IN)8"(NE)=411.10 IE(IN)8"(E)=411.84 IE(OUT)8"(SW)=411.00 IE(OUT)8"(SW)=411.74 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 NOTICE CLB ��ZCT CUB 0 1 1 DESIGNED CCU oV wasyj��j /2 EJJ w � �a WA DRAWN W IF THIS BAR DOES NOT MEASURE 1" EKS 4 THEN DRAWING IS CHECKED GISTF, NOT TO SCALE SSIGNAL 8��1 NO. DATE BY REVISION �71fzuz� PROFILE 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 SCALE: 1"=20' HORIZ, 1"=5' VERT consor OR . R91117 425 e] 415 aR 405 nog CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT 1. SEE DET 4 & 5, SHT C-7 FOR STREET RESTORATION. 2. SEE DET 2, SHT C-8 FOR SEWER TRENCH DETAILS. 3. MAINTAIN MINIMUM REQUIRED DISTANCE BETWEEN WATER LINES AND SANITARY SEWER PER DET 3, SHT C-8. 4. SEE DET 4, SHT C-8 AND DET 1 & 2, SHT C-9 FOR NEW 48" DIAMETER MANHOLES. SANITARY SEWER PLAN AND PROFILE 1 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN' DATE: APRIL 2023 SHEET C-5 12 of 69 U J O N 0 U 0 w a 00 N N M N O N M rl M U 70 Lri U c� M 00 N i O N / < U / N c a� E c a) Q a� L fu U L O L 0 a O am fM co N / O N / U L Q I / 430 425 420 415 410 405 � 1 1 CD — _ rnA /// II Q� X A7+00 - - / - UGo 420 UGP- V UGp_ p I v — UGP— _ � n NOti / / o � a s 00 > � II � N a No _ / �, / N STA 6+74 J �/ / / / o tirri _,\ �'� c _4 O ' Q \ \ N 189609.52 0 \\ / t ti E1182640.26 \�� / p2 w w o\ P 1\ \ FURNISH & INSTALL: o �' 0 2J rn� m 0 0 \w\ 1-48 DIA CONC MH Nj CAUTION: UNDERGROUND POWER o o / UGP- -T UGP—T----T---UGPT= TUGP_=— — co�T I \ �_---418—=— _ — _ UG -- -- --------------s-----_-- — — — UGP R —530�i / // — — ,� / — — — /W — i R/W-- — — UGP— _ ------ — — UGP— — — = — _ = UGP— — — _ _ _i _ i � _ U i / Ln< G �G G—mow-- —UGP— — — UGP— — — _ — _ — — — — G� — ——_-- / C' --- -- / U i - G — — G — �— — — — —dJfl — _ =dJf1 — — —dJfl — — — G = / W 8 SS N82°16'27"E 241.97' LLJ Lu 4 �8 \�1 — --co o — / / 6.5 3 ' 0of �_ ��w 9 \ �'o CAUTION: w v' - - - a-13 02 R0 U "W PVC — — — — 10"w PVC Q — — — — 10"W PVC o GAS LINE c, �o L =13 zo STANDREWS DRIVE SW \ N — — R/ W 420,38 — — — — R/W — — — STA 5+03 / MH (2) N 189460.27 E1182556.98 FURNISH & INSTALL: 1-48" DIA CONC MH J J O O n n uj J w J J O O O a- d O a R/W 3 20 o� PLAN .(.n rn � - SCALE: 1 a- a pO O O �O O F- cl� >O O p a-� - U aH U oc cn cn rLu z z cn z O XOz w-q wOU wOU w0 O/ U ---- ---_ --� —__ — — — — — — Ln Q — — — U w U7 = W u'' z w I --I w J U) 171 LF 8"PVC @ SLP 0.40% = 136 L 8"PVC @ LP=0.40% U Q MH (1) STA 6+74 RIM=421.64 MH (2) IE(IN)4"(E)=414.35 STA 5+03 IE(IN)4"(W)=414.63 RIM=419.40 IE(IN)4"(N)=415.00 IE(IN)8"(NE)=412.49 IE(IN)4"(N)=423.64, SEE NOTE 5 IE(OUT)8"(W)=412.39 IE(OUT)8"(SW)=413.18 4+00 4+20 4+40 4+60 NO. I DATE I BY I REVISION NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE 4+80 5+00 CLB DESIGNED 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT OF WASH '` y 46, At GA� S&GIS TER�9 S IONAL ECG consor O RCHARD a 430 425 420 415 410 405 CITY OF PORT ORCHARD MCCORMICK WOODS — WELL NO. 11 SITE IMPROVEMENT PROJECT NOTES: 1. SEE DET 4 & 5, SHT C-7 FOR STREET RESTORATION. 2. SEE DET 2, SHT C-8 FOR SEWER TRENCH DETAILS. 3. MAINTAIN MINIMUM REQUIRED DISTANCE BETWEEN WATER LINES AND SANITARY SEWER PER DET 3, SHT C-8. 4. SEE DET 4, SHT C-8 AND DET 1 & 2, SHT C-9 FOR NEW 48" DIAMETER MANHOLES. 5. SEE DTL 1, SHT C-10 FOR BACKWASH PIPE AIR GAP AND DEBRIS CAGE. SANITARY SEWER PLAN AND PROFILE 2 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 SHEET C-6 13 of 69 NOTES: U Q) J N O r) rill Q J O LL LL. w rn N M N 0 N M ,-H M U I M 00 N I 0 N / L Ln a i N C aC� E c a) Q (D I L U L O L 0 a I o a; M 00 N / 0 N / U 0 L a �I > w / ■■ 1.SEED BIORETENTION AREA WITH NATIVE SEED MIX "RAIN GARDEN SEED MIX" AS PRODUCED BY DIRECT SEED SALES, ISSAQUAH, WA. OR APPROVED EQUAL. 2. SLOPE SWALE 0.5% WIDTH VARIES, SEE SHT C-3 \ \&//�\\& / / / / 7/ I� /\\/\/\\7/ I///�// � // 7 3" COMPOST MULCH 18" SMMWW BIORETENTION SOIL MIRAFI 140N GEOTEXTILE T THK AASHTO GRADING NO. 4 ? DRAIN ROCK TYPICAL BIORETENTION SWALE SECTION SCALE : NTS TRENCH i EDGE OF PAVEMENT PLAN VIEW NTS SEAL ALL JOINTS PER WSDOT STD. SPEC, 9-04.2(1) EDGE OF PAVEMENT -7 ASPHALT OVERLAY FULL LANE WIDTH (TYP) CURB — TRENCH ASPHALT OVERLAY 2" GRIND AND OVERLAY FULL LANE WIDTH (TYP-] 2' EDGE OF MIN- PAVEMENT � � CUT T SEE UTILITY STANDARDS MIN. FOR TRENCH DETAILS A -A NTS PAV MENT DTH 21_011 L/\1J 111V1J /%%-IF WITH EXISTING EDGE NOTE: 1. HMA THICKENED EDGE WILL BE MEASURED FOR PAYMENT ONLY WHERE NEW THICKENED EDGE IS INSTALLED OR INSTALLED OVER AN EXISTING HMA BERM. HMA THICKENED EDG SCALE : NTS TRENCH MfN. MI . 2' MIN. ASPHALT OVERLAY FULL LANE WIDTH (TYP.] NTS NOTES' 1. THIS STANDARD APPLIES TO ALL CUTS IN ASPHALT ROADWAY. 2, GRIND/OVERLAY WITHIN SIGNAL LOOP DETECTION ZONE MAY BE EXTENDED TO INCLUDE ADDITIONAL LANES AND/OR DETECTORS 1 OVERLAY AREA MAY BE EXTENDED AT THE DISCRETION OF THE TRANSPORTATION ENGINEER TO ENCOMPASS ADJACENT STREET CUTS OR PREVIOUS RESTORATIONS. 4. ADJUST ALL UTILITY CASTINGS TO FINISHED GRADE AFTER OVERLAY AND RESTORE CHANNELIZATION AND LOOP DETECTION CURB Est IM TYPICAL STREET RESTORATION DRAWN BY DATE DS 7124l20i9 ORCHARDASPHALT OVERLAY FOR ROADWAY TRENCH RESTORATION SCALE Nrs DRAWING NUMBER 404 TYPICAL STREET RESTORATION 5 SCALE: NTS �-5C-6 NOTICE CLB 0 1 1 DESIGNED wry oP wggkt /2 BAW Hq� IF THIS BAR DOES DRAWN '✓ NOT MEASURE 1" EKS 46352 OAj THEN DRAWING IS CHECKED 'rsxsR�q�� NOT TO SCALE '��jolvq,L REVISION �w J r)=w a r) U-)w Qz zw � Y z U COMPACTED SUBGRADE PER WSDOT 2-06.3(2) HMA CLASS Y2" PERFORMANCE /^1l A r'%r r(lI I '1"1 CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3) 2 SITE PAVEMENT SECTION C-3 SCALE: NTS POST W/ DOME TOP co 6" NOM DIA GALV STL STL PIPE ASTM A-120 MIN 6" SEPARATION BETWEEN BOLLARD AND GENERATOR FOUNDATION 4 FOR CONIC ° STRENGTH, N SEE SPECS co ,--I 4 #4 REBAR, 8" LONG o ° WELDED TO PIPE ° , 4 BOTTOM ° 1-1/2" TO 3/4" DRAIN �'6u5do�� N ROCK, AGG BASE r, o00n0 .� NOTE: 1. BOLLARD SHALL BE PAINTED SAFETY YELLOW. BOLLARD r6 SCALE: NTS C-3 ORCHARD. consor EXTER CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 SITE IMPROVEMENT PROJECT ry1 M HMA CLASS Y2" PERFORMANCE GRADE 58H-22 CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9 COMPACTED SUBGRADE CRUSHED SURFACING PER WSDOT 2-06.3(2) BASE COURSE PER WSDOT 9-03.9 STREET RESTORATION SECTION SCALE : NTS SCALE : NTS CIVIL DETAILS - 1 C-6 ELASTOMERIC SEAL ELEMENT BOLT PRESSURE PLATE TERIOR CORE DRILL OR PREFORMED PENETRATION, SIZE AS REQ'D FOR CARRIER PIPE & LINK -SEAL CONIC FLOOR OR WALL 7 C-4 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN DATE: APRIL 2023 SHEET C-7 14 of 69 PLANE EX. ROADWAY AS NECESSARY, OVERLAY TO MAINTAIN EX. FREEBOARD AT CURBS. 2" GRIND AND OVERLAY SAW CUT (TYP EXTENTS PER STANDARDS SAW CUT (TYP; TOP WIDTH OF EX. A.C. PAVEMENT EX. A.C. PAVEMENT TRENCH = D + 36" 112, I SURFACE SURFACE .12" o `SEE ROADWAY STANDARDS FOR u� APPROPRIATE PAVEMENT SECTION WARNING TAPE PER SPECIFICATIONS TRENCH BACKFILL MATERIAL; N 7COMPACT TO 95% TRENCH BACKFILL MATERIAL; COMPACT TO 95% IN 6" LIFTS X ' MIN CL52 DI WATER LINE OR APPROVED EQUAL PIPE BEDDING MATERIAL O.D +24" OUNDATION STABILIZATION COMPACT TO 95% (36" MIN.) MATERIAL (AS REQUIRED) NOTES: 1) BED THE ENTIRE WIDTH OF THE TRENCH PAVEMENT 2) RESTORATION SHALL BE PER THE APPROPRIATE SECTION IN CHAPTER 6 (PAVEMENT SURFACING). 3) INSTALL TRACER WIRE PER SPECIFICATIONS Est. 1890 D, RESTORATION, TAPS AND BLOCKING B ' WATER MAIN TRENCH DRAWN BY DATE IDS 1/3112019 SCALE NTS DRAWING NUMBER 801 WATER MAIN TRENCH SCALE: NTS 0 PLANE EX. ROADWAY NECESSARY, OVERLAY TO MAINT) EX. FREEBOARD AT CURI 2" GRIND AND OVERLAY EXTENTS PER STANDARDS TOP WIDTH OF TRENCH = D + 36" 1 12"1 112" o SEE CHAPTER 6 FOR APPROPRIATE n PAVEMENT SECTION WARNING TAPE PER SPECIFICATIONS N jJff'liIiw, / "MIN PVC SEWER PIPE PIPE BEDDING MATERIAL O.D.+24" OUNDATION STABILIZATION COMPACT TO 95% (36" MIN.) MATERIAL (AS REQUIRED) NOTES: 1) BED THE ENTIRE WIDTH OF THE TRENCH PAVEMENT 2) RESTORATION SHALL BE PER THE APPROPRIATE SECTION IN CHAPTER 6 (PAVEMENT SURFACING). f J Est 1890 r D - TRENCHES AND PIPE CONNECTIONS A SEWER TRENCH DETAILS DRAWN BY IDS DATE 1123/2019 SCALE NTS DRAWING NUMBER 900 20'-0" SEWER TRENCH 2 SCALE: NTS C-5 C-6 STRETCHER BAR TRUSS ROD io u LOCK ASSY CHAIN LINK FABRIC FABRIC BANDLu X o 12" ROUND < O NT 3000 PSI MIN SECTION 28-DAY STRENGTH M w CONIC FTG (TYP) cn NOTE: 1. THE SECURITY GATE SHALL BE CUSTOM FABRICATED TO FIT THE SLOPE OF THE DRIVEWAY. THE CLEARANCE BETWEEN THE BOTTOM RAIL AND THE DRIVEWAY SHALL NOT EXCEED 3 INCHES. SWING GATE 5 SCALE: 3/8"=V-0" �-3 TOP HINGE (1800 SWING) GATE POST GATE FRAME BOTTOM HINGE (1800 SWING) SYMMETRICAL ABOUT CENTER LINE OF WATER MAIN 10' MINIMUM WATER LINE UTILITY SEPARATION SECTION C1-2 REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS PARALLEL CONSTRUCTION SYMMETRICAL ABOUT CENTER LINE OF WATER MAIN UTILITY SEPARATION SECTION C1-3 REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS UNUSUAL CONDITIONS PARALLEL CONSTRUCTION SANITARY SEWER PIPE O Est 1890 RESTORATION, TAPS, AND BLOCKING A-0� DRAWN BY DATE IDS 1/3W2019 �- HR SEPARATION STANDARDS SCALE Nrs a--- DRAWING NUMBER 600-B PIPE SEPARATION STANDARDS SCALE : NTS END, GATE, OR CORNER POST TOP MANHOLE FRAME AND LI GRADE RING: PRECAST ECCENTRIC CON (UNLESS OTHERWIS SPECIFIEC PRECAST RISER SECTIO 6" (MIN.) MORTAR GRAVEL BASE (6" MIN.) CAST IN PLACE BASE SECTION NOTES: 48" 2% Z X Q 00 "co 00 N H� 0; wW Z X RUBBER GASKETS BETWEEN PRECAST SECTIONS PRECAST BASE SECTION 1. MATCH CROWNS OF SEWERS. 2. FOR CAST IN PLACE BASE, CONSTRUCT IN FIELD CHANNEL AND SHELF TO THE CROWN OF THE PIPE. 3. FOR PRECAST BASE, USE GRAVEL BACKFILL, 6" MIN. COMPACTED DEPTH UNDER THE BASE. 4. ALL RIGID PIPE ENTERING OR LEAVING THE MANHOLE SHALL BE PROVIDED WITH FLEXIBLE JOINTS WITHIN 1 Y2 PIPE DIAMETERS OF THE MANHOLE STRUCTURE. 5. INSTALL DROP MANHOLE CONNECTION IF INVERT OF ANY INCOMING SEWER IS MORE THAN 2'-0" ABOVE THE TOP OF THE MAIN SEWER. 6. IN UNIMPROVED AREAS AND EASEMENTS, MANHOLE SHALL EXTEND A MINIMUM OF 2" AND A MAXIMUM OF 4" ABOVE FINISHED GRADE. 7. MANHOLE RING AND COVER SHALL HAVE A CLEAR OPENING. WORDING ON COVER SHALL BE "SEWER" IN 3" RAISED LETTERS. 8. ALL MANHOLE JOINTS SHALL USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C-443 SPECIFICAITONS. �r Est. 1890 .4b lr _ I _ - — — MANHOLES A MANHOLE DETAIL 48" DRAWN BY DATE IDS 1/30l2019 SCALE NTs DRAWING NUMBER 920 48" DIA MANHOLE 4 C-6 SCALE: NTS C-5 C-6 BRACE POSTS PULL POST W/ EXTENSION LINE POST TOP KNUCKLED SELVAGE III •: : •, :. . 1 z PRESSED STEEL SUPPORT BRACE POST o. ♦ • • U • ♦ ♦ ♦ "� ♦ ♦ ♦ • • • 41 • « I CHAIN LINK FENCE SCALE : NTS NOTICE CLB �ICTCU �RCHARD ® SHEET DESIGNED w°V WAsr�r �' CITY OF PORT ORCHARD 0 X2 1 ��w �. 4co G� BAW w MCCORMICK WOODS - CIVIL DETAILS - 2 pp DRAWN E- - WELL NO. 11 C-8 IF THIS BAR DOES SITE IMPROVEMENT NOT MEASURE 1" EKS \ 4 2 � THEN DRAWING IS CHECKED °.��GrSTaR��tiww __ PROJECT S1 341.E i , ■ �i. . NOT TO SCALE SSIONAL EEO f NO. DATE BY REVISION �(1.21lzuz. PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 15 Of 69 L U N Lf) 7 J V7 O M N r) O J U 0 Lu IY Q a N M N O N M M 01 0) 3 U rn M 00 N O N V7 N 0 Q U / N C F- 1= Q) Q a� L U L O L O a O M Go N / O N U7 U O L SZ �I N / FRAME AND LID PER SPECIFICATIONS _vLGROUT � za v V� N FORMED CONCRETE COLLAR FOR OUT OF PAVEMENT CONDITIONS FINISH GRADE IN PAVED AND GRAVEL ROADWAY AREAS PRECAST GRADE RINGS TOP OF CONE SECTION OR FLAT SLAB 24" TYPICAL TOP SECTION MANHOLE FRAME COLLAR UNPAVED AREAS FRAME AND LID PER SPECIFICATIONS FINISH GRADE GROUT LAYER #4 REBAR GRADE RINGS PRECAST ECCENTRIC CONE I GENERAL PLAN OF CHANNEL INTERSECTION Est.1890 �_ Al HD MANHOLES C TOP SECTION AND CHANNELIZATION DRAWN BY IDS DATE 1/30/2019 SCALE NTS 0 DRAWING NUMBER 922 MANHOLE TOP SECTION SCALE: NTS RUBBER BOOT DETAIL SCALE: NTS NO. DATE BY REVISION #8 GALV. DEFORMS" REBA N yr W Off 1 � Q W #8 GALVANIZED 13X�' I DEFORMEDcn r REBAR U' SAFETY STEP LADDER TO HANG FROM _ MANHOLE STEP a 7' #7 GALV. 6L SMOOTH STEEL Est.1890 MANHOLES E DRAWN BY IDS A DATE SCALE 113012019 NTS MANHOLE DETAIL -LADDER DRAWING NUMBER 924 - MANHOLE LADDER z C-6 SCALE: NTS �-5C-6 MANHOLE WALL NON -SHRINK GROUT (TYP) NOTICE CLB ��ZCT Ctj� 0 1 1 DESIGNED �� °� X2 BAW DRAWN W IF THIS BAR DOES p` ,� NOT MEASURE 1 EKS \ 4 2 At THEN DRAWING IS CHECKED�o��sT�oi�ww NOT TO SCALE SSI�NAL ECG TOP SECTION CAST IRON ONLY WATER MAIN PLACE "EARS" IN -LINE WITH WATER MAIN DIRECTION i IWATER I FINISHED PAVEMENT GRADE /r r EXTENSION PIECE (IF NECESSARY) BASE SECTION TRACER WIRE PER STANDARD SPECIFICATIONS VALVE WATER MAIN Est. 1890 O�A - SYSTEM APPURTENANCES VALVE BOX DRAWN BY DATE SCALE ,/23/2019 NTS DRAWING NUMBER 884 VALVE BOX 3 SCALE: NTS �-4 O RCHARD CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT VE OPERATING EXTENSION - \\ DETAIL 4 1/4' DIA. 1/8' MIN. THICKNESS 1/8' MIN. THICKNESS 1 /3 yy \ 2. LENGTH TOTAL J /!' - SQUARE 1" METAL STOCK 1-3/8- LENGTH AS REQUIRED SET SCREW 2 1/4' INSIDE MEASUREMENT 2 1/4' DEPTH EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG, ONLY ONE EXTENSION PER VALVE. ALL EXTENSIONS ARE TO MADE OF STEEL SIZED AS NOTED, AND PAINTED WITH TWO COATS OF CARBON ELASTIC (ATCO NO. 2221) OR APPROVED EQUAL. VALVE OPERATING NUT EXTENSION VALVE MARKER POST PROVIDE A VALVE MARKER POST FOR EACH VALVE. THE FIBERGLASS VALVE MARKER POST SHALL BE BLUE IN COLOR, 4" WIDE (FLAT), 72" LONG AND FURNISHED WITH A 2"x2" HIGH -INTENSITY WHITE REFLECTOR (250 CANDLEPOWER) AND A FLEXIBLE ANCHOR BARB. THE VALVE MARKER POST SHALL BE A CARSONITE CURV-FLEX MARKER OR APPROVED EQUAL. THE POST SHALL BE SITUATED IN A SAFE, REASONABLY CONSPICUOUS LOCATION, AND AT A RIGHT ANGLE TO THE ROADWAY FROM THE VALVE. THE DISTANCE FROM THE MARKER TO THE VALVE SHALL BE WRITTEN ON THE BACK OF THE MARKER IN 1-1/2" HIGH BLACK LETTERS. VALVE MARKER f `f Est_ 1890 - - HARDVALVE r SYSTEM APPURTENANCES C MARKER AND VALVE EXTENSION DRAWN BY DATE SCALE IDS 1/30I2019 Nrs DRAWING NUMBER 882 VALVE MARKER AND EXTENSIONS SCALE: NTS CIVIL DETAILS - 3 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 SHEET C-9 16 of 69 U N U') 7 J O M N O J U 0 Lu ry rn a n N N M N O N M M O U 0) 3 U rn M 00 N O N a� a� 0 Q i N c a� E s= a� E Q a� L U L O L 0 a O M Go N O N U N 0 L a �I > N PIP HO 4" DI SPL, FLGx LENGTH AS REQ 4" DI 900 VERT BEND, FLG 4" DI SPL, FLGx LENGTH AS REQ 3/6" TOP PLATE WELDED PROTECTIVE PLATE, CUT DRILL TO MATCH FLG AS REQ'D Y8" THICKx24" LONG 1800 PROTECTIVE PLATE, BOLT TO FLG BOLTS 4" TIDEFLEX SERIES 35 CHECK VALVE OR APPVD EQ GRATE RIM EL=421.64 PROPOSED FIN GR 8" CHECKMATE ULTRAFLEX INLINE CHECK VALVE OR APPVD EQ 8" DI SS — OUT (SW) IE=413.18 a a 1 EL=415.97 DEBRIS CAGE EL = 431.90 DI SPL, SEE SHT M-1 FOR PIPING PENETRATION, SEE THIS SHT C-7 UPPORT FLR EL=422.00 a � - a` a a a - 4" TIDEFLEX SERIES TF-1 CHECK VALVE OR APPVD EQ (TYP ALL 3 FLOOR DRAIN OUTLETS IN MANHOLE) 4" PVC FLOOR DRAIN SS IN (N IE=415.00 4" PVC FLOOR DRAIN SS IN (W) IE=414.63 4" PVC FLOOR DRAIN SS IN (E) IE=414.35 GROUT AND CHANNEL BOTTOM OF MANHOLE BACKWASH PIPE TO MANHOLE SCALE: NTS NO. DATE BY REVISION NOTICE 0 X2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE NOTES: 1. ALL HOLES IN PIPE AND APPURTENANCES TO BE DRILLED. 2. PRIME AND PAINT ALL EXTERIOR DUCTILE IRON PIPE AND FITTINGS PER SPECIFICATION 09 90 00. 3. ALL FLOOR DRAINS TO HAVE TIDEFLEX SERIES TF-1 CHECK VALVE OR APPVD EQ. 4. ALL VALVE GASKETS SHALL BE EPDM RUBBER. CLB ��IL 1 Ctj� DESIGNED oV WAS,,,",,v BAW w x' DRAWN W E KS 4 At CHECKED o� R&GISTB0 ' SSI0 L ECG /21 �zuz3 Q' '"'^ RANGE OR ER PIPE SIZE CROSS TIE BACK SEE STANDARD DRAWING 1103-B TEE LIND FLANGE CAPPED CROSS 11 1/40 BEND 3 X PIPE DIA. MIN �1 TEE 900 BEND 22 1/20 BEND 450 BEND CONCRETE BLOCK SYMMETRICAL TOP & BOTTOM `BLOCK SHALL BE PLASTIC BARRIER AGAINST TABLE A - THRUST BLOCK PIPE SIZE (3 SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. 4" 3 2 2 1 1 6" 6 5 4 2 1 8" 11 8 6 3 2 12" 1 22 1 16 1 12 1 6 1 3 16" 1 38 1 27 1 21 1 10 6 18" 1 48 1 34 1 26 1 14 17 24" 1 84 1 59 1 45 1 23 113 UNDISTURBED EARTH MIN. BEARING AREA AGAINST UNDISTURBED SOIL TYPICAL CROSS-SECTION SEE DRAWING 1103-B FOR ADDITIONAL NOTES Est. 1890 ORCHARD RESTORATION, TAPS, AND BLOCKING THRUST BLOCKING AND TIE BACKS DRAWN BY DATE SCALE IDS NTs DRAWING NUMBER 803-A THRUST BLOCKS 2 SCALE: NTS �-4 consor O RCHARD . CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT SEE TABLE B FOR VERT. D.I. PIPE SIZE #4 BAR REINFORCING HOOP (TYP) HOT DIPPED GALV. SHACKLE RODS 3/4" O PARALLEL TO PIPE OEM MEEIIIII mmm MILIM pm #4 BAR THROUGH MIN. HOLE IN 4" D.I. PIPE TIE BACK BLOCK DETAIL TABLE B - TIE BACK WATER MAIN PIPE AMOUNT OF 3/4" GALV. SHACKLE RODS SIZE OF VERT. PIPE IN CONC. AMOUNT OF #4 REINFORCING BAR HOOPS 4" 2 4" 1 6" 2 4" 1 8" 2 4" 1 12" 4 4" 2 16" 6 6" 3 18" 6 6" 3 24" 6 6" 3 NOTES: 1. BEARING AREA OF CONCRETE THRUST BLOCK IS BASED ON 225 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2000 PSF. 2. THE SAFE SOIL BEARING LOAD SHALL BE ADJUSTED TO MEASURED SOIL BEARING LOADS IN THE FIELD. 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS. 4. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 5. THE BLOCK SHALL BEAR AGAINST THE FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP AND DISMANTLING OF JOINT 6. THE CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 7. USE 2" THICK STYROFOAM TO FORM THE CONCRETE BLOCKING. PLASTIC SHALL BE INSTALLED BETWEEN ALL CONCRETE BLOCKING AND FITTINGS. Est. 1890 - _ - ORCHARD- — RESTORATION, TAPS, AND BLOCKING THRUST BLOCKING AND TIE BACKS DRAWN BY DATE SCALE IDS 1(15(2019 NTs DRAWING NUMBER 603-B THRUST BLOCK TIE BACKS SCALE: NTS CIVIL DETAILS - 4 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 SHEET C-10 17 of 69 U V) 0 cYi N 0 O J U w ry Q a N N M N 0 N M M U 3 70 U Q M 00 N 0 N a� a� V) 0 Q U i N c a� E c a� E Q a� L M U L O a-J L O 0 a; M 00 N 0 N U 0 L Q 4-JI dJ I A r%r%Cn nCn r-(1 n!1 DECHLORINATION BASKET A LE CONNECT TO EXISTING 10" OVERFLOW PIPE. LOCATION UNKNOWN. CONTRACTOR TO FIELD LOCATE. DECH LORII BASKET SU BRACKET CONNECT TO EXISTING 10" OVERFLOW PIPE. LOCATION UNKNOWN. CONTRACTOR TO FIELD LOCATE. 10" OVERFLOW OUT (S) IE=418.23 PLAN RIM EL=421.15 ERIES TF-1 )R APPVD EQ 1H 24" BOLT -LOCKING MH RING & COVER PER COPO STD DET NO. 922 1. PIPE ELEVATION SHOWN ARE APPROXIMATE. POTHOLE TO IDENTIFY EXISTING PIPE LOCATION AND DEPTH PRIOR TO EXCAVATION. 2. SLOPE 10" PVC OVERFLOW AT A CONSTANT GRADE BETWEEN EXISTING CONNECTION POINTS. a 3/4" SST CONDUIT FOR BASKET REMOVAL TERMINATES 12" MAX o BELOW GRADE 0 a N 10" OVERFLOW IN (N) SECURE IE=418.40 DECHLORINATION BASKET SUPPORT z & BRACKET TO N MH W/ %" SST - 10" TIDEFLEX SERIES TF-1 ° ANCHOR BOLTS CHECK VALVE OR APPVD EQ 0 DECHLORINATION BASKET SUPPORT BRACKET SECTION A -A DECHLORINATION MANHOLE SCALE: 3/4"= V-0" NOTICE CLB ��)ZCT Cjj� 0 1 1 DESIGNED �� °F�r /z BAW w �� ' z,� DRAWN W IF THIS BAR DOES P` , NOT MEASURE 1" EKS� a s THEN DRAWING IS CHECKED GISti9S�ww NOT TO SCALE rStO1VAL NO. DATE BY REVISION 21f2oT'� %4" THK, 1"x1"L, LENGTH AS SHO' 316 SST, TYP OF 316L SST FLAT E %4" TH Kx 1 "W, LE AS SHOWN, TYP SUPPORT SECTION -UPPER SCALE: 1- "=V-0" 12.5" %n N • ..,-L �1_ ...7.J 1 /4," THK1"x1"L LENGTH AS SHOWN, TYP OF4 SUPPORT SECTION -LOWER SCALE: 1- "=V-0" 3/4" SST CONDUIT, 7' LENGT'-' 3/4" SST FLEX HOSE, 6" LENG- CONNECT FLEX HOSE TO BASKI W/ TEE TO RIGID CONDUIT 12"x12" 316L SST 12 GA SHEET, %" PERFORATION TYP OF 4 %Z" THK 12"x12" SS DECHLORINATION BASKET SCALE: 1- "=V-0" consor ORCHARD kL, TYP EACH CORNER %L 1. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE FABRICATION AND INSTALLATION OF THE DECHLORINATION BASKET AND SUPPORT SYSTEM AND ENSURING THE INTENDED FUNCTION OF THE BASKET. THE BASKET SHALL ALLOW AT LEAST 600 GPM OF FLOW THROUGH THE INCOMING PIPE AND BASKET PENETRATIONS. CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT CIVIL DETAILS - 5 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: APRIL 2023 SHEET C-11 18 of 69 U a� In J v7 O M N r) Z) 0 U 0 Lu ry Q G n N N M N O N M M N I -0 U rn M 00 N I 0 N v7 a� U N W E a) Q a� L U L_ O L 0 a O M 00 N O N U N 0 L sZ �I N 18" MIN, FIN GR SEE NOTE 1 a 2% MIN a a a a a ol00 000 000 00 �no��o (7 23 \ice\ii A �/L/\ \\�j\ a ° 00'0 O�000O� 000� MIN 12 GRAVEL BASE //\ a o�0 �0 PER WSDOT 4-04 AND 9-03.9(3), MIN 95% COMPACTION PER �VVA�VVA�VVA�VVA�VVA��VAiVV°i\ VV°i °iVV°i , 1�VV°iVV°i A°�VVA�VV� FIRM BEARING SOIL LINE OF MAX EXCAVATION OR COMPACTED IF SOIL IS OVER EXCAVATED, 4" DIA PERFORATED HDPE PIPE W/ 6" OF STRUCTURAL FILL REPLACE W/ STRUCTURAL FILL GRAVEL BACKFILL FOR DRAINS PER 6" ROOF DRAIN WHERE WSDOT 9-03.12(4) ALL SIDES, WRAPPED APPLICABLE IN NON -WOVEN GEOTEXTILE FABRIC, SLP NOTE: TO DRAIN 1/16" PER 1'-0" MIN, TURN DOWN PERFORATIONS 1. DISTANCE FROM OUTER WALL TO CENTERLINE OF 4" FOUNDATION DRAIN MAY BE REDUCED TO 12" WHEN NOT IN SAME TRENCH AS ROOF DRAIN. TYPICAL FOUNDATION DRAIN SCALE : NTS � ~ �_q 0 X= Lu 001 A__� 4'x4'x2' CONC d cc BLOCKING AROUND PIPE ° FOR RESTRAINT ° ° 4 d° 4' 4 ° -- —2'-0" I I I 8"x2' DI SPOOL PIECE I I I I I I a° --------� 4 ° °d 4 a LINK SEAL WALL ° 4 8" BLIND FLANGE ° d PENETRATION, SEE DET ° 1j, 8" DISMANTLING 5, SHT M-6, TYP ALL ° PENETRATIONS JOINT u') F-4o Lu 00 WELL 3 PIPING VAULT 4 SCALE: 1/2" =1' k C-4 ACCESS LADDER 4.5'x7' METER VAULT W/ 36"x60" DOUBLE LEAF ACCESS HATCH, OR APPVD EQUAL NOTICE 0 %z 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE 8" RFCA EMBEDDED IN DEADMAN, TYP i EXIS' CLB 3"x4" DOWNSPOUT, SEE SHT A-2 FOR ROOF CONNECTION METAL PIPE STRAP LEAF TRAP CUT 3"x4" HOLE IN TOP CAP FOR DOWNSPOUT, SEAL AROUND DOWNSPOUT W/ CAULK 6"x4" WYE FOR CLEANOUT FIN GR —\ 4" FOUNDATION DRAIN — TO BE INSTALLED -' OUTSIDE OF ROOF a DRAIN LIMITS a 6" PVC WYE CONNECTION TO BLDG ROOF DRAIN, ROUTE TO CONNECTION POINT SHOWN ON SHT C-3 W/ 1% MIN SLP ROOF DRAIN CONNE SCALE: NTS 'J"" V" 1 L, SHT M-4 WELL 3 PIPING VAULT SECTIO SCALE: 1/2" = P CHECKED 46[3,s'L 4 ��ST�91tS4'�V SSI0NAL ECG IST 8" PIPE ON IDES AND L NEW 8" DI 4 U LT consor 6" PVC 450 BEND, TYP OF3 CTIO N LINK SEAL PENETRAT SEE DET 5 SHT M-6, - PENETRAT 10 I N VALVE VAULT 5 SCALE: 1/2"=1' �-4 11"�CLEAR OPENING LOCKING CLEANOUT 6" SIDE SEWER NOTES: 1. IF NOT PERMANENT END OF SEWER, USE TYLOX GASKET OR APPROVED EQUAL, AND SECURE WITH #8 WIRE PIN THRU HOLES DRILLED IN HUB. IF PERMANENT END OF SEWER USE MORTAR TO SECURE PLUG. 2. IF INSTALLATION OCCURS IN UNPAVED AREA USE CONCRETE ANCHOR AS SHOWN FOR ASPHALT PAVING AND BACKFILL TO TOP OF CAST IRON RING WITH SOIL. 3. RESTORATION SHALL BE IN ACCORDANCE WITH CHAPTER 6. 4. TRENCH BACKFILL SHALL BE COMPACTED AND TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. P14r Est 1890 D ORCMARD CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT CLEANOUTS A SEWER CLEANOUT DETAIL CLEANOUT 3 SCALE : NTS P-1 -ESS )DER 4.5'x7' VALVE VAULT W/ 36"x60" DOUBLE LEAF ACCESS HATCH, OR APPVD EQUAL 10 I N VALVE SECTION B SCALE: 1/2"=1' - CIVIL DETAILS - 6 DRAWN BY I IDS DATE 1/30/2019 SCALE NTS DRAWING NUMBER 960 SHEET C-12 19 of 69 ON NO. I DATE I BY I REVISION PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 U J L O cYi N 0 O U 0 W Q a (M M N O N \ m rl m J p1 J am m 00 N 0 N a--+ N V7 Q N C C N Q L U L O O a rl O M co N / O N U O L Q I / o \ \ \�O MUIRFIE V01.35 \ ` OPEN SPACE / \ \ STRATHMORE Vol.32, \M Pg.129-136 \ \ 70 , \ / \ R =1 0 0.0 0 ' BIOSWALE, SEE ` \ 314.16 DET 1, SHT C-7 \\ - \ \ \\ i/ODOo'' O 69 / .17 --- 68 \ 67 \ ) \ I 420 \ STRATHMORE Vol.32, `\ �\/ / -� \ \ o �\ I ` I \ \ v \I I 66 � �'�/ � TEI >�/ (IN VAULT) \\ \\ \III ''ill, II,\ ' (n ' I II I / \ \/ N90000'00"W \ 4 I / \ 4 4 4 \ -- \ 1 y � 23.21'� � � ° \ I / \ 4 4 4 4 4 ��-\ 4 4 it-� rn \\ \ �11 1 \\ \\ �'\\ O i \\I'l111\ 11 U1 llK IYVA Eft\ LINE Q-\-> TR \I --422— \ 4 4 \ 2` ER 1 ` IN VYaU WATER 4 \\ \' ��s� �� 20 I °—°� 12" ADS \�� \ TANK ° / \ I IE=418.83 0 / p l ' rav peoi I@Aea WATER �I I TANK \ O O I 1 42 LINE rn \------ 419--- ` ` APS / I ,' -' �(AAAI�'D�QNED / / I I l `- �9� \ %� \ POWER I I I I I 1 27 77- //Q \\ `g\----- I �\ �'. / VAULT 4 4 44 TRA FORME Z12 ADS JE=418.2Ii 14II'1 II1I 1 % I 1 II 11 II \ 4\\ 4 4 7>\ 6 COqPOUI D I , \-- \\ \ I 11 I 1 MET�R IN VAULT p \ III , I OPEN SPACE STRATHMORE Vol.32 ` I ` 1`a ` •z Pg.129-136 , \ `\\'�\ \ 41. cp PROPERTY 'll \ iIl III ,II \ 11 I LINE '1 \ IN� I I I I I 1 / I \ PARCEL A I 1 II 'I 'Ii 111 II / 201512020024 PARCEL B / PARCEL A I 200512300304 201512020024 / PLAN I ' SCALE: 1"=20' NOTICE FE DzCTCU� p 1 1 DESIGNED ��v��og WAS�5'j,� 2 MBE Iwo x D RAW N IF THIS BAR DOES NOT MEASURE 1" FE j a,` z THEN DRAWING IS CHECKED �0 SEGISTER��IZS4�' NOT TO SCALE L E� f NO. DATE BY REVISION 71fzoz3 consor O RCHARD CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT LEGEND SYMBOL QTY COMMON NAME BOTANICAL NAME TYPE PLANTING NOTES SIZE 6 BIGLEAF MAPLE TREE 1.5" CAL ACER MACROPHYLLUM 10 WESTERN WHITE PINE TREE 6' HIGH PINUS MONTICOLA 32 EVERGREEN HUCKLEBERRY SHRUB 2 GAL VACCINIUM OVATUM 32 THIMBLEBERRY SHRUB 2 GAL RUBUS PARVIFLORUS A 32 TALL OREGON GRAPE SHRUB 2 GAL MAHONIA AQUIFOLIUM 32 OCEANSPRAY SHRUB 2 GAL HOLODISCUS DISCOLOR k k 30 LB SEEDSMIX A - 23,341 SF (SEE SHT L-2) BIOSWALE - 5,173 SF (SEE DET 1, SHT C-7) EXISTING TREES LANDSCAPE PLAN PROJECT NO.: 20-2839.01 I SCALE: AS NO.: 20-2839.01 I SCALE: AS SHOWNIDATE: APRIL 2023APRIL 2023 SHEET L-1 20 of 69 DECIDUOUS OR EVERGREEN WOODEN ST UNDISTURBE SOUTHWEST SEE TREE ST BELOW m Ln N IV (1TF C 1. TREE TIES TO BE EITHER: RIGID GUY SYSTEM WITH GALVANIZED WIRE TO BE APPROXIMATELY 1/8" THICKNESS AND 24" LENGTH. THERE IS A PLASTIC SLEEVE OVER PORTION THAT GOES AROUND TREE. THE WIRE TIE IS TO GO THRU THE WOOD STAKE AND BE SECURELY FASTENED. PLASTIC CHAIN TYPE, APPROXIMATELY 1" WIDTH BY 1/8" DEPTH WHERE TWO STAKES ARE REQUIRED. CROSS TIES BETWEEN STAKES AND WRAP TIE AROUND TREE. FASTEN SECURELY TO STAKE. 2. EXCAVATE ALL PLANT WELLS PER DETAIL AT 3X DIAMETER OF ROOTBALL OR CONTAINER AND BACKFILL WITH SITE SELECT TOPSOIL FREE OF NOXIOUS WEEDS PLANT MATERIAL INCLUDING ROOTS AND SPRIGS. TREE TIE WITH TENSION GUYING TO ALLOW 4" SWAY ANY DIRECTION. SEE TREE STAKING NOTES BELOW TOP OF ROOTBALL TO BE 1" TO 2" ABOVE FINISH GRADE, DO NOT COVER TOP OF ROOTBALL WITH BACKFILL SOIL PULL BARK MULCH AWAY FROM TRUNK COMPOST BLANKET, PER PLANS & SPECIFICATIONS RAIN BASIN FINE GRADE SCARIFY SIDES OF PLANTING HOLE IF GLAZED EXCAVATE PLANTING PIT AS SHOWN, BACKFILL WITH SITE SELECTION TOP SOIL, FIRM SOIL AROUND ROOTBALL AND WATER SETTLE, DO NOT LEAVE AIR POCKETS CAREFULLY REMOVE ALL CONTAINER AND ROOTBALL COVER MATERIAL PLACE ROOTBALL ON MOUND OF UNDISTURBED OR COMPACTED SOIL TO PREVENT SETTLEMENT, SPREAD ROOTS AWAY FROM BALL, NO CIRCLING OR UNREASONABLY BENT ROOTS 3. FURNISH TREE STAKES ON ALL TREE PLANTINGS. STAKES TO BE CONSTRUCTION GRADE, ROUGH SAWN OR FINISHED DOUGLAS FIR OR PINE. STAIN WITH APPROVED GREEN PENETRATING OIL. STAKE SIZE IS TO BE 1 1/2"x1-1/2" BY FOLLOWING LENGTHS: TREES 36" AND SHORTER - USE ONE - 6' (APPROXIMATELY) STAKE TREES TALLER THAN 36" - USE ONE - 8' (APPROXIMATELY) STAKE DRIVE STAKES VERTICALLY AND AT LEAST 24" INTO UNDISTURBED SOIL. DO NOT DRIVE STAKES THRU ROOT BALL. LOCATE STAKES TO BEST RESIST PREVAILING WINDS. TREE PLANTING DETAIL SCALE : NTS - TOP OF ROOTBALL TO BE 1" TO 2" ABOVE FINISH GRADE, DO NOT COVER TOP OF ROOTBALL WITH BACKFILL SOIL PULL COMPOST AWAY FROM TRUNK AND STEMS RAIN BASIN COMPOST BLANKET, PER PLANS & SPECIFICATIONS PLANTING METHODS: 1. SOIL PREPARATION: TILL THE SUB -GRADE IN THESE AREAS TO A DEPTH OF AT LEAST FOUR INCHES AND ADD AT LEAST 12 INCHES OF CLEAN COMPOST -AMENDED TOPSOIL. THE COMPOST -AMENDED TOPSOIL SHALL HAVE A GOOD GROWING MEDIUM WITH TEXTURE MATERIAL THAT PASSES THROUGH ONE -INCH AND 35% ORGANIC MATTER FERTILITY. 2. PLANTING TIME: CONTAINERIZED STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THROUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. PLANTINGS OUTSIDE THESE TIMES MAY REQUIRE ADDITIONAL MEASURES TO ENSURE SURVIVAL WHICH SHALL BE SPECIFIED ON THE PLANS. 3. INSTALLED PLANTS SHALL TAGGED FOR DORMANT SEASON IDENTIFICATION AND SHALL REMAIN ON PLANT MATERIALS AFTER PLANTING FOR MONITORING PURPOSES. 4. EROSION CONTROL: GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT LOW FLOW LEVELS TO MINIMIZE SEDIMENT IMPACTS. 5. MULCHING: TREES, SHRUBS, AND GROUNDCOVER AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER, TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. APPROPRIATE MULCHES ARE MADE FROM COMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED. 6. WEED CONTROL: THE REMOVAL OF NON-NATIVE, INVASIVE WEEDS SHALL BE NECESSARY THROUGHOUT THE MAINTENANCE PERIOD, OR UNTIL A HEALTHY STAND OF DESIRABLE VEGETATION IS ESTABLISHED. 8. PLANT REPLACEMENT AND PRESERVATION: INSTALLED PLANTS THAT ARE UNHEALTHY OR DAMAGED SHALL BE REPLACED DURING THE MAINTENANCE PERIOD. PRIOR TO REPLACEMENT, THE CAUSE OF LOSS (WILDLIFE DAMAGE, POOR PLANT STOCK, ETC.) SHALL BE DOCUMENTED WITH A DESCRIPTION OF THE CORRECTIVE ACTIONS TAKEN. 9. IF PLANTING OCCURRED OUT OF PLANTING PERIODS INDICATED AT NOTE 2 ABOVE, THE FOLLOWING MEASURES SHOULD BE APPLIED: A. HAVE PLANTS INSPECTED FOR EARLY SYMPTOMS OF POOR HEALTH. TREES AFFECTED BY EARLY STAGES OF STRESS COULD DISPLAY PREMATURE FALL COLOR IN LATE SUMMER, PARTIAL DEFOLIATION AND SYMPTOMS OF MOISTURE STRESS. B. PROVIDE SUPPLEMENTAL IRRIGATION EACH WEEK OR MORE OFTEN ON NEWLY PLANTED TREES, SHRUBS AND OLDER PLANTS STRESSED WITH INSECT OR DISEASE PROBLEMS WHEN RAINFALL IS LACKING IN SUMMER. C. PRUNE FLOWERING TREES AND SHRUBS ONCE FLOWER BUDS BEGIN TO FORM IN LATE SUMMER, JUDICIOUS PRUNING REDUCES THE BLOOM SOMEWHAT BUT SHOULD NOT IMPACT THE DISPLAY SIGNIFICANTLY. D. INSPECT FOR PESTS THAT COMMONLY ARRIVE DURING HOT, DRY WEATHER AND APPLY TREATMENTS AS NEEDED. E. ASSESS CANOPIES FOR DEAD BRANCHES AND STRUCTURAL WEAKNESSES THAT CAN BE PRUNED LATER IN WINTER. SEED MIX SEED MIX A: FOR DISTURBED AREA 1 -Z / BOTANICAL NAME COMMON NAME PLS LBS. PER ACRE _ Qe ELYMUS GLAUCUS BLUE WILDRYE 21.74 o, o FESTUCA RUBRA RUBRA NATIVE WILD FESCUE 6.52 a =(� FIN GR HORDEUM BRACHYANTHERUM MEADOW BARLEY 4.35 _ oo yo p oe o0 0 SCARIFY SIDES OF PLANTING HOLE IF GLAZED GLYCERIA OCCIDENTALLIS WESTERN MANNAGRASS 4.35 BECKMANI SYZIGACHNE AMERICAN SLOUGHGRASS 4.35 EXCAVATE PLANTING PIT AS SHOWN, BACKFILL WITH SITE SELECT TOP SOIL & PER SPECIAL PROVISIONS, FIRM SOIL AROUND DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 2.17 ROOTBALL AND WATER, DO NOT LEAVE AIR POCKETS TOTAL 43.38 REMOVE CONTAINER, LOOSEN SIDES OF ROOT MASS, SPREAD CIRCLING ROOTS PLACE ROOTBALL ON MOUND OF UNDISTURBED OR COMPACTED SOIL TO PREVENT SETTLEMENT PLANTS MAINTENANCE NOTES: 1. CONTRACTOR SHALL PROVIDE 2 YEARS PLANT ESTABLISHMENT PERIOD TO MAINTAIN PLANTS IN A VIGOROUS GROWING CONDITION THROUGH PERIODIC INSPECTIONS. PLANTS WATERING IS PARTICULARLY NEEDED DURING THE DRY SUMMER MONTHS. DURING PLANT ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL ENSURE PLANTING AREAS ARE FREE OF INVASIVE WEEDS AND PLANTS SHALL BE FREE OF INSECTS AND DISEASES WHILE SHOWING SIGNS OF CONTINUING HEALTH. THE CONTRACTOR SHALL REPLACE ALL PLANTS THAT SHOW UNHEALTHY SIGNS OR ARE DEAD. 2. THE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATION AND WRITTEN NOTIFICATION TO THE ENGINEER. 3. OTHER MAINTENANCE OPERATIONS DURING THE ONE-YEAR GUARANTEE PERIOD: • RESET PLANTS TO FINISH GRADE AND RESTORATION OF PLANT SAUCERS, AS NECESSARY • REPAIR DAMAGED OR WASHED OUT EROSION CONTROL SEEDING. • PRUNING, INCLUDING REMOVAL OF DEAD OR BROKEN BRANCHES. • DISEASE CONTROL. • MAINTAINING WRAPPING, GUYS, [TURNBUCKLES,] AND STAKES. [ADJUST TURNBUCKLES TO KEEP GUY WIRES TIGHT.] REPAIR OR REPLACE ACCESSORIES WHEN REQUIRED. • REPORT ANY PROBLEMS THAT MAY BE A HINDRANCE TO COMPLETING AND FULFILLING THE CONDITIONS OF THE PLANT GUARANTEE WITHIN SHRUB PLANTING DETAIL r 2 SCALE : NTS - NOTICE FE DZCTCU ORCHARD.qm SHEET /z DESIGNED w°� WAS r�r CITY OF PORT ORCHARD 1 MBE w ��' MCCORMICK WOODS - WELL NO. 11 LANDSCAPE DETAILS L_ 2 DRAWN .-- Aj consor IF THIS BAR DOES a' SITE IMPROVEMENT 4 a NOT MEASURE 1" FE a w� PROJECT THEN DRAWING IS - NOT TO SCALE CHECKED ��s ISIS NA�w ° 21 of 69 NO. DATE BY REVISION ��'2i lzuz� PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 30 PSF (IS = 1.2) (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.11). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.631 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.561 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.305 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.542 RISK CATEGORY IV SEISMIC IMPORTANCE FACTOR (IF) 1.5 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM SPECIAL REINFORCED CMU BEARING WALLS RESPONSE MODIFICATION FACTOR, (R) 5.0 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.391 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = D RI W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 108 MPH EXPOSURE C KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC. STRUCTURAL OBSERVATION BY THE ENGINEER OF RECORD IS REQUIRED PER IBC SECTION 1704.6 TO VERIFY CONSTRUCTION HAS BEEN PERFORMED IN GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SUBSTANTIAL COMPLETION OF THE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF TWO WEEKS IN ADVANCE OF THE OBSERVATION. 1. OBSERVATION PRIOR TO POURING CONCRETE FOUNDATIONS 2. OBSERVATION PRIOR TO GROUTING CMU WALLS 3. FINAL OBSERVATION AT SUBSTANTIAL COMPLETION OF STRUCTURE FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS EXCAVATION, FILL, COMPACTION, & DRAINAGE X GEOTECH ENGINEER CONCRETE REINFORCING PLACEMENT X CONCRETE TEST SPECIMENS X CONCRETE PLACEMENT X EPDXY THREADED RODS & REBAR X MASONRY PRISM CONSTRUCTION X REINFORCING PLACEMENT X UNIT PLACEMENT X GROUT PLACEMENT X WOOD FRAME STRAP NAILING X STRUCTURAL STEEL FABRICATION & ERECTION X NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY. THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. C C ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG# 21319.10 03/31/23 JGG WALL REVISION 02/16/23 JGG PERMIT REVISIONS NO. DATE BY REVISION 0 �Z 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. CONCRETE MIX DESIGN 4. CMU REINFORCING 2. CONCRETE REINFORCING 5. CMU GROUT & MORTAR 3. CMU UNITS 6. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE ENGINEER OF RECORD AND CONTRACTOR HAVE BEEN RECEIVED. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NO: 12309-018-00 PREPARED BY: GEOENGINEERS, INC DATED: 11/01/21 ALLOWABLE SOIL PRESSURE: 4000 PSF FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AS SPECIFIED IN THE GEOTECHNICAL REPORTS. BOTTOM OF FOOTINGS SHALL EXTENT AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER. IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. 401Ll10 :19: ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 4000 PSI 0.45 5 1/2 SACK N/A FOOTINGS & STEM WALLS 4000 PSI 0.45 5 1/2 SACK N/A ALL OTHER CONC 4000 PSI 0.45 5 1/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. BTJ G • G� DESIGNED �pS�oF WAslij � o• � FY LVW a` DRAWN i JGG�39553 1ti T CHECKED SSIRAL'S�,1 ONAL 05/ 5I / 2_1� MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 4000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 19 15 8 24 19 12 #4 25 19 10 33 25 15 #5 31 24 12 41 31 19 #6 37 29 15 49 37 23 #7 54 42 17 71 54 27 #8 1 62 1 48 19 81 62 30 NOTES: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. MASONRY CONCRETE MASONRY UNITS SHALL BE ASTM C90, MEDIUM WT, TYPE I fm = 2000 PSI. BLOCKS SHALL BE PLACED IN RUNNING BOND. ALL MASONRY CONTAINING REINFORCING AND CELLS BELOW GRADE SHALL BE GROUTED SOLID. MORTAR SHALL CONFORM TO ASTM C 270 TYPE S. GROUT SHALL CONFORM TO ASTM C 476 W/ f'c = 2000 PSI PROVIDE CLEANOUTS IN THE BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR EXCEEDING 5 FEET. IF THE CELLS ARE SOLID GROUTED, CLEANOUTS ARE REQUIRED AT 32" OC MAXIMUM. GROUT FOR EACH POUR SHALL BE STOPPED 1 1/2" BELOW THE TOP OF THE LAST COURSE OF BLOCK. ALL GROUT TO BE THOROUGHLY CONSOLIDATED BY VIBRATING IMMEDIATELY AFTER PLACING. EXPANSION JOINTS @ 40'-0" OC UNO. PROVIDE MINIMUM #5 VERTICAL BAR EACH SIDE OF JOINT. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, ANGLES, CHANNELS, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4" 0 MINIMUM, UNO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. consor RCHARD yr� I CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT WELDING WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE OTHER PT WOOD WOOD G90 X X X G185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. GLUE -LAMINATED TIMBER GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 JOISTS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.0E 2,900 290 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. 1000/o SUBMITTAL STRUCTURAL NOTES - 1 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: MARCH 2O23 SHEET S-1 X of X L STRUCTURAL NOTES = - 4m ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG# 21319.10 NOTICE BTJ g G G� 0 �Z 1 DESIGNED Spy of WASW sp LVW a ��o DRAWN 00 IF THIS BAR DOES ol P5v, 03/31/23 JGG WALL REVISION NOT MEASURE 1" JGG 39553 IF, DRAWING02/16/23 JGG PERMIT REVISIONS THEN NOT TO SCALEIS CHECKED `rsI0 NO. DATE BY REVISION 0�/31/2� (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) TYPICAL FRAMING NOTES IsyitLfIe]bL�1Ina Will 1*00094MAIt SILL PLATES BEARING ON CMU SHALL BE PRESSURE -TREATED. BOLT SILLS TO CMU WITH 3/4 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 24" ON MAXIMUM. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 16 INCHES OF EITHER END TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. 2. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR RAFTERS AT ALL SUPPORTS AND 8'-0" ON MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. PROVIDE BLOCKING FOR ROOF RAFTERS AT SUPPORTS, AND WHERE INDICATED ON PLANS AND DETAILS. 3. DIAPHRAGM NAILING ALL DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT OR ON THE PLANS OR IN THE PLAN NOTES. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM BEFORE PROCEEDING. CONTRACTOR TO SEE CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. consor RCHARD �. ...._- CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL==�=�=� — — — — — EXTENT OF FRAMING GRANULAR FILL COLUMNS STRUCTURAL STEEL COLUMN BEARING ON BEAM P RATED SHEATHING BEAM CONTINUOUS OVER SUPPORT e SHEAR WALL (SEE SCHEDULE) SWX CONCRETE WALL COLUMN MARK (SEE SCHEDULE) FOOTING MARK (SEE SCHEDULE) O BEARING STUD WALL NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD SHEAR WALL Vvvv HANGER MARK (SEE SCHEDULE) O NON -BEARING STUD SHEAR WALL FLAG NOTE (SEE PLAN NOTES) CMU WALL STEEL MOMENT FRAME CONN. 10 �V ABBREVIATIONS (A) ABOVE GLB GLUE -LAMINATED BEAM AB ANCHOR BOLT HORIZ HORIZONTAL ALT ALTERNATE KP KING POST ARCH ARCHITECT KSI KIPS PER SQUARE INCH (B) BELOW L ANGLE BD BAR DIAMETER MECH MECHANICAL BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL METAL BOT BOTTOM NS NEAR SIDE BRNG BEARING OC ON CENTER BTWN BETWEEN OPP OPPOSITE CJP COMPLETE JOINT PENETRATION PL PLATE CLR CLEAR PLCS PLACES CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT CONC CONCRETE P/T POST TENSIONED CONN CONNECTION PT PRESSURE TREATED CONT CONTINUOUS REINF REINFORCING COORD COORDINATE REQ'D REQUIRED DBL DOUBLE SCHED SCHEDULE DIET DETAIL SIM SIMILAR DIA DIAMETER SOG SLAB ON GRADE DIM DIMENSION STD STANDARD DIR DIRECTION STIFF STIFFENER EA EACH STL STEEL ELEV ELEVATION SYMM SYMMETRICAL ES EACH SIDE SW SHEARWALL EX EXISTING TOC TOP OF CONCRETE EXP EXPANSION TOS TOP OF STEEL FLR FLOOR TOW TOP OF WALL FDN FOUNDATION TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FS FAR SIDE VERT VERTICAL GC GENERAL CONTRACTOR WF WIDE FLANGE 1000/o SUBMITTAL STRUCTURAL NOTES - 2 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN 1 DATE: MARCH 2O23 SHEET S-2 X of X O FOUNDATION PLAN NOTES: 1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE O 2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS SPECIFIED IN THE SOILS REPORT. REFER TO THE SOILS REPORT FOR THE SPECIFICS REGARDING EXCAVATION op SUBGRADE PREPARATION BELOW THE FOUNDATION AND SLAB ON GRADE. Zo 3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 5" THICK W/ #4 @ 12" OC WA WAY, CENTERED. SLAB SHALL BE POURED OVER A 10 MIL VAPOR BARRIER OVER GRAVEL AND/OR SUBGRADE RECOMMENDED BY THE SOILS ENGINEER. 4. REFER TO PLAN AND "CONCRETE GENERAL NOTES" ON SHEET S-1 FOR CONTROL JOINT PLACEMENT AND DETAIL 1/S-6 FOR CONTROL JOINT CONSTRUCTION. 5. REFER TO SHEET S-6 FOR FOUNDATION DETAILS. 6. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S-1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH MECHANICAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 8. REFER TO DETAIL 4/S-6 FOR PIPE PENETRATIONS THROUGH CONCRETE SLAB. 9. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND BACKFILL & DRAINAGE PER GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATED SOIL CONDITIONS DURING CONSTRUCTION (AND GROUNDWATER CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON ACTUAL SITE CONDITIONS. =-4m ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG# 21319.10 INO 03/31/23 JGG WALL REVISION 02/16/23 JGG PERMIT REVISIONS DATE BY CMU( Ji DIET 0 N FOUNDATION PLAN SCALE: 1/4" = V-0" NOTICE BTJ g G G� 0 �Z 1 DESIGNED Spy �� WASW sp LVW a ��o DRAWN � IF THIS BAR DOESol ' 5 NOT MEASURE 1" JGG o, c 39553IN �1�1 THEN NOT TO SCALEDRAWING CHECKED �sI0 REVISION I 0�/31/2� consor 09 RCHARD �. ...._— rQvr)" CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT T-0" 0 T-0" 11 6 4'-0" 1000/o SUBMITTAL FOUNDATION PLAN PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: MARCH 2O23 SHEET S-3 X of X L Al 8" CMU WALL W/ REINF PER PLAN NOTES DASHED LINE INDICATES SIMPSON CMSTCI6 STRAP, TYP TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 5 1 S-8 1 --- -- --- --- --- --- --- --- --- --- -- --- S-8 O J N J j x = N X N X N X N i S-8 - - - - - - - - - - - - - - - J m 0 -x DBL W J d DBL J m 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 S-8 W18x76 x 2 S-8 --- 5 1/2" x 18" GLB — g S-8 --- -- --- --- --- --- --- --- -- --- 11 S-8 U O � N @) r-I x N 6 S-8 5 --- -- --- --- --- --- --- --- --- --- -- --- 1 — — -- --- --- --- J CO 0 --- --- J CO 0 S-8 DBL x N x N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2. ROOF SHEATHING SHALL BE 5/8" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, WALLS, AND BLOCKING. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d SIMPSON A35 AT Z 3 1 3 COMMON NAILS @ 12" OC. REFER TO DETAIL 12/S-8 FOR SHEATHING LAYOUT AND NAILING. INSIDE CORNER OF S-8 S-5 S-8 3. REFER TO SHEET S-8 FOR ROOF FRAMING DETAILS. FASCIA, TYP 4. ALL DIAPHRAGMS UNBLOCKED UNO. MINIMUM CMU WALL REINFORCING (BEARING WALL AND NON BEARING WALL) VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING 8" #5 @ 16" (2) #4 @ 48" OC C C ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG# 21319.10 03/31/23 JGG WALL REVISION 1 02/16/23 JGG PERMIT REVISIONS NO. DATE BY ROOF FRAMING PLAN SCALE: 1/4" = V-0" NOTICE BTJ G G 0 �z 1 � DESIGNED pS�oF WASI�j�'�i °LVW 6� Q, moo,, DRAWN IF THIS BAR DOESi NOT MEASURE 1" JGG _39553�1ti 1T THEN DRAWING NOT TO SCALE CHECKED �`�IONAL REVISION 05/5I/2� consor O RCHARD CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT rolblu'AA DASHED LINE INDICATES SIMPSON CMSTCI6 STRAP, TYP 2'-0" 0 2'-0" 11 6 4'-0" 1000/o SUBMITTAL ROOF FRAMING PLAN PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: MARCH 2O23 SHEET 6m X of X L =-4c�mohl ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG# 21319.10 NOTICE BTJ 0 �z 1 DESIGNED �pS�oF WASI�j�'�i LVW �� °moo,, DRAWN IF THIS BAR DOES 03/31/23 JGG WALL REVISION NOT MEASURE 1" JGG o c 39553DRAWING 02/16/23 JGG PERMIT REVISIONS THEN NOT TO SCAL.EIS CHECKED `rsI0 NO. DATE BY REVISION 05/5V2J IN BUILDING SECTION (TRANSVERSE SCALE: 1/4" = V-0" �.1-1 A. C_R C_R --t---------------------------------------- BUILDING SECTION (LONGITUDINAL SCALE: 1/4" = V-0" consor CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT MU WALL REINF PER PLAN TERIOR GRADE I I I I I 1 9 S-6 WWI :MU WALL REINF PER PLAN TERIOR GRADE 1 I I I I I 2 S-6 1000/o SUBMITTAL BUILDING SECTIONS PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN 1 DATE: MARCH 2O23 SHEET S-5 X of X 0 IN ALL AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB W/ 1/8" MAX RADIUS AND FILL JOINT W/ SEALANT PROVIDE 5/8" 0 x 2'-0" SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO 1 CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB REINF SHALL NOT PASS THRU JOINT GREASE THIS / HALF OF BAR J TYPICAL CONSTRUCTION JOINT SAWCUT JOINT - IN ALL AREAS W/ EXPOSED CONC. FLOORS, FILL JOINT W/ SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE ZIP STRIP PLACED W/ SLAB lzt CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB X X • X ---(X X X TYPICAL CONTRACTION JOINT TYPICAL SLAB ON GRADE DETAILS SCALE: 1" = V-0" WALL & TRENCH SECTION SCALE: 3/4" = V-0" C C ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG# 21319.10 8" CMU WALL W/ #5 VERT DOWELS @ 16" OC REINF PER PLAN TO LAP 48 BAR DIAMETERS W/ CMU WALL REINF (2) #5 TOP #4 @ 24" OC 0 N SLAB ON GRADE & z #5 CONT HORIZ 00 � @ 12 OC SUBGRADE PER FOUNDATION PLAN II —III a a a FOOTING DRAIN PER CIVIL III 000°og oop°o�j � �000 °0 o°0o IIIIIIIIIIIIIIII O O O O 000 O (3) #5 CONT O o O 0 a a--- —A O °O°o 0 00 00 °o O O °°O 0 0 O /o 8" ALT HOOK EVERY / OTHER BAR ROOF DRAIN 2'4" PER CIVIL lo PERIMETER FOUNDATION SECTION TYP ALL SIDES SCALE: 1" = V-0" 8" CMU WALL PER PLAN, BEYOND L3x3x1/4 x DOOR WIDTH EDGE ANGLE W/ 1/2" x 4" WHS @ 12" OC (ONLY REQ'D AT DOUBLE DOORS OR WIDER OPENINGS) PAVING OR FINISHED GRADE PER CIVIL (2) #3 x DOOR WIDTH + 12" #3 HOOKED BARS @ 12" OC 36" (AT DOORS ONLY) SLAB ON GRADE & SUBGRADEPER FOUNDATION PLAN a -� FOOTING DRAIN -III=L 000°o�j z PER CIVIL IIII I— OOo o O° O O o o o O —III—III- 00op o o° O (3) #5 CONT O o O A a--- —° O 0 o f..�o °O°o 0 00 ° o 0 oo O O °°O 0 0 /0 ` ALT HOOK EVERY / ROOF DRAIN 2, 0„ OTHER BAR � PER CIVIL FOUNDATION SECTION AT DOOR OPENINGS SCALE: 1" = V-0" SLAB REINF PER PLAN, TYP (2) #4 EACH EDGE, EXTEND V-0" PAST OPENING, 1 1/2" CLR #4 EACH DIAGONAL, EXTEND V-0" PAST OPENING, 45° TO MAIN REINFORCMENT, 1 1/2" CLR SLAB PENETRATION PER PLAN CONCRETE PENETRATION REINFORCING SCALE: NTS ANCHOR EQUIP TO PAD W/ MIN OF (4) 3/4"0 x 6" STAINLESS EQUIPMENT PER MECH STEEL CONC SCREW ANCHORS #4 @ 12" OC EA WAY 2 (1 AT EA CORNER) 0- 3/4" CHAMFER, TYP 0 N W #4 @ 12" OC ALL (4) � w 12" SIDES 2 a 12 ne C O"O"O� O"O"O� O"O"O� 01)0- SLAB ON GRADE PER PLAN NOTES o,O000OO o,O000OO o,O000OO o,0000c � IIIIIIIII—III I IIIII � I —III ; WIDTH PER EQUIP MFR NOTES: COORDINATE PAD HEIGHT WITH EQUIPMENT MANUFACTURERS. ADJUST PAD HEIGHT TO PROVIDE PIPING CENTERLINES AS SHOWN ON MECHANICAL SHEETS. PROVIDE ADDITIONAL LAYER OF #4 @ 12" OC EA WAY FOR PADS OVER 12" HIGH. THE ADDED LAYER SHALL MAINTAIN 2" CLEARANCE FROM THE TOP OF FLOOR SLAB. PUMP & EQUIPMENT HOUSEKEEPING PAD SCALE: 1" = V-0" 8" CMU W/ REINF PER PLAN (3) #5 CONT #5 VERT DOWELS @ 16" OC TO LAP 48 BAR DIAMETERS W/ CMU WALL REINF SLAB ON GRADE AND SUBGRADE PER PLAN o °o° 00 0 0 o,°° o° °o° o,Op O 0 (30 Too go 0.0 1 L o .o O 1�7O o 00 000 O m 1 O°°� Oo° °� O°°� 0.0 o ALT HOOK EVERY OTHER BAR MAXIMUM SLOPE 1'-6" 1 INTERIOR FOUNDATION SECTION SCALE: 1" = V-0" PER PLAN #5 VERT DOWELS @ 16" OC TO LAP 48 BAR DIAMETERS 8" CMU W/ REINF W/ CMU WALL REINF PER PLAN #4 @ 12" OC EA • WAY CENTERED (2) #5 TOP a a #5 CONT HORIZ 00 @ 12" OC II —III a FOOTING DRAIN - I— a PER CIVIL III o00 og oo°� 000 0 00°� o O °o 0o ° o w O °o Oo I—III- 0100 0° 0000 O =1 IIII1 w 00 0 00 O (3) #5 CONT u 00 0 O a a -----� SLAB REINFORCEMENT PER °0 °O°o 0 O FOUNDATION PLAN NOTES 00 ° OO O °o O O o°O 0 0 Oo0 /0 8" ALT HOOK EVERY / OTHER BAR ROOF DRAIN 2'4" -/ / PER CIVIL Ilz ELECTRICAL GEAR HOUSE <<EEPING PAD SCALE: 1" = V-0" L2x2x1/4" W/ 3/8"0 x 3" WHS @ 24" OC. LOCATE (1) WHS WITHIN 6" OF EA END OF Al SLAB ON SUBG FOUNDAT TYPICAL TRENCH SECTION SCALE: 3/4" = V-0" ELECTRICAL GEAR PER DRAWINGS ANCHOR ELECTRICAL GEAR W/ 1/2"0 EPDXY THREADED RODS (1 AT EA CORNER OF EA UNIT). USE STAINLESS THREADED RODS W/ 4" EMBEDMENT & HILTI HIT HY-200 OR SIMPSON SET-XP EPDXY. PRIOR TO DRILLING, CONTRACTOR SHALL USE MEANS NECESSARY TO ENSURE THAT THREADED RODS HAVE SUFFICIENT CLEARANCE FROM REBAR 2" CLR - SLAB ON GRADE 1D PER PLAN & STRUCTURAL NOTES o O O O O o 00o 00 0 ,O 00o 00 I1 111 11= 12 #4 x @ 12" 12 OC EA SIDE OF PAD (AT OPP SIDE, BEND BOTTOM LEG INWARD) r•n nr�n�� rn r, )RIZ 2ED. 6 OWN 4Y TYP ALL SIDES 1.5 H LAP SPLICE MIN T/2 TYP x Q � III=III- J d III=III- BENT BARS TO MATCH & LAP FOOTING //� BOTTOM REINF �� // UNDISTURBED EARTH OR Y3' • COMPACTED FILL PER -III=III- CLR STRUCTURAL NOTES TYP T T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING 1 O SCALE: 1/2" = V-0" 1000/o SUBMITTAL NOTICE BTJ G, G ORCHARD.SHEET o �Z 1 DESIGNED �05 of wAs�s CITY OF PORT ORCHARD �VW �� Q, moo, MCCO`REL� No ooDs - FOUNDATION DETAILS 11 S-6 DRAWN consor IF THIS BAR DOES SITE IMPROVEMENT 03/31/23 JGG WALL REVISION NOT MEASURE 1" JGG �, C�._39553�1 1 ��kv� PROJECT � .�. .� ,. fir' F` 02/16/23 JGG PERMIT REVISIONS T NOT TO SCALEHEN DRAWING IS CHECKED �sIONAL NO. I DATE I BY I REVISION 05/55 2i PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: MARCH 2O23 X Of X L C C ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG# 21319.10 03/31/23 JGG WALL REVISION 02/16/23 JGG PERMIT REVISIONS NO. DATE BY PROVIDE (1) #5 VERT. BAR @ CORNERS AND INTERSECTIONS, UNLESS NOTED OTHERWISE MINIMUM CMU WALL REINFORCING (BEARING WALL AND NON BEARING WALL) VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING 8" #5 @ 16" (2) #4 @ 48" OC 2'-0" MIN TYP LINTELS (SEE SCHEDULE AND SECTION FOR DEPTH AND REINFORCING) --------T---- —T ---------r---r--------------------I— I I I I I I '--------- ' — —'-------Ln ---- ' -- ' Lu cr I I I I I I I 0 m:E I I I I I I 0_ � N CONCRETE CURB I I r HEIGHT AS NOTED (IF APPLICABLE) I I I I I I 11 (2) #4 REVISION TYPICAL CMU DETAILS SCALE: NTS 0 YZ 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE WALLS SHALL BE OF RUNNING BOND PATTERN WITH NO EXCEPTION TYPICAL CMU WALL ELEVATION BTJ ,,�G • G� DESIGNED �pS�oF WASI �' � o• � FY LVW a�` DRAWNi ke JGG�39553 1ti T CHECKED SSIRAL'S�,1 0 05/5I/2-"-1 PROVIDE BOND BEAM WITH (2) #4 CONTINUOUS BARS AT TOP OF WALL ADD (2) #5 VERTICAL BAR EACH SIDE OF OPENINGS UNLESS NOTED OTHERWISE DOWELS TO MATCH VERTICAL REINFORCING - HOOK IN FOOTING STIRRUP SHALL HOOK 180' AROUND TOP BARS OR SHALL EXTEND ABOVE AND LAP 2'-0" MIN W/ VERTICAL REINFORCING w J = 0 W a= w U 0 � w w Ln LINTEL SECTION GROUT SOLID FOR DEPTH SHOWN STIRRUPS WHERE NOTED 8" LINTEL BLOCKS ALTERNATE HOOK AS SHOWN TYPICAL 8" CMU LINTEL REINFORCING CLEAR SPAN OR MARK DEPTH HORIZONTAL REINFORCING STIRRUPS 4'-0" OR LESS 8" (2) #4 BOT #3 @ 8" OC 4'-0" TO 6'-4" 16" (1) #5 TOP #3 @ 8" OC (2) #5 BOT 6'-4" TO 9'-0" 16" (1) #5 TOP #3 @ 8" OC (2) #6 BOT 9'-0" TO 16'-0" 24 (2) #5 TOP #3 @ 12" OC (2) #6 BOT 16'-0" TO 20'-8" 48" (2) #5 TOP #3 @ 12" OC (2) #7 BOT NOTES: 1. FILL ALL CELLS CONTAINING REINFORCING OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCING. 2. UNLESS OTHERWISE NOTED, LAP ALL REINFORCING 48 BAR DIAMETERS (BD) MINIMUM. consor In i CMU JAMB STEEL SCALE: 1" = V-0" QR=CHARD. Em 48 BD OR CORNER BARS TO MATCH 2'-0" MIN TYP HORIZONTAL BAR SIZE AND SPACING VERTICAL BARS W/ SPACING PER PLAN & SCHEDULE AT CORNER f CONTINUOUS FIRESAFING STANDARD HOOK, UP OR DOWN, TYPICAL @ WALL ENDS LALTERNATE HOOK WHERE POSSIBLE CORNER BARS TO MATCH HORIZ BAR SIZE AND SPACING 3/4" CLR @ ADJACENT CONCRETE WALL OR COL AT INTERSECTION AT END SINGLE LAYER REINFORCING TYPICAL CMU WALL REINFORCING SCALE: 1" = V-0" CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT NOTES: 1. PROVIDE CONTROL JOINTS IN CMU AT LOCATIONS SHOWN ON PLANS. 2. HORIZONTAL BOND BEAMS AT FLOORS, ROOF, AND AT THE TOP OF PARAPET WALLS SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. 3. RECOMMENDED CONTROL JOINT SPACING FOR EXPOSED MASONRY WALLS SHOULD NOT EXCEED LESSER OF 3 TIMES WALL HEIGHT OR 40 FEET. O ADDITIONAL #5 VERTICAL BAR ON EACH SIDE OF ALL CONTROL JOINTS. B. DOWELLED CONTROL JOINT O TERMINATE ALL REINFORCING 2" FROM CONTROL JOINT EXCEPT BOND BEAMS PER NOTE 2. O3 5/8" 0 x 4'-0" LONG SMOOTH DOWELS @ 48" OC ACROSS THE JOINT. GREASE OR SLEEVE DOWEL ONE SIDE OF JOINT ONLY. CAP ALL DOWELS TO ALLOW 1" OF MOVEMENT HORIZONTALLY. ® 3/8" JOINT W/ 3/16" SEALANT OVER BACKER ROD, TYP. O5 CONTINUOUS VERTICAL PREFORMED A. TYPICAL VERTICAL PREFORMED CONTROL JOINT DA2002 DUR-O-WALL OR EQUAL CONTROL JOINT. TYPICAL CMU CONTROL JOINT DETAILS SCALE: 1" = V-0" 1000/o S BMITTALI CMU DETAILS PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: MARCH 2O23 SHEET S—/ X of X L 48 PT NAILER W/ 3/4" 0 AB @ 24" OC SHEATHING & NAILING PER FRAMING PLAN & NOTES ROOF RAFTERS PER PLAN PROVIDE (2) ROWS OF DIAPHRAGM EDGE NAILING INTO BLKG STAGGER NAILS ADDED RIPPED NAILER •I I• TO MATCH ROOF SLOPE JJ 0.131"0 x 3" TOE NAILS @ 8" OC SIMPSON HUTF SLOPED HANGER EA RAFTER, TYP 8" MASONRY WALL W/ REINF PER PLAN & BUILDING SECTIONS INTERIOR CMU WALL (PERPENDICULAR SCALE: 1" = V-0" (2) ROWS OF DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES PT 48 NAILER W/ 3/4"0 AB @ 24" OC COUNTERSUNK C C ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG# 21319.10 03/31/23 JGG WALL REVISION 02/16/23 JGG PERMIT REVISIONS NO. DATE BY 5 CUT CMU BLOCKS AT TOP OF WALL TO MATCH ROOF SLOPE INTERIOR CMU WALL (PARALLEL SCALE: 1" = V-0" BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES ROOF RAFTERS PER PLAN RIDGE BEAM PER PLAN RIDGE BEAM SECTION SCALE: 1" = V-0" 1/2" PLYWOOD SHIM ROOF SHEATHING & NAILING PER PLAN NOTES ROOF RAFTERS PER PLAN ROOF SHEATHING NAILING PER 2x NAILER RIPPED TO WIDTH ROOF FRAMING PLAN NOTES OF BEAM W/ 5/8"0 CARRIAGE BOLTS @ 24" OC STAGGERED EA SIDE OF WEB ROOF RAFTERS PER PLAN SIMPSON HU SLOPED SIMPSON HU SLOPED HANGER EA RAFTER, TYP HANGER EA RAFTER, TYP REVISION STEEL BEAM CONT SOLID WEB BLKG EA PER PLAN SIDE OF WEB W/ 3/4"0 THRU BOLT @ 12" OC, STAGGERED TOP & BOT RIDGE BEAM SECTION SCALE: 1" = V-0" NOTICE BTJ 0 �z 1 DESIGNED LV W DRAWN IF THIS BAR DOES NOT MEASURE 1" JGG THEN DRAWING IS CHECKED NOT TO SCALE SIMPSON HU SLOPED HANGER EA RAFTER, TYP ROOF SHEATHING PER PLAN & NOTES DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES 2x FULL DEPTH VENTED BLOCKING RIPPED TO MATCH SLOPE OF ROOF 10d @ 6" OC I ROOF RAFTERS PER PLAN PT 48 NAILER W/ 3/4110 AB @ 24" OC COUNTERSUNK SLOPE PER ARCH ROOF OVERHANG CMU WALL AT WOOD RAFTERS v f SCALE: 1" = V-0" PLYWOOD SHEATHING KERF PLATE PER DETAIL 10 & NAILING PER ROOF 1 4 RAFTERS PER PLAN FRAMING PLAN NOTES `W/ HU SLOPED HANGER BEAM PER PLAN 11 END PL 3/8 x BEAM WIDTH x BEAM HEIGHT WEB BLOCKING W/ CONN PER DIET 9 3/4"0 J-BOLT EACH SIDE OF WEB (6" 3/8" MORTAR EMBEDMENT) 8" MASONRY WALL W/ REINF PER PLAN & BUILDING SECTIONS BEAM CONNECTION (INTERIOR WALL SCALE: 1" = V-0" VV cTirr ni nrr BEAM PER F NOTE: ALL BOLTS SHALL BE 3/4"0 A307. KERF PLATE SCHEDULE BEAM SIZE BEARING PLATE STIFFENER PLATE BOLTS 5 1/8" GLB 1/2 x 5 x 0'-7 1/2" 1/4 x 6 x 0'-7 1/2" (2) 3/4"0 KERF PLATE DETAIL V / SCALE: NTS G' GAL WASH 6 4, 0 39553 1ti T ` LW i �s10 2-11 consor ROOF SHEATHING & ROOF SHEATHING & NAILING PER NAILING PER PLAN NOTES PLAN NOTES AT STRAP LOCATIONS, PROVIDE A35 ANGLE CLIP BOTH SIDES OF OUTLOOKER. OTHER LOCATIONS USE (4) 16d NAILS 3x8 BLOCKING BETWEEN OUTLOOKERS. CONNECT TO NAILER W/ 16d @ 6" OC 1/2" PLYWOOD SHIM 3x6 HF#2 OUTLOOKERS @ 24" OC SIMPSON CMSTC16 COILED STRAP @ 4'-0" OC MAX SPACING. PROVIDE 16d TICO NAILS EVERY OTHER HOLE. SEE PLAN FOR EXTENTS 2x4 BLOCKING W/ 10d INTO SILL PL • SIMPSON H1 TIE EA RAFTER PT 48 NAILER W/ 3/4"0 AB @ 24" OC COUNTERSUNK 3x BLOCKING REQ'D SIMPSON A35 CLIP ONE BELOW COILED STRAP SIDE OF EA RAFTER CUT CMU BLOCKS AT TOP OF ROOF RAFTERS PER PLAN 8" MASONRY W/ REINF WALL TO MATCH ROOF SLOPE SIMPSON A21 CLIP EA SIDE OF PER PLAN &BUILDING OUTLOOKER AT CONNECTION SECTIONS 8" MASONRY WALL W/ REINF PER TO JOIST PLAN &BUILDING SECTIONS ROOF 2x NAILER W/ 10d @ 6" OC OVERHANG CMU GABLE END SECTION AT ROOF PLYWOOD SHEATHING 9 & NAILING PER ROOF RAFTER PER PLAN W/ Y FRAMING PLAN NOTES HU SLOPED HANGER GLULAM BEAM CONN (EXTERIOR WALL SCALE: 1" = V-0" NOTES: 1. CMU REINFORCING NOT SHOWN FOR CLARITY. 2. CUT CMU BLOCKS TO PT NAILER PER DETAIL 4/S-8 MATCH ROOF SLOPE. PLYWOOD SHEATHING PER ROOF FRAMING PLAN NOTES I v II''.' Ikl -EL BEAM I I I I PER PLAN I I I I II II II II u u u u SCALE: 1" = V-0" NOTE: 1. CMU REINFORCING NOT SHOWN FOR CLARITY. 2. CUT CMU BLOCKS TO PT NAILER PER DETAIL 4/S-8 MATCH ROOF SLOPE. PLYWOOD SHEATHING PER ROOF FRAMING PLAN NOTES PANEL EDGE NAILING PER ROOF FRAMING PLAN NOTES BEAM PER PLAN BOND BEAM BENEATH WOOD NAILER SLOPED W/ ROOF (2) 5/8"0 THREADED RODS EMBEDDED 12" (CENTERED) HORIZ BOND BEAM BELOW WF BEAM STEEL BEAM CONNECTION AT CMU WALL SCALE: 1" = V-0" QR=CHARD. n T N. II II II II II II II II II II II II u u HORIZ BOND BEAM BELOW GLIB G LU LAM BEAM CONN TO CMU WALL PANEL EDGE NAILING PER ROOF FRAMING PLAN NOTES BEAM PER PLAN BOND BEAM BENEATH WOOD NAILER SLOPED W/ ROOF SIMPSON HGLBC SEAT W/ (2) BOLT LAYOUT SCALE: 1" = V-0" 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM is cnrrlrirr SHEATHING PANEL, TYP CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL ROOF SHEATHING DETAIL l L I SCALE: NTS 1000/o SHEET CITY OF PORT ORCHARD MCCORMICK WOODS - ROOF FRAMING DETAILS pp WELL NO. 11 S-8 SITE IMPROVEMENT PROJECT PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: MARCH 2O23 X Of X L U a� V) 7 O cYi N 0 0 U 0 w a Q N N O N O M a 0) Q Q rn M 00 N 0 N a) (1) Q U N c a� E C a) E Q a� L U L L O a 0 M 00 N 0 N M U L a N CODE SUMMARY Section I - Governing Codes 2018 IBC & CHAPTER 51-50 WAC, 2018 UPC & CHAPTER 51-56 WAC 2018 IECC COMMERCIAL PROVISIONS & CHAPTER 51-11C WAC Section II - Building "Construction" Data Type of Construction Type VB - CMU, Wood Rafters Maximum Building Height 26'-6" +/- (to roof ridge) Maximum Allowable Height 35 FT, POMC 20.34.020 Number of Stories 1 story Allowable Stories 2 stories, IBC TABLE 504.4 Basement No Total Floor Area Provided (Gross) 2,992 square feet Pump & Treatment Room = 1,813 square feet Controls Room = 270 square feet Fluoridation Room = 345 square feet Disinfection Room = 345 square feet Storage Room = 220 square feet Minimum Required Property Setbacks Front Yard 10 FT, POMC 20.34.020 Side Yard 10 FT, POMC 20.34.020 Rear Yard 10 FT, POMC 20.34.020 Section III - Building "Occupancy" Data Building Occupancy Classification Group F-2 Separated or Unseparated Use Areas Separated Accessory or Incidental Use Areas N/A Total Occupant Load by Floor Not Customarily Occupied Total Occupant Load for Each Room Not Customarily Occupied Total Occupant Load for Each Occupancy Group Not Customarily Occupied Section IV Building Area Data "Actual" and "Allowable" Actual Building Area 2,992 square feet Allowable Base Area 13,000 square feet, IBC Table 506.2 Building Frontage See Sheets A-4 Section V - "Fire Resistive" Building Elements Separation of Occupancies N/A Section VI - Building "Exiting" Maximum Floor Area Allowance per Occupant N/A - Not Customarily Occupied Exits Required in Each Room or Area 1 Exits Provided in Each Room or Area 1 Exits Required per Floor Building is only one floor Exits Provided per Floor Building is only one floor Exit Width Required per Exit 32 inches Minimum Corridor Exit Width Required 30 inches Emergency Exit Illumination See Sheet E-5 Exit Sign Layout Plan See Sheet E-5 NO. DATE BY REVISION NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE Section VII - Buiding "Fire Detection and Suppression" Smoke Detection/Fire Alarm System Required Yes, IBC 907.2.5 Smoke Detection/Fire Alarm System Provided Yes, Tied to SCADA, see Sheet I-X Type of System Ionization Smoke Detector Areas Protected Pump & Treatment Room, Controls Room, Fluoridation Room, Disinfection Room Sprinkler System Required No, total storage capcaity does not exceed IFC 603.3.2.1 Standpipe System Required No Number of Fire Department Vehicle Accesses 1 Fire Extinguisher Locations See sheets A-2 Section VIII - Occupancy Ventilation Requirements Ventilation Required 3,276 cfm (Pump & Treatment Room) 432 cfm (Controls Room) 254 cfm (Fluoridation Room) 254 cfm (Disinfection Room) Section IX - Energy Code Requirements Roof - rigid insulation between rafters U = 0.027 Roof - attic / other U = 0.021 Doors (steel door with polystyrene core) U = 0.37 Slabs -On -Grade, Unheated Slabs F = 0.54 CMU walls with integral perlite insulation NA per Table C402.1.4, Footnote D Roof Hatches (swinging opaque doors) U = 0.37 Lighting Layout See Electrical Sheets Section X - Hazardous Materials Hazardous Materials Present: Up to 55 gal of 4% Liquid Sodium Fluoride Section XI - Accessibility Facillty is exempt from accessibility requirements per 2018 IBC 1103.2.9 Section XII - Plumbing and Fixture Count Requirements No Fixtures Required - Not Customarily Occupied Section XIII - Underground and Padmounted Transformers See Electrical Sheets Section XIV - Special Inspection, Structural Observation Required Structural Inspections are listed on Sheet S-1 Structural Observation requirements are indicated on Sheet S-1 Submittals are listed in Specifications Section XV - Room Specific Requirements Not Applicable - Not Customarily Occupied CLB �)JU1 Cjl� DESIGNED �� of wAsh,I�l� J LC DRAWN W E KS �6 463S2 A CHECKED GISTERAt ww SSj�NAL V, ! `� /'2 t f 2uzT FINISH SCHEDULE ITEM/SURFACE MATERIAL FINISH COLOR SPECIFICATION EXTERIOR WALLS SPLIT FACE CMU COATING 300 MUTUAL MATERIALS SAND STONE 09 90 00 EXTERIOR WALLS (ACCENT) SPLIT FACE CMU COATING 300 MUTUAL MATERIALS MOUNTAIN BROWN 09 90 00 INTERIOR WALLS SMOOTH FACE CMU COATING 302 OFF-WHITE 09 90 00 CEILING MOISTURE RESISTANT GYPSUM BOARD COATING 304 OFF-WHITE 09 90 00 INTERIOR FLOOR SMOOTH SLAB ON GRADE COATING 306 TRANSPARENT 09 90 00 ROOF STANDING SEAM METAL BAKED ENAMEL COOL LEAF GREEN 0741 13 LOUVERS ALUMINUM PER MANUFACTURER COOL LEAF GREEN 08 91 19 GUTTERS AND DOWNSPOUTS STEEL BAKED ENAMEL COOL LEAF GREEN 07 60 00 DOORS STEEL PER MANUFACTURER/ COATING 101 COOL LEAF GREEN 08 10 00 SOFFITS FIBER CEMENT COATING 302 / 300 COOL LEAF GREEN 09 90 00 [kO—OF HATCHES ALUMINUM PER MANUFACTURER COOL LEAF GREEN 07 72 33 DOOR SCHEDULE NO. DESCRIPTION ROUGH OPENING SIZE OPEN HARDWARE U-Value SPECIFICATION NOTE 1 STEEL DOUBLE DOOR 6-8"x7-4" 6'-0"x7'-0" RHR ACT LEAF GROUP 1 0.37 08 10 00 / 08 71 00 2 STEEL DOUBLE DOOR 6-8"x7-4" 6'-0"x7'-0" RHR ACT LEAF GROUP 1 0.37 08 10 00/08 71 00 3 STEEL DOUBLE DOOR 6-8"x7-4" 6'-0"x7'-0" RHR ACT LEAF GROUP 1 0.37 08 10 00/08 71 00 4 STEEL DOOR 3-4"x7-4" 3'-0"x7'-0" RHR OPENING GROUP 2 0.37 08 10 00/08 71 00 5 ALUMINUM CURTAIN 16-0"x14-0" PER MFR ROLL -UP PER MFR 0.37 08 10 00/08 71 00 6 STEEL DOOR 3-4"x7-4" 3'-0"x7'-0" RHR OPENING GROUP 3 0.37 08 10 00/08 71 00 7 STEEL DOOR 3-4"x7-4" 3'-0"x7'-0" RHR OPENING GROUP 3 0.37 08 10 00/08 71 00 8 STEEL DOOR 3-4"x7-4" 3'-0"x7'-0" LHR OPENING GROUP 3 0.37 08 10 00/08 71 00 ROOF HATCH SCHEDULE ID ROUGH OPENING FRAME U-VAULE SPECIFICATION A 4'-0"x4'-0" ALUMINUM 0.37 07 72 33 B 4'-0"x4'-0" ALUMINUM 0.37 07 72 33 C 5'-0"x5'-0" ALUMINUM 0.37 07 72 33 consor CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT CODE SUMMARY AND ARCHITECTURAL SCHEDULES PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 SHEET A-1 30 of 69 U V7 J L O M N 0 0 0 W w Q rl Q 0) O N N O N O M N 1 Q 0) N I Q 1 Q M co N O N N V7 Q U / N C E C N E Q L U L O L 0 a O am M co N O N / U N 0 L Q a-J / v� NOTES: 1. #O REFER TO DOOR SCHEDULES, SEE SHT A-1. 2. SEE SHT H-1 FOR LOUVER SCHEDULES. NO. DATE BY REVISION C \/TC II TlI II \A/AI 1 FLOOR PLAN SCALE: 1/4" = 1'-0" NOTICE CLB �ZCTCU ORCHARD.qm SHEET DESIGNED cvoF WAS��ir-J'---` CITY OF PORT ORCHARD ° iZ 1 �� ` �cMCCORMICK WOODS - PUMP STATION DRAWN W �j u xn r WELL NO. 11 FLOOR PLAN LAYOUT A-2 IF THIS BAR DOES a' Chi SITE IMPROVEMENT PROJECT NOT MEASURE 1" EKS aF'�At CO SO �' " THEN DRAWING IS CHECKED °erg EGrsTERti l�`o _ r-i. NOT TO SCALE ssI�NAL .71 f PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 31 Of 69 U a� O cYi N O J U 0 w n/ a a rn O N N O N O M rl M i a M a M 00 N i O N Q) N V7 0 a i N C E C Q) a >N L U L O L O a O M 00 N / O N / V) U N L Q N / .. m �� w 7?1_nll 4 GUTTER A-7 4'x4' ROOF HATCH CENTERED OVER BOOSTER PUMP (TYP) ROOF LINE LIGHT (TYP) 21_011 r- I I I I I I � I-- I I I I I I I I I I I - 5'-6" -- - -- -- Ln 1O � 3'-0" -- - -- - ❑C -- -- a O V) r- I I I I I I � -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- —�F-- ��- II II I I II II II II II II II II II I II II I - -- -- I -- a O ci -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- I I I I I I I I I - - - - - - - - - - ujaOFLOOD cn - PROPOSED ROOF — PEAK — - — — - — — - — — - — — - — I - I I - — - Lu u) — - — - — - — - — - — - — - — - — - — - - - I I I I I I I I I I I — - II II II II I I II II II II II II II II II II II II - � � I I - _LL I L. 5'x5' CENTERED WELL ROOF HATCH OVER PUMP EXTERIOR WALL BELOW 72'-0" REVISION NOTICE CLB 0 /Z 1 DESIGNED JLC DRAWN IF THIS BAR DOES NOT MEASURE 1" EKS THEN DRAWING IS CHECKED NOT TO SCALE Og WAS+l 8�C't ROOF PLAN SCALE: 1/4" = V-0" f, consor CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT 21_O11 ROOF OVERHANG (TYP) PUMP STATION ROOF PLAN LAYOUT PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN I DATE: APRI� SHEET A-3 32 of 69 U Q) U') O M N 0 O J U 0 ry a a N O N M N O N N \ U) a a M 00 N 0 N V) a-1 Q) N Q N c a� E a� E a a� L U L O L O a O rn M 00 N O N V) U N 0 d �I W i C B 511 O i 00 SL-1 SL-2 HPU-2 HPU-1 T ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , ,, , lk lk ''k ''k ''k ''k ''k ''k ''k 'd, O METAL DOWNSF ANCHORED TO SM( CMI SPLIT FA( ACCENTS CONC (TYP) NOTES: 1. ( REFER TO DOOR SCHEDULES, SEE SHT A-1. 2. SEE SHT H-1 FOR LOUVER SCHEDULES. NO. I DATE I BY I REVISION 9A-6 24"x24" SUPPLY LOUVER NORTH ELEVATION SCALE: 3/16" = V-0" C`TA l\lr-%Tr,if- C`CA KA KACTA I 19ClClC SOUTH ELEVATION SCALE: 3/16" = V-0" 24"x24" 1 SUPPLY A-6 LOUVER rT*'� A-7 77 - SL-3 N O -L-- O ILI I HPU-1 STEEL DOUBLE DOOR ZZ A-6 EAST ELEVATION SCALE: 3/16" = V-0" ROOF HATCH NTERED OVER PUMPS (TYP) WALL H ' • SLIP (T lmmmmmmmmmmmmmmmm ®®®®®®®®®®®®®®®® ®®®®® �I®I®I®I®I®I®I®I®I®I®I®I®I®I®I®■ ■I�I�I�I�■ ALUMINUM CURTAIN le 4 ROLL -UP DOOR �-6 WEST ELEVATION SCALE: 3/16" = V-0" 4 GUTTER (TYP) A-7 ROOF HATCH CENTERED OVER WELL PUMP EEZE YDRANT YP) NOTICE CLB ZCTOU��RCHARD ® SHEET DESIGNED ��,0 WASSj'rl�j'!i -J' --- CITY OF PORT ORCHARD o �Z 1 PUMP STATION JLC w �� x MCCORMICK WOODS - A_4 E- WELL NO. 11 ARCHITECTURAL ELEVATIONS DRAWN Wn r IF THIS BAR DOES a ,� ,�*; SITE IMPROVEMENT NOT MEASURE 1 EKS 46352 4 n THEN DRAWING IS �A GIST- 4� _ ' "" '', '' CHECKED PROJECT NOT TO SCALE �`rsIpNAL ��1� f-�_P� ° PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 33 of 69 U N V7 O (y) N O J U w n/ a a O N N O N O M rl Ln a 0) ui a a rn M 00 N O N Q) N V7 0 a U / N C E C Q) a >N L U L O L O a O M 00 N O N V) U N O L Q I N / ' , ' ' ' ' ' , , , , , , , ' , Li I C INTERIOR CMU WALL NO. DATE BY REVISION SECTION A SCALE: 3/16" = 1'-0" "'t-2 SECTIONrc SCALE: 3/16" = 1'-0" �-2 I I I 'I I I -- J 2 �'t-7 0 SECTION rB SCALE: 3/16" = 1'-0" "'t-2 SECTION rD SCALE: 3/16" = 1'-0" �-2 NOTICE CLB DZCTCU ORCHARD.- 0 SHEET o �Z 1 DESIGNED ��,� wAs�j�� -J'--CITY OF PORT ORCHARD PUMP STATION ]LC w �� x� MCCORMICK WOODS - DRAWN w0 sorc n - WELL NO. 11 ARCHITECTURAL SECTIONS A-5 IF THIS BAR DOES a - SITE IMPROVEMENT �PROJECT NOT MEASURE 1" EKS 4 4�' " THEN DRAWING IS CHECKED �A�,�ACISTER�9ltiS4'� -� P�i .Ilk ;i _ NOT TO SCALE SSI�NAL ! 34 of 69 � f7if zuz' PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 U N J 0 cYi N 0 0 J U w Q r, a- m O N M N 0 N M M 0) -0 cri w 0 Q rn M 00 N 0 N a� i Q i N c C a) Q L m rZ U L O L O a o M Go N 0 N U N 0 L Q > N BACKER ROD & SEALANT EXTENDED SI MET FLASHIN FIXED LOUV SPECIFIED E: %2" BIRD SCR BACKER ROD SEALANT EXTENDED S MET FLASHIC TYPICAL TYPICAL LOUVER SCALE: 1 1/2"=V-0" 4NGLE AT HEAD, JAMB �L SILL, W/AB. ATTACH -OUVER ASSY PER MFR �EQ'S AND APPLICABLE ODES, SEE SECTION )8 91 19 NTERIOR DAMPER AND FILTER RACK AS SPECIFIED 1'-0" i FOLD -OUT TABLE 2 A-4 SCALE: 1 1/2" = V-0" A-2 1 r.,-n,, npFNTNrr A �CMU rPPS O ROL IRO MAX OVERHEAD DOOR ELEVATION, INTERIOR SCALE: 1/2" = V-0" NO. DATE BY REVISION NOTICE 0 jz 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE WALL � PULL CHAIN ING SERVICE DOOR VSULATED ALUMINUM FAIN TO BE CORNELL I WORKS - THERMISER MODEL ESD30 OR 'D EQ VINYL BOTTOM SEAL HOOD DOOR CURTAIN BLDG INTERIOR NOTES: 1. FOLDING BRACKET SHALL BE KNAPE AND VOGT 206 SERIES FOLDING L-BRACKET OR EQUAL. MINIMUM CAPACITY 880 LBS. PER PAIR. LOCKABLE WITH ONE -HAND RELEASE MECHANISM. CORROSION RESISTANT FINISH, COORDINATE COLOR WITH OWNER. 2. PRIOR TO INSTALLATION, COORDINATE LOCATION WITH OWNER. PROVIDE FINISHED SURFACE ON BACK SIDE OF HOOD TO MATCH DOOR CURTAIN EXTERIOR i 2% SLP, OVERHEAD DOOR SECTION SCALE: 1/2" = V-0" CLB �)JU1 Cjl� DESIGNED �� of wAsh,I�l� JLC E-, = . DRAWNAt a E KS 46'36t � CHECKED ��EGISTER�°1�ww SSj�NAL V, L21 �Zuz� consor 3" CMU W/ INTEGRAL INSULATION, SMOOTH :ACE ON BOTH SIDES INTERIOR CMU WALL SCALE : NTS 3 A-5 CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT 8" CMU WAL EXTE RIO ROD & SEAL HEAD DRIP STEEL FRAN FOAM INSUI ACOUSTICA SEAL STEEL DOOI FOAM FILL I (3) ANCHORS PER JAMB ROD & SEALAI STEEL FRAME FOAM INSUL F ACOUSTICAL I SEAL STEEL DOOR \ FOAM FILL INSUL SEALANT W/ BACKER ROD IN JT 01-1 Off /-KAI 1 0 SILL EXTERIOR DOORS SCALE: 3" = 1'-0" INTERIOR A 'TOMATIC ACOUSTICAL )R SWEEP PER SPECS %2" HEIGHT ACOUSTICAL ESHOLD - FILL VOID ►ER W/ SEALANT ARCHITECTURAL DETAILS - 1 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWNDATE: APRIL 2023 SHEET 35 of 69 U N V7 O cYi N r) D 0 J U w w Q r, a M O N M N O N M M 0) 3 cri w 0 Q Q rn M 00 N O N a� a� Q i N c a� C a) E a� L U L 0 O a O M Go N O N U 0 L Q > N 6" METAL GUTTER \A CONTINU( DEBRIS S( VENT BLOCKING, (3) 13/4" DIA HOLES EA RAFTER SPACE 2x4 BLOCKING BETWEEN JOISTS METAL FLASHING ON CONTINUOUS CLEAT - LAP CMU 1" 2x4 BLOCKING BETWEEN OUTRIGGERS 0 METAL TRIM OVER 2x14 PPT FASCIA WRAP METAL AROUND TO BACK AND ABOVE SOFFIT PANEL — CEMENT FIBER BOARD SOFFIT SYSTEM -RAKE BEYOND BACKER ROD & SEALANT VARIES FASCIA SCALE: 1" = V-0" TYPICAL 6" GUTTER 3" = 1'-0" 12 4 0 — VAPOR RETARDER R-49 RIGID INSULATION 1x3 WOOD TRIM, PINE, TO COVER TOP PLATE - PAINT NAILER PROVIDE CONTINUOUS SOFFIT VENT W/ 5 SQ IN/LINEAR FOOT OF FREE VENT AREA MTL. ROOFING ON UNDERLAYMENT ON PLYWD SHEATHING I ' N MTL. FLASHING ON 2x14 PPT RAKE - WRAP METAL AROUND BACK AND ABOVE METAL SOFFIT SYSTEM CEMENT FIBER - BOARD SOFFIT SYSTEM 2x4 BLOCKING BETWEEN OUTRIGGERS -BACKER ROD & SEALANT RAKE SCALE: 1" = 1'-0" MANUFACTURED INSULATED, HINGED ROOF HATCH COVER & CURB ASSEMBLY W/ REMOTE MECHANICAL OPENING i OPERATOR i SHEET METAL FLASHING METAL ROOFING ►VER 2x14 RAP D TO 13ACK AND A13OVE SOFFIT PANEL re NOTES: R-49 RIGID INSULATION 2x4 WOOD NAILER WITH EXP. ANCHORS @ 24" O.C. 0 0 VAPOR RETARDER • STEEL CONNECTORS SHALL BE 1-HOUR FIRE PROTECTED W/ INTUMESCENT PAINT • 1x3 WOOD TRIM, PINE - PAINT METAL CRICKET, MIN DRAIN SLP 1:6 METAL RIDGE VENT lm�///ls 1. PROVIDE FLASHING, CRICKET, COUNTER FLASHING, AND SEALANT AS NECESSARY TO ENSURE A WATERTIGHT ROOF. SUBMIT FLASHING LAYOUT AROUND ROOF HATCH CURB FOR ENGINEER'S APPROVAL. ROOF HATCH r5 1" = 1'-0" �-4 NOTICE CLB )JCT CUB 0 1 1 DESIGNED �j�'�w of WA3hrl�l�j`/i 2 F J LC w � z DRAWN WAt IF THIS BAR DOES NOT MEASURE 1" EKS'' 4e3=52 THEN DRAWING IS CHECKED°A�REGISTER�9l�4� NOT TO SCALE SSjoNnL Edo NO. DATE BY REVISION �zuz� C/L RIDGE BEAM 2" i 1-011 METAL RIDGE VENT - LAP 6" MIN. W/ 2 ROWS OF SEALANT METAL ROOFING PANEL OVER UNDERLAYMENT OVER PLYWD SIMPSON LUS SLOPED HANGER EA RAFTER, TYP RIDGE BEAM - GLULAM OR STEEL I BEAM WITH BLOCKING, SEE STRUCTURAL SHEETS RIDGE SCALE: 1 1/2"=V-0" (3) 13/4" DIA. HOLES EA. RAFTER SPACE - TYP. BOTH SIDES OF BEAM FASTENER WITH NEOPRENE WASHER & COLOR MATCHED HEAD - SPACE @ 8" o.c. INTO 'Z' CLOSURE -'Z' CLOSURE R-45 RIGID INSULATION VAPOR RETARDER 5/8" REGULAR GYPSUM WALL BOARD 2" THICK R-10 RIGID CMU WALL PER INSULATION. EXTEND TO STRUCTURAL TOP OF FOOTING BITUMINOUS STAINLESS STEEL DAMP PROOFING FLASHING, INSTALL UNDER CMU TO EXTEND MIN 4" INTO SOIL OR PAVING GRADE OR a PAVING PER CIVIL o��oD�o��oD�o��oD�o�oD�o�oD�o�oO 0 0 0 0 0 0 II III III d ° Q ° ° • At 4 • ------ NOTES: 1. FABRICATE FLASHING TO FULLY CONCEAL INSULATION AT BUILDING CORNERS AND DOOR OPENINGS. PERIMETER FOUNDATION INSULATION SECTIO SCALE: NTS CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT 8" CMU WALL PER PLAN, BEYOND 3/16" GALVANIZED STEEL J-CHANNEL, CONTINUOUS AT DOOR OPENINGS. EXTEND EXTERIOR FACE MIN 4" BELOW GRADE. PAVING OR FINISHED GRADE PER CIVIL NF �� ° • TFT — 3�� _o—_ I I I � _ ° 00000000000000 0 o p o p o 2" THICK R-10 RIGID INSULATION. EXTEND TO TOP OF (2) ROWS OF 3/8" FOOTING a • ------ — DIA x 3" CONC ° SCREWS BITUMINOUS (STAINLESS) DAMP NOTES: @ 16" O.C. PROOFING 1. FABRICATE FLASHING TO FULLY CONCEAL INSULATION AT BUILDING CORNERS AND DOOR OPENINGS. FOUNDATION INSULATION SECTION AT DOOR OPENINGS SCALE: NTS ARCHITECTURAL DETAILS - 2 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 SHEET A-7 36 of 69 U a� Ln 0 cYi N 0 O U w Q rn - Q 0 M N 0 N \ N 0 5- m 00 N 0 N / a) a� / Q N c a� E c a) E Q a� L fu U L O L 0 a 0 am fM N / 0 N U 0 L Q 4-JI > / ON rB M-2 ao N F ------- — FROM CLEARW ELL 1/2" SCH 80 PVC SAMPLING LINE, CONTRACTOR TO FIELD ROUTE TO SAMPLING STATION 3' N 28 N 22 WATER SAMPLING STATION, SEE DIET 6, SHT M-6 BACKWASH FLOW METER (MANUFACTURER PROVIDED) E �-3N PUMP DISCONNECT PANEL A M-2 3'-0" N SAMPLING LOCATION, SEE C DIET 1, SHT M-4 �M_2 32 28 36 '—C 1 t I —7'-0" — —I 7 G M-3 10'-11" NOTES: f� 1. SEE EQUIPMENT LIST AND NOTE REFERENCES ON SHT M-2. 2. 1" POTABLE WATER LINE, CONTRACTOR TO FIELD ROUTE TO EMERGENCY EYEWASH & SHOWER STATION, SEE SHT P-1 REVISION :J 38 CONCRETE PEDESTALS, SEE STRUCTURAL (TYP) I SEE SHT M-2 FOR rEQUIPMENT CALLOUTS 5-411 I L E&IC CONTROLS ROOM WELL PUMP VFD CONTROL PANEL 28 PUMP &TREATMENT ROOM 3'-0" In (P) 2" DEEP MOLDED FIBERGLASS WALKING 28 24 20 28 GRATE, SEE DIET 5 & 6, SHT M-4 28 _�j.LL_L � FUTURE FILTER SKID VL n � T7 77 '�L 12'-10" 6" 12'-10" SEE SHT M-2 FOR EQUIPMENT CALLOUTS 15'-10" 35 I BACKWASH WATER TO ON -SITE MANHOLE, SEE SHEET C-4 & DIET 1, SHT C-10 NOTICE CLB �ZCT Ctj� 6v WAS'�j,� 0 1 1 V2 DESIGNED JLC W DRAWN IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS EKS 46;3. 4 •�+��EGISTER�9lZS4� CHECKED ssI�NAL NOT TO SCALE ECG /71 �2raz� 20 PLAN SCALE: 3/8" = 1'-0" At consor O RCHARD J-- 17 I I I 25 I,I II II I,I II II I,I II II I,I II II I,I II — _ WALL PENETRATION 7 FOR FUTURE CHEMICAL TUBING 17 FUTURE SIMPLEX Mn04 METERING PUMP SKID 20 p �d MFR 28 0o 20 7 WATER EATE F M-3 NOTE: SEE EQUIPMENT LIST AND NOTE REFERENCES ON SHT M-2 STORAGE ROOM 3/8" CHEMICAL FEED LINE. CONTRACTOR TO FIELD ROUTE TO RISER 13 METAL SHELVING 500L FLUORIDE SATURATOR FLUORIDATION ROOM SPACE FOR STORAGE L FUTURE Mn04 TANK HEPA FILTRATION UNIT I SPACE FOR PALLET WATER NaOCI DUPLEX L METERING - SOFTENER PUMP SKID 3/8" CHEMICAL FEED LINE. CONTRACTOR TO FIELD ROUTE TO RISER 13 HYPCHLORITE STORAGE TANK CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 SITE IMPROVEMENT PROJECT I EMERGENCY EYEWASH & SHOWER (TYP) DISINFECTION ROOM NaOCI GENERATOR CONTROL & PLUMBING OI HEAT PUMP UNIT AND PAD 0� 0 aQ � d a� z Qa w =z O SHEET PUMP STATION MECHANICAL PLAN M-1 PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 37 Of 69 ME 12" FINISHED W FROM CLEARWE 4] EQUIPMENT LIST: 6 31 1O 8" DISMANTLING JOINT, FLG 5 10 O2 8" CHECK VALVE 1 3O 1/2" SAMPLING TAP, SEE DET 3, SHT M-4 _ 8" RAW WATER O4 2" CARV, SEE DET 1, SHT M-5 EL 425.67' 5O 8" FLOW METER 9 6O 8" GATE VALVE O7 8" 900 BEND, FLG 28 S 8O 8" 900 BEND, MJ ° FLR EL 422.00' ACCESS LADDER 9O 8" TEE, FLG a 10 8" BLIND FLANGE I ACCESS ° 11 8" WYE, MJ LL CASING, LADDER 34 33 34 12 2" ARV, SEE DET 1, SHT M-5 1-6 7 a 32 22 32 13 3/8" CHEMICAL FEED LINE 8" RAW WATER TO CLEARWELLS EL 417.33' 14 ANNULAR PRESSURE GAUGE _ EL 417.33' � — — — — 15 �� ° 4 90 BEND, FLG ° BOT EL 416.10 BOT EL 416.10' 16 4" BLIND FLANGE SUMP EL 415.10 A 17 4" 900 BEND, PVC SUMP EL 415.1 18 1" TAP, SEE DET 3, SHT M-6 19 INSULATING FLANGE KIT, SEE DET 2, SHT M-5 SECTION A SECTION B 20 8" RESTRAINED FLANGED COUPLING ADAPTER SCALE: 1/2" = 1'-0" M-1 SCALE: 1/2" = 1'-0" M-1 21 8" 450 BEND, MJ 22 2" RESTRAINED FLANGED COUPLING ADAPTER 23 8" x 10" DI RDCR, MJ 24 4" PVC CONDUIT AND 4" x 2" SCH 40 PVC SLIP x SPIG REDUCER BUSHING SECTION c SCALE: 1/2" = 1'-0" M-1 1" POTABLE W TO EMERGENC & SHOWER ST WATER TO 8" FINISHED WATER TO N SYSTEM DISTRIBUTION SYSTEM EL 417.33' SECTION D SCALE: 1/2" = V-0" M-1 25 4" SDR 40 PVC CONDUIT SLEEVE 26 NaOCI AND KMn04 INJECTION, SEE DET 1, SHT M-4 27 FLUORIDE INJECTION, SEE DET 1, SHT M-4 28 PIPE SUPPORT, SEE DET 2, SHT M-4 29 BOOSTER PUMP 30 STD 1/2" COMB AIR/VAC VALVE, LOW PRESSURE 31 1/2" AIR RELEASE VALVE W/VACUUM CHECK 32 12" x 4" TEE W/ BLIND FLANGE AND 2" THREADED TAP 33 2" PRESSURE RELIEF VALVE, THREADED 34 2" GATE VALVE, THREADED 35 4" 900 BEND, MJ 36 12" TEE, FLG 37 12" 900 BEND, FLG 38 12" GATE VALVE NOTICE CLB �ZCTCjI ORCHARD.qg SHEET DESIGNED �oF WAs�I��f -J'-- CITY OF PORT ORCHARD 0 'Z 1 �o�� MCCORMICK WOODS - PUMP STATION MECHANICAL SECTIONS JLC DRAWN E- z - WELL NO. 11 1 OF 2 M-2 IF THIS BAR DOES a.;� - �� SITE IMPROVEMENT PROJECT NOT MEASURE 1" EKS'' 4E3=52 At CO SO a �`*' " O REGISTER�9 4'tV �_r* _ ,Q THEN DRAWING IS — NOT TO SCALE CHECKED �sSIpNAL 1121 f-�—P NO. 38 Of 69 DATE BY REVISION '�ffZuzz PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 U aJ V1 J O M N O J U w n/ a r, a N O N M N O N M M �1 rri N i M 00 N i O N Q) N V7 / 0 a U / N C E C Q) a a� L U L O L O a O M 00 N / O N / V) U N L a �I Q) / 8" RAW WATER FROM WELL 11 EL 417.33' NO. DATE BY REVISION SECTION SCALE: 1/2" = 1'-0" NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE FUTURE FILTER SKID 8" FINISHED WATER TO CLEARWELL EL 417.33' SECTION SCALE: 1/2" = 1'-0" FLR EL 422.00' CLB �ZCT CU�RCHARD DESIGNED ��v�OF WASt,11 CITY OF PORT ORCHARD ]LC MCCORMICK WOODS - DRAWN 01 - WELL NO. 11 SITE IMPROVEMENT EKS 4�,,52 � At COnSOr.q �*� � _. CHECKED PROJECT A GISTER 4 SjGNAL 1'21 �20 ? SEE EQUIPMENT LIST AND NOTE REFERENCES ON SHT M-2 4" BACKWASH WATER TO MANHOLE EL 431.90' (SEE SHEET C-4) FUTURE FILTER SKID PUMP STATION MECHANICAL SECTIONS 2 OF 2 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN' DATE: APRIL 2023 SHEET M-3 39 of 69 NOT 1. 2. 3. U LO 5- J O M N 0 0 U 0 w w Q r, a N N cYi M N O N M 0) 3 1 rn M co N I O N a) a� / Q U / N c a� E C a) E a� I L U L 0 a--J L 0 a O am M co N / O N U 0 L Q a-J Qj / CHEMICAL INJECTION AND SAMPLE TAP SCALE: NTS EXTEND ENCASEMENT VERTS AND BEND 1'-0" INTO TOP OF SLAB FROM CHEMICAL FEED PUMP 3LE G 2" SCH 40 PVC SLIP X SPIG UCER BUSHING INSTALLED LOOSEL PLUGGED WITH DUCT SEAL ;CH 40 PVC CONDUIT GROUT CONCRETE PENETRATION r)Tr1C CT7C r) A KIf-C PIPE SUPPORT 2 SCALE: NTS �-2 BEARING BAR SPAN ;ROUT, BANDING (REQUIRED) BEARING BARS CROSS BARS :ACE 4UGE " TYPE V1000 COCK NOTES: 1. FOR STL, GALV & PVC 2-1/2" & SMALLER USE A BUSHING IN A TEE 2. FOR DI & FRP ALL SIZES, USE PIPE SADDLE W/BUSHING 3. FOR STL & SST PIPES 3" & LARGER, & PRESSURE VESSELS, USE THRED-O-LET 4. PROVIDE SNUBBER FOR POSITIVE DISPLACEMENT PUMP INSTALLATIONS 5. CONFIGURE GAUGE PET COCK AS NEEDED FOR VISIBILITY AND ACCESSIBILITY PRESSURE GAUGE AND GRAB SAMPLING TAP MOUNTING SCALE: NTS M-2 Ha Field Drill 5116" Hole 114" x 2-1 /4" Bolt /— 1-1/2" Grating —" WHERE PIPE ENCASEMENT IS ___-- IMMEDIATELY BELOW FDN SLAB, EXTEND VERT BARS TO TOP OF 2'-0" 2-#5 EACH SIDE SLAB AND HOOK i 114" Washer BOTTOM "U" SECTION OF CONST JT TIES CONT TO END OF TYP PIPE ENCASEMENT REINF ENCASEMENT BEND & LAP PIPE ENCASEMENT REINF V-0", TYP 8" MIN ALL AROUND 3" CLR, TYP NEED NOT EXCEED 1'-6" #5 TIES @ 12" OC 7-#5CONT ' - } PROVIDE LEVEL BEARING AREA EXTEND ENCASEMENT 1' 6" J BELOW VERT PIPE RISER EQUAL MIN BEYOND OUTSIDE EDGE TO ENCASEMENT CROSS END AREA T ?� 211 OF FOOTING UNLESS NOTED OTHERWISE PIPE ENCASEMENT CONCRETE PIPE ENCASEMENT SCALE: NTS REVISION NOTICE I rl Q 0 VZ 1 UCJIuIVCU JLC DRAWN IF THIS BAR DOES NOT MEASURE 1" EKS THEN DRAWING IS CHECKED NOT TO SCALE �F WASHt4CID l�r 46;8 9 w4 0A EGISTERti �w �sSIONAL B��l f /71 f zoz' CLEAR OPENING ALUMINUM ANGLE BEAM (TYP) WALKING GRATE MOUNTING DETAIL SCALE: NTS consor O RCHARD CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT WALKING GRATE MOUNTING DETAIL SCALE : NTS MECHANICAL DETAILS - 1 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 SHEET M —4 40 of 69 NI (1TF C U aJ J 0 M N O J U 0 w a rn a N N M N 0 N M Ln 4- 0) rn M 00 N O N N 0 U N c a� C a) E Q a� L c0 U L O L O a 0 M Go N 0 N U O L Q > N NOTE: 1. COORDINATE LOC) HATCH WITH WELL PI REMOVAL OF BASE A' PLATE. 3" SEE 3" ELEC COI THRD COUP SEE NOTE 1 CASING 1.5" SCHED ... 304SS THRD COUPLINGS STRAPPED TO COLUMN PIPE EVERY 10" WITH SS STRAPS (TYP OF 2), SEE NOTE 4 NO. DATE BY REVISION PLAN 1. PLACE NON -INSULATED SIDE OF BOLT TOWARD VALVE SCREEN 2. DO NOT APPLY METALLIC OR OTHER VENT NON -INSULATING PAINTS TO INSULATING kRV PARTS OR FLANGES KInTC 1. PIPE, FITTING, AND VALVE SIZES SHALL MATCH AIR VALVE INLET DIAMETER UNLESS NOTED OTHERWISE. AIR RELEASE OR COMBINATION AIR/VAC VALVE SCALE: NTS CAD nl IMP SURFACE PLATE, ZUARE x 1 3/4" STL ROP PIPE 1" DIA HILTI HIT -RE 500 SD+HAS SST THRD ROD ANCHOR BOLT HOLE, TYP OF 4 3/4" THRD COUPLING (THREAD-O-LET) 8" STL 900 BEND, PE WELDEDxFLG 3'x3'x2' CONC BASE, COORDINATE W/ VAULT BOTTOM OPENING 30" SOLE PLATE (1" THICK) 3. INSULATING SLEEVE TO BE 1/64" SHORTER THAN DISTANCE BETWEEN STEEL WASHERS WHEN BOLT IS FULLY TIGHTENED 4. COAT WITH COLD APPLIED COAL TAR MASTIC AFTER ASSEMBLING JOINT AND WRAP WITH A BUTYL RUBBER ADHESIVE, POLYETHLENE BACKED TAPE STEEL WASHER----, INSULATING GASKET FULL FACE "O" RING INSULATING SLEEVE INSULATING WASHER HASHER FLOW INSULATED FLANGE K7 SCALE: NTS M-2 LIFTING EYE LEVEL PROBE ACCESS TUBE (TYP OF 2), SEE NOTE 4 RUBBER SEAL #4@6"OC, HORIZ 8" DIA STL WELL PUMP DROP PIPE EXIST 20" DIA STL WELL CASING WELL PUMP BASE AND SURFACE PLATE ASSEMBLY DETAIL SCALE : NTS NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE CLB �)JUT Cjl� DESIGNED �� of wAsh,I�l� DRAWN a �✓�� , EKS alp 4E�sz At CHECKED�EGISTER�°l�ww ssjONAL V, j q I ,Z t SECTION 'A' 3 �M-2 8" STL 900 BEND, PE WELDEDxFLG 12" MIN, 3/4"-0" CR REMOVE GROUT SEAL & CASING AS REQ'D CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT 3" SCH 40 STL WELL VENT W/24 MESH SCREEN WELL VENT W/ INSECT SCREEN SCALE : NTS SHEET NOTES: 1. FURNISH AND INSTALL WATERTIGHT CONDUIT SEALING BUSHINGS FOR PUMP POWER AND LEVEL SENSOR COUPLINGS THROUGH WELL SURFACE PLATE, SEE ELECTRICAL SPECIFICATIONS. 2. ALL THREADED COUPLINGS THROUGH SURFACE PLATE ASSEMBLY SHALL BE SEALED AND WATERTIGHT. 3. COMPLY WITH ALL REQUIREMENTS OF WASHINGTON DEPARTMENT OF ECOLOGY FOR WORK ON EXISTING WELL. 4. BOTTOM AND TOP 5' OF SOUNDING AND TRANSDUCERS PIPES SHALL HAVE MINIMUM OF 20 HOLES DRILLED IN PVC TO ALLOW WATER AND AIR TO ENTER. DRILL HOLE IN BOTTOM OF END CAP. MECHANICAL DETAILS - 2 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN' DATE: APRIL 2023 SHEET M-5 41 of 69 STL THREADED COUPLING 1.5" PVC TRANSDI TUBE (TY TERMINAZ AT TOP Of ASSEMBL) 'ALVES TO BE RISER NOT TO ECK VALVES 3" DIA PRESSURE GAUGE 0-150 PSI RANGE 1/2" THREADED BALL VALVE, TYF REDUCING BUSHING TO 1/2", AS NEEDEE DIRECT TAP TO PIPE PRESSURE SCALE: NTS EXTERIOf FILL ANNULAR W/ WATERTIGF RUBBER SEALA NnTF flI PIPE DIAMETER, AS SHOWN ON PLANS 1" IPT DI SADDLE EPDXY COATED W/ TWO SST STRAPS 1" BV, RDCR AS NECESSARY AND PIPE SIZE PER PLANS AND DETAILS GAUGE rTTAP DETAIL 3 M-2 SCALE: NTS �M-2 1. GROUT CMU WALL TO 12" ABOVE PENETRATION PRIOR TO CORE DRILLING. LINK SEAL DETAIL r5 SCALE: NTS k M-1 6TOMERIC SEAL :MENT LT =SSURE PLATE INTERIOR RE DRILL OR PREFORMED JETRATION, SIZE AS Z'D FOR CARRIER PIPE & K-SEAL NC OR CMU WALL 5'-0" MAX NOTFq HOT DIPPED GALVANIZI SLEEVE, CAST IN PLACE CONCRETE ONLY FLOOR PENETRATION DETAIL SCALE: NTS KEY NOTES: O1 ALL PIPING TO BE 1/2" SCH 90 CVPC O2 BALL VALVE (TYP) O3 BALL CHECK VALVE (TYP) O4 PRESSURE REDUCING VAVLE (TYP) O5 PRESSURE GAUGE (TYP) O6 Y-STRAINER O7 ROTOMETER W/INTEGRAL NEEDLE VALVE (TYP) O8 1/2" DRAIN, ROUTE TO HUB DRAIN O9 OVERFLOW, ROUTE TO HUB DRAIN 10 PROVIDE MOUNTING BOARD, SIZE AS NEEDED, MOUNT TO WALL MATERIAL LIST: IT] FLUORIDE ANALYZER (PROMINENT DULCOTEST FLEP 010-SE OR EQUAL) [2] CHLORINE ANALYZER (PROMINENT DULCOTEST CLE 3.1 OR MULTI -PARAMETER ANALYZER SYSTEM 1. COORDINATE CONNECTION OF PIPING WITH INSTRUMENT AND INSTRUMENT CELL CONNECTIONS. 2. INSTALL ANALYZERS PER MANUFACTURER'S INSTRUCTIONS. 3. ROUTE POWER AND SIGNAL CABLES TO ELECTRIC WIREWAY AT TOP OF PANEL. USE LIQUID TIGHT FLEXIBLE METAL CONDUIT FOR SIGNAL AND POWER TERMINATION TO ALL INSTRUMENTS. 4. CONTRACTOR TO SUPPORT ALL PIPING TO THE MOUNTING BOARD PER SPECIFICATION 40_05_07. 5. USE CPVC PIPE UP TO THE ROTAMETER INLETS. USE FLEXIBLE HOSE FROM THE ROTAMETER OUTLETS TO THE ANALYZERS. FINISHED WATER SAMPLE PANEL 6 WELL SECTION 1 SCALE: NTS M-1 SCALE: NTS �j- 2 NOTICE CLB �)ZCTCj�RCHARD ® SHEET 0 Y2 1 DESIGNED �� w pF wAShrl ,,l�j`/i -J'-- CITY OF PORT ORCHARD JLC MCCORMICK WOODS - MECHANICAL DETAILS - 3 M _ c n rWELL NO. 11 6 IF THIS BAR DOES DRAWN a �l _ SITE IMPROVEMENT NOT MEASURE 1" EKS ', 4fi3b2 9 ��0SO Aax*' _ p• . PROJECT THEN DRAWING IS — NOT TO SCALE CHECKED p�SSIpNAL E pl�� ! -�—P NO. DATE BY REVISION `�I'Zif2c� PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 42 Of 69 EQUIPMENT LIST: U a� Ln J O M N O J U 0 w Q a 00 N N M N O N N N a a Q rn m 00 N O N / a) a� / 0 Q U / N C E C a) E Q a� L U L O a--J L O a O am fM co N O N U 0 L Q +-I / DRAIN SUMP � Lu m - -- ---- -, - - - � � v SHTIC-4 (TYP OF 3)" NO. I DATE I BY I REVISION NOTICE AAJLAACLB �ZCT CI44*wORCHARD. Al 0 jz 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE Ut51CiIVtU 11 (' UKAWN FIIC (.;NLUKEU r�C .r At ��Cyl f `� �'71 f zoz' consor CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT l 1 1 4"0 FLOOR DRAIN W/ P-TRAP, SEE DET 4, SHT P-2 4" SCH 40 PVC WYE 4" SCH 40 PVC 450 BEND 4" CLEANOUT, SEE DET 3, SHT C-12 WATER HEATER TANK 1" SADDLE TAP 1" REDUCED PRESSURE BACKFLOW PREVENTOR 1" BALL VALVE INTERIOR HOSE BIBB, SEE DET 2, SHT P-2 NON -FREEZE WALL HYDRANT 11 PLUMBING NOTES: 1. FLOOR DRAINS, CLEANOUTS AND PLUMBING FIXTURES SHALL BE TRAPPED AND VENTED AS REQUIRED BY UNIFORM PLUMBING. 2. SLOPE ALL PIPE CHASE FLOORS AT 1% MINIMUM AS SHOWN. CONTRACTOR TO FIELD VERIFY PIPE CHASE DRAIN INVERT ELEVATIONS. J 3. ATTACH EXPOSED PLUMBING TO WALLS PER DET 1, SHT P-2 4. FOUNDATION DRAIN AND ROOF DRAINAGE NOT SHOWN. SEE CIVIL SHTS. 5. POTABLE WATER PIPING SHALL BE COPPER PER SPECIFICATIONS. 6. SLOPE ALL CONCRETE SLAB FLOORS TO FLOOR DRAINS AND PIPE CHASES AT 1% MINIMUM SLOPE AS SHOWN. OTABLE WATER LINE, !TRACTOR TO FILED ROUTE MERGENCY EYEWASH & )WER STATIONS PUMP STATION PLUMBING PLAN PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN I DATE: APRIL 2023 SHEET P-1 43 of 69 u 4J U) O ri N 0 O J u w w Q a Ln N M N O N N N N a N a Q rn M 00 N O N Q) N V7 0 U / N c a� E C a) E Q a� L u L O L O a O M 00 N O N V) 4-1 N O L Q �I N / ZMU WALL 0/8" UNISTRUT CHANNEL STD PIPE STRAP, MFR BY JNISTRUT OR APPVD EQ EACH TO UNISTRUT PER FZ'S REQ CHOP, TO CONC WALL t MFR'S REQ W/ EPDXY HiNCHOP, BOLTS NOTES: 1. ORIENT UNISTRUT CHANNEL VERTICALLY OR HORIZONTALLY DEPENDING ON APPLICATION. 2. SUPPORT PIPE HORIZONTALLY EVERY 6 FEET (MINIMUM), AND VERTICALLY AT EVERY 10 FEET (MINIMUM). 3. ALL SUPPORT MATERIALS SHALL BE PER SPECIFICATION SECTION 22 05 29. PIPE SUPPORT rT� SCALE : NTS P-1 TO WATER LINE AUTOMATIC TRAP PRIMER VALVE, PRECISION PLUMBING PRODUCTS MODEL PTS-12 OR APPVD EQ MANIFOLD FOR TRAP PRIMING TUBES FLOOR DRAIN NOTES: C TUBE SUPPLYING FLOOR DRAIN TRAP TRAP SUPPLY 3/8" COPPER TUBING, TYP 1. TRAP SUPPLY PIPING SHALL CONSTANTLY SLOPE DOWNWARD ON RUN HORIZONTALLY FROM TRAP PRIMER TO FLOOR DRAIN CONNECTION. 2. INSTALL TRAP PRIMER PER MANUFACTURER'S REQUIREMENTS. FLOOR DRAIN TRAP PRIMER SCALE : NTS 3/8" BV, TYP CMU WALL E SUPPORT 1 flAwlame HOSE BIBB W/ VACUUM EAKER PER SPECIFICATION CTION 22 00 00 TYPICAL INTERIOR HOSE BIBB CONNECTION SCALE : NTS '+ ruuiNuH i iuiN/r"uur DRAIN VENT ISOMETRIC SCALE: NTS 2'- 1" EYEWASH & SHOWER DETAIL SCALE: NTS U N DATION/ROOF v R TO ON -SITE HOLE SAFETY SIGN 1 1/4" WATER SUPPLY — ADJACENT STRUCTURE OR WALL PIPE SUPPORT (TYP.) 1 1/4" DISCHARGE TO FLOOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS f-- FINISHED FLOOR NOTICE CLB �ZCTCjI ORCHARD.qg SHEET DESIGNED �oF WAS�iif -J'-- CITY OF PORT ORCHARD ° �Z 1 JLC w�� MCCORMICK WOODS - PLUMBING DETAILS _ DRAWN w At cOnSOr - WELL NO. 11 P 2 IF THIS BAR DOES �� SITE IMPROVEMENT NOT MEASURE 1" EKS 46Q52REG STvip �� " *' 1 k. - .••. - PROJECT THEN DRAWING IS - NOT TO SCALE CHECKED SIpNAL ��1t1 f-�-P� Zifzuz� PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 44 of 69 NO. DATE BY REVISION `�� U a)I H V) V) O rri N O U 0 w ry Q a 0 M N O N N 3 rn M 00 N 0 N a) a) Q U N c a� E C a) Q a� L c� U L O L 0 a O M 00 N O N V) U O L Q N HVAC ABBREVIATIONS ABBREVIATION MEANING AHU AO BDD BOD BOP CFCI CV (D) DIR DWV EC ED EF EG EL EO ES ESP EV ESD EXH (F) FC FD FFU FL FO GD IN HG HH HS HT IA MBH MA (N) NC NO OA, OSA OC OFCI P PSI PSIA RA RH RTD RTU SA SD SCFM SF SG SMACNA SP TP TC VAV IN WG 10 "s� = AIR HANDLING UNIT AIR TO OPEN BACK DRAFT DAMPER BOTTOM OF DUCT BOTTOM OF PIPE CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CONSTANT AIR VOLUME DEMO DIRECT -ACTING DOMESTIC WASTE AND VENT ENERGIZE TO CLOSE EXHAUST DAMPER EXHAUST FAN EXHAUST GRILL EXHAUST LOUVER ENERGIZE TO OPEN ELECTRIC SUPPLY EXTERNAL STATIC PRESSURE SOLENOID VALVE EMERGENCY SHUTDOWN EXHAUST FUTURE FAIL CLOSED FIRE DAMPER FAN FILTER UNIT FAIL LOCKED OR LAST FAIL OPEN GRAVITY DAMPER INCHES OF MERCURY HAND HOLE HYDRAULIC SUPPLY HEAT TRACED INTAKE AIR THOUSANDS OF BTU'S PER HOUR MAKE-UP AIR NEW NORMALLY CLOSED NORMALLY OPEN OUTSIDE AIR OCCUPIED OWNER FURNISHED, CONTRACTOR INSTALLED PNEUMATIC SIGNAL POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH ABSOLUTE RETURN AIR RELATIVE HUMIDITY RESISTANCE TEMPERATURE DETECTOR ROOF TOP UNIT SUPPLY AIR SUPPLY DAMPER STANDARD CUBIC FEET PER MINUTE SUPPLY FAN SUPPLY GRILL SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION SET -POINT TRAP THERMOCOUPLE VARIABLE AIR VOLUME INCHES WATER GAUGE HEAT PUMPS LOCATION OUTDOOR UNIT INDOOR UNIT THERMAL CAPACITY MANUFACTURER & MANUFACTURER & TOTAL CAPACITY TOTAL CAPACITY NO. VOLTAGE/PH/AMPS CONTROL MODEL NO. VOLTAGE/PH/AMPS FAN MIN CFM CONTROL MODEL HEATING (BTU/H) COOLING (BTU/H) CONTROL ROOM HPU-1 208(230)/1/30(30) AHU-1 GOODMAN GVZC20 AHU-1 208(230)/1/8(8) 1,600 T-1 GOODMAN ASPT 46,000 46,500 0481 48D14 HPU-2 208(230)/1/30(30) AHU-2 GOODMAN GVZC20 AHU-2 208(230)/1/8(8) 1,400 T-2 GOODMAN ASPT 35,400 35,800 PUMP & TREATMENT ROOM 0482 36C14 DISINFECTION ROOM HPU-3 208(230)/1/30(30) AHU-3 24RLXFZ AHU-3 208(230)/1/8(8) 250 T-3 ASUI2RLF1 24,000/12,000 24,000/12,000 FLUORIDATION ROOM HPU-3 208(230)/1/30(30) AHU-4 24RLXFZ AHU-4 208(230)/1/8(8) F7 250 T-4 ASUI2RLF1 24,000/12,000 24,000/12,000 LOUVERS MAX PRESSURE FREE AREA WIDTH HEIGHT DEPTH VOLUME DROP VELOCITY FREE AREA TAG LOCATION AREA SERVED MANUFACTURER & MODEL APPLICATION (IN) (IN) (IN) (CFM) (IN. WG) (FT/MIN) (SQ FT) NOTES PUMP & TREATEMENT SL-1 PUMP STATION ROOM GREENHECK, ECD-601 INTAKE 24 24 6 500 0.03 294 1.7 COMBO LOUVER/DAMPER PUMP & TREATEMENT SL-2 PUMP STATION ROOM GREENHECK, ECD-601 INTAKE 24 24 6 500 0.03 294 1.7 COMBO LOUVER/DAMPER PUMP & TREATEMENT EL-1 PUMP STATION ROOM GREENHECK, ECD-601 EXHAUST 24 24 6 1000 0.06 588 1.7 COMBO LOUVER/DAMPER SL-3 PUMP STATION CHEMICAL ROOMS GREENHECK, ECD-601 INTAKE 24 24 6 1000 0.06 588 1.7 COMBO LOUVER/DAMPER EL-2 PUMP STATION CHEMICAL ROOMS GREENHECK, ECD-601 EXHAUST 24 24 6 1000 0.06 588 1.7 COMBO LOUVER/DAMPER FANS TAG LOCATION AREA SERVED MANUFACTURER & MODEL DRIVE TYPE CFM TOTAL EXTERNAL SP FAN RPM BHP MOTOR HP V/C/P SONES (INLET) NOTES EF-1 PUMP STATION PUMP & TREATEMENT ROOM GREENHECK, SQ-130 DIRECT 1,000 0.30 1,140 0.18 1/4 460/60/3 6.7 EF-2 PUMP STATION CHEMICAL ROOMS GREENHECK, SQ-130 DIRECT 1,000 0.30 1,140 0.18 1/4 460/60/3 6.7 RF-1 PUMP STATION FLUORIDATION ROOM MONOXIVENT, PHS-10 DIRECT 750 - 1,140 - 1 1-1/2 120/60/1 20 PORTABLE UNIT DIFFUSERS/GRILLS TAG LOCATION AREA SERVED CFM FRAME SIZE MANUFACTURER & MODEL NOTES RG-1 PUMP STATION ELECTRICAL ROOM 1400 20X20 TITUS 350 RL-SS RG-2 PUMP STATION PUMP & TREATMENT ROOM 1400 20X20 TITUS 350 RL-SS SG-1 PUMP STATION ELECTRICAL ROOM 650 14X14 TITUS 300 RL-SS SG-2 PUMP STATION ELECTRICAL ROOM 650 14X14 TITUS 300 RL-SS SG-3 PUMP STATION STORAGE ROOM 100 10X6 TITUS 300 RL-SS SG-4 PUMP STATION PUMP & TREATMENT ROOM 500 12X10 TITUS 301 RL-SS SG-5 PUMP STATION PUMP & TREATMENT ROOM 500 12X10 TITUS 301 RL-SS SG-6 PUMP STATION PUMP & TREATMENT ROOM 400 12X8 TITUS 301 RL-SS SG-7 PUMP STATION DISINFECTION ROOM 500 20X10 TITUS 300 RL-SS SG-8 PUMP STATION FLORIDATION ROOM 500 20X10 TITUS 300 RL-SS EG-1 PUMP STATION PUMP & TREATMENT ROOM 1000 18X18 TITUS 350 RL-SS EG-2 PUMP STATION DISINFECTION ROOM 500 14X14 TITUS 350 RL-SS EG-3 PUMP STATION FLORIDATION ROOM 500 14X14 TITUS 350 RL-SS DUCTWORK WITH DUCT LINING REDUCER OR INCREASER NEW DUCTWORK RADIUS ELBOW VANED ELBOW DUCTWORK SYMBOLS AND LEGEND BRANCH DUCT TAKE -OFF DIFFUSER CEILING RETURN EXHAUST REGISTER (R) OR GRILLE (G) SUPPLY/RETURN AIR GRILLE (G) OR SUPPLY/RETURN AIR REGISTER (R) FLEXIBLE DUCT NOTICE AMB �)1CTCU� 0 /Z 1 DESIGNED ��v�w of wAsh,I�r� JLC DRAWN W Y IF THIS BAR DOES P, r NOT MEASURE 1" EKS A, 463F2 At THEN DRAWING IS CHECKED GISTER�°1t'`�w NOT TO SCALE SsjoNnL Edo ! BY REVISION �bi f zuz3 consor TAG TAG O RCHARD EQUIPMENT SYMBOLS SMOKE DETECTOR THERMOSTAT TEMPERATURE SENSOR DIFFUSER MOTORIZED ACTUATOR NI (1TP C DAMPER ACTUATORS NO. TYPE CONTROL MANUFACTURER & MODEL SD-1 MOTORIZED EF-1 BELIMO, LF120-S ED-1 MOTORIZED EF-1 BELIMO, LF120-S SD-2 MOTORIZED EF-1 BELIMO, LF120-S SD-3 MOTORIZED EF-2 BELIMO, LF120-S ED-2 MOTORIZED EF-2 BELIMO, LF120-S THERMOSTATS TAG AREA SERVED CONTROLS NOTES T-1 CONTROLS ROOM AHU-1 T-2 PUMP & TREATMENT ROOM AHU-2 T-3 DISINFECTION ROOM AHU-3 T-4 FLUORIDATION ROOM AHU-4 1. ALL FANS AND OVERHEAD DUCTWORK TO BE MOUNTED 8-FEET CLEAR ABOVE FLOOR (MINIMUM) AND SUSPENDED FROM ROOF FRAMING. FAN TO BE SUSPENDED OR MOUNTED ON VIBRATION ISOLATED HANGERS PER MANUFACTURER'S REQUIREMENTS. 2. FURNISH SEISMIC RESTRAINTS FOR ALL DUCTWORK SYSTEMS AND SWAY BRACING AS DESCRIBED IN SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS". 3. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATION OF LOUVER WALL OPENINGS AND DETAILS. 4. SHOWN SIZES OF EQUIPMENT MOUNTING PLATFORMS, CEILING AND WALL PENETRATIONS SHALL BE VERIFIED PRIOR TO FABRICATION OR ORDERING OF EQUIPMENT. SD 5. LOCATE ALL CONTROLS, PANELS, AND DISCONNECT SWITCHES APPROXIMATELY 4 FEET ABOVE FINISHED FLOOR. COORDINATE LOCATIONS O WITH ELECTRICAL. 6. ALL DUCTWORK TO HAVE EQUIVALENT AREA UNLESS OTHERWISE SHOWN Efl OR SPECIFIED. PROVIDE MOUNTING AND TRANSITIONS TO ALL EQUIPMENT AND ACCESSORIES AS NECESSARY AND AS RECOMMENDED BY MANUFACTURER. ►s CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT 7. EQUIPMENT MANUFACTURERS AND MODEL NUMBERS ARE PROVIDED FOR REFERENCE ONLY AND SHALL BE USED TO ESTABLISH EQUIPMENT SIZES AND REQUIRED PERFORMANCE. APPROVED EQUAL MANUFACTURES WILL BE ACCEPTED. HVAC SYMBOLS, ABBREVIATIONS AND SCHEDULES PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN' DATE: APRIL 2023 SHEET H-1 45 of 69 NO. I DATE I BY I REVISION Sol o1 JNCRETE PAD P) ,UST GRATES BOTTOM NISHED FLOOR. PUMP & TREATMENT N FLOOR WITH )UIPMENT PADS AS RANT LINES IN VERS ON EXTERIOR OF RANT LINES (OUTSIDE ALL BE INSULATED. F REFRIGERANT LINES S. ROUTING MAY LICT WITH STRUCTURE kTE PIPING TO SS -H PLUMBING. DLERS SHALL BE FIED PRIOR TO V MAY CHANGE TO THER EQUIPMENT. NOTICE CLB DZCTCU �RCHARD ® SHEET 0 �Z 1 DESIGNED ��,0� wAs-J'-- CITY OF PORT ORCHARD JLC I x MCCORMICK WOODS - PUMP STATION HVAC PLAN DRAWN aconsor - WELL NO. 11 H-2 IF THIS BAR DOES SITE IMPROVEMENT PROJECT NOT MEASURE 1" EKS o �Aas 89 THEN DRAWING IS +4 CIM �� - �i k CHECKED �SSIONAL B�Gl -� ram. !-I NOT TO SCALE — _�.- �{�2i��'� PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN I DATE: APRIL 2023 46 Of 69 U V7 J L O M N 0 Z) O J U Q w Q r, Q N N O N 0 M M 2 Cl 70 fM 2 i M co N O N N V7 Q U / N C E C N E a� L U L O a--J L O a 0 am M co N / 0 N / U a) 0 L Q 4-JI / SG-6 NO. DATE BY REVISION SECTION A SCALE: 3/8" = 1'-0" �-2 SECTION rD SCALE: 3/8" = 1'-0" �-2 NOTICE 0 jz 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE CLB DESIGNED JLC DRAWN EKS CHECKED OV A r{' Q 4- Z O SV4 0A EGISTERti �y4 �ssIGNAL E��l f �71 f Zoz 3 SECTION B SCALE: 3/8" = 1'-0" H-2 At COnSOr O RCHARD SG - SECTION rE SCALE: 3/8" = 1'-0" H-2 CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT SG-1 SECTION r SCALE: 3/8" = 1'-0" �-2 SG-4 =NT 1 PUMP STATION H VAC SECTIONS PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN I DATE: APRIL 2023 SHEET H-3 47 of 69 U N 5- cYi N m Q Q 0 rn N 0 N N \ w 0 w 0 I a� �I U F- 0 U 2I L ro U L 0I a-+ O a al (1) �I O Ln Ln N U 0 L a i W.s GENERAL NOTES ABBREVIATIONS 1. ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE. a CIRCUIT BREAKER AUX. H2O2 HYDROGEN PEROXIDE SF SUPPLY FAN INSTALLATION DRAWINGS, CONSTRUCTION SPECIFICATIONS AND LOCAL CODES. ALL MATERIALS SHALL BE NEW AND CONTACT, CLOSED WHEN HMI HUMAN MACHINE SHH SIGNAL HANDHOLE LISTED BY THE UNDERWRITERS' LABORATORY INC. (UL). ALL ELECTRICAL WORK SHALL BE INSTALLED IN A GOOD AND BREAKER IS CLOSED INTERFACE SIG SIGNAL WORKMANLIKE MANNER. A AMMETER, AMPERES HOA HAND -OFF -AUTOMATIC SN SOLID NEUTRAL AC ALTERNATING CURRENT HOR HAND -OFF -REMOTE SPEC SPECIFICATIONS 2. REFER TO THE ELECTRICAL CIRCUIT SCHEDULE FOR CIRCUIT IDENTIFICATIONS, ROUTING, CONDUCTOR SIZES, ETC. A/D ANALOG TO DIGITAL HORZ HORIZONTAL SPD SURGE PROTECTIVE AF AMPERE FRAME HPS HIGH PRESSURE SODIUM DEVICE 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER DISCIPLINES AS REQUIRED TO MITIGATE INTERFERENCES. AFE ACTIVE FRONT END (VFD) HTR HEATER SPDT SINGLE POLE, DOUBLE AIC AMPERES INTERRUPTING HV HIGH VOLTAGE THROW 4. CONDUIT MATERIAL SHOWN ON ELECTRICAL PLANS ARE SPECIFIC FOR THE LOCATION WHERE THE CONDUIT STARTS. CAPACITY HZ HERTZ (CYCLES PER SS STAINLESS STEEL, SOLID CONTRACTOR IS RESPONSIBLE FOR TRANSITIONING TO APPROVED CONDUIT MATERIAL BASED ON LOCATION AND IN ALT ALTERNATOR SECOND) SW STATE SWITCH ACCORDANCE TO ELECTRICAL SPECIFICATIONS. A/M AUTO/MANUAL IND LT INDICATING LIGHT SWgp SWITCHBOARD CONTROLLER INCAND INCANDESCENT SWGR SWITCHGEAR SYMBOLS ANN ANNUNCIATOR 1/0 INPUT/OUTPUT SYNC SYNCHRONIZING TERMINAL AS AMMETER SWITCH JB JUNCTION BOX TB BOX, TERMINAL BOARD ASD ADJUSTABLE SPEED DRIVE KA KILOAMPERES TC TELEPHONE CABINET NEW ELECTRICAL EQUIPMENT VARIABLE FREQUENCY DRIVE � FUSED TERMINAL, SIZE SHOWN AT AMPERE TRIP KCMIL THOUSANDS OF CIRCULAR TEMP TEMPERATURE 1A ATS AUTOMATIC TRANSFER MILS TP TWISTED PAIR UNSHIELDED EXISTING ELECTRICAL EQUIPMENT p FIELD TERMINAL SWITCH KV KILOVOLTS TSP TWISTED SHIELDED PAIR � LINE OR LOAD REACTOR, IMPEDENCE AUTO AUTOMATIC KVA KILOVOLT AMPERES TVSS TRANSIENT VOLTAGE EQUIPMENT TO BE DEMO'D OR REMOVED SHOWN ❑ LOCAL TERMINAL OR LUG CONNECTION AWG AMERICAN WIRE GAGE KVAR KILOVOLT AMPERES SURGE SUPPRESSOR O SURFACE MOUNTED LED LUMINAIRE * b CIRCUIT BREAKER AUX. REACTIVE UH UNIT HEATER ❑T � TRANSFORMER O SMOKE/HEAT DETECTOR CONTACT, CLOSED WHEN KVARH KILOVOLT AMPERES UV ULTRA VIOLET BREAKER IS OPEN REACTIVE HOURS V VOLTS RECESSED MOUNTED LED LUMINAIRE * O INTRUSION SWITCH BCG BARE COPPER GROUND KW KILOWATTS VA VOLT-AMPERES SPD SURGE PROTECTIVE DEVICE THERMOSTAT/TEMPERATURE C CONDUIT, CONTACTOR KWH KILOWATT HOURS VFD VARIABLE FREQUENCY WALL MOUNTED LED LUMINAIRE * ❑T TRANSMITTER CAP CAPACITOR LCP LIGHTING CONTROL PANEL DRIVE *SHADED LUMINAIRE INDICATES BATTERY-3 CURRENT TRANSFORMER MD CB CIRCUIT BREAKER LP LIGHTING PANEL VAR VOLT AMPERES REACTIVE MOTION DETECTOR/OCCUPANCY SENSOR CC CONTROL CABLE, CLOSING LPS LOW PRESSURE SODIUM VERT VERTICAL BACKED UNIT CONDUIT SEAL -OFF COIL LTG LIGHTING VH VAR -HOUR WALL SWITCH STANDARD TOGGLE, O GROUND ROD CHH COMMUNICATION LT(S) LIGHT(S) VS VOLTMETER SWITCH 3 DESIGNATOR — — — — — CONDUIT CONCEALED HANDHOLE (M) MODIFIED W WIRE, WATTS 3 = 3-WAY ® GROUND ROD TEST WELL UNDERFLOOR OR UNDERGROUND CL CHLORINE Ma MILLIAMPERES WHM WATTHOUR METER D - DIMMER CKT CIRCUIT MCC MOTOR CONTROL CENTER WHDM WATTHOUR DEMAND T - TIMER /0 CONDUIT CONCEALED IN WALL CMH COMMUNICATION MANHOLE MCP MOTOR CIRCUIT METER GFI ; AUTOMATIC TRANSFER SWITCH OR ABOVE CEILING IN FINISHED CO CONDUIT ONLY PROTECTOR WP WEATHERPROOF DUPLEX, QUADPLEX RECEPTACLE, cl\' AREAS, EXPOSED IN PROCESS COMM COMMUNICATION MOV MOTOR OPERATED VALVE WTRT WATERTIGHT W/DESIGNATOR AND EQUIPMENT AREAS. CON CONTACTOR MS MOTOR STARTER WTP WATER TREATMENT PLANT GFI = GROUND FAULT INTERRUPTING 0-7-0 COND CONDUCTOR MTD MOUNTED XDCR TRANSDUCER WP - WEATHERPROOF DOUBLE THROW SWITCH 0 CONDUIT UP - CONT CONTINUED, MTG MOUNTING XMTR TRANSMITTER +48 = HEIGHT AFF. oJ'o CONTINUATION MTS MANUAL TRANSFER CONDUIT DOWN CPT CONTROL POWER SWITCH O METERBASE W/UTILITY METER GROUND CONNECTION PER ♦---_ CONDUIT UP FROM UNDERGROUND RACEWAY TRANSFORMER (N) NEW NEC ARTICLE 250 CID CONTROL PANEL NEC NATIONAL ELECTRICAL F — — — — CONDUIT STUB CR CONTROL RELAY CODE DISCONNECT RECEPTACLE AND PLUG cR 120V CONTROL RELAY, DPDT MINIMUM CS CONTROL SWITCH NEMA NATIONAL ELECTRICAL FLEXIBLE CONDUIT OR MFR CABLE CT CURRENT TRANSFORMER MANUFACTURER'S ASSOC. CWP COLD WATER PIPE NEUT NEUTRAL SPECIAL EQUIPMENT CONNECTION CR 24VDC CONTROL RELAY DPDT MINIMUM xxx DC DIRECT CURRENT NO NORMALLY OPEN, NUMBER AS SHOWN HOME RUN, ELECTRICAL PANEL DESTINATION SHOWN. DIAG DIAGRAM NTS NOT TO SCALE xxx DISC DISCONNECT OVHD OVERHEAD /0/ MOTOR CONNECTION, 0-1 RELAY CONTACT - NO, NC -I�f-� 1. RUNS MARKED WITH CROSS -HATCHES INDICATE DISTR DISTRIBUTION OL THERMAL OVERLOAD HORSEPOWER INDICATED � � NUMBER OF NO.12 WIRE. LARGER GAUGES ARE DP DISTRIBUTION PANEL RELAY SHOWN OR NOTED ELSEWHERE. LONG CROSS HATCH DPDT DOUBLE POLE, DOUBLE OT OVER TEMPERATURE J❑ J❑ JUNCTION BOX 0 0 0 1 n PUSHBUTTON OR INDICATES NEUTRAL, SHORT INDICATES PHASE THROW PB PULLBOX, PUSHBUTTON SWITCH CONTACT BLOCK - NO, NC CONDUCTOR, SLANT INDICATES GROUND WIRE PER DPST DOUBLE POLE, SINGLE PD POSITIVE DISPLACEMENT 0 OFF NEC ARTICLE 250. THROW PE PHOTOELECTRIC 30A DISCONNECT SWITCH, HAND /AUTO (E) EXISTING PEC PHOTOELECTRIC CELL 20A AMPERAGE RATING SHOWN 2. FOR UNMARKED CONDUIT RUNS, CONTRACTOR EF EXHAUST FAN PF POWER FACTOR THREE POSITION SWITCH H 0 o SHALL INSTALL REQUIRED NUMBER OF WIRES FOR EHH ELECTRICAL HANDHOLE p MEASURE OF ACIDITY OR F FUSED DISCONNECT SWITCH, SWITCH ON OFF � POWER AND/OR CONTROL OF ELEMENTS IN ELEM ELEMENTARY ALKALINITY CIRCUIT(S) SHOWN. SIZE OF WIRE SHALL BE NO. EMERG EMERGENCY PH PHASE 60/40 AND FUSE RATING SHOWN 60/40 = 60A SWITCH WITH 40A FUSE y Y. 12, UNLESS OTHERWISE NOTED OR REQUIRED BY EFFL EFFLUENT PLC PROGRAMMABLE LOGIC EQ EQUAL CONTROLLER 0 0 0 o TWO POSITION SWITCH, KEYED CODE. EQUIP EQUIPMENT PM POWER MONITOR FUSE, SIZE SHOWN /3. SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND ETM ELAPSED TIME METER PNL PANEL 5A E>' C> G PUSH -TO -TEST LED PILOT LIGHT APPLICABLE CODE. FACP FIRE ALARM CONTROL PNLBD PANELBOARD THERMAL MAGNETIC CIRCUIT BREAKER \ \ PANEL PRI PRIMARY 0 0 4. DASHED LINE INDICATE CONDUITS CONCEALED FIN FL FINISHED FLOOR PS PRESSURE SWITCH o� o 07 FLOAT SWITCH - NO, NC UNDERGROUND OR UNDERFLOOR. FLEX FLEXIBLE PSI POUNDS PER SQUARE INCH n ,� MAGNETIC ONLY CIRCUIT BREAKER (MOTOR - FLUOR FLUORESCENT PWR POWER � OUP- �' CIRCUITS ONLY) CONTINUOUS CURRENT 5. SOLID HOME RUN INDICATES CONDUIT ABOVE FO FIBER OPTIC (RL) RELOCATE 0o RATING AND TRIP SETTINGS SHOWN o� o TEMPERATURE SWITCH NO, NC CEILING IN FINISHED AREA, CONCEALED IN WALL FREQ FREQUENCY (RLD) RELOCATED �''� OR EXPOSED IN PROCESS AND EQUIPMENT AREAS. FU FUSE RCPT RECEPTACLE 0 o-Qa LIMIT SWITCH - NO, NC FUT FUTURE RCT REPEAT CYCLE TIMER 2 °�� FVNR FULL VOLTAGE, NON RPM REVOLUTIONS PER MINUTE od ko_� MOTOR STARTER, SIZE SHOWN P1 ELECTRICAL CIRCUIT RT IDENTIFICATION REVERSING RESET TIMER o�,o o—r6 TIME DELAY CONTACTS, FVR FULL VOLTAGE, REVERSING SCR SILICON CONTROLLED SIMPLEX j� J� NORMALLY OPEN TIMED CLOSED FWD FORWARD RECTIFIER Industrial NORMALLY CLOSED TIMED OPEN OP1 P2 MULTIPLE ELECTRICAL CIRCUITS, GA GAUGE SD SMOKE DETECTOR RECEPTACLE C1 C2 SEPARATE CONDUITS GEN GENERATOR SDBC SOFT -DRAWN BARE Systems INC ETM ELAPSED TIME METER0RECEPTACLE GFI GROUND FAULT COPPER � SEC SECONDS, E 12119 NE 99th Street 1,,C P1 P2 INTERRUPTER CO MULTIPLE ELECTRICAL CIRCUITS, U S S, SECONDARY Suite#2090 CNT COUNTER GRS GALVANIZED RIGID STEEL SECT SECTION Vancouver, Washington98682 P3 P4 COMMON CONDUIT (SIZE SHOWN) Phone: (360) 718-7267 Fax: (360) 2-8958 FAN TX WALL MOUNTED THERMOSTAT e-mail: is@indus@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 REVISION 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE consor ORCHARD SHEET ELECTRICAL CITY OF PORT ORCHARD MCCORMICK WOODS LEGEND, SYMBOLS AND ABBREVIATIONS E-1 WELL NO. 11 AMENDMENT 2 48 Of 65 PROJECT NO.: 20-2839.01 SCALE: AS SHOWN I DATE: APRIL 2023 U a� J to M N m Q Q 0 0 M N 0 N N N i w N i W (D ri rl I a� �I U F- L.. O U �I L M U L 0 L O d I Q �I 0 Ln Ln N U N O L d a AWG #2/0 BARE COPPER, STRANDED, CONDUCTOR DIESEL GENSET (TYP) 50OKW 800A F_ 480VAC G 625KVA 800A PF=0.8 LOAD 0 0 ® BANK CONNECTION 7#� BUILDING 10' MIN WATER REBAR P005 GROUND PIPE RODS MTS 800A PORTABLE-�O P004 DOCKING STATION L�-�_] 7 P005A 800A, 3 POLE O ATS 3 POLE, SOLID NEUTRAL 800A SOLID - - NEUTRAL I Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS188M AK #1018436 PROJECT#: 21.55.01 M�� 7 T T T T EXISTING PUGET SOUND EXISTING ENERGY POWER VAULT UTILITY J-BOX PO NEW UTILITY XFMR 500 KVA, DELTA-WYE 12.47/7.2KV - 480/277V P001A 30, 4W Z%=XXXX FAULT CURRENT= XXXX CT O UTILITY ENCLOSURE M METER P001B P002 I 6 F I \ MCB 800A I (SERVICE RATED) / I LSI G N I I I P003 I I _ _ I I I P006 � CT I L- PM O 3-- PT� LOAD SUMMARY Voltage 480 3 Phase 4 Wire QTY. DESCRIPTION (MOTOR LOADS) LOAD KVA LOAD HP Amperes @ 480 VAC 1 WELL NO. 11 - PUMP MOTOR 263.92 250.00 302.00 1 BOOSTER PUMP #1 79.18 75.00 96.00 1 BOOSTER PUMP #2 79.18 75.00 96.00 1 EF-1 0.53 0.50 1.10 1 E F-2 0.53 0.50 1.10 NON -MOTOR LOADS 1 DISTRIBUTION XFMR 45 54.20 SUBTOTAL 401.0 550.4 LARGEST MOTOR X 25% 75.5 NON -MOTOR LOADS X 25% 13.6 SPARE CAPACITY (100) 55.0 TOTAL 1 1 401.01 694.5 LOAD SUMMARY SCALE: NONE PUMP STATION BUILDING - - - - - - MCC-1 NEMA 12 GASKETED, 800A 480Y/277V 30, 4W, 60Hz, 65kAIC 20A vl 20A vl 20A 20A 15A 15A J 150A ) 150A ) 40 G vJ 50A 70A Jl � o of of o J\ J\ o 0 XFMR NEMA NEMA 45KVA 1 1 480-208Y/120V SPD 30, 4W OL OL 7 REVISION 1/2 1/2 EF-1 EF-2 EXHAUST FAN EXHAUST FAN 1.1 FLA 1.1 FLA PUMP ROOM CHEMICAL ROOMS ONE -LINE NOTICE 0 V2 1 MWA DESIGNED AAB DRAWN IF THIS BAR DOES NOT MEASURE 1" TBC THEN DRAWING IS CHECKED NOT TO SCALE SCALE: NONE t� oj P011 P007 O 0 O HIGH HIGH HIGH SPEED SPEED SPEED FUSE FUSE FUSE' I 0 VFD VFD VFD 0 P012 © P008 () I 75 (175 (1250) AIR v v AIR BOOSTER BOOSTER WELL NO. 11 HEAT PUMP HANDLING HEAT PUMP HEAT PUMP HANDLING PUMP 1 PUMP 2 PUMP UNIT HPU-1 UNIT AHU-1 UNIT HPU-2 UNIT HPU-3 UNIT AHU-2 79 KVA 79 KVA 264 KVA ELECTRICAL TREATMENT ROOM ROOM 3.15 FLA DIAGRAM consor 09R _CHARD _ GENERAL NOTES: 1. ONE -LINE DIAGRAM IS STRICTLY DIAGRAMMATIC. ARRANGEMENT OF EQUIPMENT IN MCC SECTIONS IS PER THE MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE SERVICE WITH PUGET SOUND ENERGY (PSE). CONTRACTOR TO COMPLY WITH ALL THE REQUIREMENTS OF PSE, REFERENCE THE LATEST EDITION OF "ELECTRICAL SERVICE HANDBOOK". REVIEW THIS DOCUMENT PRIOR TO BID AND INCLUDE ALL ASSOCIATED COSTS IN BID PRICE FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR TO VERIFY NEW UTILITY TRANSFORMER INFORMATION WITH PSE. CONTACT: JAMIE SILVERSON PHONE: (360) 353-6005 EMAIL: JAMIE.SILVEPSON@PSE.COM REF#: 513333693 KEY NOTES: O1 VFD'S FOR WELL NO. 11 AND BOOSTER PUMPS SHALL BE IGBT BASED ACTIVE FRONT END VFD'S. SEE SPECIFICATION SECTION 26 29 24. SEE E-9 FOR VFD CONTROL DIAGRAMS. O COORDINATE CIRCUIT BREAKER SIZING WITH HVAC EQUIPMENT SUPPLIER. O3 OVERCURRENT PROTECTIVE DEVICES FOR SURGE _ _ _ _ _ PROTECTION DEVICE (SPD) AND POWER MONITORING (PM) I SHALL BE SIZED BY EQUIPMENT MANUFACTURER. O SEE SHEET E-7 FOR PANEL SCHEDULE. 1 O VFD FOR WELL NO. 11 PUMP SHALL INCLUDE A DVDT I FILTER O CABLE FROM VFD TO PUMP SHALL BE SHIELDED VFD CABLE. SEE CIRCUIT SCHEDULE ON SHEET E-6 FOR MORE I DETAILS. 1 O7 PORTABLE GENERATOR CONNECTION SHALL USE DUAL 400A SERIES 16 CAMLOCK CONNECTORS ESL 3680 SERIES I OR APPROVED EQUAL. 1 O MTS SHALL BE HEAVY DUTY DOUBLE THROW SAFETY 1 SWITCH. *LABEL MTS UP POSITION AS "ONSITE GENERATOR", *MIDDLE POSITION AS "OFF" I I *DOWN POSITION AS "PORTABLE GENERATOR". I I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL CITY OF PORT ORCHARD MCCORMICK WOODS ONE LINE DIAGRAM WELL NO. 11 AMENDMENT 2 AND LOAD CALCULATION PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN DATE: SHEET E-2 APRIL 2023 1 49 of 65 U N U7 J to M N m Q a N M N 0 N rn M I W cyi I W / 0 / l� T1 U F- L.. O U �I L M U L OI 4-+ L O d Q 0 Ln Ln N U N O L 11 / a MAIN BREAKER 10 'PVC OF _ _ \ HATCH INTRUSION C013 C014 SWITCH moo, I CO22 Of o CO23 CLEARWELL LEVEL CLEARWELL TRANSDUCER C013 � CO22 i i -go 14 � NN X Caen - �w' EXISTING PUMP BUILDING Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 REVISION c HEAT PUMP UNITS WELL 2 . 00 i o I i \ice / / / / CLEARWELL LEVEL TRANSDUCER 500kW DIESEL GENSET . din \ din 02 NOTICE MQH 0 Y2 1 DESIGNED JLB DRAWN IF THIS BAR DOES NOT MEASURE 1" TBC THEN DRAWING IS CHECKED NOT TO SCALE V 1 LIYVLV�.JVI\L II I UTILITY METER PORTABLE GENERATOR —d9n DOCKING STATION _ — i \ i i ,din / 11 / 1 6 �l / 1 \ 7 METER VAULT BOOSTER STATION DISCHARGE FLO W M ETE R \\\ b � \ SITE PLAN SCALE: 1"=10'-0" - EXIT PSE VAU EXIT 112. SER' T RA 480) consor ORCHARD . CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 1 I I 1 1 3 KEY NOTES: O1 REUSE EXISTING JUNCTION BOX ON CLEARWELL WALLS FOR CLEARWELL LEVEL INSTRUMENTS, SIGNALS. 1 ' O2 CONNECT TO BOOSTER DISCHARGE FLOWMETER IN METER VAULT VIA EXISTING JUNCTION BOX. 1 CONTRACTOR SHALL COORDINATE WITH PSE TO PROVIDE NEW SERVICE TRANSFORMER, TRANSFORMER '1 PAD, CONNECTION TO EXISTING PRIMARY, AND ALL REQUIRED EQUIPMENTS AND INSTALLATIONS TO FACILITATE THE NEW SERVICE. 1 1 I I 1 I 3 ► I I II ► I ► 3 I ' I ' 1 I , I ' I ' I 3 I ' I ' I I 1 � II 1 I � I 1 � 1 I I o► _ M--- I I I I 1 ► 1 I � I ' I I , I , I � I O COORDINATE WITH PUD TO PROVIDE TEMPORARY POWER TO EXISTING PUMP HOUSE AND WELL 2. O EXISTING SERVICE TRANSFORMER TO REMAIN IN SERVICE. ELECTRICAL SITE PLAN PROJECT NO.: 20-2839.01 I SCALE AS SHOWN I DATE: APRIL 2023 SHEET E-3 50 of 65 U v J M N m a a Ln N N M N 0 N w 4 w / 0 / I a� I U E L O U �I L U L O I L_ L O d I Q V7 �I 0 Ln Ln N U N O L d / .o Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 TO 111C P042 CLEARWELL A & B 2 P0009 P043 (SEE E-3) T P007 C001 C013 I P003 C003 C014 800A BP1 VFD P005 P44 CO22 P004 MAIN P011 C24 CO23 BREAKER BP2 VFD TO GENERATOR t-- ------------------------------------- ---------------- ------------------------------------ -- --- TO GENERATOR 2--- --2 I Z------------------------------ ^--� - -�I I P006 ---------------------------- P0 )5A P002 I i I MTS ATS - MCC PORTABLE GENERATOR I I I I I �II I1 I I C008 DOCKING STATION P012 -------1 C009 ------- WATER QUALITY P010 WELL PUMP VFD I I 'r I C006 ANALYZER P01I i i i C007 - - P012 I C005 I I I I i P015 BOOSTER BOOSTER PUMP 1 75HP .�. PUMP 2 i C002 I I I rl, 75 75 75HP I C003 I C015 L I II I ----2 ELECTRICAL I ------------Z I Z-- I - --- -----------�- METER I CONTROL TO I I P028 PANEL A I� '1' O1 FLUORIDE STORAGE PANEL I WELL I I ili - - - - TANK LEVEL FLOAT POO1B I n i PUMP I i �i� I P023 FLUORIDE VFD I I I II METERING z- -� • u---- ----— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ) I I I il'i I I PUMP TO BOOSTER STATION ^--- ------------------------------------------- ;�; I FLOWMETER VAULT I I C017 Co12 CO21 I I 1,1 CO 12 2 I I T _ CT ENCLOSURE I O I I I II I II I II II Colo I I I I — -- --rL--- -- ——-�-- A wir--- -- C011 -IT-T-1---rT —I-t- 1- CO �- Co � - i WELL NO. 11 I I I LEVEL I I I TRANSDUCER II I C011 i I `-- I I `� WELL NO. 11 PUMP MOTOR TERMINATION ENCLOSURE REVISION P001A I WELL NO. 11 PUMP 250HP IL TO UTILITY TRANSFORMER (SEE E-3) NOTICE 0 X2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE 3 /T- -T` - T -7V- -- _ -- 06 — — — — ---- oll lol I P041 I I C019 - - - - - -- J C010 I I 250 I y I�I I II II P026 II I I Y 11' 1 P024 --_7(�--_rj---�__Lr 74 O DUPLEX CO20 NaOCI PUMPS D HYPOCH LORITE STORAGE TANK LEVEL FLOAT I I I —J C�v`7 OSEC L HYPOCH LORITE GENERATOR CONTROL PANELS IO WELL FLOWMETER P025A C 118 FUTURE BACKWASH FLOWMETER P025 ELECTRICAL AND CONTROL 1 SCALE: 1/4"=V-0" - MQH DESIGNED n consor ORCHARD. - CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 KEY NOTES: O1 DEDICATED SIMPLEX RECEPTACLES FOR CHEMICAL EQUIPMENT. OZ MOUNT ANTENNA ON BUILDING EVE WITH 2" ANTENNA MOUNTING KIT. EXTEND ANTENNA MAST 5-0" ABOVE HIGH POINT OF ROOF OR AS DIRECTED BY SYSTEM INTEGRATOR TO ENSURE ADEQUATE COMMUNICATIONS. O STUB CONDUITS 6 INCHES ABOVE FINISHED FLOOR AND CAP. O4 COORDINATE WIRING TERMINATIONS INSIDE CONTROL PANELS WITH EQUIPMENT VENDOR. a 1 N 101 ELECTRICAL AND CONTROL PUMP STATION BUILDING PLAN PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: APRIL 2023 SHEET E-4 51 of 65 L GENERAL NOTES: 1. PURSUANT TO WAC C405.2 LIGHTING CONTROLS LIST OF EXCEPTIONS, LIGHTING CONTROLS ARE NOT REQUIRED FOR AREAS OF THIS FACILITY WHERE SUCH CONTROL WOULD IMPACT PRODUCTION AND SAFETY. U Q) Cn J cYi N m a a 0 M N M N O N Ln LL Ln w / C� / I �I U E L O U I L U L O I L_ L O d I Q Cn �I 0 Ln Ln N U N O L d / so Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 P030 MCC-1 P034 P034 I i c h T� I P032 P032 ui AIR HANDLING P033 UNIT AHU-1 P034 T ( V C P 33 5 PANEL A I — P022 T2----------�--�— -- `— ---- � -— — — — — — — a P029 I P022A I P020 I P029 P030 P019 I AIR HANDLING P013 I UNIT AHU-2 P014 P031 I ��! I P037 I RF-1 HEPA - FILTRATION UNIT -- -- — -- --- -- — ---- aI d MV I — I i P031 — — — — 11— — — — — — — — — — I I I P039 — — — — — — — — — — AIR +— I HANDLING —�— —�—--�7P-- UNIT --nL— —s�-- L—L1—� —J-L— L-11—J I I I AHU-4 — � N � � � — — J P031 I AIR REVISION HANDLING UNIT AHU-3 �l P039 WON �I I 1/21/2 I I I I I I --- �`---------- — — — — — ----_ EF-1 P013 EF-2 LIGHTING AND HVAC SCALE: 1/4"=1'-0" NOTICE MQH 0 X2 1 DESIGNED JLB DRAWN IF THIS BAR DOES NOT MEASURE 1" TBC THEN DRAWING IS CHECKED NOT TO SCALE HEAT PUMP UNIT HPU-1 & HPU-2 `J —�— — — I P016 Q — 1 O P035 P021 P039 n consor `J O T4 � P017 P018 P027 P036 �4-Q P037 P038 P036 Idl P018 MINI -SPLIT HEAT PUMP UNIT HPU-3 R CHARD - -. LIGHT FIXTURE, LUMINAIRE AND RECEPTACLE SCHEDULE DEVICE/LOCATION/USE DESCRIPTION VOLTS WATTS SUGGESTED MANUFACTURER & CATALOG NUMBER 6000 LUMEN LED LUMINAIRE FEM SERIES 48" 120V 37.5 LITHONIA FEM L48 6000LM LPACL MD 120 GZ10 40K 80CRI �p BUILDING INTERIOR LIGHT OR EQUAL BUILDING INTERIOR LIGHT 6000 LUMEN LED LUMINAIRE FEM SERIES 48" 120V 37.5 LITHONIA FEM L48 6000LM LPACL MD 120 GZ10 40K 80CRI BATTERY BACKED WITH BUILT IN BATTERY BACKUP BE6WCP OR EQUAL WALL MOUNT LUMINAIRE LED 3,132 LUMEN LED LUMINAIRE 120V 18 LITHONIA WDGE2 LED P3 40K 80CRI T2M 120 SRM TYPE INTERIOR/EXTERIOR WALL PACK DESIGN WITH BATTERY BACKUP PE E10WH DBLXD OR EQUAL SELF-CONTAINED BATTERY EMERGENCY EXIT CEILING MOUNTED EXIT SIGN LIGHT FIXTURE RED EXIT SIGN 120V 1.0 LITHONIA EXR LED EL M6 OR EQUAL SELF-CONTAINED BATTERY EMERGENCY EXIT WALL MOUNTED EXIT SIGN LIGHT FIXTURE RED EXIT SIGN WALL MOUNT 120V 1.0 LITHONIA EXR LED EL M6 OR EQUAL RECEPTACLE, 20A, 120V, MOUNTED IN HUBBELL STD RECEPTACLE HBL5362W OR EQUAL GFCI RECEPTACLE UL LISTED HOUSING 120V HUBBELL GFCI RECEPTACLE GFR5362SGW OR EQUAL WHEATHERPROOF HOUSING HUBBELL MX-3200 ORE UAL $a ON/OFF DIMMING SWITCH NLIGHT ON/OFF RAISE/LOWER - NLIGHT nPODMA DX 3-WAY CAPABLE LIGHT SWITCH. F© OCCUPANCY SENSOR LITHONIA OCCUPANCY SENSOR 452 _ - LITHONIA CMR 9 P 347 CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 LIGHTING AND HVAC PUMP STATION BUILDING PLAN PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: APRIL 2023 SHEET E-5 52 of 65 L U v H V) J cYi N m Q N Q� M N O N N kD w v� w / / I N I U E L O U I L U L 04-1 L O d I Q �I O Ln Ln N U a� O L d / ALL CIRCUITS ARE IDENTIFIED ON THE PLANS WITH THE DIAMOND SYMBOL. CONDUCTOR SIZES ARE BASED ON COPPER CONDUCTORS. CONDUITSIZES ARE SHOWN FOR CASES WHEN CIRCUIT CONDUCTORS ARE RUN WITHOUT OTHER CIRCUITS. MULTIPLE CIRCUITS RUN IN COMMON CONDUITS ARE SHOWN ON PLANS AND SUPERSEDE THE BASIC CONDUIT SIZE SHOWN. RACEWAY SIZES ARE IN INCHES WITH QUANTITIES IN EXCESS OF (1) SHOWN IN ADJACENT PARENTHESIS. CONDUCTOR CONFIGURA— TIONS ARE CODED AS FOLLOWS: P— FOR POWER CONDUCTORS, G —FOR GROUND CONDUCTORS, N —FOR NEUTRAL CONDUCTORS, C —FOR CONTROL CONDUCTORS, AND SP —FOR SPARE CONDUCTORS. CIRCUITS REVISED SINCE LAST ISSUE ARE INDICATED BY AN ASTERISK(-). CIRCUIT FROM TO CONDUCTORS RACEWAY NOTES N UMBER NEW 800A SERVICE P001 EXISTING UTILITY J—BOX NEW UTILITY TRANSFORMER PULL STRING (3) 3" COORDINATE WITH PUGET SOUND ENERGY P001A JEW UTILITY TRANSFORMEI CT ENCLOSURE PULL STRING (3) 3" COORDINATE WITH PUGET SOUND ENERGY P001B CT ENCLOSURE ELECTRICAL METER PULL STRING 1.25" COORDINATE WITH PUGET SOUND ENERGY P002 CT ENCLOSURE 800A MAIN BREAKER (9) 300 KCMIL, P (3) 3" (3) 300 KCMIL, N (9) 300 KCMIL, P P003 800A MAIN BREAKER AUTOMATIC TRANSFER SWITCH (3) 300 KCMIL, N (3) 3" (3) 2/0 AWG, G (9) 300 KCMIL, P P004 TOMATIC TRANSFER SWITI MANUAL TRANSFER SWITCH (3) 300 KCMIL, N (3) 3" (3) 2/0 AWG, G (9) 300 KCMIL, P P005 ANUAL TRANSFER SWITC1 GENERATOR (3) 300 KCMIL, N (3) 3" (3) 2/0 AWG, G (9) 300 KCMIL, P P005A AANUAL TRANSFER SWITC1 PORTABLE GENERATOR (3) 300 KCMIL, N (3) 3" DOCKING STATION (3) 2/0 AWG, G (9) 300 KCMIL, P P006 JTOMATIC TRANSFER SWIT MCC —1 (3) 300 KCMIL, N (3) 3" (3) 2/0 AWG, G P007 MCC —1 WELL NO. 11 PUMP VFD (6) 310 KCMIL, P (2) 2 5" (2) #3 AWG, G P008 WELL NO. 11 PUMP VFD WELL NO. 11 PUMP 250HP VFD CABLE 3.5" EQUAL VIA MOTOR TERMINATION ENCLOS RE P009 MCC —1 BOOSTER PUMP 1 VFD (3) 1/0 AWG, P 1.5" (1) #6 AWG, G P010 BOOSTER PUMP 1 VFD BOOSTER PUMP 1 — 75HP VFD CABLE 2" BELDEN 29528 OR APPROVED EQUAL P011 MCC —1 BOOSTER PUMP 2 VFD (3) 1/0 AWG, P 1.5" (1) #6 AWG, G P012 BOOSTER PUMP 2 VFD BOOSTER PUMP 2 — 75HP VFD CABLE 2" BELDEN 29528 OR APPROVED EQUAL P013 MCC —1 EXHAUST FAN, EF — 1 (3) #12 AWG, P 3/4" (1) #12 AWG, G P014 MCC —1 EXHAUST FAN, EF — 2 (3) #12 AWG, P 3/4" (1) #12 AWG, G (3) 2/0 AWG, P P015 45 KVA TRANSFORMER PANEL A (1) 2/0 AWG, N 2" (1) #6 AWG, G P016 PANEL A HEAT PUMP HPU-1 (2) #10 AWG, P 1" VIA 30A LOCAL DISCONNECT (1) #12 AWG, G P017 PANEL A HEAT PUMP HPU-2 (2) #10 AWG, P 1" VIA 30A LOCAL DISCONNECT (1) #12 AWG, G P018 PANEL A HEAT PUMP HPU-3 (2) #10 AWG, P 1" VIA 30A LOCAL DISCONNECT (1) #12 AWG, G P019 PANEL A AIR HANDLING UNIT AHU-1 (2) #12 AWG, P 3/4" VIA 30A LOCAL DISCONNECT (1) #12 AWG, G P020 PANEL A AIR HANDLING UNIT AHU-2 (2) #12 AWG, P 3/4" VIA 30A LOCAL DISCONNECT (1) #12 AWG, G Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 REVISION NOTICE uiL�L1 (2) #12 AWG, P P021 HEAT PUMP HPU-3 AIR HANDLING UNIT AHU-3 (2) #12 AWG, N 1" AIR HANDLING UNIT AHU-4 (2) #12 AWG, G P022 HEAT PUMP HPU-1 AIR HANDLING UNIT AHU-1 MANUFACTURER 1„ CABLE P022A HEAT PUMP HPU-2 AIR HANDLING UNIT AHU-2 MANUFACTURER 1„ CABLE (1) #12 AWG, P P023 PANEL A FLUORIDE METERING PUMP (1) #12 AWG, N 3/4" VIA DEDICATED RECEPTACLE (1) #12 AWG, G (1) #12 AWG, P P024 PANEL A DUPLEX CHLORINE (1) #12 AWG, N 3/4" VIA DEDICATED RECEPTACLES METERING PUMPS (1) #12 AWG, G HYPOCHLORITE GENERATOR (1) #10 AWG, P P025 PANEL A SKID (1) #10 AWG, N 3/4" OSEC L UNIT1 (1) #10 AWG, G HYPOCHLORITE GENERATOR (1) #10 AWG, P P025A PANEL A SKID (1) #10 AWG, N 3/4" OSEC L UNIT2 (1) #10 AWG, G (1) #12 AWG, P P026 PANEL A FUTURE PERMANGANATE (1) #12 AWG, N 3/4" VIA DEDICATED RECEPTACLE METERING PUMP (1) #12 AWG, G (1) #12 AWG, P P027 PANEL A HEPA FILTRATION UNIT (1) #12 AWG, N 3/4" VIA DEDICATED RECEPTACLE (1) #12 AWG, G (1) #12 AWG, P P028 PANEL A CONTROL PANEL (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, P P029 PANEL A TREATMENT AREA LIGHTS (1) #12 AWG, N 3/4" (1) #12 AWG, G TREATMENT AREA WEST (1) #12 AWG, P P030 PANEL A NORTH AND ELECTRICAL (1) #12 AWG, N 3/4" WEST, SOUTH RECEPTACLES (1) #12 AWG, G (1) #12 AWG, P P031 PANEL A TREATMENT AREA EAST AND (1) #12 AWG, N 3/4" SOUTH RECEPTACLES (1) #12 AWG, G (1) #12 AWG, P P032 PANEL A ELECTRICAL ROOM LIGHTS (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, P P033 PANEL A STORAGE ROOM LIGHTS (1) #12 AWG, N 3/4" (1) #12 AWG, G ELECTRICAL ROOM EAST AND (1) #12 AWG, P P034 PANEL A STORAGE ROOM NORTH (1) #12 AWG, N 3/4" RECEPTACLES (1) #12 AWG, G STORAGE SOUTH, FLUORIDE (1) #12 AWG, P P035 PANEL A ROOM NORTH AND EAST (1) #12 AWG, N 3/4" RECEPTACLES (1) #12 AWG, G (1) #12 AWG, P P036 PANEL A FLUORIDE ROOM LIGHTS (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, P P037 PANEL A FLUORIDE ROOM WEST AND (1) #12 AWG, N 3/4" SOUTH RECEPTACLES (1) #12 AWG, G (1) #12 AWG, P P038 PANEL A HYPOCHLORITE ROOM LIGHTS (1) #12 AWG, N 3/4" (1) #12 AWG, G (1) #12 AWG, P P039 PANEL A HYPOCHLORITE ROOM (1) #12 AWG, N 3/4" RECEPTACLES (1) #12 AWG, G (1) #12 AWG, P P040 PANEL A EXTERIOR BUILDING LIGHTS (1) #12 AWG, N 3/4" (1) #12 AWG, G P041 PANEL A FUTURE BACKWASH PULL STRING 1" STUB AND CAP FOR FUTURE FLOW CONTROL VALVE FLOWMETER (1) #12 AWG, P P042 PANEL A GENERATOR (1) #12 AWG, N 3/4" BLOCK HEATER (1) #12 AWG, G (1) #12 AWG, P P043 PANEL A GENERATOR (1) #12 AWG, N 3/4" BATTERY CHARGER (1) #12 AWG, G (1) #12 AWG, P P044 CONTROL PANEL WATER QUALITY ANALYZER (1) #12 AWG, N 3/4" (1) #12 AWG, G CIRCUIT SCHEDULES SCALE : NTS 1 DESIGNED 0 X2 1 JLB IF THIS BAR DOES DRAWN _7Q__ Aj consor NOT MEASURE 1 TBC�F�15I� �p {c.`" THEN DRAWING IS CHECKED NOT TO SCALE ONAI.EaG 'ORCHARD . (2) #14 AWG, C C001 AUTOMATIC TRANSFER GENERATOR (2) #14 AWG, SP 3/4" GENSET ENGINE START SIGNAL SWITCH (1) #14 AWG, G (3) #14 AWG, C ATS EMERGENCY POWER C002 CONTROL PANEL AUTOMATIC TRANSFER SWITCH (4) #14 AWG, SP 3/4" ATS NORMAL POWER (1) #14 AWG, G (3) #14 AWG, C GENERATOR RUNNING C003 CONTROL PANEL GENERATOR (4) #14 AWG, SP 3/4" GENERATOR TROUBLE (1) #14 AWG, G ROUTE VIA ATS (10) #14 AWG, C C004 CONTROL PANEL WELL NO. 11 PUMP VFD (4) #14 AWG, SP 1" VFD CONTROL & STATUS (1) #14 AWG, G ETHERNET/IP COMMUNICATION C005 CONTROL PANEL WELL NO. 11 PUMP VFD (1) CAT6 3/4" VFD REMOTE SPEED REFERENCE (2) TSP #18 AWG, C VFD SPEED FEEDBACK (10) #14 AWG, C C006 CONTROL PANEL BOOSTER PUMP 1 VFD (4) #14 AWG, SP 1" VFD CONTROL & STATUS (1) #14 AWG, G (1) CAT6 ETHERNET/IP COMMUNICATION C007 CONTROL PANEL BOOSTER PUMP 1 VFD (2) TSP #18 AWG, C 3/4" VFD REMOTE SPEED REFERENCE VFD SPEED FEEDBACK (10) #14 AWG, C C008 CONTROL PANEL BOOSTER PUMP 2 VFD (4) #14 AWG, SP 1" VFD CONTROL & STATUS (1) #14 AWG, G (1) CAT6 ETHERNET/IP COMMUNICATION C009 CONTROL PANEL BOOSTER PUMP 2 VFD (2) TSP #18 AWG, C 3/4" VFD REMOTE SPEED REFERENCE VFD SPEED FEEDBACK (2) #14 AWG, P C010 CONTROL PANEL WELL FLOWMETER (4) #14 AWG, C 1„ WELL FLOW TRANSMITTER (1) #14 AWG, G TOTALIZER PULSE (1) TSP #18 AWG, C Col CONTROL PANEL WELL LEVEL TRANSDUCER (1) TSP #18 AWG, C 1" WELL LEVEL (2) #14 AWG, P C012 CONTROL PANEL BOOSTER DISCHARGE (4) #14 AWG, C 1" VIA REMOTE FLOW TRANSMITTER FLOWMETER (1) #14 AWG, G (1) TSP #18 AWG, C (2) #14 AWG, P C013 CONTROL PANEL CLEARWELL A (1) TSP #18 AWG, C 3/4" LEVEL TRANSDUCER (1) #14 AWG, G (2) #14 AWG, P C014 CONTROL PANEL CLEARWELL B (1) TSP #18 AWG, C 3/4" LEVEL TRANSDUCER (1) #14 AWG, G (2) #14 AWG, P C015 CONTROL PANEL FLUORIDE STORAGE TANK (1) TSP #18 AWG, C 3/4" LEVEL TRANSDUCER (1) #14 AWG, G HYPOCHLORITE STORAGE (2) #14 AWG, P C016 CONTROL PANEL TANK (1) TSP #18 AWG, C 3/4" LEVEL TRANSDUCER (1) #14 AWG, G C017 CONTROL PANEL ANTENNA MAST ANTENNA COAX 2„ CABLES C018 CONTROL PANEL FUTURE BACKWASH PULL STRING 1" TERMINATE AT J-BOX FLOWMETER C019 CONTROL PANEL FUTURE BACKWASH PULL STRING 1" STUB AND CAP FOR FUTURE FLOW CONTROL VALVE FLOWMETER (4) #14 AWG, C START/STOP CMD CO20 CONTROL PANEL EXISINT NaCIO DUPLEX PUMPS (2) TSP #18 AWG, C 3/4" DOSING SPEED CONTROL (1) #14 AWG, G TYP. 2 (2) #14 AWG, C CO21 CONTROL PANEL FLUORIDE PUMP (2) TSP #18 AWG, C 3/4" START/STOP CMD (1) #14 AWG, G DOSING SPEED CONTROL CO22 CONTROL PANEL CLEARWELL A HATCH (2) #14 AWG, P 3/4" INTRUSION SWITCH (1) #14 AWG, G CO23 CONTROL PANEL CLEARWELL B HATCH (2) #14 AWG, P 3/4" INTRUSION SWITCH (1) #14 AWG, G (3) TSP #18 AWG, C PH, RESIDUAL CHLORINE, CO24 CONTROL PANEL WATER QUALITY ANALYZER (1) TSP #18 AWG, SP 1" FLUORIDE (2) #14 AWG, SP SPARE CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 ELECTRICAL SCHEDULES, 1 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN' DATE: APRIL 2023 SHEET E-6 53 of 65 so L KEY NOTES: U N J to rl M N m Q Q N O O ,q M N O N N W 0) W ri rl >N U F- L.. O U L M U L 0 L-. L O d Q O Ln Ln N U N O L d / a 0 0 PANEL: PNL-A VOLTAGE: 208/120V, 1 PH, 3 WIRE MOUNTING: WALL LOCATION: WELL 11 BLDG BUS: 125A COPPER AIC: 10,000 FEEDER: MCC-1 MAIN: 125A CKT NO CIRCUIT DESCRIPTION BREAKER POLES AMPS LOAD VA PHASE LOAD VA BREAKER POLES AMPS CIRCUIT DESCRIPTION CKT NO 1 LIGHTING - TREATMENT ROOM 1 20 525 A B C 225 1 20 LIGHTING - FLUORIDATION ROOM 2 3 LIGHTING - ELECTRICAL ROOM 1 20 150 225 1 20 LIGHTING - DISINFECTION ROOM 4 5 LIGHTING - STORAGE ROOM 1 20 150 90 1 20 LIGHTING - EXTERIOR 6 7 CHLORINE GENERATOR - UNIT 1 1 30 1800 A B C SPARE 8 9 RECEPTACLES - TREATMENT WEST/NORTH ELECTRICAL WEST 1 20 180 180 1 20 RECEPTACLES -TREATMENT EAST/SOUTH GFCI 10 11 RECEPTACLES - ELECTRICAL EAST/SOUTH, STORAGE NORTH 1 20 180 1200 1 30 HEPA FILTRATION UNIT RF-1 12 13 FUTURE PERMANGANATE DOSING PUMP 1 20 180 A B C 1200 14 15 FLUORIDE DOSING PUMP 1 20 180 120 1 20 RECEPTACLES - STORAGE SOUTH, FLUORIDE NORTH, EAST 16 17 CONTROL PANEL CP-1 1 20 1440 180 1 20 RECEPTACLES -FLUORIDE WEST, SOUTH GFCI 18 19 SPARE A B C 3099 2 30 HEAT PUMP HPU-2 20 21 HEAT PUMP HPU-1 2 40 3099 3099 22 23 3099 SPARE 24 25 RECEPTACLES - HYPOCHLORITE ROOM, GFCI 1 20 180 A B C 692 2 20 AIR HANDLING UNIT AHU-1 26 27 CHLORINE DOSING PUMP 1 20 180 692 28 29 HEAT PUMP HPU-3 2 30 1466 328 2 20 AIR HANDLING UNIT AHU-2 30 31 1466 A B C 328 32 33 GENERATOR BATTERY CHARGER 1 20 720 1800 1 30 CHLORINE GENERATOR - UNIT 2 34 35 GENERATOR BLOCK HEATER 1 20 1000 SPARE 36 37 CHLORINE GENERATOR - UNIT 1 A B C 38 39 40 41 42 LOAD PER PHASE PHASE A 9.7 KVA PHASE B 10.6 KVA PHASE C 9.1 KVA TOTAL LOAD 29.5 KVA TOTAL AMPS 82 AMPS Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 REVISION AMPS PER PHASE PHASE A 80.79 PHASE B 88.54 PHASE C 76.11 PANEL A - SCHEDULE SCALE: NTS NOTICE 0 X2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE DESIGNED JLB DRAWN TBC CHECKED consor Lum N N Lum ORCHARD CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 0 COORDINATE CIRCUIT BREAKER SIZING WITH HVAC EQUIPMENT SUPPLIER. ELECTRICAL SCHEDULES, 2 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN 1 DATE: APRIL 2023 SHEET E-7 54 of 65 U N J M N m Q a M M N N N 0 N N 0 w rn 3 06 w / 0 i a� �I U E L O U 2I L U L O t O a Q V) 0 Ln Ln N U N O L a / a T1 ----------------------------------------------------- KEY NOTES A L1 T2 MOTOR Di MOV AND CM CAPACITOR JUMPERS SHIP $ L1 FT2 M XX HP, 480 VAC INSTALLED. DAMAGE TO THE VFD CAN OCCUR IN ro L2 IGBT DRIVE UNGROUNDED SYSTEMS. REVIEW INSTALLATION 0 B L2 L2 CONTROL T3 GND MANUAL TO DETERMINE FINAL INSTALLATION. L3 [T:3 ' C 0 L3 O L3 �_ J' XX AMPS PE Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 NO.1 DATE I BY REVISION TRANSFORMER FAULT RESET NOTICE MQH 0 Y2 1 DESIGNED JLB DRAWN IF THIS BAR DOES NOT MEASURE 1" TBC THEN DRAWING IS CHECKED NOT TO SCALE PANEL SWITCH L PANEL ETHERNET I IP: XXX.XX) -- ----- - AOD- ANALOG � - �---�` '�` '-- {-� -� SPEE BEET I-8 --- -- \`' x ` ------ -t _� AOD+ REFE 10VC --- -- - - - - - - -0 AiO- INPUT,x, ,x, I 1EET I-9 --- ---------t -� AiO+ DL PANEL I 3TATU S DL PANELS I Di0 2-WIRE RU Di1 (DI SPD SE Dig (HOA STAR Di3 (FAULT REE VFD WIRING DIAGRAM -WELL &BOOSTER PUMPS (TYP. 3 SCALE: NONE consor R CHARD . I-0 . Lftpla CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 MOTOR RUNNING CR-1 CONTROL PANEL I I I ; ; VFD FAULT CR-2 I I I I --------------------------—� L-- ELECTRICAL TO PLC DISCRETE INPUTS SEE SHEET I-7 MOTOR CONTROL DIAGRAMS PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: APRIL 2023 SHEET 55 of 65 L U N V) 7 J V) M N m Q Q rn M N 0 N N rn w I w / (D 0 / �I �I U F- L.. O U I L M U L 0 L-. L O 11 I Q �I 0 Sri Ln N U N O L a a Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 1 2 3 A INCOMING EF-1 SPARE LUGS EXH FAN B C EF-2 SPARE EXH FAN D E SPARE SPARE SPARE F POWER 9011 MONITOR G SPARE XFMR 45KVA H ] VFD VFD WELL BOOSTER 1 PUMP K L VFD BOOSTER 2 M 1 2 3 2011 2011 2011 MCC-1 ELEVATION SCALE: 1"=V-0" DETAIL NOTES O VERIFY TRENCH DEPTH AND COVERING FOR INCOMING SERVICE CONDUIT WITH LOCAL UTLITY. O COORDINATE WITH CIVIL DISCIPLINE FOR INTERSECTING PIPES. 1211 �MIN.� 24" MIN. O OCONDUITS AS REQUIRED COMPACTED SAND E"T C D MECHANICAL TYPE CONNECTOR BURNDY E TYPE GAR - USE AT WELL NEAREST TO SERVICE F EQUIPMENT FINISHED GRADE G OR PAVING FINISH GRADE NATIVE BACKFILL UNDISTURBED EARTH TYP. CONDUIT TRENCH SCALE: NONE H 'qF DRAIN ROCK 3/4" K GRAVEL BASE SHALL EXTEND 24" BELOW L TRAFFIC BOX M 1l211 L 24" MIN. O POWER & - DISCRETE CONTROL CONDUITS COMPACTED SAND GROUNDING ELECTRODE CONDUCTOR TO SERVICE BOND 3/4"x 10' COPPERWELD GROUND ROD CAST IRON TRAFFIC COVER OLD CASTLE CHRISTY No. G05CT WITH STANDARD MARKING "GROUND" 10-3/8" I.D. TRAFFIC BOX OLD CASTLE CHRISTY No. G05T COMPRESSION TYPE CONNECTOR BURNDY YGL GROUNDING ELECTRODE CONDUCTOR GROUND ROD TEST WELL /" z SCALE: NONE DETAIL NOTES O COORDINATE WITH CIVIL DISCIPLINE FOR INTERSECTING PIPES. 1211 FINISH GRADE MIN. 1811 WARNING TAPE MIN. NATIVE ,. BACKFILL \�/\�/\� 1211//\\//\\//\\// o UNDISTURBED � EARTH 11 >o O \\i�\\i�` 24 MIN. 3"�%��:� 1211 3" COMMUNICATION, ANALOG, & 1 LOW VOLTAGE CONDUIT O POWER & DISCRETE CONTROL CONDUITS COMPACTED SAND MIXED CONDUIT TRENCHES SCALE: NONE 1211 MIN. MECHANICAL CONNECTOR MECHANICAL W CONNECTOR BURNDY TYPE REBAR GAR I'I Lt.l I/'11 V lt./'iL CONNECTOR BURNDY TYPE GAR REBAR GROUNDING SCALE: NONE FINISH GRADE WARNING TAPE NATIVE BACKFILL UNDISTURBED EARTH 311 311 COMMUNICATION, ANALOG, & O LOW VOLTAGE CONDUIT 3ROUNDING LECTRODE --ONDUCTOR r V %_ 1 I_IIIP'%LL vr.,� r\1JLr\I WRAP WITH SLIP TO MALE CORROSION RESISTANT THREADED TAPE TO ABOVE GRADE COUPLING FOR INTERIOR LOCATION. USE PVC COATED GRS FOR EXTERIOR LOCATIONS. CONDUIT TRANSITION SCALE: NONE NOTICE MWA Vj RA f__W_ _ RD ® SHEET DESIGNED �P�pF WA$yq� - - -==- ELECTRICAL 0 X2 1 �� e� F. CITY OF PORT ORCHARD ]LB MCCORMICK WOODS ELEVATIONS AND DETAILS E-9 DRAWN i IF THIS BAR DOES _� 1,. - WELL NO. 11 NOT MEASURE 1 TBC �o��,��sTR�o ��,�`" $ ,��n 3� ,z_ AMENDMENT 2 THEN DRAWING IS C '` C�=consor'_.. �;- . CHECKED `r'� NOT TO SCALE sIDNA1.Et� NO. DATE BY REVISION `' �''� �"" PROJECT NO.: 20-2839.01 SCALE: AS SHOWN I DATE: APRIL 2023 56 of 65 GENERAL INSTRUMENT SYMBOLS INSTRUMENT IDENTIFICATION LETTERS PIPING LINE SYMBOLS OFF -PAGE CONNECTORS AND TIE-IN SYMBOL U a) V) c1ri N m Q a M N N N 0 N N 3 / 0 / I a� I U .E L O U �I L r� U L OI L O a I Q �I 0 Ln Ln N U N O L d / a LOCATION/ACCESSIBILITY SHARED DISCRETE DISCRETE INSTRUMENTS DISPLAY AND CONTROL PLC HARDWARE (DCS) INTERLOCK FIELD MOUNTED 1. FIELD OR LOCALLY MOUNTED. 2. ACCESSIBLE TO AN OPERATOR AT DEVICE. 0 <> PRIMARY LOCATION NORMALLY ACCESSIBLE TO AN OPERATOR 1. CENTRAL OR MAIN CONTROL ROOM. 2. FRONT OF MAIN PANEL OR CONSOLE MOUNTED. 3. VISIBLE ON VIDEO DISPLAY. 4. ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE. PRIMARY LOCATION NORMALLY INACCESSIBLE TO AN OPERATOR 1. CENTRAL OR MAIN CONTROL ROOM. 2. REAR OF PANEL OR CABINET MOUNTED. 3. NOT VISIBLE ON VIDEO DISPLAY. 4. NOT NORMALLY ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE. AUXILIARY LOCATION NORMALLY ACCESSIBLE TO AN OPERATOR 1. SECONDARY OR LOCAL CONTROL ROOM. 2. FIELD OR LOCAL CONTROL PANEL. 3. FRONT OF SECONDARY OR LOCAL PANEL MOUNTED. 4. VISIBLE ON VIDEO DISPLAY. 5. ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE. AUXILIARY LOCATION NORMALLY INACCESSIBLE TO AN OPERATOR 1. SECONDARY OR LOCAL CONTROL ROOM. 2. FIELD OR LOCAL CONTROL PANEL. 3. REAR OF SECONDARY OR LOCAL PANEL OR CABINET MOUNTED. 4. NOT VISIBLE ON VIDEO DISPLAY. 5. NOT NORMALLY ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE. ABBREVIATIONS AG ABOVE GROUND LO ATM ATMOSPHERE LP BYP BYPASS LPT CC CHEMICAL CLEANOUT MTL CL CENTERLINE MAX CO CLEANOUT MCC CONN CONNECTION MCP CVLS CHECK VALVE LIMIT SWITCH MIN CTR CENTER MOV DCS DISTRIBUTED CONTROL SYSTEM MW DES DESIGN NC DIA DIAMETER NNF DP DESIGN PRESSURE NO D/P DIFFERENTIAL PRESSURE NOZ DRN DRAIN O/C DT DESIGN TEMPERATURE 0/0 DWG DRAWING OIT (E) EXISTING OP EL ELEVATION OVH D ESD EMERGENCY SHUTDOWN PLC FOF FACE OF FLANGE PRESS (F) FURNISHED PV FC FAIL CLOSED (R) FI FAIL INDETERMINATE REQD FL FAIL LOCKED (LAST POSITION) RIO FLG FLANGE RTD FO FAIL OPEN SC FP FULL PORT SCADA FV FULL VACUUM GO GEAR OPERATED SCH GR GRADE SD HC HOSE CONNECTION SG HDR HEADER SIS HH HAND HOLE SO HOA HAND/OFF/AUTOMATIC SP HP HIGH PRESSURE SS HPT HIGH POINT STD IAS INSTRUMENT AIR SUPPLY T/C LC LOCKED CLOSED TDH LCP LOCAL CONTROL PANEL TEMP THRD TSO Industrial TYP UG Systems VNT INC VAC 12119 NE 99th Street VB Suite #2090 V F D Vancouver, Washington 98682 Phone: (360) 718-7267 W/ Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com W/0 OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 REVISION LOCKED OPEN LOW PRESSURE LOW POINT MATERIAL MAXIMUM MOTOR CONTROL CENTER MAIN CONTROL PANEL MINIMUM MOTOR OPERATED VALVE MANWAY NORMALLY CLOSED FIRST LETTER SUCCEEDING LETTERS MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A ANALYSIS ALARM B BURNER, FLAME, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE C USER'S CHOICE (TYPICALLY CONDUCTIVITY — ELECTRICAL) CONTROL, COMMAND CLOSED D USER'S CHOICE (TYPICALLY DENSITY OR SPECIFIC GRAVITY) DIFFERENTIAL DIVERT E VOLTAGE SENSOR (PRIMARY ELEMENT) F FLOW RATE RATIO (FRACTION) G USER'S CHOICE OR GAUGING (DIMENSIONAL) GLASS, VIEWING DEVICE H HAND HIGH I CURRENT (ELECTRICAL) INDICATE J POWER SCAN K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L LEVEL LIGHT LOW M USER'S CHOICE (TYPICALLY MOISTURE OR HUMIDITY) MOMENTARY MIDDLE, INTERMEDIATE N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE O USER'S CHOICE ORIFICE, RESTRICTION OPEN P PRESSURE, VACUUM POINT (TEST) CONNECTION Q QUANTITY OR HEAT DUTY INTEGRATE, TOTALIZE R RADIATION RECORD S SPEED, FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT THROUGH U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER W WEIGHT, FORCE, TORQUE WELL X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y EVENT, STATE OR PRESENCE Y AXIS COMPUTE, CONVERT Z POSITION, DIMENSION Z AXIS ACTUATOR, UNCLASSIFIED FINAL CONTROL ELEMENT NORMALLY NO FLOW NORMALLY OPEN NOZZLE OPEN/CLOSE ON/OFF OPERATOR INTERFACE TERMINAL OUTPUT OVERHEAD PROGRAMMABLE LOGIC CONTROLLER PRESSURE PROCESS VARIABLE RELOCATED REQUIRED REMOTE I/O PANEL RESISTANCE TEMPERATURE DETECTOR SAMPLE CONNECTION SUPERVISORY CONTROL AND DATA ACQUISITION SCHEDULE SHUTDOWN SPECIFIC GRAVITY SAFETY INSTRUMENTED SYSTEM STEAM OUT SET POINT STAINLESS STEEL S/S or START/STOP STANDARD THERMOCOUPLE TOTAL DIFFERENTIAL HEAD TEMPERATURE THREADED TIGHT SHUT-OFF TYPICAL UNDERGROUND VENT VACUUM VORTEX BREAKER VARIABLE FREQUENCY DRIVE WITH WITHOUT NOTICE MQH 0 V2 1 DESIGNED AAB DRAWN IF THIS BAR DOES NOT MEASURE 1" TBC THEN DRAWING IS CHECKED NOT TO SCALE TYPICAL INSTRUMENT TAG NUMBERS & DESIGNATION INSTRUMENT TYPE SEE 'INSTRUMENT IDENTIFICATION LETTERS' ADDITIONAL INSTRUMENT IDENTIFICATION SEE 'HAND SWITCH ABBREVIATIONS' HS HOA INSTRUMENT IDENTIFICATION ID 1A (DIGITS DENOTE ASSOCIATED AREA) WHEN USED, LETTER DISTINGUISHES BETWEEN MULTIPLE SIMILAR DEVICES USED WHEN MULTIPLE TRAINS ARE USED AND REPRESENTS THE TRAIN NUMBER HAND SWITCH ABBREVIATIONS AO = AUTO/OFF AM = AUTO/MANUAL CM = COMPUTER/MANUAL CL = COMPUTER LOCAL ES = EMERGENCY STOP FR = FORWARD/REVERSE FOR = FORWARD/OFF/REVERSE FS = FAST/SLOW FOS = FAST/OFF/SLOW HA = HAND/AUTO HIM = HUMAN INTERFACE MODULE HOA = HAND/OFF/AUTOMATIC LLS = LEAD/LAG/STANDBY LOC = LOCAL/OFF/COMPUTER LOR = LOCAL/OFF/REMOTE LOS = LOCKOUT/STOP LA = LOCAL/AUTO LR = LOCAL/REMOTE OC = OPEN/CLOSE OCA = OPEN/CLOSE/AUTO 00 = ON/OFF OOA = ON/OFF/AUTO OSC = OPEN/STOP/CLOSE RES = RESET RF = RUN/FAULT RSL = RAISE/STOP/LOWER SS = START/STOP SOR = START/OFF/RESET V/B = VFD/BYPASS consor PRIMARY (AG & UG) SECONDARY / UTILITY (AG & UG) FUTURE OR EXISTING ON NEW P&IDs JACKETED OR DOUBLE CONTAINMENT OOF INSTRUMENT LINE SYMBOLS A. OFF -PLOT CONNECTOR SERVICE DESCRIPTION CONNECTOR NUMBER XX I P&ID No ORIGIN/DESTINATION B. PRIMARY/SECONDARY LINES AND INSTRUMENT SIGNAL CONNECTOR INSTRUMENT SUPPLY OR CONNECTION TO PROCESS SERVICE DESCRIPTION PNEUMATIC SIGNAL CONNECTOR NUMBER XX I P&ID No ORIGIN /DESTINATION ELECTRIC SIGNAL (ANALOG) ----------- C. UTILITY CONNECTOR ELECTRIC SIGNAL (DISCRETE) -- - CONNECTOR NUMBER HYDRAULIC SIGNALt t t t t t 1�& CAPILLARY TUBE X X X X X X D. TIE-IN SYMBOL ELECTROMAGNETIC, SONIC, OPTICAL, OR NUCLEAR SIGNAL T TIE-IN NUMBER xxx SOFTWARE OR DATA LINK MECHANICAL LINK FLOW STREAM IDENTIFIERS ABE = AERATION BASIN EFFLUENT BD = BASIN DRAIN CS = COMBINED SLUDGE CAS = CAUSTIC SODA DR = DRAIN DS = DIGESTER SOLIDS FBW = FILTER BACKWASH FE = FINAL EFFLUENT GR = GRIT ICE = INTERMEDIATE CLARIFIER EFFLUENT LPA = LOW PRESSURE AIR ML = MIXED LIQUOR NPW = NON POTABLE WATER PE = PRIMARY EFFLUENT PI = PRIMARY INFLUENT PLE = PLANT EFFLUENT PS = PRIMARY SLUDGE RAS = RETURN ACTIVATED SLUDGE RS = RAW SEWAGE SSL = SECONDARY SLUDGE SCM = SCUM SSCM = SECONDARY SCUM SCRN = SCREENINGS SE = SECONDARY EFFLUENT TE = TERTIARY EFFLUENT TWAS = THICKENED WASTE ACTIVATED SLUDGE UW = UTILITY WATER WAS = WASTE ACTIVATED SLUDGE TYPICAL EQUIPMENT TAG NUMBERS & DESIGNATION AER BIN BL = CEL C LA O CLS CND CON BL-110-01 CMP DIF DIG DIS FED = A E RATO R BIN BLOWER = CELL = CLARIFIER = CLASSIFIER = CONDENSATE TRAP = CONVEYOR = COMPRESSOR DIFFUSER -DIGESTER DISINFECTION UNIT :FEEDER UNIQUE IDENTIFIER EQUIPMENT AREA EQUIPMENT TYPE (SEE CHART ABOVE) INPUT / OUTPUT SIGNALS MEASURED VARIABLE OR OUTPUT FUNCTION FROM 'INSTRUMENT IDENTIFICATION LETTERS' TABLE � T ANALOG INPUT (AI) ANALOG OUTPUT (AO) 4 1 DISCRETE INPUT (DI) I I 01 le rt rt DISCRETE OUTPUT (DO) FLT = FILTER HEX = HEAT EXCHANGER DRAIN CONNECTORS MIX = MIXER PMP = PUMP CLOSED DRAIN OPEN DRAIN PRS = PRESS SCN = SCREEN SDG = SLIDE GATE 0 SL = SLUICE GATE CONNECTOR NUMBER XXXX CONNECTOR NUMBER XXXX SMP = SUMP DESTINATION LINE YYY DESTINATION LINE YYY THK = THICKENER SERVICE CODE P&ID# SERVICE CODE P&ID# TNK = TANK WEL = WET WELL CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 CLOSED DRAIN (NO P&ID) DESTINATION LINE YYY SERVICE CODE OPEN DRAIN (NO P&ID) DESTINATION LINE YYY SERVICE CODE MID LEGENDS, SYMBOLS AND ABBREVIATIONS 1 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: APRIL 2023 SHEET I-1 57 of 65 U a� V) 7 J V) 110 N m Q a M N N N 0 N N N N / 0 I a� I U L O U �I L r� U L 0I 4-+ L O d I Q �I 0 Ln Ln N U N 0 L d / a PRIMARY ELEMENT SYMBOLS xx GENERAL SYMBOL IN -LINE LE RADAR ELEMENT XX = FS, FG, FE, FT (NON -CONTACT) FIT IN -LINE FLOW ELEMENT WITH INTEGRAL INDICATING TRANSMITTER xxxx XXXX = MASS, CORIOLIS, THERMAL, LE ULTRASONIC INT. ORIFICE ... LEVEL SENSOR FIT IN -LINE FLOW ELEMENT WITH SEPARATE INDICATING TRANSMITTER LE FE RADAR XXXX = MASS, CORIOLIS, THERMAL... xxxx (GUIDED) ORIFICE MAGNETIC LS* FLOAT SWITCH ® TURBINE OR PROPELLER FLOAT SWITCH * = L/LL/H/H H AE x ANALYZER ELEMENT X INDICATES TYPE pH = HYDROGEN POTENTIAL DO = DISSOLVED OXYGEN H2S = HYDROGEN SULFIDE LEL = LOWER EXPLOSIVE LIMIT 02 = OXYGEN ORP = OXYGEN REDUCTION POTENTIAL TUR = TURBIDITY ROTAMETER ROTAMETER WITH INTEGRAL FI VALVE (SHOWN WITH OPTIONAL INTEGRAL VALVE) FLUME ❑ ULTRASONIC FS* FLOW SWITCH WEIR VORTEX * = H/L PITOT TUBE ® POSITIVE DISPLACEMENT FG FLOW GLASS © AVERAGING PITOT TUBE ORIFICE IN QUICK CHANGE FITTING FLOW CONDITIONING DEVICES Uj FLOW NOZZLE (e.g., STRAIGHTENING VANES) FO � TARGET r:jVENTURI RESTRICTION ORIFICE WEDGE METER II! ANNULAR SEAL VALVE SYMBOLS (N.C. WHEN SHADED) PIPING SPECIALTY ITEMS Da GATE VALVE C4 PLUG VALVE Y-TYPE STRAINER EJECTOR I-J CHECK VALVE 7;:� DIAPHRAGM VALVE ® CONE STRAINER REMOVABLE SPOOL ICJ STOP CHECK VALVE 3-WAY VALVE DK GLOBE VALVE 4-WAY VALVE 1 * 1 BUTTERFLY VALVE C PINCH VALVE C NEEDLE VALVE ANGLE VALVE Cal BALL VALVE KNIFE VALVE W BALANCING VALVE SLUICE OR SLIDE GATE AIR RELEASE VALVE PIPING FITTINGS d FLANGE SPACER • WELDED CONNECTION 1 BLANK CONCENTRIC REDUCER ECCENTRIC REDUCER OPEN FIGURE 8 BLIND CLOSED FIGURE 8 BLIND Industrial PLUG Systems INC I BLIND FLANGE 12119 NE 99th Street Suite#2090 Vancouver, Washington 98682 -{ HOSE CONNECTION Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com D CAP OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 REVISION NOTICE 0 X2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE RS Q T-TYPE STRAINER Ds DESUPERHEATER DUPLEX STRAINER F� BASKET STRAINER �\{ FLEXIBLE HOSE EXPANSION JOINT TEMPORARY STRAINER �zl DAMPER FILTER BREATHER DETONATION ARRESTOR VENT COVER CO FLAME ARRESTOR ® IN -LINE MIXER ❑T STEAM TRAP K3� DIVERTER VALVE e EXHAUST HEAD IN -LINE SILENCER S VENT SILENCER MECHANICAL COUPLING MQH DESIGNED CHECKED I & ROTARY VALVE ® EXCESS FLOW VALVE PULSATION DAMPENER INJECTION SPOOL CONTROL VALVE ACTUATOR SYMBOLS T MANUAL OPERATOR DIAPHRAGM PRESSURE BALANCED DIAPHRAGM HANDWHEEL WITH ACTUATOR CYLINDER - PISTON M MOTOR OPERATED - CONSTANT SPEED E/P ELECTRO-PNEUMATIC T SINGLE SOLENOID s SINGLE SOLENOID - MANUAL RESET S SINGLE SOLENOID - REMOTE RESET MISCELLANEOUS INSTRUMENT SYMBOLS ® CHEMICAL SEAL- DIAPHRAGM FM LEVEL SENSOR \ / PILOT LIGHT OR GAUGE GLASS ILLUMINATOR X INDICATES COLOR R = RED B = BLUE G = GREEN / \x A = AMBER W = WHITE 00 DUAL FUNCTION OR INSTRUMENTS SHARING COMMON HOUSING I UNDEFINED INTERLOCK LOGIC SELF -ACTUATED DEVICES RUPTURE DISC - PRESSURE RELIEF SAFETY HEAD FOR PRESSURE RELIEF (EXPLOSION PANEL) pL RUPTURE DISC - VACUUM RELIEF SAFETY HEAD FOR VACUUM RELIEF (EXPLOSION PANEL) PRESSURE RELIEF - SAFETY VALVE —4 VACUUM RELIEF VALVE PRESSURE AND VACUUM RELIEF _41*� VALVE CONSERVATION VENT PILOT OPERATED RELIEF VALVE WITH REMOTE SENSOR (USE APPROPRIATE RELIEF VALVE SYMBOL) consor O'RCHARD PRESSURE REDUCING REGULATOR (SELF-CONTAINED) BACK PRESSURE REGULATOR (SELF-CONTAINED) BACK PRESSURE REGULATOR W/ EXTERNAL TAP PRESSURE REDUCING REGULATOR W/ EXTERNAL TAP DIFFERENTIAL PRESSURE REDUCING REGULATOR TEMPERATURE REGULATOR FILLED SYSTEM TYPE CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 PROCESS EQUIPMENT VERTICAL INLINE PUMP SUBMERSIBLE C2� PUMP P&I D LEGENDS, SYMBOLS AND ABBREVIATIONS 2 CHEMICAL STORAGE TANK PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: APRIL 2023 SHEET I-2 58 of 65 SCADA FILTER BACKWASH TOTAL FLOW SYSTEM FLOW STARTS RUNTIME TOTAL ALARM TOTAL U a) to J V) M N m Q a cyi M N O N M i 3 M 0 / I a� I U F- L.. O U U �I L U L 0 L.. L O d I Q �I O Ln Ln N U N O L d a F QI y UAI WELL FLT SPD SPD WELL TOTAL LEVEL RUN RESET RUN'G I AUTO FAULT CTRL FDBK READY AMPS FLOW PULSE LI YC YC YI YI XA SC SI YI YI FI V oI V PLC FIELD NaOCI I i i i i i WELL PUMP MOTOR/VFD FLT RUN HOA HIM I I YL YL HS rYLHS I I I I I I I I i WELL PUMP 1150 GPM FROM EXISTING SODIUM HYPOCHLORITE DOSING PUMP FUTURE Mn04 FROM FUTURE SODIUM PERMANGANATE DOSING PUMP NaF FROM SODUIM FLUORIDE DOSING PUMP 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 M�� I I I I ; I I � I I ; I I ' J r----------------- 3/8" NaOCT FI FXTRI F PVC TIJRTNC; FI IT[ IRF '�/R" MnC)4 FI FXTRI F P\/(' TI IRTNC; WR" NIaF FI FXTRI F P\/(- TI IRTNIC; REVISION 3/8" BV 3/8" BV NOTICE 0 % 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE MQH DESIGNED CHECKED FILTER FILTER MANUAL SYSTEM SYSTEM BW ALARM IN BW START UAI V UAIN/ __ <_ i i i i i i i I I I I I I I I I I I I I I I I I 611X8" 18" GV FUTURE FILTER SYSTEM consor R CHAR OR D — 0010 � t CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 BACKWASH TO7 FLOW PUL FI Q: FI Q. FUTURE 4" BW DI FUTURE BACKWASH TO MANHOLE FUTURE BACKWASH FLOW CONTROL VALVE AND FLOW M ETER 8" GV MID SHEET 1 PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE 8" FW DI FINISHED WATER TO CLEAR WELLS SHEET I-3 APRIL 2023 59 of 65 FW FW SCADA FINISHED HIGH LOW TYPICAL OF 2 RUN WATER CL2 CL2 TOTAL FLOW (TYP. OF 3) FLUORIDE ALARM ALARM STARTS RUNTIME TOTAL CLEAR CLEAR SODIUM CHEMICAL _YC_ AI LAH LAL QI) (KI 7 QI WELL A CLEAR WELL B CLEAR FLUORIDE NaCIO DOSING FINISHED FINISHED HATCH WELL A HATCH WELL B TANK TANK SPEED CTRL WATER WATER FLT SPD SPD BOOSTER TOTAL INTRUSION LEVEL INTRUSION LEVEL LEVEL LEVEL (TYP. OF 3) pH CL2 RUN RESET RUNG AUTO FAULT CTRL FDBK READY AMPS FLOW PULSE YA LI YA LI LI LI SC AI AI YC YC YI YI XA SC SI YI YI FI QI PLC ZO LI ZO LI LI LI SC YC -AI- _AI_ _AI_ YC - - YC YI- YI XA- - - SC SI- _YI_ _YI_ - FI- QI ---- ---- ---- ---- ---- ---- ---- ---- ---------- --- ------ ------ ------------ I I I I I I T FIELD I I I I I I I I i FINISHED WATER I FUTURE BOOSTER PUMP j i I I SAMPLE PANEL AIT MOTOR/VFD (TYPICAL OF 2) I I I I I I I I FLT RUN HOA HIM I , I I I j AE AE &RI YL YL HS HS I I I pH CL2 I I I I I ZSC LIT ; I i — — — — F_ — — - I I I I I i I I I I I I I I I IILII I LE I I I I I I I I I I PE I I I I I I I I I I I I I I I I I I I i I I I I I I I FIT EXISTING EXISTING I I 2" ARV 8" GV 8"x6" I 8"x6" 1/2" BV 8" VLV 8" GV 8" GV I 8" GV j I BOOSTER PUMP 1 1 EXISTING'FE CLEARWELL A j I j 1150 GPM I I I I r-----J I I I I I M " LIT I I � I I 10" GV GV _j FINISHED WATER 68" FW DI LE I j I 10 FW DI FINISHED WATER I I I FROM FILTER I I I 8"x10" EXISTING 10" GV TO EXISTING I I I PE DISTRIBUTION LINE M PACKAGED SYSTEM I I fV I Q I I I Q EXISTING EXISTING j I I 2" ARV 8" GV 8"x6" 8"x6" 1/2" BV 8" VLV 8" GV Ln 8" GV EXISTING 8" GV I LIT I BOOSTER PUMP 2 rn1150 GPM CLEARWELL B j I N---------------------------, OSEC L I LE I I r' CONTROL PANEL I 1" PVC j I 0) I I I --J I NaOCI DOSING OSEC L I I TO FILTER INTAKE NaCIO GENERATOR j LIT o NaCIO STORAGE EXISTING NaCIO LE TANK DUPLEX PUMP SKID I FLUORIDE DOSING TO FILTER INTAKE U U SODIUM FLUORIDE PUMP U Industrial FLUORIDE SKID STORAGE TANK 0 Systems INC ro FUTURE Mn04 DOSING - - U L 12119 NE 99th Street TO FILTER INTAKE 0 Suite #2090 Vancouver, Washington 98682 0 952 Phone: 718-7267 p FUTURE KMn04 Fax: (360) 952-8958 8958 FUTURE KM n04 d e-mail:is@industrialsystems-inc.com STORAGE TANK OR CCB #196597 WA #INDUSS1880K9 PUMP SKID Q AK #1018436 Lr) PROJECT#:21.55.01 I o NOTICE MQH �L E�Rq ORCHARD ® SHEET Ln 0 1 1 DESIGNED VLr)�p�� washiy�gl` CITY OF PORT ORCHARD MID iz AAB�y �' MCCORMICK WOODS SHEET 2 V) DRAWN consor-, WELL NO. 11 1_4 4-1 IF THIS BAR DOES a NOT MEASURE 1" TBC �o,�, �� s��a�`" AMENDMENT 2 a THEN DRAWING IS CHECKED NOTTO SCALE �NA_E�1G a NO. DATE BY REVISION PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 60 Of 65 U N (n J M N m I --I Q a 0 M N M N O N O N Ln I I --I �1 3 1ri I F-1 I/ V U L O U -I L U L 0 t O a Q 0 Ln Ln N / In w U N O L a / .'s GENERAL NOTES: 1. PANEL LAYOUT IS CONCEPTUAL, FINALIZED LAYOUT SHALL BE PROVIDED BY MANUFACTURER PI UL-508 REQUIREMENTS. KEY NOTES: O PROVIDE REDUDANT POWER SUPPLIES WITH REDUNDANCY CONTROLLER. O2 PROVIDE RADIO PER CITY STAN[ Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 NO. � DATE � BY REVISION NOTICE MQH 0 /z 1 DESIGNED JLB DRAWN IF THIS BAR DOES NOT MEASURE 1" TBC THEN DRAWING IS CHECKED NOT TO SCALE consor 16 O O O O 0000 CAT a...... uw. s pt- T1FAN "p p____ ____ ___= o0000000a o0000000m o0000000m 1 2 ❑ .,p p_, 0000a000m 0000a000m 0000a000m ® ®® `� T'STAT `p p` 000®o®000 000aoa000 000aoa000 I I I I I I I I zzzzzzzzzz 3 4 0 0 u o 0 ®® 0 5 e 0000,I�p' `40 ❑ f .y N M 7 1l1 1p I� ❑ ❑ ❑ �� ❑ ❑ ® ® LL 7 p 7 D p p@ .. ® ® ® 71001 8 ❑ 111 ❑ LL LL LL LL LL ❑ a ❑ ❑ ❑ ° ❑ G J J J J J J J 0000 0000 LIM- 0 0 0 0 0 0 0 D�000o m L L-D& LFJ D02 0 0 B B B ]Ell 01 O O O E Ezam M RCHARD - V �4 CO O ®® Irae+rPi: � ua� -0000000000 aaaaaaaaaa ok at �r O »»»»» Q Q ®® O • O • IiYi o CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 CONTROL PANEL LAYOUT AND ARRANGEMENT PROJECT NO.: 20-2839.01 I SCALE: AS SHOWN I DATE: APRIL 2023 SHEET I-5 61 of 65 U N 5- J N m Q Q r� N O N \ N m 0 �I �I U F- L_ 0 U I L ro U L 0 I 0 a I a (1) �I O Ln Ln N U a� 0 L a jo # 14 AWG Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 120VAC ----------------------- 6 C CB-L1 15A �L1-F1 L1-F1 L1-F2 10A L1-F2 120VAC NEUTRAL ----------------------- FROM PANEL A I I I I I I I I I I I I I CR N1 AC POWER OKAY 14 PF 13 EC N1 120VAC OO RECEPTACLE —,�,—, L1-F3 THERMOSTAT L1-F3A N1 L1-F3 COOLING FAN N1 ❑ 2A---------------c WATER QUALITY ANALYZER 1----------------------- Lj L1-F4 L1-5 10A L1-F5 — V-L-TI � 11-6 10A u L1-F6 L N 24VDC G POWER SUPPLY (10A) L N 24VDC G POWER SUPPLY (10A) IN1+ IN1- IN2+ IN2- REDUNDANCY MODULE OUT+ OUT- N1 N1 PANEL COOLING FAN WATER QUALITY ANALYZER 24VDC POWER SUPPLY UPSDC+ CB-DC2 � CB-DC2+ 2A CB-DC3 o CB-DC3+ 2A CB-DC4 CB-DC4+ 2A CB-DC5 ,C CB-DC5+ 2A CB-DC6 CB-DC6+ 2A CB-DC7 CB-DC7+ 0 0- 2A CB-DC8 o CB-DC8+ 2A +24V PLC COM POWER SUPPLY FG V1+ ETHERNET V1- SWICH + OPERATOR _ INTERFACE TERMINAL (OIT) DISCRETE INPUTS (SEE SHEETS I-X) DISCRETE OUTPUTS (SEE SHEETS I-X) ANALOG INPUTS (SEE SHEET I-X) RADIO UPS-COM PLC POWER V.rAAr-OUPS-COM ❑ 2A---------------0 WELL NO. 11 FLOWMETER-----------------------� DC-F3 "rAAr-OhUPS-COM 2A-------- to BOOSTER PS FLOWMETER----------------------- 0— DC-F4 ❑❑ FUTURE BACKWASH UPS-COM 2A-------- -0 ---------------------- DC-F5 FLOWMETER PLC OPERATOR INTERFACE TERMINAL (OIT) n C B- D C 1 Alaaray L—Jr" F""lL—l!"hh—J 0 A CB-DC1+ CR DC POWER FAIL RELAY l DC-F1 PF ® 0000 CD Ll yam I� 10A IN+ IN- DC-F2 o BATTERY CABLE 24VDC CAT 6 (TYP) o_o_ooaaaoo_o_o_o_o oo _o��s2_ ASSEMBLY UPS DC UPS o BATTERY o— MODULE I_ Q UPSDC+ LD+ LD- UPS-COM 0000 0000 DFD° o� o� 0000 00000 00000 �. UPSDC+ UPS-COM Ilr o o ° o o ° La - CONTROL PANEL POWER DIAGRAM SCALE: NTS WELL PUMP VFD BOOSTER PUMP 1 VFD NETWORK BLOCK DIAGRAM SCALE: NTS ETHERNET SWITCH POWER OPERATOR INTERFACE POWER DISCRETE INPUT POWER DISCRETE OUTPUT POWER ANALOG INPUT POWER CELLULAR CELLULAR RADIO ANTENNA ANTENNA ANTENNA LIGHTNING ARRESTER I I I I I I I I LIGHTNING ARRESTER I I I I � I LIGHTNING ARRESTER RADIO ----- -------------------- ----------- MANUFACTURER COAX (TYP) 00000 ° 0 0 0 0 0 BOOSTER PUMP 2 VFD NOTICE MQH L E�Rq QRCHARI ® SHEET 0 1 1 DESIGNED V'�p�.wAsgf` y CITY OF PORT ORCHARD CONTROL PANEL i 2 JLB~� �' MCCORMICK WOODS POWER DISTRIBUTION DRAWN WELL NO. 11 1-6 IF THIS BAR DOES - "° - consor NOTMEASURE 1" TBC �o �»�4 �`� ." AND NETWORK BLOCK DIAGRAM AMENDMENT 2 'n �FGfSTV IF"," 7:..,�. - � ,z _. T NOTHEN DTO SCALERAWING CHECKED•Sj�1�NA_Et�G =._ NO. DATE BY REVISION �' ��`�� ►- PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 62 Of 65 U 5- cYi N m Q Q rn N N O N n \ N 0 I �I U F- L_ O U 2I L ro U L 0 I a-+ L O a I a (1) �I O Ln Ln N U O L a jo CB-DC6+ AC POWER FAIL DC POWER FAIL UPS FAULT UPS LOW BATTERY ATS IN NORMAL POWER ATS IN EMERGENCY POWER GENERATOR RUNNING GENERATOR TROUBLE SPARE SPARE WELL PUMP VFD RUNNING WELL PUMP VFD FAULT WELL PUMP HAND / AUTO SPARE SPARE CB-DC6+ Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 FU FU FU ALLEN-BRADLEY 1769-IQ16 SLOT 1, 24VDC DISCRETE INPUTS CR APF 1 DI:1/00 TB -DI INO CR DPF 2 DI:1/01 TB -DI IN 1 UPS FAULT 3 TB -DI IN2 UPS LOW BATTERY 4 TB -DI IN3 ATS NORMAL ---------------- DI:1/04 TB -DI IN4 EMERGENCY o------------------� 6 DI:1/05 — � TB -DI IN5 GENERATOR RUNNING 7 DI:1/06 TB -DI IN6 TROUBLE 8 F� S DI:1/07 TB -DI IN7 9 DI:1/08 TB -DI IN8 C DI :1/09 TB -DI IN9 WELL NO. 11 VFD RUNNING 11 0 o--------------------- DI:1/10 TB -DI IN 10 I FAULT I -------------------- 12 DI:1/11 — — TB -DI IN 11 OFF HAND AUTO 13 DI:1/12 XOO TB -DI IN 12 14 DI:1/13 OOX TB -DI IN 13 15 TB -DI � 6 TB -DI DISCRETE INPUTS MODULE 1 SCALE : NTS IN14 y DI:1/15 415 DC COM 1(S� DC COM 2 UPS-COM UPS-COM CB-DC6+ BOOSTER PUMP 1 VFD RUNNIN BOOSTER PUMP F- _ � � � _______�7 VFD 1 RUNNING FU TB -DI I BOOSTER PUMP FAULT 18 VFD 1 FAULT �------------------ _ TB -DI OFF HAND � AUTO ALLEN-BRADLEY 1769-IQ16 SLOT 2, 24VDC DISCRETE INPUTS INO � DI:2/01 IN1 BOOSTER PUMP 1 19 DI:2/02 HAND / AUTO XOO TB -DI IN2 20 DI:2/03 OOX TB -DI IN3 BOOSTER PUMP 2 VFD 21 BOOSTER PUMP RUNNING ❑; DI:2/04 VFD 2 RUNNING FU TB -DI IN4 FAULT I 22 BOOSTER 2 FAULT LL"TB-DI I DI:2/05 N5 OFF HAND,,,, AUTO BOOSTER PUMP 2 23 HAND / AUTO c X00 DI : 2/06 TB -DI IN6 24 o DI:2/07 OOX TB -DI IN7 WELL NO. 11 FLOWMETER WELL FLOWMETER _____________ __ __ u----------- 2DI:2/08 TOTALIZER PULSE TB -DI IN8 BOOSTER PS FLOWMETER BOOSTER FLOWMETER40 -------------------------- --� -------------------- 26 DI:2/09 TOTALIZER PULSE — — TB -DI IN9 FUTURE ATEC CONTROL PANEL 27 ATEC FILTER 40 IN DI:2/10 SYSTEM ALARM 1 TB -DI 10 1 28 ATEC FILTER SYSTEM -1 --- ------ DI.2/11 IN BACKWASH - - TB -DI IN 11 FUTURE BACKWASH FLOWMETER BACKWASH FLOWMETER 29 DI:2/12 TOTALIZER PULSE TB -DI IN12 CLEARWELL A INTRUSION SWITCH CLEARWELL A30 -------------------------- --- -------------- DI:2/13 HATCH INTRUSION — — TB -DI IN 13 CLEARWELL B INTRUSION SWITCH CLEARWELL B-------------------------- -- -------------- 31 DI:2/14 HATCH INTRUSION TB -DI IN14 SPARE 32 DI:2/15 TB -DI IN 15 CB-DC6+ DISCRETE INPUTS MODULE 2 SCALE : NTS DC COM 1 DC COM 2 UPS-COM UPS-COM NOTICE MQH �L E.�Rq � � RCHAR_ _D ® SHEET 0 1 1 DESIGNED V'�p�.wAsgf` y CITY OF PORT ORCHARD CONTROL PANEL i z JLB�MCCORMICK WOODS I/O WIRING 1 _ DRAWN , WELL NO. 11 I 7 IF THIS BAR DOES - � 4 consorfi° -_--- NOT MEASURE 1" TBC �o, �� s�V 1a ,��n 3; ,, AMENDMENT 2 THEN DRAWING IS CHECKED NOTTO SCALE �NA�E�� +- NO. DATE BY REVISION PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 63 of 65 U 5- cYi N m Q M 0 M N 0 N 0 N 00 +s 00 i 0 I a� �I U F- L_ O U 5- I L rB U L O I a-+ L O M I a (1) �I 0 Ln Ln N U 0 L a jo ALLEN-BRADLEY CB-DC6+ 1769-OW16 SLOT 3 DISCRETE OUTPUTS, ISOLATED VAC-VDC 1 �D VAC-VDC2 D0:3/00 � OUTO D0:3/01 O OUT1 D0:3/02 O OUT2 D0:3/03 C OUT3 DO:3/04 � OUT4 D0:3/05 O OUT5 D0:3/06 E OUT6 D0:3/07 a OUT7 D0:3/08 O OUT8 DO.3/09 O OUTS D0:3/10 Q OUT10 D0:3/11 � OUT11 D0:3/12 O OUT12 D0:3/13 O OUT13 D0:3/14 (D OUT14 D0:3/15 a OUT15 UPS-COM 1 WELL PUMP Oq CR-0 OB CR 0 CALL �- �� WELL TB -DO TO RUN TB -DO TB -DO PUMP -- VFD CR-1 10- iR WELL PUMP ��> WELL TB -DO FAULT RESET TB -DO TB -DO PUMP --------------------- VFD 3 BOOSTER 2A CR-2 2B ❑ 2R PUMP 1 - - - Eo- TB-DO FAULT RESET TB -DO TB -DO P1 VFD L 4 BOOSTER 3A CR-3 3B TB CR 3 PUMP 2 ---moo- o�---� P2 VFD -DO FAULT RESET TB -DO TB -DO 5 4 CR-4 4R BOOSTER PUMP 1 -DO 4,6 TB -DO CALL TO RUN TB TBI-'DO P1 VFD 6❑ 5A CR-5 5B CR BOOSTER PUMP 2 -- TB -DO 5 CALL TO RUN TB -DO ---------------------- TB -DO P2 VFD 7 FUTURE ATEC 6A CR-6 6B CR 6 FILTER SYSTEM --- ---- TB-DO MANUAL START TB -DO TB -DO FUTURE 8 FUTURE ATEC 7A CR-7 7B TB CR 7 FILTER SYSTEM ---�--o� �D---� FUTURE -DO FAULT START TB -DO TB -DO 9 q CR-8A g ❑ CR 8 GENSET STATUS _� WELL TB -DO TO VFDS TB -DO TB -DO PUMP VFD 10 CR-9 El 9R NaCIO PUMP 1 ❑ � � 71 ❑ TB -DO CALL TO RUN TB -DO TB -DO NaCIO ---------------------- PUMP 1 11 A CR-10 10 NaCIO PUMP 2 ---10- -- TB-DO CALL TO RUN TB -DO TB -DO NaCIO ---------------------- PUMP 2 12 11�A CR-11 iR FLUORIDE PUMP TB -DO CALL TO RUN o- TB -DO �11�B TB -DO FLUORIDE PUMP 13 ❑ SPARE TB -DO 14 ❑ SPARE TB -DO 15 —0 SPARE TB -DO 16 —0 SPARE UPS-COM Industrial Systems INC DIGITAL OUTPUTS MODULE 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 SCALE : NTS 4-20 mA , +---- � TB WELL NO. 11 WELL NO. 11 I I v u I I FLOW FLOWMETER - J V----------� I T I TBx I ❑ BOOSTER PUMP STATION FLOW 4-20 mA r-, + n El TBx -1 V---------- n T T TBx I I I -L---------- 4-20 mA + FCC ---------- j —I—� n r— j---------- LJ t1�1 ❑— CLEARWELL B PRESSURE "" Fx I I I I LEVEL TRANSDUCER X X + ----------- Ij V----------r, l 1 l 1 7 T TBx I I I L---------L----------- AB 1769-IF8 CB-DC7+ SLOT 5 8-CH CURRENT / VOLTAGE ANALOG INPUTS TBx PJ� 4-20 mA , 5 CLEARWELL B PRESSURE Fx LEVEL TRANSDUCER I I " " I I ; `� ; `� I I + q CR-8B g - ---------- -J V - Il------- r, 7 TBx I— — I L-------------- - ❑ TB -DO ---------------------- TB -DO P1 VFD _ ,q,CR�-8C�� ,gam TB-DOvTB-DO P2 VFD TBx -------------------- WELL PUMP VFD - + 4-20 m- , ---------- WELL PUMP SPEED �� TBx VFD SPEED FEEDBACK FEEDBACK " \` _ ---------- J ---V-------------� T TBx I I L--------------------- El BOOSTER PUMP 1 VFD BOOSTER + ® 4-20 m- PUMP 1 SPEED \; \; 1 TBx VFD SPEED FEEDBACK I /\ /\ _ FEEDBACK - � V ` -------------J v �-------------ram l 1 l 1 TBx I L - - - - - - - - -L - - - - - - - - - - BOOSTER PUMP 2 VFD + BOOSTER + ® 4-20 mA r-, _ i-, ,-, ---------- -I-� PUMP 2 SPEED r�--------- TBx " " VFD SPEED FEEDBACK - FEEDBACK 1 T TBx I FUTURE L--------i----------�� BACKWASH FLOWMETER BACKWASH + 4-20 mA r�t r�, ,+� ---------- - I n r- i---------- FLOW SPEED i \` \� i TBx FEEDBACK i / OVA - ---------- —/ �Vr ----------'- l 1 l 1 T T TBx I I L--------L----------� ANALOG INPUTS MODULE SCALE : NTS 0 I IN 0+ I IN 0- 0 AI:S/01 I IN 1+ I IN 1- 0 I IN 2- -0 AI:5/03 I IN 3+ I IN 4- 0 AI:S/05 I IN 5+ I IN 5- 0 I IN 6+ I IN 6- 2) I IN 7+ I IN 7- p�1 4-20 mA + !�---------- j —I—� n — WELL NO. 11 LEVEL % TBx LEVEL TRANSDUCER _ tCd J V — l---------- n T T TBx I I I ❑ 4-20 mA +---------- j —I—� n—----------� FLUORIDE LEVEL `Fx STORAGE TANK TRANSDUCER n` '\` + LEVEL ------ —I—J V L---------- - ® l 1 l I T T TBx I I I I L- - - - - - - - - - - - - - - - - - - r, TBx �{ 4-20 mA + tCd---------- I —I—� n I HYPOCHLORITE LEVEL / Fx STORAGE TANK TRANSDUCER /\ /\ LEVEL I + I T T TBx I I I I L AB 1769-IF8 CB-DC7+ SLOT 6 8-CH CURRENT / VOLTAGE ANALOG INPUTS a AI:6/00 I IN 0+ I IN 0- O AI:6/01 I IN 1+ I IN 1- O AI:6/02 I IN 2+ WATER QUALITY ANALYZER TBx I IN 2- + 4-20 mA --------- -I-� n----------- + AI: 6/03 FINISHED ! % TBx I IN 3+ WATER H p OUTPUT 1 X II�V� - -J -T-----------_®r--------� O I TBx I IN 3- I I I I L- - - - - - - - - - - - - - - - - - - - 4-20 mA +--------- -I-\\ "--------- + AI:6/04 FINISHED WATER TBx I IN 4+ RESIDUAL CHLORINE OUTPUT 2 I X\ !f� --------- J/ \V/ \` — — — — — — lTl— -- ❑ ITl TBx I IN 4- L---------L----------- I 14I + -20 mA 14-------- r , j —I—� n �— _ AI:6/05 FINISHED WATER (---------- % � / TBx I IN 5+ FLUORIDE OUTPUT 3 `� - CC J Vr ----------- T 7 TBx I IN 5- I I L- - - - - - - - - - - - - - - - - - - ANALOG INPUTS MODULE SCALE: NTS NOTICE MQH �L E.�Rq � � RCHAR_ _D ® SHEET 0 1 1 DESIGNED V'�p�.wAs'y�fy�,gf` y CITY OF PORT ORCHARD CONTROL PANEL iz JLB�' ~� �' MCCORMICK WOODS I/O WIRING 2 DRAWN ,consor WELL NO. 11 I-8 IF THIS BAR DOES - fi° - NOT MEASURE 1" TBC �o�� s��a�`" 3; AMENDMENT 2 THEN NOTDRAWING TO SCALE CHECKED SS�ONA�.E�G +- NO. DATE BY REVISION �' ��`�� PROJECT NO.: 20-2839.01 SCALE: AS SHOWN DATE: APRIL 2023 64 Of 65 i U N U7 J cYi N m Q a N N N 0 N \ N rn pl 0 / I I U F- L_ 0 U 5- I L ro U L 0 I a-+ L 0 a I a (1) �I 0 Ln Ln N U 0 L a / Industrial Systems INC 12119 NE 99th Street Suite #2090 Vancouver, Washington 98682 Phone: (360) 718-7267 Fax: (360)952-8958 e-mail: is@industrialsystems-inc.com OR CCB #196597 WA #INDUSS1880K9 AK #1018436 PROJECT#: 21.55.01 AB 1769-OF8C SLOT 7 8-CH CURRENT ANALOG OUTPUTS AO:7/00 (S I OUT 0+ ANLG COM AO:7/01 0 I OUT 1+ O ANLG COM AO:7/02 0 I OUT 2+ ANLG COM AO:7/03 O I OUT 3+ ANLG COM AO : 7/04 & I OUT 2+ ANLG COM AO:7/05 & I OUT 1+ ANLG COM A WELL PUMP VFD f�l f 1 ---- j —I—� n r— "\" SPEED WELL NO. 11 VFD SPEED REFERENCE REFERENCE -------J V ------ - l 1 l 1 T 7 I I I I BOOSTER PUMP 1 VFD f�l f�l ---- j —I—� n F— "\" SPEED BOOSTER PUMP 1 VFD SPEED REFERENCE REFERENCE l 1 l I T 7 I I I I L- - - - - - - - 1 - - - - - - BOOSTER PUMP 2 VFD f 1 SPEED VFD SPEED BOOSTER PUMP 2 REFERENCE REFERENCE l 1 l 1 T T I I I I L - - - - - - - - l - - - - - - FUTURE BACKWASH FLOW CONTROL VALVE BACKWASH VALVE POSITION V V I POSITION CONTROL ��^� I CONTROL L T T I I I I - - - - - - - - L------� NaCIO PUMP 1 I - + SPEED REFERENCE ---- J V - ----- - 7 T I I I I L - - - - - - - - l - - - - - - - N;yaCIO PUMP 2 �! + SPEED REFERENCE ---- / \V/ — 1----- l 1 l 1 T T I I I I L-------- L------- _ FLUORIDE PUMP AO:7/06 ---- �� n F�I----- + I OUT 2+ NLG COM O:7/07 I OUT 3+ NLG COM ANALOG OUTPUTS MODULE i O A A SCALE : NTS REVISION ■1 SPEED I 7 II i `�; `�' i II I I �`� �� I I REFERENCE l 1 l I 1 T I I NaCIO PUMP 1 SPEED REFERENCE NaCIO PUMP 2 SPEED REFERENCE FLUORIDE PUMP SPEED REFERENCE NOTICE MQH 0 /z 1 DESIGNED JLB DRAWN IF THIS BAR DOES NOT MEASURE 1" TBC THEN DRAWING IS CHECKED NOT TO SCALE consor QR,CHARD. -- - V CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 CONTROL PANEL I/O WIRING 3 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN 1 DATE: APRIL 2023 SHEET I-9 65 of 65 WIN consor QR,CHARD. -- - V CITY OF PORT ORCHARD MCCORMICK WOODS WELL NO. 11 AMENDMENT 2 CONTROL PANEL I/O WIRING 3 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN 1 DATE: APRIL 2023 SHEET I-9 65 of 65 WIN U a� J O N 0 O 0 w Q Q 00 O M N O N O M LL O rn M 00 N O N V) a) a� / Q i N c C a) Q a� U L O O a O am fM co N / O N U N 0 L Q 4-JI / ME \ o rs. \ / M \ \ 70 \ M \ \ N / p00 / \ \ / \ .Cl 160 \ 69 / / \ \ 4 CC \ 67 420 \ 0 1 \ \ I \ ry \ \ \ 66 HEAT PUMP— \ UNIT AND PAD / \ \✓ \ _ I I1� 421 I / N90°00'00"W \ II \ / M \ o ^ I m / ( — — — =� PUMP s� 2, \ i I I I� 1 � ROLL -UP 421 ?\ DOOR \ 421 \ / \ \ I \ 4 -421/ \ CLEARWELL S \ ,a2� \ 20 / 20 \ �+ o I o / \ \\ �� / CLEARWELL � B / J 419 \\✓/A19\ \ \ 420 1130 �\ \ BOLLARD (TYP OF 3) ,g LOCATE 3' OFF OF BLDG, SEE DET 6, SHT C-7 — / — GENSET AND PAD 17'-8"x8'-2" �� 126 Y III 1 � I I 1 3 0 \ / 1 I \ Q \ I � I / I PLAN SCALE: 1"=20' NOTICE CLB �zCT CUB 1 1 DESIGNED ��ti�°V WA 0 /2 EJJ w x DRAWN W IF THIS BAR DOES P` NOT MEASURE 1 EKS a 2tt 9 w4 THEN DRAWING IS CHECKED ��, EGISTER� 1ZS4 NOT TO SCALE ssI�NAL ECG NO. DATE BY REVISION �71fZoz3 II I� I� I II II I II II —- \ r� 0i \ \— \-7 It -0— / 1 I I I \ No \ \/ �I Ilco I I I I II \ oGo I I I I I co I I I I \( p I I 0 consor O RCHARD CITY OF PORT ORCHARD MCCORMICK WOODS - WELL NO. 11 SITE IMPROVEMENT PROJECT NOTES: 1. FIRE LANES SHALL BE MARKED AS "FIRE LANE - NO PARKING" IN ACCORDANCE WITH PORT ORCHARD MUNICIPAL CODE 10.60 SHEET FIRE APPARATUS ACCESS TURNAROUND F-1 69 of 69 PROJECT NO.: 20-2839.01 1 SCALE: AS SHOWN I DATE: APRIL 2023