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PO_Marina_PS-Bid_Plans-20230602PROJECT LOCATION MAP: NTS PREPARED BY: 'ROJECT .00ATION RH2 Engineering, Inc. 22722 29th Drive SE #210 Bothell, Washington 98021 P 425.951.5400 CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS CONTRACT NO. C054=18 VICINITY MAP: APPROX SCALE 1" = 500' Sinclair Inlet 'a m OCCUPANCY CLASSIFICATION: U a m PROJECT NO. PW2018=019 SUMMER 2023 PROJECT LOCATION BUILDING NOTES FLOOR AREA USE: F 425.951.5401 TYPE OF CONSTRUCTION: VB SPACE TYPE GROSS AREA N ASSOCIATION WITH: I OCCUPANCY LOAD: 3 ADA RESTROOM 64 SF AES Consultants, Inc. Anchor QEA, LLC KPFF Consulting Engineers, Inc. Rice Fergus Miller Architecture FUNDED IN PART BY: Washington State Department Of Ecology SCOPE OF WORK: THE PROJECT CONSISTS OF THE CONSTRUCTION OF A CAST -IN PLACE CONCRETE EMERGENCY STORAGE STRUCTURE; CONCRETE VALVE VAULT; CAST -IN PLACE CONCRETE WET WELL AND DRY WELL WALL EXTENSIONS; AN ABOVE -GRADE CMU BUILDING THAT CONSISTS OF ELECTRICAL, EMERGENCY DIESEL -DRIVEN PUMP, AND ODOR CONTROL ROOMS AND RESTROOM; PAVING; LANDSCAPING; SITE WORK, INCLUDING DEEP EXCAVATION, TEMPORARY SHORING, TEMPORARY PUMPING, DEWATERING, SEWAGE PUMP STATION MECHANICAL EQUIPMENT; AND UTILITIES, INCLUDING INSTALLATION OF 8-INCH WATER MAIN, 30-INCH GRAVITY SEWER MAIN, AND 24-INCH SANITARY SEWER FORCE MAIN WITH APPURTENANCE STRUCTURES. DRY WELL ENTRANCE 65 SF EMERGENCY DIESEL -DRIVEN PUMP ROOM 518 SF ODOR CONTROL ROOM 149 SF ELECTRICAL ROOM 241 SF OBLIQUE: NOT TO SCALE DESIGN CRITERIA AREA SERVED (ACRES) 3,808 PROJECTED TOTAL ERU'S SERVED 27,497 PROJECTED TOTAL POPULATION SERVED 24,074 DOMESTIC UNIT LOADING RATE (GAL/CAPITA/DAY) 78 PROJECTED EMPLOYMENT POPULATION SERVED 8,343 EMPLOYMENT UNIT LOADING RATE (GAL/CAPITA/DAY) 32 AVERAGE SANITARY FLOW (MGD) 2.14 PEAKING FACTOR 5.21 1/1 UNIT LOADING RATE (GAL/ACRE/DAY) 1,046 PEAK DAY FLOW (MGD) 6.13 PEAK HOUR FLOW (MGD) 11.18 PEAK HOUR FLOW (GPM) 7,764 J L t5 / t5 CISTE8�91� SIGNED: SSIONAL :C 0610212023 �0I STER�91 SIGNED: �L FNb1 S SIGNED: SSIONAL�' 06/02/2023 SSIONAL� 06/02/2 FED. 1212023 ADDRESSES SITE ADDRESS: NEAR PORT ORCHARD MARINA: 707 SIDNEY PKWY, PORT ORCHARD, WA 98366 LATITUDE/LONGITUDE: 47.542892,-122.638595 OWNER: 216 PROSPECT ST, PORT ORCHARD, WA 98366 ENGINEER: 22722 29TH DR SE, SUITE 210, BOTHELL, WA, 98021 GENERAL CONSTRUCTION 1. CONSTRUCTION STANDARDS CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, I.B.C., THE CURRENT EDITION OF THE CITY OF PORT ORCHARD STANDARD SPECIFICATIONS MANUAL AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2021 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION, HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. THESE DOCUMENTS ARE AVAILABLE FOR VIEWING AT THE CITY PRIOR TO AND FOLLOWING THE BID AND ONLINE AT THE WSDOT AND CITY OF PORT ORCHARD WEBSITES. 2. PRE -CONSTRUCTION CONFERENCE A PRE -CONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING CONSTRUCTION AFTER A PERIOD OF MORE THAN 5 DAYS OF NO WORK BEING PERFORMED. 3. CONSTRUCTION SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. 4. PERMITS SEE SPECIFICATIONS FOR CONTRACTOR PERMIT REQUIREMENTS. ALL REQUIRED PERMITS MUST BE OBTAINED PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE PROVISIONS OF ALL PERMITS. 5. PLANS CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL OF THE ENGINEER. 6. EXISTING STRUCTURES AND UTILITIES CONTRACTOR SHALL CALL 1-800-424-5555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. A. ALL UTILITY LOCATIONS: THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE CONSTRUCTION DRAWINGS ARE APPROXIMATE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. CONTRACTOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. B. UTILITY CONFLICTS: THE CONTRACTOR SHALL CONTACT A ONE -CALL UTILITY LOCATE SERVICE PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION. 7. DAILY CLEANUP THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE ENGINEER BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE ENGINEER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF TEMPORARY EROSION AND POLLUTION CONTROL. 8. CONSTRUCTION SURVEYING THE CONTRACTOR IS REQUIRED TO PROVIDE ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE AS -BUILT RECORDS. STAKING FOR GRADES AND ALIGNMENT SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR INITIAL (PRE -CONSTRUCTION) CONDITION OR BETTER. 9. TRAFFIC CONTROL PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 10. INSPECTION CAST IN PLACE CONCRETE PLACEMENT AND SOIL COMPACTION TESTING SHALL BE SUPERVISED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE OWNER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GENERAL CONSTRUCTION NOTES 11. SITE DRAINAGE SITE GRADES AND EXCAVATIONS SHALL BE SLOPED SO THAT SURFACE WATER FLOWS AWAY FROM FOOTINGS AND BACKFILL AND SO THAT ALL WATER DISCHARGES TO AN APPROPRIATE RECEIVING AREA WITHOUT ANY WATER QUALITY DEGRADATION. 12. THRUST BLOCKING AND JOINT RESTRAINT NOTES THRUST BLOCKING OR APPROVED JOINT RESTRAINT SYSTEMS SHALL BE PROVIDED FOR ALL TEES, BENDS, DEAD -ENDS, AND CROSSES, AND SHALL COMPLY WITH THE STANDARD THRUST BLOCKING DETAILS AND RESTRAINT SYSTEMS AS INDICATED IN THE PLANS AND SPECIFICATIONS. THRUST BLOCKS SHALL BE SIZED BASED ON THE FITTING TO BE BLOCKED AND SOIL TYPE ENCOUNTERED. IF CONFLICTING UTILITIES PREVENT THE USE OF A THRUST BLOCK IN COMPLIANCE WITH THE STANDARD DETAIL, THE CONTRACTOR SHALL INSTALL ALTERNATIVE THRUST RESTRAINT AS APPROVED BY THE ENGINEER. 13. CONSTRUCTION STAGING AREA THE CONSTRUCTION LIMITS SHOWN ON THESE PLANS ARE INTENDED TO PROTECT STRUCTURES, PARKING, TRAFFIC FLOW, OR UTILITIES. AREAS ON -SITE AND OUTSIDE OF THE CLEARING LIMITS MAY BE USED FOR EQUIPMENT AND MATERIALS STORAGE AND CONSTRUCTION STAGING. IF THE AREAS SHOWN ON THE PLANS ARE INADEQUATE, THE CONTRACTOR SHALL COORDINATE WITH OWNER TO OUTLINE NEW CONSTRUCTION STAGING AREA(S). THE STAGING AREA SHALL NOT INTERFERE WITH DAILY ACCESS NEEDS OF THE SITE OR SURROUNDING SITES AS NOTED ON THE PLANS. 14. TEMPORARY EROSION AND SEDIMENTATION CONTROL A. THE IMPLEMENTATION OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY CONSTRUCTION. B. THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THESE PLANS 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 CONTRACTOR FOR THE DURATION OF CONSTRUCTION. C. DURING THE CONSTRUCTION PERIOD, THE TESC MEASURES SHALL BE INSTALLED PER PLAN AND AUGMENTED OR MAINTAINED AS NEEDED. THE CONTRACTOR SHALL ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. ANY DISCHARGE OF SEDIMENT -LADEN RUN-OFF OR OTHER POLLUTANTS TO WATERS OF THE STATE IS IN VIOLATION OF CHAPTER 90.48, WATER POLLUTION CONTROL, AND WAC 173-201A, WATER QUALITY STANDARDS FOR SURFACE WATERS OF THE STATE OF WASHINGTON, AND IS SUBJECT TO ENFORCEMENT ACTION. D. THE TESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIRED FOR ANTICIPATED SITE CONDITIONS DURING DRY WEATHER. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR ACTUAL WEATHER CONDITIONS AND UNEXPECTED STORM EVENTS. E. THE TESC FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTION. INSPECTION SHALL OCCUR DAILY DURING THE WET SEASON, WEEKLY DURING THE DRY SEASON, AND AFTER ALL RAIN EVENTS. F. DURING CONSTRUCTION, ALL RELEASES OF OILS, HYDRAULIC FLUIDS, FUELS, OTHER PETROLEUM PRODUCTS, PAINTS, SOLVENTS, AND OTHER DELETERIOUS MATERIALS MUST BE CONTAINED AND REMOVED IN A MANNER THAT WILL PREVENT THEIR DISCHARGE TO WATERS AND SOILS. THE CLEANUP OF SPILLS SHALL TAKE PRECEDENCE OVER OTHER WORK ON THE SITE. G. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY HYDROSEEDING; MULCHING; NETS/BLANKETS; PLASTIC COVERING; CRUSHED ROCK SURFACING; OR QUARRY SPALLS ACCORDING TO THE PLAN. H. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). I. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. J. ANY AREA STRIPPED OF VEGETATION, OR PAVING, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 2 DAYS OR MORE DURING THE WET SEASON (OCT 1 - APR 30), OR 7 DAYS DURING THE DRY SEASON (MAY 1 - SEPT 30), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). K. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS. THE CONTRACTOR MUST PROVIDE A SPILL PREVENTION CONTAINMENT AND CONTROL PLAN L. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS DURING ALL WORKING AND NON -WORKING HOURS. THE CONTRACTOR SHALL USE SHOVELING AND A VACUUM STREET SWEEPER TO REMOVE SEDIMENT, DUST AND DEBRIS FROM PAVEMENT AREAS AS DIRECTED BY THE INSPECTOR. THE PARKING LOT AREAS USED BY THE CONTRACTOR DURING THE EXECUTION OF THIS CONTRACT SHALL BE CLEANED DAILY TO MAINTAIN IT IN A CLEAN CONDITION. FLUSHING OF PARKING LOT SHALL NOT BE PERMITTED. N. THE CONTRACTOR SHALL SPRAY WATER AS NECESSARY TO ENSURE BLOWING DUST DOES NOT LEAVE THE SITE OR CREATE A NUISANCE TO NEIGHBORS. COORDINATE WITH OWNER STAFF ON USE OF OWNER WATER AND MEANS OF DISTRIBUTION FROM OWNER FACILITIES. 0. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 15. DRAINAGE NOTES A. ALL STORM PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH CITY OF PORT ORCHARD DESIGN AND CONSTRUCTION STANDARDS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. B. ALL STORM PIPE SHALL BE SUBJECT TO A LOW-PRESSURE AIR TEST IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 7-04.3(1)F AND A VIDEO INSPECTION IN ACCORDANCE WITH PORT ORCHARD DESIGN STANDARDS. C. STORM PIPE COVER, MEASURED FROM THE FINISHED GRADE ELEVATION TO THE TOP OF THE OUTSIDE SURFACE OF THE PIPE, SHALL BE 2 FEET MINIMUM, UNLESS AUTHORIZED BY THE CITY OF PORT ORCHARD CITY ENGINEER UNDER THE FOLLOWING CIRCUMSTANCES: 1. UNDER DRIVEWAYS THE PIPE COVER MAY BE REDUCED TO 1 FOOT MINIMUM IF THE 2-FEET CANNOT BE ACHIEVED AND THE COVER IS CONSISTENT WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. 2. IN AREAS NOT SUBJECT TO VEHICULAR LOADS, SUCH AS LANDSCAPE PLANTERS AND YARDS, THE PIPE COVER MAY BE REDUCED TO 1 FOOT MINIMUM. 3. IF DUCTILE IRON PIPE IS USED, THE PIPE COVER MAY BE REDUCED TO 1 FOOT MINIMUM. D. ANY DRAINAGE STRUCTURE, SUCH AS A CATCH BASIN OR A MANHOLE, NOT RECEIVING SURFACE RUNOFF AND NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE A SOLID LOCKING LID. ANY DRAINAGE STRUCTURE ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY, NOT RECEIVING SURFACE RUNOFF, SHALL HAVE A SOLID LOCKING LID. E. ALL CATCH BASIN GRATES SHALL CONFORM TO THE CURRENTLY ADOPTED STORMWATER MANAGEMENT MANUAL AND THE WSDOT STANDARD PLANS WHEN LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL INCLUDE A COMBINATION INLET FRAME (OPEN -CURB -FACE FRAME), WHEN LOCATED IN A SUMP CONDITION OR BEFORE AN INTERSECTION WITH A 4% GRADE OR ABOVE. A HERRINGBONE GRATE MAY BE USED OUTSIDE THE RIGHT-OF-WAY. ALL CATCH BASINS WITHIN THE GUTTER LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARD DETAILS AS APPLICABLE. MAXIMUM CATCH BASIN HEIGHT FROM FINISHED GRADE TO PIPE INVERT SHALL BE PER THE APPLICABLE DETAIL. F. FOR ANY CURB GRADE LESS THAN 0.8% (0.0080 FT/FT), INCLUDING CURB RETURNS, A PROFESSIONAL LAND SURVEYOR, CURRENTLY LICENSED IN THE STATE OF WASHINGTON, SHALL VERIFY THAT THE CURB FORMS OR STRING LINES ARE AT THE GRADES NOTED ON THE APPROVED PLANS PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY COORDINATION AND COSTS. G. FOR ANY DRAINAGE PIPE GRADES LESS THAN 0.5% (0.0050 FT/FT), A PROFESSIONAL LAND SURVEYOR, CURRENTLY LICENSED IN THE STATE OF WASHINGTON, SHALL VERIFY THAT THE AS -BUILT PIPE MATCHES THE GRADES NOTED ON THE APPROVED PLANS PRIOR TO COMPLETION OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY COORDINATION AND COSTS. 16. PROTECTION OF THE ENVIRONMENT NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. SECTION AND DETAIL REFERENCES THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTION/DETAIL AND THE PLAN FROM WHICH IT IS REFERENCED. REFERENCE BUBBLES ID PLAN REFERENCE BUBBLE - REFERS READER BACK TO THE PLAN FROM WHICH THE DETAIL OR XX SECTION ORIGINATED. ID DETAIL/SECTION REFERENCE BUBBLE - REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS LOCATED. XX WHERE, ID = SECTION/DETAIL REFERENCE NUMBER #XX = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. SECTION/DETAIL REFERENCE NUMBER CONVENTIONS: ALL SECTIONS OR ELEVATIONS HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ). ALL DETAILS HAVE AN ALPHANUMERIC REFERENCE NUMBER (A-Z OR 1-1799). CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS 1-800-258-5990 REPORT ALL SEWAGE SPILLS DEPT. OF ECOLOGY 206-594-0000 CONTACT INFORMATION CONTACT TITLE COMPANY PHONE TONY LANG PUBLIC WORKS DIRECTOR CITY OF PORT ORCHARD (360) 535-2490 JEFF HEGLUND OPERATIONS MANAGER CITY OF PORT ORCHARD (360) 519-9984 JACKI BROWN, P.E. UTILITY MANAGER CITY OF PORT ORCHARD (360) 876-7048 K. CHRIS HAMMER, P.E. CITY ENGINEER CITY OF PORT ORCHARD (360) 876-4991 JOHN HENDRON, P.E. PROJECT MANAGER RH2 ENGINEERING (425) 951-5326 MAXWELL FREIMUND, P.E. PROJECT ENGINEER RH2 ENGINEERING (206) 498-7471 RANDY DEBOLT PROJECT MANAGER PUGET SOUND ENERGY (360) 874-4357 SUGGESTED CONSTRUCTION SEQUENCE SUGGESTED OVERALL CONSTRUCTION SEQUENCE • INSTALL PHASE 1 AND PHASE 2 OF WATER MAIN - SEE DWG NO. C008 is EXCAVATE AND CONSTRUCT EMERGENCY STORAGE STRUCTURE -SEE DWG NO. C003 AND S101 • INSTALL TEMPORARY BYPASS PUMPING SYSTEM - SEE DWG NO. C005 • DEMOLISH EXISTING PUMP STATION - SEE DWG NO. D201 is INSTALL WETWELL MODIFICATIONS AND MECHANICAL EQUIPMENT IN DRYWELL - SEE DWG NOS. S109 AND M101 • INSTALL VALVE VAULT - SEE DWG NOS. S201 AND M601 • INSTALL WALL EXTENSIONS AND NEW MULTI -USE FACILITY - SEE DWG NO. S101 • INSTALL ELECTRICAL SYSTEM - SEE DWG NO. E004 • STARTUP, TESTING, AND COMMISSIONING OF THE PUMP STATION. is DEMOLISH AND RESTORATION OF THE EXISTING PUMP CONTROL STRUCTURE - SEE DWG NO. D101 is FINAL SITE RESTORATION AND CLEANUP • SEE DWG NO. C005 FOR MORE DETAILED SEQUENCING. �D w h Lby34 O �EGISTE4E9 "?10NAL �� SIGNED: 0610212023 a X O U. Z J a X W Z W 0 c� 0 0 z � cn o Z a_ O 0 cn w _ Q > W W W/ U CC (i Z 0 0 m co co r' (V 0 N 0 0 CV N cli lwr 0 W 0 0 O c7 Zl a N N O � m U U U- � Y W W Q__ 'I m z 0 F= a U co 0 o�z SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: G001 1 123 SHEET INDEX SHEET NO. DESCRIPTION DWG NO. -- COVER COV 1 GENERAL INFORMATION G001 2 SYMBOLS, LEGENDS, AND ABBREVIATIONS G002 3 FACILITY OVERVIEW G003 4 SURVEY CONTROL G004 5 EXISTING SITE AND TESC PLAN C001 6 SITE DEMOLITION PLAN C002 7 SHORING PLAN I C003 8 SHORING PLAN II C004 9 BYPASS AND PHASING PLAN C005 10 PROPOSED OVERALL UTILITY PLAN C006 11 SITE PROFILES C007 12 PROPOSED WATER MAIN PLAN C008 13 WATER MAIN CONNECTION AND UTILITY DETAILS C009 14 PROPOSED PUMP STATION UTILITY PLAN C010 15 UTILITY PROFILES Col 16 PROPOSED ABOVE GRADE SITE PLAN C012 17 SITE DETAILS I C013 18 SITE DETAILS II C014 19 SITE DETAILS III C015 20 SITE DETAILS IV C016 21 IRRIGATION DETAILS C017 22 GRADING PLAN L001 23 GRADING SECTIONS I L002 24 GRADING SECTIONS II L003 25 GRADING SECTIONS III L004 26 CONSTRUCTION MATERIALS PLAN L005 27 CONSTRUCTION MATERIALS ENLARGED PLAN L006 28 CONSTRUCTION MATERIALS DETAILS I L007 29 CONSTRUCTION MATERIALS DETAILS II L008 30 CONSTRUCTION MATERIALS DETAILS III L009 31 CONSTRUCTION MATERIALS DETAILS IV L010 32 CONSTRUCTION MATERIALS DETAILS V L011 33 PLANTING PLAN L012 34 PLANTING ENLARGED PLAN L013 35 PLANTING DETAILS L014 36 TRAFFIC CONTROL PLAN T001 37 OVERALL FACILITY EXTERIOR AND INTERIOR OBLIQUES A101 38 MULTI -USE FACILITY AND PUMP STATION ELEVATIONS I A102 39 MULTI -USE FACILITY AND PUMP STATION ELEVATIONS II A103 40 MULTI -USE FACILITY ARCHITECTURAL OBLIQUES A104 41 MULTI -USE FACILITY ARCHITECTURAL SCHEDULES AND DETAILS A105 42 MULTI -USE FACILITY ARCHITECTURAL GENERAL INFORMATION A106 43 MULTI -USE FACILITY ARCHITECTURAL ASSEMBLY TYPES A107 44 MULTI -USE FACILITY ARCHITECTURAL ACCESSIBILITY GUIDELINES A108 45 MULTI -USE FACILITY ARCHITECTURAL FLOOR PLAN, ROOF PLAN & RCP A109 46 MULTI -USE FACILITY ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS A110 47 MULTI -USE FACILITY ARCHITECTURAL ELEVATIONS AND SECTIONS A111 48 MULTI -USE FACILITY ARCHITECTURAL EXTERIOR DETAILS I A112 49 MULTI -USE FACILITY ARCHITECTURAL EXTERIOR DETAILS II A113 50 GENERATOR ELEVATION A201 51 PLATFORM SITE PREPARATION AND DEMOLITION PLAN D101 52 PLATFORM DEMOLITION PHOTOS D102 53 ELECTRICAL DEMOLITION PLAN D103 54 PUMP STATION EXISTING AND DEMOLITION MECHANICAL PLAN D201 55 EXISTING PUMP STATION FLOOR AND ROOF DEMO PLANS D202 56 PROPOSED PUMP STATION TEMPORARY BRACING PLAN D203 57 PUMP STATION FLOOR & VALVE VAULT & EMERGENCY STORAGE FND PLANS S101 58 PUMP STATION, VALVE VAULT, & EMERGENCY STORAGE WALL PLANS S102 59 PUMP STATION, VALVE VAULT, AND EMERGENCY STORAGE ROOF PLANS S103 60 MULTI -USE FACILITY FLOOR AND EMERGENCY STORAGE ACCESS PLANS S104 61 MULTI -USE FACILITY ACCESS PLAN S105 62 MULTI -USE FACILITY ROOF PLAN S106 63 SECTION I S107 64 SECTION II S108 65 SECTION III S109 66 VALVE VAULT FLOOR PLAN S201 67 VALVE VAULT ROOF PLAN S202 68 VALVE VAULT SECTIONS S203 69 VALVE VAULT THRUST BLOCKS DETAILS S204 70 GENERATOR FOUNDATION AND FLOOR PLAN S301 71 GENERATOR SECTIONS S302 72 PLATFORM STRUCTURAL NOTES S601 73 PLATFORM STRUCTURAL PLAN S602 74 STRUCTURAL NOTES AND DETAILS I S701 75 STRUCTURAL NOTES AND DETAILS II S702 76 STRUCTURAL DETAILS III S703 77 STRUCTURAL DETAILS IV S704 SHEET INDEX SHEET NO. DESCRIPTION DWG NO. 78 STRUCTURAL DETAILS V S705 79 STRUCTURAL DETAILS VI S706 80 PUMP STATION MECHANICAL PLAN M101 81 PUMP STATION MECHANICAL SECTIONS M102 82 MULTI -USE FACILITY MECHANICAL PLAN M201 83 MULTI -USE FACILITY MECHANICAL SECTIONS M202 84 MULTI -USE FACILITY ODOR CONTROL PLAN M203 85 EMERGENCY STORAGE MECHANICAL PLAN M301 86 EMERGENCY STORAGE MECHANICAL SECTIONS M302 87 MULTI -USE FACILITY HVAC PLAN M401 88 PUMP STATION MINOR MECHANICAL PLAN M501 89 MULTI -USE FACILITY MINOR MECHANICAL PLAN M502 90 VALVE VAULT MECHANICAL PLAN AND SECTIONS M601 91 MECHANICAL DETAILS I M701 92 MECHANICAL DETAILS II M702 93 ELECTRICAL LEGEND E001 94 ONE -LINE DIAGRAM E002 95 ELECTRICAL SITE PLAN E003 96 POWER DISTRIBUTION AND SIGNAL PLAN 1 E004 97 POWER DISTRIBUTION AND SIGNAL PLAN 2 E005 98 POWER DISTRIBUTION AND SIGNAL PLAN 3 E006 99 ELECTRICAL HVAC PLAN E007 100 LIGHTING, RECEPTACLE, AND GROUNDING PLAN 1 E008 101 LIGHTING, RECEPTACLE, AND GROUNDING PLAN 2 E009 102 GENERATOR ELECTRICAL PLAN E010 103 VFD DETAILS E011 104 EMERGENCY STORAGE PUMP MOTOR STARTER DETAILS E012 105 CONTROL LOGIC DIAGRAMS 1 E013 106 CONTROL LOGIC DIAGRAMS 2 E014 107 CONTROL LOGIC DIAGRAMS 3 E015 108 CONTROL LOGIC DIAGRAMS 4 E016 109 CONTROL LOGIC DIAGRAMS 5 E017 110 ELECTRICAL DETAILS 1 E018 111 ELECTRICAL DETAILS 2 E019 112 ELECTRICAL DETAILS 3 E020 113 ELECTRICAL SCHEDULES 1 E021 114 ELECTRICAL SCHEDULES 2 E022 115 ELECTRICAL SCHEDULES 3 E023 116 RTU - PANEL LAYOUT E024 117 RTU - POWER AND COMMUNICATION DIAGRAM E025 118 RTU - INPUT AND OUTPUT WIRING 1 E026 119 RTU - INPUT AND OUTPUT WIRING 2 E027 120 RTU - INPUT AND OUTPUT WIRING 3 E028 121 RTU - INPUT AND OUTPUT WIRING 4 E029 122 RTU - INPUT AND OUTPUT WIRING 5 E030 123 RTU - INPUT AND OUTPUT WIRING 6 E031 EXISTING LEGEND O BENCH MARK UNDERGROUND TELEPHONE M 0 MAG CONTROL POINT NATURAL GAS NAIL G Q FIRE HYDRANT (2 PORT) OIL PETROLEUM >11 WATER GATE VALVE P UNDERGROUND POWER 0 MONITOR WELL OHP OVERHEAD POWER TT CATCH BASIN (RECTANGULAR) S, SANITARY SEWER OS SANITARY SEWER MANHOLE SSFM - SEWER FORCEMAIN © SANITARY SEWER CLEANOUT ST STORM DRAIN LINE O IRRIGATION MANHOLE w WATER LINE 0< IRRIGATION RISER RIGHT OF WAY CENTERLINE IRRIGATION VALVE RIGHT OF WAY LINE r TELEPHONE VAULT - GOVERNMENT MEANDER LINE TELEPHONE POLE INNER HARBOR LINE TELEPHONE GUY ANCHOR LEASE BOUNDARY POWER POLE MAJOR CONTOUR 0 POWER PAD MOUNT TRANSFORMER MINOR CONTOUR EO POWER MANHOLE - - - - - - - - BUILDING EDGE ® POWER JUNCTION BOX PARKING LOT CURB ❑® POWER METER FENCE SINGLE POST SIGN MEAN HIGH WATER LINE TREE (CONIFER) ASPHALT AREA ® BOLLARD CONCRETE AREA E3 MAILBOX LANDSCAPING (SOD, PLANTINGS) cDODO ROCK FACING SURVEY INFORMATION SITE AND UTILITIES BASIS OF BEARING: NAD83 (2011) - BASED UPON GPS READINGS USING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) VERTICAL DATUM: BENCHMARK #1: PMX CONTROL REBAR; N: 203228.43, E: 1194469.31, Z: 13.95' BENCHMARK #1481: MAG NAIL WITH I.D. WASHER; N: 203186.51, E: 1194739.34, Z: 13.55' GENERAL NOTES: 1. INSTRUMENTATION FOR THIS SURVEY WAS A LEICA TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 3. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE BASED UPON VISIBLE EVIDENCE, AS -BUILT MAPS PROVIDED BY THE CITY OF PORT ORCHARD AND PAINT MARKS FOR CONDUCTIBLE UNDERGROUND UTILITIES BY APPLIED PROFESSIONAL SERVICES AND THE UTILITY ONE -CALL CENTER. NO EXPLORATION WAS DONE TO VERIFY UTILITY ROUTINGS. NO GUARANTEE IS MADE 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 ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN. 4. SANITARY SEWER AND STORM DRAINAGE FACILITIES HAVE BEEN DEPICTED THROUGH FIELD MEASUREMENTS OF THE LOCATION OF THE ACCESS STRUCTURES, THE TOP ELEVATION OF THE STRUCTURES, AND THE INVERT ELEVATIONS OF ANY PIPES ENTERING OR LEAVING THE STRUCTURES. IT IS STANDARD PRACTICE TO SHOW THE PIPES CONNECTING THESE STRUCTURES AS STRAIGHT LINES. THIS IS ONLY AN ASSUMPTION AND THE ACTUAL LOCATION OF THE PIPING MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. 5. PROPERTY LINES SHOWN ARE FROM KITSAP GIS. PROPOSED LEGEND MAJOR CONTOUR 1170 1171 MINOR CONTOUR ELECTRICAL CONDUIT P m JUNCTION BOX LUMINAIRE SIDEWALK ASPHALT LANDSCAPING PROPOSED BUILDING PEDESTRIAN CURB WATER PIPE SANITARY SEWER PIPE oS SANITARY SEWER MANHOLE STORMWATER PIPE ❑ TYPE 1 CATCH BASIN IRR IRRIGATION LINE EXISTING WATER LINES BASIS OF MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM, NAD 83/91 NORTH ZONE 4601 CONSTRAINED TO WSDOT CONTROL POINTS MANETTE AND WAUTAUGA. VERTICAL DATUM: GENERAL NOTES: 1. NO CORNERS WERE SET BY THIS SURVEY, NO TITLE REPORT WAS OBTAINED AND NO EASEMENTS ON THE PROPERTY, IF ANY, ARE SHOWN. BOUNDARY SHOWN HERON IS BASED ON BEST AVAILABLE RECORD AND TIES TO LOCAL MONUMENTATION. 2. UTILITIES SHOWN HEREON ARE PER KPFF AS -BUILT OF SITE SURFACE FEATURES IN CONJUNCTION WITH UNDERGROUND UTILITY LOCATES PERFORMED BY KPFF. ALL UNDERGROUND UTILITIES SHOULD BE CONSIDERED APPROXIMATE ONLY. ON -SITE WATERLINE WAS NOT ABLE TO BE LOCATED BY THIS SURVEY. REVIEW OF RECORD DATA DOES NOT RESOLVE THE WATERLINE LOCATION. ADDITIONAL METHODS SUCH AS POTHOLING OR GROUND PENETRATING RADAR MAY BE NECESSARY TO DETERMINE ON -SITE WATER LOCATION. 3. CONTROL SURVEY PERFORMED WITH THE USE OF TOPCON GR5 GPS RECEIVERS, TOPOGRAPHIC AND SUPPLEMENTAL CONTROL SURVEY PERFORMED USING CONVENTIONAL GROUND METHODS USING A TOPCON GT-503 ROBOTIC TOTAL STATION. 4. ALL WORK PERFORMED DURING THE COURSE OF THIS SURVEY MEETS OR EXCEEDS THE STANDARDS AS SET FORTH IN WAC 332-130-090. 5. SURVEY PERFORMED IN DECEMBER OF 2021. �D w h ,tp �V'� O ONA SIGNED: 0610212023 0 Z Q cn cn z O Z W H a Q W J > W W J � O cn am =r c� 0 0 z � cf) o Z a_ 0 Of 0 C/) w _ Q > W W W U (i z 0 0 m of N 0 N 0 0 N N � C\T lwr 0 w U) 0 0 O c7 Zl a N N 0 0 CD U LL. � Y W z W 0 W cr 'I m FW- 0 ofz SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: 0002 2 123 Generator, E-response trailer New Multi -Use Ni Trail By Others LAUNDRY BUILDING j�, PORT OF BREMERTON OFFICES NOTE: CONCEPTUAL RENDERING SHOWN IS BASED ON PRELIMINARY DESIGN MODELS AND IS INTENDED FOR VISUALIZATION PURPOSES ONLY. SOME ELEMENTS OF THE WORK MAY DEVIATE FROM THAT SHOWN ABOVE. i� Iff to exit on Sidney Axj �A, -wililil. W New Viewing Plaza w FACILITY OVERVIEW NOT TO SCALE 'ff'[r Revised Traffic Circulation 0% ANCHOR OEA �� ftft ~ illillillillik — - ----------- r.r iiiiiiiiim � mm - - New Multi -Use i Building L_*% X %bpml 11& q-mmoft RH2 RicEfergusmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB r -D. H EIy1� DF WASx co � � v - 26934 `O �EGIST0 `SSIONAL�� SIGNED: 0610212023 w 3 w cc o >_ m 0 0 Z LU o z a_ O Of O C/) a w Q > W W w U (i Z_ 0 00 Cl) O M O O z O C\T lwr 0 W R U) U Cl) o o ¢o c7 C) O Zl � N W 0 o 0 m U � U � W Y w � z w O W SCALE: SHOWN oil 111 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: G003 3 �Zs MAC NAIL N:203303.21 E:1194596.24 Z:13.68 1 1 4 � ' p < p < p I � p < p < ° ° < ° < 4 ° ° < < ° O 0 I ' < / °I p 4 / O < ° p 4 4 < 4 < < < p ' ^ ° -° n I' I n n n ' °nl° < << / p ° ° �t <° ° <° p < I < p < I p < Jl p 01 70 \ N CITY OF PORT m WI ORCHARD HARBOR `= m LEASE BOUNDARY / m m BENCH MARK #1 PMX CONTROL REBAR N: 203228.43 L' — E: 1194469.31 \� 0o� Z: 13.95 ' n'i tSAP BANK 4650-011-001-0001 BLOCK 11 -PLAT OF SIDNEY TIDELAA .�J < < < ^� MAG NAIL - n ` N: 203097.22 p < E:1194611.58 A ° . Z:11.53 UNKNOWN POINT N: 203342.68 E:1194662.86 Z:15.18 SINCLAIR INLET I APPROXIMATE MEAN HIGH WATER — PER ANCHOR QEA SURVEY MAG NAIL N: 203314.62 r I ❑p E:1194837.28 _ _ __J p❑ < ° p r Z:15.50 p p < I 50' MEAN HIGH WATER BUFFER - ° ^ % ^ 14 ^ � < p < < <° - 4 4 n 14 n ' p \ p \ Ip /7p p < I p 4 .l p ♦ p j � a < p < < p nlp n Ip 4 < 4 < p L- ------ ll— CONSTRUCTION EASEMENT KI TSAP BANK 4650-012-001-0009 BLOCK 12 \ PLAT OF SIDNEY TIDELANDS BENCH MARK #1481 MAG NAIL WITH I.D. WASHER N: 203186.51 E: 1194739.34 Z: 13.55 CITY OF PORT ORCHARD HARBOR LEASE BOUNDARY ABADAN HOLDINGS LLC 4650-013-001-0007 BLOCK 13 PLAT OF SIDNEY TIDELANDS of �gIONAL �� SIGNED: 0610212023 a m = 0-:11 J 0 cc F- Z 0 L) Lu U) W s W cr- 0 0 ® \� L ® $A I? cn Z a_ 0 of \ \ cj) Q > W MAG NAIL � � / N:203008.48 N NLi 0 0 L E:1194793.13Lu 0 a Z:12.74 \ \ � W \ Coll) o w � - \ o 0 O M O C¢O I m O U � O � Y W j o O w � / \ SCALE: SHOWN Q 2 SURVEY CONTROL DRAWING IS FULL WHEN BAR MEASURESRES 2" DWG NO.: SHEET NO.: 1"=20' G004 4 �23 MAINTAIN ACCESS TO PIER DURING CONSTRUCTION, - TYP. OF 2 SSMH 48" RE: 13.58 IE: 5.03 12" CONC E IE: 4.93 12" CONC S TOP OF EXISTING FORCE MAIN: 7.3 - SSMH 72 (FULL OF STANDING WATER) RE: 13.33 IE: -3.47 BOTTOM OF MH SINCLAIR INLET MAINTAIN SERVICE TO HYDRANT AT ALL TIMES DURING CONSTRUCTION AS SHOWN ON THE PHASING PLAN, TYP. OF 2 INSTALL SILT FENCE ON TOP OF CURB/SIDEWALK, TYP. APPROXIMATE MEAN HIGH WATER PER ANCHOR QEA SURVEY P LAUNDRY I w / I r - �� .�[/, BUILDING /I o �- /_-0- DI SSFNI - I - is, c0 c S_ - '2" CONC SS D� S$F1�1 �4NC SS SSMH 72" WET WELL MH LID I ° RE: 12.48 RE: 12.95 - II IE: 2.34 30" CONC SW E ° oS IE: 1.97 30" CONC E� z - IE: 6.18 30" CONC E J IE: 6.44 30" CONC N UNDERGROUND STORAGE OM METAL RING AROUND BUILDING - TOP OF SHEET PILE WALL ELE=11.8' CL FINISH FLOOR VIEWING ENGLISH IVY AND HIMALAYAN 7 / PLATFORM ELE= 24.9' BLACKBERRY, TYP., DND. -PUMP STATION METAL �I CON TRO TR TU_C� STAIRS ✓ �/�/�/��/,/Gf7�/��jl j \ AR ROX:-EOC IQN- 12 V/� / = q S - -13= \ PORT OFFICE BUILDING WALL E HEAT PUMP V ALONG /, RAMP SOIL BORE B1 / PUMP HOUSE CONDUITS M Q CB (FULL OF DIRT) RES I RE: 11.57 TANKS, DO NOT DISTURB. /� < / APPROX. CONIC UNDERGROUND I IE: 8.36 8" CMP N / MAINTAIN ACCESS TO TANKS ° S PUMP STATION TOP SLAB f1.4' THROUGHOUT THE DURATION`i1N0ER�'ROUI / 0 �(O;�P•c,E OF CONSTRUCTION. ' ELEC 2 52 I° ^ � TOP OF CONDUIT: 8.69 j SSMH 72" CB DTP""_`-- �- P RE: 12.667 RE: 12.23 16 IE: 1.62 30" CONC IE: 10.88 6" CONC SW \ SOIL BORE B2 1 SOIL BORE B3 - w MONITORING WELL PUMP TEST WELL - v6" CONC ST CB RE: 12.45 IE: 10.45 6" CONIC NE SEWER & / \ UTILITY I \EASEMENT PER - A.F.#8406290233 ' 9 `3 1- 12" co 18" D/ SSFM \ P / P 6• w � c CB RE: 13.10 IE: 11.10 6" PLASTIC W A P fi .1 W ' I I® I SSMH 72 �j 1 3 \ RE: 12.36 W I 1 KITSAP co IE: 2.71 30" CONC. N 1 BANK I 2.7124"S&SE m 30 CTR. TROUGH ➢ c° n I tic CB ss 1 SSMH I RE: 11.22 n I SMH 72" RE: 11.88 I I RE: 11.98 IE: 4.96 24" CONIC N \ IE: 8.42 6" CONIC N � � � IE: 5.18 24" CONC/CTR TROUGH IE: 7.00 8" CLAY SE l ® IE• 611 15" CONIC S zo 14 STABILIZED CONSTRUCTION ENTRANCE TYP. • � BRICK WALL IE: 7.50 8" CONIC NW I ;- I � c6 I ® RE: 11.32 / B \ o r(' RE: 11.22 Co S IE: 10.12 8" CM \ \°�� y ss \ I SSMH I I RE: 11.95 I IE: 6.38 15" CTR TROUGH c\ 8'' c4 l / SSMH / SSMH / \ Nc ss \ ,1 ss RE: 11.56 RE: 11.54 c"3111 2.76 24" CONIC N IE: 6.79 15" DI N / \co IE: 2.76 24" CONIC SW IE: 8.04 12" STEEL SE / CB IE: 8.99 6" STEEL SE RE: 11.14 \ c°Nc Q'q s l / IE: 7.24 15" DI SW S IE: 9.74 4" METAL W CB IE: 9.38 12" CMP N w / RE: 11.31 / c IE: 9.64 6" METAL E IE: 9.81 4" METAL E 55 \ co/v(" s \\ \ / °Nc \ 'S'' \ w � cZqSSMH -------------- sue\ \ °NCss RE: .63 CB M IE: .48 8" CLAY NW RE: 11.37 � � \ w � IE: 9.62 4" METAL W IE: 8.51 8" CLAY SE 'S ' c0N IE: 10.27 3" PVC E c ss 8., EXISTING SITE AND TESC PLAN 1"=20' MAINTAIN ACCESS TO PORT OFFICE BUILDING AND LAUNDRY BUILDING DURING CONSTRUCTION. DND EXISTING SIDEWALK < ° RESTROOM - 124' co - ////BUILDING c Q d � I P la < r 0 INNER HARBOR LINE TESC LEGEND STABILIZED CONSTR. ENTRANCE TEMPORARY CONSTRUCTION STAGING AREA 13 O INLET PROTECTION 0 0 SILT FENCE TESC NOTES • THE TESC MEASURES SHOWN ARE THE MINIMUM REQUIRED UNDER THE BEST CONDITIONS. PROVIDE ADDITIONAL TESC MEASURES AS NECESSARY TO PROTECT OFF -SITE PROPERTIES, AND OFF -SITE WATERS. • ALL TESC BEST MANAGEMENT PRACTICES (BMP) MUST BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES. • CONTRACTOR SHALL PROVIDE AN ADOPTED TESC PLAN AND CONDUCT A TESC INSPECTION WITH THE CITY PRIOR TO LAND DISTURBING ACTIVITIES. • CONTRACTOR SHALL STAKE CONSTRUCTION LIMITS BEFORE LAND DISTURBING ACTIVITIES. THE JOB SITE PROPERTY LINE SHALL ACT AS CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED. • A CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN (CSWPPP) HAS BEEN CREATED FOR THIS PROJECT. THE SWPPP SHALL BE KEPT ON -SITE AT ALL TIMES. THE CONTRACTOR SHALL APPOINT A CERTIFIED EROSION AND SEDIMENT CONTROL (ESC) SUPERVISOR TO IMPLEMENT THE CSWPPP FOR THE DURATION OF CONSTRUCTION. THE CESCL SHALL BE ON -SITE AT ALL TIMES DURING LAND DISTURBING ACTIVITIES. • ALL VEGETATION NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. • SITE ACCESS IS PROVIDED FROM BOTH ORCHARD AVENUE AND FREDERICK AVENUE AND IS TO BE KEPT CLEAN AND FREE FROM DEBRIS AT ALL TIMES. ACCESS TO THE EXISTING PARKING LOT MUST BE MAINTAINED AT ALL TIMES. A CONSTRUCTION ENTRANCE MUST BE INSTALLED PRIOR TO ANY ON SITE LAND DISTURBING ACTIVITIES. IF SEDIMENT OR CONSTRUCTION DEBRIS ACCUMULATES IN ORCHARD AVENUE OR FREDERICK AVENUE RIGHT OF WAY AT ANY TIME, THE CONTRACTOR MUST CLEAN IMMEDIATELY PER THE SWPPP AT NO ADDITIONAL EXPENSE TO THE CITY. • DUST FROM CONSTRUCTION ACTIVITIES MUST BE CONTROLLED AT ALL TIMES. A WATER TRUCK OR OTHER METHOD OF WATERING SHALL BE PRESENT ON -SITE AT ALL TIMES AND DEDICATED TO DUST CONTROL. • NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. THE CONTRACTOR SHALL PREVENT MIGRATION OF SILTS TO OFF -SITE PROPERTIES. CONTRACTOR SHALL NOT DISCHARGE STORM WATER OFF -SITE THAT DOES NOT MEET DOE REQUIREMENTS FOR TURBIDITY AND OTHER PARAMETERS. ALL DISTURBED EARTH CAUSED BY CONTRACTOR'S ACTIVITIES SHALL BE HYDROSEEDED. • STABILIZE ALL EXPOSED AREAS WITHIN 48 HOURS AFTER REACHING FINISHED GRADE. STABILIZE ALL EXPOSED & UNWORKED SOILS WITHIN 48 HOURS DURING THE WET SEASON (OCTOBER THRU APRIL) AND WITHIN 7 DAYS DURING THE DRY SEASON. • SEE PROJECT SPECIFICATIONS AND SWPPP FOR ADDITIONAL TESC INFORMATION. of WAS'610 I1 O CQ _F 26934 SS10 AT. SIGNED: 0610212023 Z Q J a C) W Lu Z Q W H W 0 Z F- W x W W cc o CC) 0 0 0 U O O o C/) a w _ Q � W W W U (i z 0 0 0o 0 z N N O O u i u-i 0 w a U) U co o 0 0 c(J O N N O C9 CD Q m c� � a Y W z � w � o z W SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C001 5 123 PUMP STATION CONTROL — STRUCTURE, SEE DWG NO. D101 FOR DEMOLITION INFORMATION AND DWGNO. C005 FOR PHASING INFORMATION.— =2 3 �� -PUMP STATION = = _ = 45 - CAP P AND ABANDON FUEL LINE TO I CONTRO TR TURE _ _ _ _ —6- PUMP CONTROL STRUCTURE j — --9� -===ice PORT OFFICE / �+ BUILDING j� SSMH 48" / E ❑ j �� RE: 13.58 IE: 5.03 12" CONC E IE: 4.93 12" CONC S I TOP OF EXISTING FORCE MAIN: 7.3 SINCLAIR INLET APPROXIMATE MEAN HIGH WATER PER ANCHOR QEA SURVEY 'EL:10 W T ° P / LAUNDRY i �5'-•-.� / BUILDING / > SSMH 72" (FULL OF STANDING WATER) �// a < 3 \ RE: 13.33 / �/ ° , / ' , — i8=Di SSFM IE: -3.47 BOTTOM OF MH 2 < • �, . - - J - _ SSMH 72" RE: 12.48 IE: 2.34 30 CONC SW IE: 1.97 30" CONC E IE: 6.18 30" CONC E IE: 6.44 30" CONC N 12" CONC DLS320 L:QNC SS — < < < a a c� CONTRACTOR TO % WET WELL MH LID / �� . 4�� TEMPORARILY RELOCATE RE: 12.95 i° i J- ABANDON PUMP COMMUNICATIONS CONDUITS ssFM 3 15 / ^ ��\^� ' < ^ < ^ '�APPROX. CONC UNDERGROUND / I I I RE: 11.57 \ �l L Elf IE: 8.36 8 I I CMP N 9 U j PUMP STATION TOP SLAB ±1.4' I I I U' 15 13 / ��0� c,E �tR a' - ^ i ELECT. MH /y <° OS ' RE: 12.52 1 / °i i TOP OF CONDUIT: 8.69 2 ° 9, / 12 CB /i I y< i i !- RE: 13.10 j SSMH 72 Cg I \P\ 1 I� " ° S� i i IE: 11.10 6 PLASTIC W ° RE: 12.667 — RE: 12.23 I I P - - - - 14 IE: 1.62 30 CONC I 6 10 `�+��-J IE: 10.88 6 CONC SW I 3 4 \w I _ w—I 0 I Imp 6" CONC ST / Q HOUSE CONDUITS 1 a a 3; 10� a a a / CB (FULL OF_RT RESTR6@M j BUILDING • '=tea DEMO KEY NOTES 1O REMOVE ASPHALT 2O REMOVE CONCRETE AND CURB 3O REMOVE TREE/LANDSCAPING/VEGETATION ® REMOVE WATER PIPE 0 REMOVE IRRIGATION LINE AND APPURTENANCES © REMOVE SANITARY SEWER PIPE 7O REMOVE 18" SANITARY SEWER FORCE MAIN ® REMOVE GAS LINE 9O RELOCATE TELEPHONE LINE 10 REMOVE EXISTING STRUCTURE 11 REMOVE MANHOLE 12 ABANDON POWER 13 RELOCATE POWER MANHOLE 14 ABANDON WATER PIPE 15 DO NOT DISTURB 15 5 3 15 2 1 _ 1 s •' w 8 v L_— I I 0 14 I I CB �W �' — —_ 4 I -� I RE: 12.45 T -�-- - - - �---i, 1 c < _ IE: 10.45 6" CONC NE 1 - _ _ ° - \I �- IE:10.36 6" CPP W I � DO NOT DISTURB OVERHANG - _ �_ \ _ Q ABANDON EXISTING MONITORING 0 a CONCRETE - WELL IN ACCORDANCE WITH I I DRIVE THRU STATE STANDARDS L I I I� r _ SSMH 72" S I C I I I \ RE: 12.36 W 1 I KITSAP IE: 2.71 30" CONC. N JE: 2.71 24" S & SE CTR. TROUGH O RESTROOM, TO BE REMOVED CITY EMERGENCY RESPONSE TRAILER, CITY TO RELOCATE PRIOR TO CONSTRUCTION OIL SP I -9co \ tic, r �i EXISTING RESTROOM I BANK EXISTING KITSAP BANK DRIVE DEMOLITION PLAN 1" = 20' DRIVE -THROUGH INNER HARBOR LINE RESTORE SIGN TO EXISTING OR BETTER CONDITIONS IF DISTURBED DEMO LEGEND - - - - - - - - SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL UTILITY REMOVAL LIMITS DEMO NOTES • ALL ITEMS/STRUCTURES CALLED OUT TO BE REMOVED SHALL INCLUDE DEMOLITION, REMOVAL, AND DISPOSAL OF ALL MATERIALS ASSOCIATED WITH THE ITEM/STRUCTURE • REMOVAL OF TREES, SHRUBS, AND BUSHES SHALL INCLUDE THE STUMP AND ROOT BALL. CUT TREE ROOTS AT PROPERTY LINE WHERE SPECIFIED ON PLANS. • OTHER BRUSH AND VEGETATION NOT SHOWN ON THE PLAN VIEW WILL BE ENCOUNTERED. REMOVE ALL BRUSH AND VEGETATION AS NECESSARY TO CONSTRUCT IMPROVEMENTS, UNLESS DESIGNATED AS DO NOT DISTURB. ALL VEGETATION REMOVAL, CLEARING, AND GRUBBING NECESSARY FOR CONSTRUCTION OF IMPROVEMENTS SHALL BE INCLUDED IN THE SITE WORK, SITE UTILITIES, AND SEWER FORCE MAINS BID ITEM. • SEE PHASING PLAN ON DWG NO. C005 FOR ORDER OF DEMOLTION. of �eos �SIONAL �� SIGNED: 0610212023 Z J Z O I— J O W 0 W I— c� 0 N O > U (n o Z a_ a O of o 7 in a w Q > W W W U i CC (� li Z 0 0 m 0 0 0 LV N Li (V LA 0 w cn co w� - 0 0 O co a N N 0 co m c� o U- � Y W Lu 0 Lu W LLJ W 'I m �I z SCALE: SHOWN Dll Ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C002 6 123 PROPOSED EMERGENCY � 6" CONC ST STORAGE OUTLINE I I TOE OF EXCAVATION =-14.14' II BP: 0+00.00 m N: 203191.30 D E:1194600.54 co I. cl ,I S� �51 -V�A c�S v. m 3o D c'O r tip, s s EMERGENCY STORAGE CORNER N:203236.01 E: 1194649.73 CONTRACTOR DESIGNED SHORING AND DEWATERING SYSTEM SHORING PLAN - PHASE 1 1"=20' covc S I SINCLAIR INLET P • • ' P / LAUNDRY �T•% BUILDING / P = _ 6" W � G _ _ D/ SSFM _ .41 a � ? � I I I 3 I I I I 3 I I I I / / 30' 20' 10, 101 -10, -20' APPROX.GROUND WATER LEVEL EXISTING GRADE EXISTING 18" FORCEMAIN TO REMAIN IN SERVICE DURING CONSTRUCTION OF EMERGENCY STORAGE STRUCTURE EMERGENCY STORAGE STRUCTURE 10' MIN. 10' MIN. MINIMUM SHORING EXTENTS SEE DWG NO. S108 FOR STRUCTURE BEDDING -30' 0+00 'i+uu CONSTRUCTION SECTION A H : 1 " = 20', V: 1 " = 5' DEWATERING NOTES: • CONTRACTOR MAY DISCHARGE CLEAN GROUNDWATER TO APPROPRIATE CATCH BASIN ONLY AFTER DISCHARGE WATER QUALITY REQUIREMENTS HAVE BEEN MET IN ACCORDANCE WITH DISCHARGE PERMITS, AND STATE AND LOCAL STANDARDS. • ANY DISCHARGE TO SANITARY SEWER MUST BE APPROVED BY THE CITY AND THE DEPARTMENT OF ECOLOGY. • CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES AND STRUCTURES AND SHALL PROVIDE SHORING, DEWATERING, AND SUPPORT. • DEWATERING WELLS AND SYSTEMS, INCLUDING NUMBER, LOCATION, AND DEPTH, SHALL BE DETERMINED BY THE CONTRACTOR. SEE DEWATERING SPECIFICATIONS FOR ADDITIONAL INFORMATION. • CONTRACTOR SHALL PROVIDE DEWATERING PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 011 011 10, 101 -10, -20' -30' 1+50 of �SVT'eo+"o �O��Ey &IONAL SIGNED: 0610212023 Z J a 0 Z ammv cr) 0 0 U (n o Z a_ 0 0 cn a w Q > W W W U li z 0 0 m 0 0 0 " " u L6 vi 0 W � � 0 vn co w � - 0 0 O co tQi� a N N 0 m � o W � Y w 3 ? w o cZ S w � 'I m ofz SCALE: SHOWN Dll 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C003 7 123 =•�6" CONC ST� O�G G I � 1 DEWATERING SYSTEM PROVIDED BY CONTRACTOR SHORING PLAN - PHASE 2 1"=20' \ covc S SINCLAIR INLET • • '� / LAUNDRY �T•% BUILDING / P = _ 6" W � G _ _ IB.. D/ SSFM _ " 1 `° a � ? � I I I 3 I I I I 3 I I I I / / 30' 20' 10, 101 -10, -20' APPROX. GROUND WATER LEVEL EXISTING GRADE 5' MIN. VALVE VAULT STRUCTURE MINIMUM SHORING EXTENTS EMERGENCY STORAGE STRUCTURE SEE DWG NO. S203 FOR STRUCTURE BEDDING -30' 0+00 'i+uu CONSTRUCTION SECTION B H : 1 " = 20', V: 1 " = 5' DEWATERING NOTES: • CONTRACTOR MAY DISCHARGE CLEAN GROUNDWATER TO APPROPRIATE CATCH BASIN ONLY AFTER DISCHARGE WATER QUALITY REQUIREMENTS HAVE BEEN MET IN ACCORDANCE WITH DISCHARGE PERMITS, AND STATE AND LOCAL STANDARDS. • ANY DISCHARGE TO SANITARY SEWER MUST BE APPROVED BY THE CITY AND THE DEPARTMENT OF ECOLOGY. • CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES AND STRUCTURES AND SHALL PROVIDE SHORING, DEWATERING, AND SUPPORT. • DEWATERING WELLS AND SYSTEMS, INCLUDING NUMBER, LOCATION, AND DEPTH, SHALL BE DETERMINED BY THE CONTRACTOR. SEE DEWATERING SPECIFICATIONS FOR ADDITIONAL INFORMATION. • CONTRACTOR SHALL PROVIDE DEWATERING PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 011 10, on -10, -20' -30' 1+50 of Lby.54 O �E�ISTOs' SONAL � SIGNED: 0610212023 Z J a 0 z LL- o m 0 m 0 cr) 0 0 U (n z O o cn a w Q > W W W U li z 0 0 m cli ACV 0 z N O L6 v 0 a w cn w — Q Q O co 0 co 0 u- o m � J W � O O zLu uj SCALE: SHOWN Dll r 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C004 87123 I /I It � I � � I o�Q I / � D O 1 41 1 T ° O I � 1 `1v� FU�\- EXISTING SEWER, D GRC S TO BE PLUGGED AND �\ ANr\ AND ABANDONED O ® PROPOSED MANHOLE #2, SEE ODWG NO. C010 FOR ADDITIONAL 19 INFORMATION ON PROPOSED SEWER O EXISTING SEWER TO BE ABANDONED NORTH OF PLUG ® PROPOSED MANHOLE #1, SEE DWG NO. C010 FOR ADDITIONAL INFORMATION ON PROPOSED SEWER W \ A LEGEND GRAVITY SEWER MAIN TEMPORARY BYPASS PIPING PERMANENT PLUG ■ TEMPORARY PLUG O O PERMANENT MANHOLE 19 TEMPORARY PLUG TO BYPASS EXISTING 0 APPROX. 11' OF 30" PVC 1.00% _ T Tom - I I I ° I I _I I I L- - - - - - - — — W6—___-6" W-- W — — —_6 12" CONC SS-4 TEMPORARY BYPASS PUMP, TYP. OF 3 APPROX.48' _ OF 30" PVC 0.97% MH #7 20 N: 20317 .65 E. 1194584.30 PROVIDE: (1) - 60" STANDARD MANHOLE PER CITY OF PORT ORCHARD STANDARD DETAIL 920 AND SIMILAR TO DETAIL 928 — 12" CONC SS EXISTING GRAVITY SEWER MAIN 12" CONC SS — —6f' W---- o\ — 12" CONC SS — - EXISTING SEWER FORCE MAIN CONCRETE THRUST BLOCK O5 PROPOSED SADDLE MANHOLE, 0 SEE DWG NO. C010 FOR ADDITIONAL INFORMATION ON PROPOSED SEWER. CONTRACTOR TO CONFIRM MANHOLE LOCATION IS 8' AWAY FROM EXISTING PIPE JOINTS P w C PROPOSED BELOW -GRADE EMERGENCY STORAGE STRUCTURE COMPLETED PRIOR TO SEWER DIVERSION PROPOSED WATER LINE COMPLETED POST EMERGENCY STORAGE STRUCTURE CONSTRUCTION, REFER TO PHASING NOTES FOR MORE INFORMATION. SEE DWG NO. C008 FOR WATER MAIN INFORMATION. RE=12.68' I CONCRETE IE(W)=1.99' IVE THRU IE (NE) = 1.89' _ PROPOSED BYPASS PLAN 1"=10, �1.1111 I REPORT ALL SPILLS IMMEDIATELY TO BOTH: WA EMERGENCY MANAGEMENT DIVISION 1-800-258-5990 NATIONAL RESPONSE CENTER 1-800-424-8802 SUGGESTED CONSTRUCTION SEQUENCE CDCONSTRUCT NEW WATER MAIN IN 3 PHASES TO MAINTAIN SERVICE TO EXISTING MARINA AND HYDRANTS (SEE DWG NO. C008 FOR MORE INFORMATION): a. PHASE 1 - CONSTRUCT SOUTH EAST TO NORTH WEST AND NORTH EAST CONNECTIONS, UP TO CONNECTIONS TO EXISTING. TEST, DISINFECT, AND FLUSH. b. CONNECT SOUTH EAST CONNECTION TO EXISTING. CONNECT NORTH WEST AND NORTH EAST CONNECTIONS TO EXISTING. c. PHASE 2 - COMPLETE PRELIMINARY PHASE 2 CONFIGURATION OF THE SOUTH WEST CONNECTION, SEE CONNECTION DETAIL FOR MORE INFORMATION. ABANDON THE EXISTING WATER MAIN. d. PHASE 3 - AFTER THE EMERGENCY STORAGE STRUCTURE IS COMPLETE, CONSTRUCT UP TO THE SOUTH WEST CONNECTION. TEST, DISINFECT, AND FLUSH. e. CONNECT PHASE 3 TO THE GATE VALVE INSTALLED DURING PHASE 2. O2 TEMPORARILY RELOCATE COMMUNICATION CONDUITS TO MAINTAIN CITY'S COMMUNICATION PRIOR TO DEMOLISHING EXISTING CONDUITS. SEE DWG NO. C002. O3 EXCAVATE AND INSTALL THE EMERGENCY STORAGE STRUCTURE. LEAK TEST EMERGENCY STORAGE STRUCTURE. TEMPORARILY USE ACCESS HATCH OPENING FOR BYPASS PUMPING. ® EXCAVATE AND INSTALL SADDLE MANHOLE ON SOUTH WET WELL INFLUENT LINE AND THE ADDITIONAL MANHOLES AND PIPES TO TIE INTO THE WET WELL AND THE EMERGENCY STORAGE STRUCTURE (MH'S #1, #2, #3, #4 AND #7). SEE DWG NO. C010. O5 EXCAVATE AND INSTALL BYPASS MANHOLE (MH #5), INCLUDING TAPPING TEE, LINE STOP, EXTERIOR THRUST RESTRAINT COLLAR AND THRUST BLOCK ON FORCE MAIN DISCHARGE SIDE OF THE MANHOLE. DO NOT CLOSE LINE STOP UNTIL THRUST BLOCK HAS REACHED STRENGTH. © SET UP BYPASS PUMPING SYSTEMS, PUMPING FROM EXISTING MANHOLE (MH-E) INTO THE EMERGENCY STORAGE STRUCTURE, AND PUMPING FROM EMERGENCY STORAGE STRUCTURE TO BYPASS MANHOLE TAPPING TEE. TEST BYPASS PUMPING SYSTEM WITH POTABLE WATER FROM EMERGENCY STORAGE LEAK TEST WHEN THE EXISTING PUMP STATION IS NOT RUNNING. THE EXISTING PUMP STATION SHALL REMAIN FULLY FUNCTIONAL UNTIL THE ENGINEER HAS APPROVED IN WRITING THE TEMPORARY BYPASS PUMPING SYSTEM FOR CONTINUOUS OPERATION. O7 CLOSE LINE STOP IN MH #5 AND BEGIN BYPASS PUMPING. FROM NORTH WET WELL INFLUENT LINE, PLUG PIPE INTO WET WELL AND BYPASS PUMP FROM MANHOLE (MH-E) INTO EMERGENCY STORAGE STRUCTURE. PLUG PIPES RUNNING INTO EXISTING WET WELL BOTH IN THE NEW SADDLE MANHOLE (MH #1) ON THE EXISTING LINE, AND FROM THE PROPOSED MANHOLE WITH THE NEW WET WELL CONNECTION (MH #2). ® DEMO EXISTING FORCE MAIN AND MECHANICAL COMPONENTS FROM DRY WELL, WET WELL, AND PROPOSED VALVE VAULT LOCATION. O9 EXCAVATE AND INSTALL VALVE VAULT AND ASSOCIATED MECHANICAL PIPING, INCLUDING FORCE MAIN DRAIN LINE TO NEW SADDLE MANHOLE ON EXISTING GRAVITY SEWER (MH #6), CONNECTION TO EXISTING FORCE MAIN, AND THE 24" FUTURE FORCE MAIN (SEE DWG NO. C010). LINE STOP REMAINS CLOSED. SEE DWG NO. C006. 10 DEMOLISH EXISTING RESTROOM AND ACCESS TO DRY WELL. SEE DWG NO. C002. 11 REMOVE EXISTING STRUCTURAL COMPONENTS WITHIN THE DRY WELL, INCLUDING MONORAIL AND PUMP PADS. SEE DWG NO. D201. 12 INSTALL TEMPORARY HORIZONTAL BRACING IN THE WET WELL AND DRY WELL AND REMOVE THE LID IN MAXIMUM 6' SECTIONS AT A TIME. SEE DWG NO. D203. 13 EXTEND WET WELL AND DRY WELL WALLS, AND INSTALL NEW SLAB FOR BUILDING FLOOR. SEE DWG NO. S102. TEMPORARY HORIZONTAL BRACING SHALL NOT BE REMOVED UNTIL FLOOR SLAB CONCRETE REACHES STRENGTH AND WRITTEN PERMISSION IS RECEIVED FROM THE ENGINEER. 14 MODIFY EXISTING WET WELL PER PLANS, INCLUDING NEW PENETRATIONS, SEALING EXISTING PENETRATIONS, REHABILITATING CONCRETE, INSTALLING MAINTENANCE PLATFORM, AND MODIFICATIONS TO THE WET WELL FLOOR. SEE DWG NO. S102. 15 MODIFY EXISTING DRY WELL PER PLANS, INCLUDING NEW PUMP PADS; NEW PENETRATIONS FOR MECHANICAL PIPING AND STAIRWAY ACCESS; REPLACEMENT OF THE SPIRAL STAIRS; AND INSTALLATION OF NEW MECHANICAL PIPING AND APPURTENANCES, PUMPS, HVAC, AND BRIDGE CRANE. SEE DWG NO. S101. 16 CONSTRUCT MULTI -USE STRUCTURE ON TOP OF DRY WELL/ WET WELL. SEE DWG NO. C006 AND S101. 17 TEST THE ELECTRICAL SYSTEM. SEE DWG NO. E004. 18 COMMISSION THE NEW PUMPS, INCLUDING EMERGENCY DIESEL PUMP, OPENING THE LINE STOP AND CLOSING ISOLATION VALVES AS NECESSARY DURING TESTING. SEE DWG NO. M101. 19 REMOVE PLUGS IN MH #2 AND MH-E AND DIRECT FLOW INTO THE WET WELL. 20 PLUG AND ABANDON PIPE FROM MH #2 TO MH #7 AND MH #7 TO THE EMERGENCY STORAGE STRUCTURE. 21 ONCE NEW WET WELL AND DRY WELL ARE TESTED AND COMMISSIONED, RECEIVE WRITTEN PERMISSION FROM THE ENGINEER TO REMOVE BYPASS PUMPING SYSTEM. 22 COMPLETE SITE AND PARKING IMPROVEMENTS, SEE DWG NO. C006. SEE SPECIFICATIONS FOR ADDITIONAL SEQUENCING DETAILS. CONSTRUCTION NOTES • FIRE HYDRANT SERVICE SHALL BE MAINTAINED AT ALL TIMES, EXCEPT FOR CONNECTIONS OF THE NEW SYSTEM TO THE EXISTING SYSTEM, WHICH SHALL BE LIMITED TO ONE DAY. NOTIFY CITY AND FIRE DEPARTMENT A MINIMUM OF 5 WORKING DAYS PRIOR TO ALL SHUTDOWNS. • DUE TO LIMITED UPSTREAM AVAILABLE STORAGE, ONLY MINIMAL INTERRUPTIONS TO THE SEWER SYSTEM SHALL BE PERMITTED. CONTRACTOR SHALL COORDINATE WITH THE OWNER, AND TEMPORARY DETENTION AND PUMPING FACILITIES SHALL BE IN PLACE PRIOR TO ANY FORCE MAIN TEMPORARY SHUTDOWN. ALL CUT -INS SHALL BE MADE DURING LOW FLOW PERIODS AT NIGHT. CONTRACTOR SHALL COORDINATE WITH OWNER FOR BEST PERIOD TO PERFORM FORCE MAIN CUT IN. • PLANNED SHUTDOWNS OF THE BYPASS PUMPING SHALL BE SUBMITTED TO THE OWNER AND RECEIVE OWNER APPROVAL PRIOR TO COMMENCING. SHUTDOWN PLANS SHALL INCLUDE ANTICIPATED DURATION OF THE SHUTDOWN, AND BACKUP PLAN IF SHUTDOWN IS LONGER THAN ANTICIPATED. • SEE SPECIFICATIONS FOR BYPASS PUMPING REQUIREMENTS. • GENERATOR MAY BE CONSTRUCTED ANY TIME, BUT MUST BE COMPLETE PRIOR TO COMMISSIONING OF THE NEW LIFT STATION. • EXISTING PUMP CONTROL STRUCTURE DEMOLITION CANNOT BEGIN UNTIL THE TEMPORARY BYPASS SYSTEM HAS BEEN COMMISSIONED AND THE EXISTING LIFT STATION HAS BEEN TAKEN OFFLINE. TELEMETRY SYSTEMS FOR THE CITY SHALL REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. • ACCESS TO THE TWO MARINA DOCKS, THE BELOW GRADE FUEL TANKS WEST OF THE PROJECT SITE, AND THE PORT OF BREMERTON OFFICES SHALL BE MAINTAINED AT ALL TIMES. oE wASFjt Lby 54 O �E7'STV "?ZONAL �1 SIGNED: 0610212023 Z J a 0 Z W Q a 0 Z Q W cn a a m W LL 0 z 0 0 0 M U V+ Z a_ O Of o cn w _ Q > W W LL/�I U CC (i z 0 0 m M M of O O O O u i u-i 0 a w U U) w o 00 O M N N 0 0 m CD o � Y W 0Lu 0 W cr SCALE: SHOWN oil r 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C005 9 123 RETROFIT EXISTING PUMP CONTROL STRUCTURE _41�r/ _ SINCLAIR INLET UJ;MP STATION \ (CONTRO TR TIIC\ 7/7�� _ A _ _ PORT OFFICE EXISTING / C007 Tom— \ g BUILDING FORCE MAIN E � C007 x � PERFORATED RETAINING / o /////Z/Z//ZZZ� i w T EP: 1 +50.00 1/L/LILI/1 ❑ P • • _ _ �/T/7SR_/T/ WALL DRAIN PIPE �4-P LAUNDRY � �y N:203312.15 - r• PROPOSED STORM � - � / E: 1194673.56 � ~-`` �—✓ BUILDING / EP: 1 +50.00 IMPROVEMENTS. SEE DWG NO. N: 203328.37 �\ \ L001 FOR MORE INFORMATION E: 1194610.62 16 PROPOSED ABOVE -GRADE MULTI -USE / � ' �� ssFM `50' MEAN HIGH FACILITY (ELECTRICAL AND CONTROL w - - - - - - _BUFFERr \ � � Q � 0 0 _ � " coN� - 12" coNc s - 18� °!--s��(n r,QNc s\ WATER oa�� Kati RESTR0O1d1 EQUIPMENT, EMERGENCY DIESEL PUMP, / _ D // _ - \ s a 129' co c� // BUILDING AND ODOR CONTROL) " ` - _ � � c - /i�j�j °Ilk r � PROPOSED FORCE MAIN / DRAIN LINE O9 a A 14, C007 BP: 0+00.00 / `� PROPOSED FORCE MAIN \ SSFM \ ° ° �` a N: 203253.67 1 ppB VALVE VAULT O9 I • °. \ E: 1194524.76 o �� • °' \ i 13 GARBAGE AND I \ RECYCLE DUMPSTERS �le" Lj � U \ / P P A M J \ / P IRR _ I?O c — /f ` \�� p \� \ P 00 6„ CONC ST C o P PROPOSED EXISTING BELOW -GRADE C007 ` GENERATOR PUMP STATION c \ P I ®® ® \\\ i I PROPOSED GRAVITY pq PROPOSED BELOW -GRADE EP: +00.00 G-- I = \ \ / 0 0 00 O EMERGENCY STORAGE \ SEWER N: 3203.77 p I �,\ BP: 0+00.00 CR VERTHRU STRUCTURE E: 1194718.43 c \ \ \ I N: 203183.11 , I PROPOSED 12" DI \ E: 1194573.19 I �_I PERFORATED RETAINING WATER MAIN � I _ A U I WALL DRAIN PIPE Cool g I S C007 PROPOSED POWER AND W I I KITSAP BP: 0+00.00 CONTROL CONDUITS ►� BANK N: 203166.89 �i I A co E:1194636.13 A I I tic Ss I 1 I z � I l \ I I \ co s\ all ® ,. G��G S� s Y SS \ I coNvc \\qY \ coNc w�C4gys S SS\ \ s\ / oNc \ �s \ IV c �q oNCs \ASS cNc SS \\ �c\y PROPOSED OVERALL SITE PLAN 1"=20' of `kLby.54 �ECISTEg�'9 SIONALl SIGNED: 0610212023 cn Z Z w � J a V � - p� � J O~ L 0 J 0� W 0 U W Zcn � O a O cr a a O� LL. '3 u_j W L.L 0 m 0 z m 0 C7 0 0 U (n 0 Z a_ 0 a a a W W W cD z 0 0 co N of L O L6 v 0 a w ::D U v) w � o ui � — 0 0 O M n a N W O ¢O m CD o Y w � �Lu a W SCALE: SHOWN Qill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C006 10 123 40' 30' 20' 10, ABOVE -GRADE MULTI -USE FACILITY EXISTING GRADE Will BELOW -GRADE PUMP STATION Av 0' 0+00 1tuu WEST PROFILE (A) H: 1"=20',V: 1"=5' 40' 30' 20' 10, 0' 40' 40' 30' 30' 20' 20' 10, 10, ABOVE -GRADE MULTI -USE FACILITY ADA RAMP IN FOREGROUND BELOW -GRADE EMERGENCY STORAGE STRUCTURE FINISHED GRADE EXISTING GRADE 0' 0+00 ABOVE -GRADE MULTI -USE FACILITY 6" THICK OF TOPSOIL STRUCTURAL FILL AS NECESSARY 6" THICK OF CRUSHED ROCK FINISHED GRADE OEM BELOW -GRADE EXISTING GRADE PUMP STATION BELOW -GRADE EMERGENCY STORAGE STRUCTURE D+00 1+00 2+00 SOUTH PROFILE (C) H: 1"=20',V: 1"=5' 40' 30' 20' 10, 0' 1tuu EAST PROFILE (B) H: 1"=20',V: 1"=5' 40' 30' 20' 10, of `kLby.54 �ECISTEg�'9 SIONALl SIGNED: 0610212023 Z w w O V a C) z Lu w ~ LL O� 0 w �, a C Lu cn V Z o. a oil W s � w o>_ 0 z m 0 c� 0 U (n Z a_ 0 a O (_n a W W w W CC C7 Z 0 cn04 m M of rn O OLi zo L cn 0 a coz W 0 0 — O M a N w o co m � J cG W � z W � SCALE: SHOWN Dll r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: 0007 11 123 = • 6" CONC ST { PORT OFFICE T- ` � M7 BUILDING %a ( CROSS UNDER EXISTING WATER ; MAIN. EXISTING MAIN TO REMAIN IN i SERVICE UNTIL FINAL CONNECTIONS 11/l/1/1/1/LILILI/1 TO HYDRANTS HAVE BEEN MADE. - -� SINCLAIR INLET • ' ' P / LAUNDRY 7 ��• BUILDING 1 CONC SS — — 18' DI-S5 CQNC SS 1�Co / 78„ DI SSFM � A 2" WATER METER PER PORT ORCHARD STANDARD DETAIL 861 \ _ DOUBLE CHECK VALVE ASSEMBLY PER PORT ORCHARD STANDARD DETAIL 864 1" WATER METER PER PORT ORCHARD STANDARD DETAIL 860 u CROSS UNDER EXISTING WATER cl MAIN. EXISTING MAIN TO REMAIN IN ' P SERVICE UNTIL FINAL CONNECTIONS TO HYDRANTS HAVE BEEN MADE. PpopC)SFn WATFR MAIN PI AN 6" W G 19 �� C 00 � I � I I 3 'Lo I I I I 3 I I I I I is r 0 WATER MAIN NOTES N: 203200.05 E: 1194612.47, PROVIDE: 201 —] WATER MAIN PHASE 2, O (1) -CONNECTION TO EXISTING C009 SEE CONSTRUCTION SEQUENCE 1(c) O APPROX. 47 LF of 12" RJ DI PIPE O N: 203196.9 E: 1194659.36, PROVIDE: WATER MAIN PHASE 3, (1) - 12" DI 45' BEND (RJxRJ) WITH CONCRETE BLOCKING I� SEE CONSTRUCTION 4 APPROX. 9 LF of 12" RJ DI PIPE r SEQUENCE 1(d)AND 1(e) O O N: 203202.58 E: 1194666.12, PROVIDE: (1) - 12 DI 45' BEND (RJxRJ) WITH CONCRETE BLOCKING © APPROX. 32 LF of 12" RJ DI PIPE— — — — — O N: 203198.87 E: 1194697.54, PROVIDE: (1) - 12" x 8" DI TEE (FLxFL) WITH CONCRETE BLOCKING (2) - 12" GATE VALVE (FLxRJ) (1) - 8" GATE VALVE (FLxRJ) N: 203230.81 E: 1194702.18, PROVIDE: ® 1" SADDLE TAP FOR IRRIGATION CONNECTION O N: 203234.22 E: 1194702.67, PROVIDE: 2" SADDLE TAP FOR BUILDING CONNECTION 10 APPROX. 98 LF of 8" RJ DI PIPE 11 N: 203296.13 E: 1194711.73, PROVIDE: (1) - 8 DI 11-1 /4' BEND (RJxRJ) WITH CONCRETE BLOCKING 12 APPROX. 8 LF of 8" RJ DI PIPE WATER MAIN PHASE 1, N: 203304.54 E: 1194711.68, PROVIDE: I SEE CONSTRUCTION 13 (1) - 8" DI TEE (RJxRJ) WITH CONCRETE BLOCKING SEQUENCE 1(a) AND 1(b) 14 APPROX. 104 LF of 8" RJ DI PIPE 15 N: 203304.68 E: 1194607.39, PROVIDE: 202 CONNECTION TO EXISTING C009 16 APPROX. 21 LF of 8" RJ DI PIPE 17 N: 203304.59 E: 1194734.75, PROVIDE: 203 CONNECTION TO EXISTING C009 4724.68, PROVIDE: 18 N" SADDLES TAP FORIRRIGATION CONNECTION 19 APPROX. 119 LF of 12" RJ DI PIPE 20 N: 203182.62 E: 1194830.6. PROVIDE: 204 CONNECTION TO EXISTING C009 of �O��E�SVTeo"D y &IONAL SIGNED: 0610212023 Z a z a W H Q G W N O a O cr a -_VS. C7 0 GV 0 U (n 0 Z a_ a 0 O (n a w W w W U i f1r (D li Z 0 00 0 o O LV CV Li (V LA 0 W U) U) Lii Fw_' — O O M tQi� a N (V 0 m CD o LL. � Y w 3 � ? w < c c� S� W � W Lu m >I m O z SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: COB 1 2Z12, 6" RJ DI PIPE, LENGTH TO FIT EXISTING 6" DI TEMPORARY 6" DI CAP TAPPED WATER MAIN 8"x6" DI REDUCER (RJxRJ) FOR BLOW -OFF WITH TEMPORARY THRUST RESTRAINT 8" RJ DI PIPE, LENGTH 6" LONG BODY F. TO FIT. MIN. LENGTH 2'-0" SLEEVE (RJxRJ) SEE WATER MAIN PLAN FOR LOCATION PROPOSED WATER EXISTING BEND w Eljrjj '�c�� FIELD DETERMINE TEMPORARY MAIN, PER PLAN FIELD DETERMINE TEMPORARYCQ 6" RJ DI PIPE, LENGTH TO FIT 5�� BLOW OFF ASSEMBLY LOCATION. o BLOW OFF ASSEMBLY LOCATION. SUBMIT TESTING AND FLUSHING SUBMIT TESTING AND FLUSHING o v 26934 PLAN TO THE CITY FOR APPROVAL 8" DI 11.25° BEND (RJxRJ) PLAN TO THE CITY FOR APPROVAL .� � � o SSIONTVSV �1 AL TESTING CONFIGURATION PROPOSED WATER MAIN, PER PLAN SIGNED: 06/02/2023 8"x6" DI REDUCER (FLxRJ) 8" DI 90° BEND (FLxRJ) 6" LONG BODY SLEEVE _� TEMPORARY 8" DI TAPPED SEE WATER MAIN SEE (RJxRJ), TYP. OF 2 FOR BLOW -OFF WITH PLAN FOR LOCATION 6" RJ DI PIPE LENGTH TO FIT TEMPORARY THRUST RESTRAINT 6" DI 22.5° BEND (RJxRJ) TESTING CONFIGURATION FINAL CONFIGURATION 6" RJ DI PIPE, LENGTH TO FIT FINAL CONFIGURATION W Z NORTH WEST CONNECTION TO EXISTING 202 NORTH EAST CONNECTION TO EXISTING Q NOT TO SCALE C008 NOT TO SCALE C008 a/ Z V� 0 SEE WATER MAIN PLAN FOR LOCATION 12 RJ DI PIPE, LENGTH TO CONNECTION DETAIL NOTES: . THRUST BLOCKS NOT SHOWN IN DETAILS FOR CLARITY. ALL TEES AND BENDS 0 Z J — PROPOSED 12" WATER MAIN, PER PLAN FIT. MIN. LENGTH 2-0 SHALL HAVE THRUST BLOCKS PER CITY OF PORT ORCHARD STANDARDS AND Q W Q ONCE GATE VALVE IS 12" LONG BODY ,�,�// Z INSTALLED AND TEMPORARY 12" DI CAP TAPPED SLEEVE (RJxRJ) SPECIFICATIONS. . CONTRACTOR TO PROVIDE ANY AND ALL TEMPORARY BLOCKING AS NECESSARY TO O Z W SERVICE IS RETURNED FOR BLOW -OFF WITH ACCOMMODATE CONSTRUCTION MEANS AND INTERMEDIATE CONDITIONS. 0 0 TO THE BANK, DEMOLISH EXISTING TEMPORARY THRUST RESTRAINT • ALL MECHANICAL JOINTS SHALL HAVE WEDGE RESTRAINT, MEGALUG, OR EQUAL. Cn V 0° 0 FIELD DETERMINE TEMPORARY BLOW OFF +� PIPE TO THE NORTH o ASSEMBLY LOCATION. SUBMIT TESTING AND Q — FOR EMERGENCY FLUSHING PLAN TO THE CITY FOR APPROVAL — J STORAGE STRUCTURE PROPOSED �--� TEMPORARY THRUST 12 DI 90° BEND (RJxRJ) WATER D BLOCKING AS MAIN, PER U NECESSARY PER PLAN EXISTING 6" uj CONNECTION DETAIL 12" RJ DI PIPE, LENGTH TO FIT. WATER MAIN N uj NOTES THIS SHEET MIN. LENGTH 2'-0" Q �u L-T-Tum i 12" GATE VALVE (RJxRJ) � WITH PLUG � O � TEMPORARY 8" DI CAP TAPPED FOR BLOW -OFF WITH TEMPORARY THRUST o� RESTRAINT � W s 01 1 101 1 1 1 1 1012Ei 11 12" RJ DI PIPE, LENGTH TESTING CONFIGURATION TO FIT. MIN. LENGTH 2'-0" U- o m FIELD DETERMINE TEMPORARY BLOW OFF z m ASSEMBLY LOCATION. 12"x6" DI REDUCER SUBMIT TESTING AND FLUSHING PLAN TO THE 12" GATE VALVE (FLxMJ) �, (RJxRJ) CITY FOR APPROVAL WITH PLUG, TYP. OF 2 0 M 12" RJ DI PIPE, LENGTH TO 12" RJ DI PIPE, LENGTH TO o cn Z FIT. MIN. LENGTH 2'-0" FIT. MIN. LENGTH 2'-0" a_ 0 6" RJ DI PIPE, LENGTH TO 12" LONG BODY 12" GATE VALVE 12" RJ DI PIPE 12" DI11-1/4° 12"x6" DI REDUCER (RJxRJ) ocn FIT. MIN. LENGTH 2'-0" SLEEVE (RJxRJ) (FLxRJ), TYP. OF 2 APPROX. LENGTH 6'-5" BEND (RJxRJ) W W W 6" RJ DI PIPE, LENGTH TO FIT. MIN. LENGTH 2'-0"co 0 m 6" LONG BODY SLEEVE ® 6" LONG BODY SLEEVE (RJxRJ) N o co N o �' � a co (RJxRJ) _0_u �, _ W o LLJ Lu ULA 6-d u SEE WATER MAINco Q 0 o a 12" DI CROSS (FLxFL) PLAN FOR LOCATION N o co CD o TEMPORARY CONFIGURATION TESTING CONFIGURATION FINAL CONFIGURATION W FINAL CONFIGURATION z PHASE 2 W SCALE: SHOWN SOUTH WEST CONNECTION TO EXISTING 201 SOUTH EAST CONNECTION TO EXISTING 204 0 ill 2 C008 NOT TO SCALE C008 DRAWING IS FULL SCALE WHEN NOT TO SCALE BAR MEASURES 2" DWG NO.: SHEET NO.: C009 13 123 EL- O N L / ,I 1 / I < I Q ) a < / ore I a </ - O � a < SEE L001 FOR STORM ROOF DOWNSPOUT, < PIPE DETAILS TYP. 4" PVC STORM FROM a < ROOF, TYP. ROUTE UNDER CONCRETE AND ROUTE TO CATCH BASIN GRUAPPROX. 11 OF 36I".D. HDP1V.00% REPLACE CATCH BASIN GRATE WITH SOLID LID ® MH #3 N: 203213.33 E: 1194567.99 PROVIDE: (1) - 96" MANHOLE SIMILAR TO CITY OF PORT PI: 0+61.51 ORCHARD STANDARD N: 203213.33 - DETAILS 921 AND 928 E: 1194567.99 206 RE = 12.66' \ C013 IE (S) _ -8.55' IE(E)=6.69' IE (N) _ -8.65' IE (NE) = 5.33' • • 6" CONC ST • • • • 6" CONC ST ❑ APPROX. T OF 30" I.D. HDPE 1.00% 30" HDPE 22.50 VERTICAL ® MH #1 BEND FWxFW N: 203173.99 E: 1194552.25 PROVIDE: (1) - CONNECTION TO EXISTING WITH 72" SADDLE MANHOLE SIMILAR APPROX. 24' OF TO PORT ORCHARD 30" I.D. HDPE 44.04% STANDARD DETAILS 921, 923, 204 AND 928 C013 RE=12.65' IE (E) = 2.30' IE (S) = 2.48' C B IE(N)=2.40' o C011 C011 0 \ BP: 0+00.00 N: 203174.06 \ E: 1194546.40 a APPROX. 19' EACH OF AIR RELEASE AND SUMP PUMP DRAIN LINES, SEE DWG NO. M601 FOR MORE INFORMATION SEE DWG NO. M601 FOF ADDITIONAL INFORMATION SEE DWG NO. M601 FOR CONTINUATION MH #6 N: 203299.56 E:1194628.60 PROVIDE: (1) - CONNECTION F TO EXISTING WITH 60" SADDLE MANHOLE SIMILAR TO PORT ORCHARD STANDARD DETAILS 921, 923, AND 928 207 RE=13.92' C013 IE (SE) = 5.58' IE (E) = MATCH EXISTING O O IE W = MATCH EXISTING APPROX. 17' OF 18" DIP 0.60% APPROX. 13' OF 24" RJ DIP 8" PVC VENT PIPING / E: 1194606.34 TELM FROM MH #2 AND MH #3. ROUTE TO WET MH #4 n4 WELL, MIN. COVER 36". N: 2032I'�29 E: 1194597.37 PROVIDE: (1) - 60" MANHOLE SIMILAR TO CITY OF PORT ORCHARD STANDARD DETAIL 921 AND WR TO 30" HDPE 22.50 VERTICAL DETAIL 928 BEND FWxFW / RE=12.93' APPROX. 3' OF IE (W) = 6.65' IIE (N) = 6.55' 30 I.D. HDPE 1.000 ABANDON TEMPORARY SEWER ONCE NEW LIFT STATION HAS BEEN ACCEPTED BY THE ENGINEER \ PIPE BLOCKING, 204 APPROX. 11TYP. C010 I OF 30" PVC 0.63% cn �I MH#2® I 9 21 0 PI:+.9� �, _ N: 203173.82 E: 1194568.39 39 N: I: 21I E: 1194563..82 PROVIDE: (1) - 60" STANDARD \ O\ MANHOLE PER CITY OF PORT ORCHARD STANDARD 210 \ SSMH 72" D DETAIL 920 AND SIMILAR TO C014 I RE: 12.36 �r DETAIL 928 ~� IE: 2.71 30" CONC. N ,'� \ RE=12.68' IE: 2.71 24 S & SE I IE (N) - 2.10' CTR. TROUGH N IE (W) = 2.20' o IE (E) = 2.10' (TEMP) P IE (NE) = 9.71' ><1 ✓ CONNECTION TO EXISTINGI 18" DIP PER N: 203282.15 E: 1194652.09 DWG NO. M601 PROVIDE: (1) -LONG BODY SLEEVE (RJxRJ) I II I APPROX. 19' OF 24" RJ DIP N:203250.04 E: 1194647.77 PROVIDE: (1) - 24" DI 45' BEND (RJxRJ) APPROX. 28' OF 24" RJ DIP CONCRETE -" DRIVE THRU �I 1 1 1 1 / KTSAP ; BANK PROPOSED PUMP STATION UTILITY PLAN ill = 10' ELM 0 D MH #5 , N: 203286.71 E: 1194659.00 PROVIDE: (1) - CONNECTION TO EXISTING WITH 84" SADDLE MANHOLE SIMILAR TO PORT ORCHARD STANDARD DETAILS 921, 923, AND 928 RE =15.2E IE (SW) = 11 IE (NE) = 5 PROVIDE CAP AND THRUST BLOCK FOR 24" FUTURE FORCE MAIN. SEE DWG NO. M601 FOR ADDITIONAL INFORMATION. CONCRETE THRUST BLOCK zz _G -6" W- STR UCT URE INTERIOR (2) RINGS OF CONTINUOUS SWELLSTOP BETWEEN PIPE AND PIPE BLOCK (2) RINGS OF CONTINUOUS SWELLSTOP BETWEEN WALL AND PIPE BLOCK STR UCT URE EXTERIOR ELECTROFUSION RESTRAINT FITTINGS PER MANUFACTURER RECOMMENDATIONS d #5 @ 18" O.C. EACH WAY a 2" CLR, TYP. PIPE PER PLAN PIPE O.D. + 6" (SQ) a a a 306 WET WELL / MANHOLE a OPENING RST 5703 6" CLR, TYP. #5 CONCRETE ANCHORS EA. T CORNER & @ 24" O.C. a a EMBED 3" INTO MANHOLE. HOOK INTO BLOCK SIZING TABLE PIPE DIA. T (min) L (min) 30" I.D. 15 72" 36" 1. D. 15" 78" NOTES: 1. DETAIL SHALL BE USED AT ALL STRUCTURE PENETRATIONS WHERE HDPE PIPE IS USED. 2. CONCRETE BLOCK SHALL BE PER SECTION 7-09.3(21) OF THE WSDOT STANDARD SPECIFICATIONS. 3. MAINTAIN 18" MINIMUM COVER OVER THE TOP OF BLOCK. 4. PROVIDE 3" CLEARANCE BETWEEN SWELLSTOP AND EDGE OF BLOCK IN ANY DIRECTION. 5. TIGHTLY BUTT COIL SWELLSTOP ENDS TOGETHER TO FORM CONTINOUS WATERSTOP. PIPE BLOCKING NOT TO SCALE of `kLby.54 �ECISTEg�'9 SIONAL �l SIGNED: 0610212023 w W J V a Z O O~ Q O � � �z c� a a J O a r-I UZ W � W O O o a VE a2� �0 LL- W LL m o 0 m 0 CD 0 U (n Z a_ a O o cj) a W W Q > W W li Z 0 0 m � z N N L O Lr) v 0 w a U) W o 0 0 M n a N W 0 0 00 c� o � Y W z W o O Z W SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C010 14 123 go 10, A -10, -20' SITE SECTION - ALIGNMENT B H: 1"=10',V: 1"=2' 20' 10, m -10, -20' 20' 10, A INFLUENT PIPE OBLIQUE NOT TO SCALE SITE SECTION - ALIGNMENT C H: 1"=10',V: 1"=2' u 10, h of `kLby.54 �ECISTEg�'9 SIONAL �l SIGNED: 0610212023 U) W J U. O cc a. J H L W 01, O z m 0 cr) 0 U (n Z a 0 O (n a w W w W U i f1r (D li Z_ 0 0o O z N N O O Lr) v 0 w a c/) W — w 00 O M Oco ¢O m � w Y w � zW a W � SCALE: SHOWN Dll 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C011 15 123 CONCRETE LANDING O o < ELEVATION = 16.5' �� O ABOVE -GRADE MULTI -USE FACILITY / (ID 1 CONCRETE L007 SURFACING, TIE INTO EXISTING ELEVATIONS 30 EXISTING A CONCRETE, TYP. 28 27 j1 2 / REMOVABLE BOLLARDS V (TYP.), SEE DWG NO. L011 RESTO SEE A POINT TABLE - SITE POINT NO. NORTHING EASTING DESCRIPTION 1 203242.58 1194520.13 TOP OF CURB 2 203238.27 1194535.39 TOP OF CURB 3 203232.47 1194555.95 TOP OF CURB 4 203231.14 1194560.67 TOP OF CURB 5 203227.06 1194562.23 EDGE OF PAVEMENT 6 203213.62 1194614.41 EDGE OF PAVEMENT 7 203319.72 1194733.92 EDGE OF SIDEWALK 8 203256.42 1194734.69 CENTER OF RADIUS 9 203314.13 1194708.70 EDGE OF SIDEWALK 10 203294.10 1194717.60 CENTER OF RADIUS 11 203299.87 1194696.45 EDGE OF SIDEWALK 12 203296.49 1194695.73 EDGE OF SIDEWALK 13 203290.37 1194694.43 EDGE OF SIDEWALK UMP STATION �I CONTRO TR Tl1C\7/70 PORT OFFICE %4 BUILDING ° E o') STAIR ACCESS 4 'J < y 3441 - 33 36 35 32 5' WIDE ADA RAMP 31 9 0 FORCE MAIN VALVE VAULT R20' R63j% LANDSCAPING PER DWG NO L001 ® 5' WIDE CONCRETE SIDEWALK 17 M w 4" CURB SIMILAR TO PORT ORCHARD STANDARD DETAIL 300 RESTORE DRIVE -THROUGH ASPHALT TO EXISTING OR BETTER CONDITIONS rnvr'OSED ABOVE GRADE SITE PLAN POINT TABLE - SITE POINT NO. NORTHING EASTING DESCRIPTION 14 203278.86 1194692.77 EDGE OF SIDEWALK 15 203270.29 1194691.54 EDGE OF SIDEWALK 16 203225.95 1194685.16 EDGE OF SIDEWALK 17 203222.59 1194704.44 CENTER OF RADIUS 18 203214.10 1194686.81 EDGE OF SIDEWALK 20 203192.85 1194703.56 EDGE OF SIDEWALK 21 203197.10 1194678.59 EDGE OF SIDEWALK 22 203209.71 1194681.81 EDGE OF SIDEWALK 23 203209.66 1194682.49 CENTER OF RADIUS 24 203209.98 1194683.09 EDGE OF SIDEWALK 25 203235.06 1194929.28 EDGE OF GENERATOR STEM WALL 26 203214.89 1194920.21 EDGE OF GENERATOR STEM WALL SEE DWG NO. L001 FOR POINT ELEVATIONS 1"=20' SINCLAIR INLET EXISTING ASPHALT PARKING LOT 7�7<7 LAUNDRY BUILDING I \� it POINT TABLE - BOLLARDS POINT NO. NORTHING EASTING DESCRIPTION 27 203239.74 1194539.07 REMOVABLE BOLLARD 28 203238.41 1194543.91 REMOVABLE BOLLARD 29 203237.07 1194548.75 REMOVABLE BOLLARD 30 203235.74 1194553.60 REMOVABLE BOLLARD 31 203306.61 1194690.22 REMOVABLE BOLLARD 32 203310.54 1194693.55 REMOVABLE BOLLARD 33 203314.46 1194696.88 REMOVABLE BOLLARD 34 203318.39 1194700.21 REMOVABLE BOLLARD 0 PROPOSED STAIR ACCESS alk RESTROOM / ✓j///BUILDING PROPOSED _ GENERATOR �, \ RESTORE LANDSCAPING TO MATCH EXISTING 25 \ a r o / RESTORE ASPHALT TO MATCH EXISTING, SEE CITY ROADWAY STANDARDS FOR APPROPRIATE PAVEMENT SECTION ADA RAMP ELEVATION TABLE POINT NORTHING EASTING DESCRIPTION 35 203304.43 1194665.62 EDGE OF RAMP 36 203306.86 1194660.02 EDGE OF RAMP 37 203278.50 1194616.46 EDGE OF RAMP RESTORE ASPHALT TO MATCH EXISTING, 26 SEE CITY ROADWAY STANDARDS FOR APPROPRIATE PAVEMENT SECTION PROPOSED LANDSCAPING BUFFER �S jI wASFjt 02 j I �SSIONAL ��1 SIGNED: 0610212023 cn Z Z w a � J w a W V Cn W 0 ~ O V W O +�.., > O U Z W c/) O a � o� a LL W Lu o m 0 QD 0 c� M 0 L6 0 U V+ o Z a_ O o Of 2i C/) w Q _ > W W W U (i Z_ 0 M O M O m O z O u i u-i 0 w a U) U w o 0 0 c(J (V N O O C9 Q m c� � Y W z z w W � SCALE: SHOWN oil r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C012 16 123 R = 15' MIN O O O O \ 4" TO 8" QUARRY SPACES 12" MIN. j � � PROVIDE FULL WIDTH OF PROVIDE GEOTEXTILE FABRIC EQUAL INGRESS/EGRESS AREA TO MIRAFI 140N TO SUBGRADE PRIOR THICKNESS TO ROCK PLACEMENT 201 CONSTRUCTION ENTRANCE NOT TO SCALE MANHOLE STATION AND OFFSET REFERENCES CENTER OF STRUCTURE PIPE LENGTH ALSO REFERENCES CENTER TO CENTER I II ECCENTRIC CONE SHALL MATCH ORIENTATION SHOWN IN DETAILS AND PLAN VIEWS INVERT ELEVATION IN (I.E. INVERT ELEVATION OUT (I.E. IN) SHOWN IN PLANS OUT) SHOWN IN PLANS REFERENCES THIS REFERENCES THIS LOCATION UNLESS SHOWN LOCATION UNLESS SHOWN OTHERWISE OTHERWISE MANHOLE DROP SHALL MATCH GRADE GIVEN IN PIPE CALLOUTS INVERT ELEVATION REFERENCES THIS HORIZONTAL LENGTH DIFFERENCE 203 GRAVITY SEWER STATIONING AND GRADE DETAIL NOT TO SCALE SILT FENCE NOTES: 1. FILTER FABRIC MATERIAL SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0°F TO 120°F. 2. FILTER FABRIC FENCES SHALL BE INSTALLED AS SHOWN PER PLAN. ADJUST AS NECESSARY TO FOLLOW CONTOUR WHENEVER POSSIBLE. THE ENDS OF THE FENCE SHALL BE TURNED UP INTO THE CONTOUR. 3. FILTER FABRIC SHALL BE SEWN TOGETHER AT THE POINT OF MANUFACTURE TO FORM FILTER FABRIC LENGTHS AS REQUIRED. ALTERNATIVELY TWO SECTIONS OF FENCE CAN BE OVERLAPPED, PROVIDE THAT THE CONTRACTOR CAN DEMONSTRATE, TO THE SATISFACTION OF THE ENGINEER, THAT THE OVERLAP IS LONG ENOUGH AND THAT THE ADJACENT FENCE SECTIONS ARE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THE FENCE OVERLAP. MANHOLE DIAMETER, TYP PERMANENT PLUG, SEE DWG N( C005 FOR PHASING DETAIL SHELF AND CHANNEL T( ROUTE FLOV MH #1 EXISTING GRAVI JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENTS TO ATTACH FABRIC TO POSTS. ■ Emmommol BURY FABRIC A MIN. OF 8-INCHES BELOW THE GROUND SURFACE. 6' MAX. BACKFILL OVER FABRIC WITH NATIVE MINIMUM 4" X 4" SOIL OR 3/4" - 1.5" WASHED ROCK TRENCH POST, TYP. 204 MH #1 DETAIL C010 NOT TO SCALE SHELF AND CHANNEL TO ROUTE FLOW PROPOSED GRAVITY SEWER FROM MH #2 206 MH #3 DETAIL C010 NOT TO SCALE 202 SILT FENCE NOT TO SCALE FILTER FABRIC 0.60 MM MAXIMUM FOR FILM WOVENS (US #30 SIEVE). POLYMERIC MESH AOS (ASTM D4751) 0.30 MM MAXIMUM FOR ALL OTHER GEOTEXTILE TYPES (US #50 SIEVE). 0.15 MM MINIMUM FOR ALL FABRIC TYPES (US #100 SIEVE). WATER PERMITTIVITY (ASTM D4491) 0.02 SEC-' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MINIMUM FOR EXTRA STRENGTH FABRIC. 100 LBS. MINIMUM FOR STANDARD STRENGTH FABRIC. GRAB TENSILE ELONGATION (ASTM D4632) 300% MAXIMUM. ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MINIMUM. 2' MIN. 2.5' MAX. 18" MIN. WOOD POSTS 2-INCH x 2-INCH MIN., ASTM A120 STEEL PIPE WITH A MIN. DIAM. OF 1-INCH, NO.6 REBAR OR LARGER, OR U,T,L OR C SHAPE STEEL POSTS WITH A MIN. WEIGHT OF 1.35 LB/FT. TAPPING TEE AND 18" ECCENTRIC PLUG VALVE FOR BYPASS CONNECTION. PROVIDE FITTINGS AS NECESSARY TO TRANSITION TO BYPASS PIPING. INSTALL BLIND FLANGE ONCE BYPASS PUMPING IS COMPLETE LINE STOP TO FACILITATE BYPASS PUMPING PROPOSED GRAVITY SEWER TO MH #2 PROPOSED GRAVITY SEWER TO WETWELL MH #3 MH #5 SUPPORT PIPE AS NECESSARY THROUGH MANHOLE, MIN. OF 2 PROPOSED EMERGENCY OVERFLOW OUTLET PIPE m 0 0 205 MH #5 DETAIL C010 y" 2 RAI 1 Jln SHELF AND CHANNEL ROUTE FLOW TO WETWE AIR RELEASE DRF SUMP PUMP DR/ 8' L x 8' H CONCRETE THRUST BLOCK. THRUST BLOCK SHALL BE INSTALLED AND REACH STRENGTH PRIOR TO INSERTION VALVE BEING INSTALLED (2) VERTICAL #5, EACH FACE, EACH SIDE OF THRUST RING, MAINTAIN 2" CLEARANCE TO PIPE AND THRUST RING. #5 BARS AT 8" O.C., EACH WAY, EACH FACE, TYP. 6" MIN. 4", TYP. WEDGE RESTRAINT GLANDS INSTALLED IN OPPOSITE 0 DIRECTIONS CENTERED IN THRUST BLOCK (2) HORIZONTAL #7 @ 4" O.C., EACH FACE, ABOVE AND BELOW PIPE, MAINTAIN 2" CLEARANCE TO PIPE AND THRUST RING. NOTE: EXISTING GRAVITY SEWER ELEVATION IS UNKNOWN. CONTRACTOR TO POTHOLE LOCATION PRIOR TO ORDERING MANHOLE. PROVIDE CONSTANTLY FALLING SLOPE FROM MAIN VALVE VAULT TO DR ALL PIPES. DIRECTION OF FLOW :XISTING GRAVITY SEWER 'ROPOSEDFORCE 1AIN DRAIN of WAS Z OSIGONSATLO�S�E� SIGNED: 0610212023 c� 0 0 U V+ o Z a_ O o cn a w _ Q > W W W U ti m (7 li z 0 0 m cocoft� CDCDO CV N cli Lr 0 w 0 0 O c7 Z a N N 0 CD CD u- __j Y w z w Wul — cn J Q W 0 W 'I m z O a cr- U Lu W FW- 0 ofz SCALE: SHOWN 207 MH #6 DETAIL o , 2 C010 NOT TO SCALE DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C013 17 123 PROPOSED OUTLET P BE OFFLINE [ TEMPORARYE TEMPORARYF INFLUENT PIPE 1 FROM MH #1 TEMPORARY PLAN PROFILE TEMPORARY NOTES: • SEE DWG. NO. C005 FOR SUGGESTED CONSTRUCTION SEQUENCE • MANHOLE VENT PIPE NOT SHOWN FOR CLARITY. TEMPORARY OUTLET PIPE TO MH #7 PROPOSED OL PIPE TO P NOT CHANNEL MANHOLE 210 MH #2 PLAN AND PROFILE C010 Y " = 1'-0" 2 PLAN PROFILE FINAL INFLUENT PIPE H #1 a SEWER ABANDONMENT NOTES: • SEWER PIPES TO BE ABANDONED SHALL HAVE ENDS BRICKED AND COVERED WITH GROUT TO SEAL OFF THE PIPE. • MANHOLES TO BE ABANDONED SHALL HAVE THE TOP 4' OF THE MANHOLE REMOVED AND THE BOTTOM OF THE MANHOLE FILLED WITH GROUT. • PROVIDE PLAN FOR SEWER ABANDONMENT FOR ENGINEER REVIEW AND APPROVAL. ZY BYPASS H #7 AND PIPE ZGENCY Lby.54 TEgE� "?ZONAL �1 SIGNED: 0610212023 cn J Q F- LU 0 W H Hi am =r M 0 ai 0 U V+ 0 Z cn a O Of O (n a w _ w Lu W U 5- (i Z_ 0 m a' (V O CV O O CV N a N � 0 w U) U) 00 O c7 a N N O C9 m O 3 LL. Y w 0Lu Z W W 0-- 'I m z O F= a cr- U co Lu Q o�z SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C014 18 123 SAW CUT EX. A.C. PAVEMENT SURFACE 12" TRENCH BACKFILL MATERIAL, COMPACT TO 95% IN 6" LIFTS CL52 DI WATER LINE OR APPROVED EQUAL PIPE BEDDING MATERIAL COMPACT TO 95% PLANE EX. ROADWAY AS NECESSARY, OVERLAY TO MAINTAIN EX. FREEBOARD AT CURBS. 2" GRIND AND OVERLAY EXTENTS PER STANDARDS TOP WIDTH OF TRENCH = D + 36" 12" o SEE ROADWAY STANDARDS FOR in APPROPRIATE PAVEMENT SECTION 7N WARNING TAPE PER SPECIFICATIONS IJill� REM O.D+24" FOUNDATION STABILIZATION (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 128Est. 1890 RESTORATION, TAPS, AND BLOCKING B DRAWN BY DATE DS 1/31I2019 ORCHARD WATER MAIN TRENCH SCALE NTS ` - DRAWING NUMBER 801 DOUBLE CHECK VALVE WITHIN PAVED SURFACE, TWO PRECAST MEETING AWWA CROSS CONCRETE VAULT 3'-8" X 2'-8" X 3'-6" UTILITY CONNECTION STANDARDS VAULT CO. MODEL NO. 233-LA WITH NO. 23-233P DIAMOND PLATE COVER OR APPROVED EQUAL. OUTSIDE PAVED AREAS, TWO MID -STATES PROPERTY PLASTICS MODEL MSBCF 1730, GREEN COLOR LINE 6' MIN I EXIST. GRADE FLOW � 12" • s FLOW I 6" MIN. \< DOUBLE PURPOSE I UNION (TYP OF 2) j\\\/N 4METER BOX PER 4 MIN. STANDARDS 1-1/2" DRAIN ROCK (EXCEEDS OUTSIDE EDGE OF BOX) Est. 1890 SERVICES E DRAWN BY IDS ORCHARDDOUBLE CHECK BACKFLOW ASSEMBLY DATE SCALE 1/23/2019 NTs �^ (BELOW GROUND) DRAWING NUMBER 864 QI inin FLANGE OR ER PIPE SIZE CROSS TIE BACK SEE STANDARD DRAWING 1103-B CAPPED CROSS TEE D FLANGE 900 BEND TEE 11 1/40 BEND 22 1/20 BEND 450 BEND I I TABLE A — THRUST BLOCK 3 X PIPE DIA. MIN CONCRETE BLOCK SYMMETRICAL TOP & BOTTOM BLOCK SHALL BE PLASTIC BARRIER AGAINST UNDISTURBED EARTH TYPICAL CROSS—SECTION Plug PIPE SIZE Q 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" 22 16 12 6 3 16" 1 38 1 27 21 10 1 6 18" 1 48 1 34 1 26 14 7 24" 1 84 1 59 1 45 23 13 MIN. BEARING AREA AGAINST UNDISTURBED SOIL SEE DRAWING 1103-B FOR ADDITIONAL NOTES Dp Est. 1890 RESTORATION, TAPS, AND BLOCKING DRAWN BY IDS ORCHARD_ THRUST BLOCKING AND TIE BACKS DATE SCALE 1/15/2019 NTs -- -"-` DRAWING NUMBER 803-A VE OPERATING EXTENSION - \ 1/3 LENGTH DETAIL TOTAL LENGTH 4 1/4" DIA. 1/8"J 2" SQUARE MIN. THICKNESS 1" METAL STOCK LENGTH AS REQUIRED 1/8" MIN. " SET 3/8 THICKNESS 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%2" 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 �p Est. 1890 SYSTEM APPURTENANCES C DRAWN BY DS ORCHARDVALVE MARKER AND VALVE EXTENSION DATE SCALE 113012019 NTs DRAWING NUMBER 882 ROADWA FINISH GRADE PROPERTY LINE 36" MIN. COVER (TYP) �[00*3 CURB 6" MINIMUM TO ALLOW FOR TOUCH READ, 24" MIN. COVER LU z J i H Of LU D_ O Or! FINISHED GRADE WARNING WIRE AND LOCAIOR TAPE ARE REQUIRED FOR ALL SERVICES AND MAINS 1. EXISTING WATER MAIN 2. 1" (IP THREAD) SINGLE STRAP SADDLE ROMAC STYLE 101S OR APPROVED EQUAL 3. 1" BRASS NIPPLE, 3" LONG 4. CORP. STOP, FORD FB1100 OR APPROVED EQUAL 5. 1" POLYETHYLENE PIPE, MAINTAIN 36" COVER FROM WATER MAIN TO WITHIN 48" OF METER BOX 6. 1" METER SETTER MUELLER 1434 OR APPROVED EQUAL HORIZONTAL IN, HORIZONTAL OUT. M.I.P. THREAD ENDS. 7. SCHEDULE 40 1" PVC THREADED PLUG. REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE 8. BRASS CURB STOP, FORD B41-444-NL OR EQUAL. 9. WATER METER - TO BE SUPPLIED BY THE CITY 10. METER BOX SHALL BE SIGMA RAVEN HDPE METER BOX MODEL 1324-SW. PROVIDE HDPE LID WITH TOUCH READ AND METER READER LID. PLACE BACK OF METER BOX FLUSH WITH PROPERTY LINE. Est. 1890 qg SERVICES A DRAWN BY IDS ORCHARD5/8, 3/4, OR 1-INCH WATER SERVICE DATE SCALE 1/22/2019 NTs - DRAWING NUMBER 860 PLACE "EARS" IN -LINE WITH WATER MAIN DIRECTION IWATERI \ / FINISHED PAVEMENT GRADE TOP SECTION EXTENSION PIECE (IF NECESSARY) CAST IRON ONLY z BASE SECTION 'TRACER WIRE PER STANDARD 1. SPECIFICATIONS co w L= WATER MAIN �,-- w 0 a w 3 w w w WATER MAIN o VALVE W a 0 w z w D C7 Z w a O w W C7 Z w w z c7 z w �p�, Est. 1890 SYSTEM APPURTENANCES DRAWN BY DATE IDS 1/23/2019 ORCHARD VALVE BOX SCALE NTS `- - ---- -- - DRAWING NUMBER 884 w z_ J 6" MINIMUM TO LLI 0- 4DE WARNING WIRE AND LOCATOR TAPE ARE REQUIRED FOR ALL SERVICES AND MAINS NOTES: 1. EXISTING WATER MAIN 2. 2" (IP THREAD) DOUBLE STRAP SADDLE ROMAC STYLE 202S OR APPROVED EQUAL 3. 2" BRASS NIPPLE, 3" LONG 4. CORP. STOP, FORD FB1100 OR APPROVED EQUAL 5. 2" POLYETHYLENE PIPE, MAINTAIN 36" COVER FROM WATER MAIN TO WITHIN 48" OF METER BOX 6. 2" BRASS CURB STOP, FORD B41-777-NL OR EQUAL 7. 2" BRASS STREET ELL 8. 2" BRASS NIPPLE, 6" LONG 9. 2" BRASS UNION 10. 2" BRASS NIPPLE, 3" LONG 11. 2" METER SETTER WITH HIGH BYPASS MUELLER SERIES 1429 OR APPROVED EQUAL. VERTICAL IN, HORIZONTAL. OUT. FLANGED BALL VALVE WITH LOCK WINGS, CHECK VALVE AND BY-PASS. 12. SCHEDULE 40 2" PVC THREADED PLUG. REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE 13. WATER METER - TO BE SUPPLIED BY THE CITY 14. METER BOX SHALL BE SIGMA RAVEN HDPE METER BOX MODEL 1730-SW. PROVIDE HDPE LID WITH TOUCH READ AND METER READER LID. PLACE BACK OF METER BOX FLUSH WITH PROPERTY LINE. Est. 1890 '+✓"'� ORCHARD1-1/2 - SERVICES B OR 2-INCH WATER SERVICE DRAWN BY DATE SCALE DS 1/22/2019 NTs DRAWING NUMBER 861 SAW CUT EX. A.C. PAVEMENT SURFACE 12" TRENCH BACKFILL MATERIAL; COMPACT TO 95% PVC SEWER PIPE PIPE BEDDING MATERIAL COMPACT TO 95% PLANE EX. ROADWAY AS NECESSARY, OVERLAY TO MAINTAIN EX. FREEBOARD AT CURBS. 2" GRIND AND OVERLAY EXTENTS PER STANDARDS TOP WIDTH OF TRENCH = D + 36" 12" h z 0 in N SEE CHAPTER 6 FOR APPROPRIATE PAVEMENT SECTION -WARNING TAPE PER SPECIFICATIONS MIN O.D+24" FOUNDATION STABILIZATION (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). p Est. 1890 TRENCHES AND PIPE CONNECTIONS A DRAWN BY DATE IDS 1/23/2019 ORCHARD_ SEWER TRENCH DETAILS SCALE NTs - DRAWING NUMBER 900 RH2 of Lby54 �O��EG I S TEg�'9 �SIONAL� SIGNED: 06/0212023 cn J a LU LU LL w LU cfl LL 0 m co 0 co O c� ai O U (n 0 Z a_ a 0 O in d w W W W U i c r (D li Z_ 0 m ON O N O C\ Lri 0 a w U v) w U) u O M O ¢O m cD o w � Y W � j O W � SCALE: SHOWN 0 ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C015 19 J" TOP MANHOLE FRAME AND LID GRADE RIN PRECAST ECCENTRIC CO (UNLESS OTHERWI SPECIFIE PRECAST RISER SECTI MORTAR GRAVEL B/ (6" M CAST IN PLA NOTES: Z X a 00Lo RUBBER GASKETS BETWEEN PRECAST SECTIONS SE 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. �D Est.ls90 ORCHARD MANHOLES A MANHOLE DETAIL 48" DRAWN BY DATE IDS 1/30/2019 SCALE NTS DRAWING NUMBER 920 NOTES: 1. CONSTRUCTION OF CURB DETAILS SHALL BE IN ACCORDANCE WITH THE CURRENTLY ADOPTED STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) UNLESS OTHERWISE MODIFIED BELOW. 2. ALL CONCRETE SHALL BE COMMERCIAL CLASS PER WSDOT/APWA SPECIFICATIONS. 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8 INCH MINIMUM PREMOLDED JOINT MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE 20 FEET. 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN. X 2" OF PREMOLDED JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET. 6. ALL JOINTS SHALL BE CLEAN AND EDGED. 7. FINISH SHALL BE A LIGHT BROOM FINISH. 8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND. 9. SUBGRADE COMPACTION FOR CURBS AND GUTTERS SHALL MEET A MINIMUM 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH SEC. 2-03.3(14) OF THE WSDOT/APWA SPECIFICATIONS. PAVEMENT WIDTH 5 1 2- I,i9- I I O tD 1 �o /� f' 6 1 2" -� 18" CEMENT CONCRETE VERTICAL CURB AND GUTTER PAVEME 13 j- C-4 CURB NT WIDTH 10" 2„ I`L LAI �J N 12" 24" CEMENT CONCRETE ROLLED CURB AND GUTTER Est.1R90 CURB AND GUTTER A DRAWN BY DATE IDS 1/29/2019 ORCHARDCEMENT CONCRETE CURB AND GUTTER SCALE NTs -�� ! DRAWING NUMBER 300 n PRECAST SLR' PRECAST WALL SECTIONS MAXIMUM PIPE SIZE 42" GRAVEL BASt J (6" MIN ) PRECAST WALL SECTIONS AND CONE AS ON STANDARD 48" MANHOLE WITH RUBBER GASKETS BETWEEN PRECAST SECTIONS. SECTION NOTES: 1. PROVIDE A MINIMUM OF 0.1' OF FALL ACROSS THE MANHOLE BASE FROM INLET TO OUTLET. 2. USE GRAVEL BACKFILL, 6" MIN. COMPACTED DEPTH UNDER THE BASE. 3. ALL RIGID PIPE ENTERING OR LEAVING THE MANHOLE SHALL BE PROVIDED WITH FLEXIBLE JOINTS WITHIN 1 1h PIPE DIAMETERS OF THE MANHOLE STRUCTURE. 4. INSTALL DROP MANHOLE CONNECTION IF INVERT OF ANY INCOMING SEWER IS MORE THAN 2'-0" ABOVE THE TOP OF THE MAIN SEWER. IN UNIMPROVED AREAS AND EASEMENTS, MANHOLE SHALL EXTEND A MINIMUM OF 2" AND A MAXIMUM OF 4" 5. ABOVE FINISHED GRADE. 6. MANHOLE RING AND COVER SHALL HAVE A CLEAR OPENING. WORDING ON COVER SHALL BE "SEWER" IN 3" RAISED LETTERS. 7. ALL MANHOLE JOINTS SHALL USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C-443 SPECIFICAITONS. �O Est.ls90 MANHOLES B DRAWN BY IDS ORCHARDMANHOLE DETAIL 72" DATE SCALE 1/30/2019 NTs ' DRAWING NUMBER 921 U) OfNO 0 0 - w U Ofw o- M EX. SANITARY SEWER ETE SUPPORT BLOCKS MANHOLE RISER IPE (TYP) � vv �.,�.� NARY SEWER KNOCK -OUT SECTION (12"0 MIN. FOR 8"0 SEWER FILL WITH NON -SHRINK GROUT AFTER CONNECTION) ROUGHEN SURFACE, 12" APPLY EPDXY ADHESIVE (MIN.) BONDING COMPOUND 8" (MIN.) CONCRETE CAST IN PLACE ALONG WITH SHELF AND I CHANNEL CONCRETE / GRAVEL BASE SUPPORT J (6" MIN. COMPACTED DEPTH) BLOCKS CAST IN PLACE CONCRETE SHELF AND CHANNEL MANHOLE SECTION Est. 1890 MANHOLES D DRAWN BY IDs ORCHARDMANHOLE DETAIL SADDLE DATE SCALE 1/30/2019 NTs - DRAWING NUMBER 923 FRAME AND LID PER SPECIFICATIONS GROUT FINISH GRADE IN PAVED iv I F AND GRAVEL ROADWAY AREAS PRECAST GRADE RINGS s x """ TOP OF CONE SECTION OR FLAT SLAB N 24" I Z C�JU ��0a. V) w uotaw TYPICAL TOP SECTION `ra" m co GENERAL PLAN OF w CHANNEL INTERSECTION U 0 o FRAME AND LID a PER SPECIFICATIONS Z c 0 r co 2� w iv FINISH GRADE ? GROUT LAYER f f i17 ---. - ,__._--- #4 REBAR w p 0 GRADE RINGS � c 6' PRECAST z FORMED CONCRETE ECCENTRIC CONE COLLAR FOR OUT OF w PAVEMENT CONDITIONS MANHOLE FRAME COLLAR coUNPAVED w AREAS w r z w 0 0 w w p MANHOLES C TOP MANHOLE TOP MANHOLE FRAME AND LID FRAME AND LID 12" 3/4" PLASTER SMOOTH 'a INSIDE AND OUT FIRST STEP MAXIMUM 18" BELOW LID PRECAST CONCRETE / _q RINGS MUST BE CAST 12" (TYP) WITH GROOVE TO FIELD INSTALL SAFETY STEP 60" MIN MANHOLE STRUCTURES GREATER THAN 25' REQUIRE SPECIAL DESIGN (STD NOT AVAILABLE). 4" 4" MIN, 12" MAX -TOP SLAB 8" PVC PIPE (SCH 40) as °a 1" THREADED BRASS PIPE EMBEDDED 3" INTO MANHOLE WALL WITH EPDXY (TYP) d< . a 18" C d. MANHOLE PROFILE VIEW 1" IP TAP X SIZE ROMAC 101S SADDLES ON T CENTERS COMPACTED FOUNDATION GRAVEL TO 95 % OF MAXIMUM DENSITY NOTES: 1. PROVIDE TWO 24" ACCESS LIDS. 2. MANHOLE SHALL CONFORM TO GENERAL NOTES AND ALL APPLICABLE REQUIREMENTS OF STANDARD 1220. 3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASHTO M199 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARDS AND SPECIFICATIONS. 4. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. NON -REINFORCED CONCRETE IN CHANNEL AND SHELF SHALL BE CLASS 3000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 5. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT, PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. 6. ALL MANHOLES SHALL BE LINED PER CITY OF PORT ORCHARD STANDARDS AND SPECIFICATIONS 7. TOP SLAB MUST MEET HS-20 LOADING CRITERIA. �O Est.1890 MANHOLES J DRAWN BY DS DATE 1/24/2019 ORCHARDMANHOLE GREATER THAN 15' SCALE NTs DRAWING NUMBER 928 of Lby.54 GIST Eg�9 �SIONAL� SIGNED: 0610212023 I cn J Lu Lu o 0 0 C7 0 ai 0 U (n Z U) 0 a O (n CL w \\ `= L Lu U i f1r 0 (� li z 0 Do of N ILL w Uo O (V LA 0 ) U) W M - O O tQi� a (V (V 0 co 1 m 1 � Y w 3 ? w o (Z !3:w w S w m >I m O Z SCALE: SHOWN Dll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C016 2012, of Lby.54 GIST Eg�9 �SIONAL� SIGNED: 0610212023 I cn J Lu Lu o 0 0 C7 0 ai 0 U (n Z U) 0 a O (n CL w \\ `= L Lu U i f1r 0 (� li z 0 Do of N ILL w Uo O (V LA 0 ) U) W M - O O tQi� a (V (V 0 co 1 m 1 � Y w 3 ? w o (Z !3:w w S w m >I m O Z SCALE: SHOWN Dll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C016 2012, w S w m >I m O Z SCALE: SHOWN Dll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C016 2012, IRRIGATION NOTES DESIGN AND INSTALL AN OWNER APPROVED BELOW GROUND IRRIGATION SYSTEM PER THE SPECIFICATIONS AND PER PLAN 1. IRRIGATION SYSTEM TO BE AN AUTOMATED SYSTEM. IRRIGATION SYSTEM SHALL BE FULLY FUNCTIONAL AND INCLUDE ALL NECESSARY EQUIPMENT INCLUDING CLOCK, OVERRIDING RAIN SWITCH, ETC. TO MEET OR EXCEED CITY OF PORT ORCHARD REQUIREMENTS. 2. IRRIGATION SYSTEM TO BE DESIGNED FOR MINIMUM 30 PSI FROM POINT OF CONNECTION. FIELD VERIFY SYSTEM PRESSURE AND ADJUST IRRIGATION SYSTEM DESIGN AS NECESSARY. 3. LOCATION OF MAINLINE, VALVES, AND OTHER APPURTENANCES IS SCHEMATIC ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL PIPE AND FITTINGS TO FULLY IRRIGATE THE DESIGNATED AREA. IRRIGATION LINES AND WIRING UNDER ROADWAYS SHALL BE ENCLOSED IN SLEEVING. CARE SHALL BE TAKEN TO NOT DAMAGE EXISTING FINISH GRADING. DAMAGE TO EXISTING GRADING SHALL BE REPAIRED BY THE CONTRACTOR. 4. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 5. NOTIFY THE CITY OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING WORK. 6. ALL PLANTED AREAS TO BE IRRIGATED AS INDICATED. CONTRACTOR TO MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO OBTAIN COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVER SPRAY. 7. INDUSTRY STANDARDS TO UNIFORMLY APPLY IRRIGATION TO NEWLY PLANTED VEGETATION AT A RATE OF APPROXIMATELY ONE TO TWO INCHES PER WEEK DURING THE GROWING SEASON DEPENDING ON SPECIES' NEEDS AND EXPECTED EVAPO-TRANSPI RATION RATES. SUBMIT SHOP DRAWINGS TO CITY'S REPRESENTATIVE FOR APPROVAL. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. 8. MAIN LINE PIPING LAYOUT, SLEEVES, AND VALVE LOCATIONS SHALL BE STAKED IN FIELD BY CONTRACTOR. STAKING AND PRESSURE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION. IRRIGATION LINES SHALL BE INSTALLED AS TO MINIMIZE DAMAGE AND MAXIMIZE IRRIGATION EFFICIENCY. 9. ADJUST AND RELOCATE IRRIGATION LINES WITH CITY'S REPRESENTATIVE'S APPROVAL AS NECESSARY TO OBTAIN FULL WATER COVERAGE. 10. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL WIRES UNDER NEW AND EXISTING PAVEMENTS, WALLS, CURBS, ETC. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SLEEVING INSTALLATION AND SPECIFIC LOCATIONS FOR COMPLETE INSTALLATION OF WORK. SLEEVING SHALL BE 4" SCHEDULE 80 PVC OR LARGER, AS APPROVED. SLEEVE SHALL EXTEND A MINIMUM OF 6" ON EITHER SIDE OF THE DRIVEWAY. 11. PLACE ALL HEADS A MINIMUM OF 4" FROM WALLS, CURBS, WALKS, AND PAVED AREAS. 12. VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 13. IRRIGATION SYSTEM PIPE SHALL BE CLASS 200 PVC PIPE. VELOCITIES IN PIPE ARE NOT TO EXCEED 5 FPS. 14. ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 15. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. 16. METER TO BE PROVIDED BY CITY. BACKFLOW PREVENTER TO BE PROVIDED BY CONTRACTOR. 17. REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH CITY'S REPRESENTATIVE. 18. ALL IRRIGATION HEADS AT THE LOWER ELEVATIONS OF EACH CONTROL VALVE CIRCUIT SHALL HAVE POP-UP BODIES WITH BUILT-IN CHECK VALVES TO PREVENT LOW HEAD DRAINAGE. 19. NO ROCKS, BOULDERS OR EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCHES. 20. VALVE BOXES TO BE INSTALLED IN LANDSCAPED AREAS WITH NECESSARY OPERATIONAL ELECTRICAL WIRING CONNECTIONS. 21. ALL ELECTRICAL VALVE WIRING SHALL BE IRRIGATION CONTROL CABLE TYPE "UF" DIRECT BURIAL. CONTROL WIRES SHALL BE A DIFFERENT COLOR THAN GROUND WIRE. ALL WIRES SHALL BE LAID IN MAINLINE TRENCHES. ALL WIRE SIZE IS #14 UNLESS OTHERWISE APPROVED. 22. EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE. 23. LOCATE CONTROLLER INSIDE ELECTRICAL EQUIPMENT SHELTER IN APPROXIMATE LOCATION SHOWN. VERIFY LOCATION WITH CITY. WALL MOUNT CONTROLLER AT EYE LEVEL. PROVIDE CONTROLLER AND CONNECT IT TO A 120 VOLT A.C. POWER HOOKUP AT THE ELECTRICAL EQUIPMENT SHELTER. COORDINATE WITH CITY'S REPRESENTATIVE FOR INSTALLATION LOCATION FOR CONTROLLER, CLOCK, OVERRIDING RAIN SWITCH, BACK FLOW PREVENTION DEVICE AND METER BOX. 24. EACH CONTROL VALVE SHALL BE INSTALLED IN A LOCKING VALVE BOX. 25. ALL CONTROL VALVES TO BE PROPERLY ADJUSTED FOR CORRECT OPERATING PRESSURE, USING FACTORY PFS KIT. 26. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO INSTALLATION OF HEADS. 27. PRESSURE TEST MAINLINE AND PROVE ENTIRE IRRIGATION SYSTEM FUNCTIONAL AFTER PLANTING AND PRIOR TO INSTALLATION OF MULCH. FINISHED GRADE POP-UP SPRINKLER HEAD (PURPLE IN COLOR) SWING JOINT: HUNTER'PRO-FLEX' TUBING, HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) LATERAL TEE OR ELL --J LATERAL PIPE MP ROTATOR SPRINKLER - M P R40-04-CV NOT TO SCALE /////T/%7/T/T/�T/%7� f/ PORT OFFICE is Tom`�� BUILDING cn • • 6" CONC ST — I I I O O x UMP STATION (co TR Tll 4 J c\\ I D cti C) tQ ss `a < r /// ///1/1/1/11LlLl/1�= I I, L--J __--6" w---I�— - IRR KITSAP BANK i CONC SS — \ � I / 1 I 6' Q_ Q T _W _ P _ �P LAUNDRY ��• BUILDING / 78 DI SSFM 1 CONC — — — 12" CONC SS — — 18' D�3 CQNC SS — — 1 — CED / — 12 CO S SSFM i CONCEPTUAL IRRIGATION PLAN 1"=20' }}, - oy WAS ti �SSIONAL ��1 SIGNED: 0610212023 J o'm 0 z an 0 c� 0 0 U V+ 0 Z a_ O o cn a w Q � W W W/� U CC (i Z_ 0 co CDN m 0' N rn CDO z o T u-i 0 W R co U co o 0 0 M � LLI Z¢K CL N W 0co 0 o J3 � W z � w � o z W � SCALE: SHOWN oil r 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C017 21 123 MATCH EXISTING GRADE NEW C.B. RE = 13.00 IE 11.80 6" DIP SW MATCH EXISTING GRADE NEW C.B. RE = 13.5 IE 11.40 6" DIP NE IE 11.20 6" DIP S - MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE TIE INTO EXISTING C.B. RE = 12.45 IE 10.45 6" CONC NE IE 10.35 6'' CPP W REMOVE EXISTING ISLAND MATCH EXISTING GRADE E - - - - - - - - - - --- - -T 14.27 101 010 +13.8 - 13.9 - /j 10 +13.9 - / + 13.7 - / +eI 3.7 V A ' 12.86 V180- MATCH EXISTING GRADE -BOTTOM OF RAMP MATCH EXISTING GRADE l� 4.75 ` L +14 \ � / \ r / + 13.6\ i / + 16.02 \ 65 / \ CB + 1 .4 + 16.25 + 16.� 3.6 -0 / ti 5.6 41 FX: 5 +15.41'- +13.85 14.25 -__ \ + 13.5 +14.44 \ I TOP OF CURB 2" ABOVE FINISHED GRADE I OF POROUS FLEXIBLE PAVING EXISTING PARKING TO I TOP OF CURB 2" ABOVE \ REMAIN \ I FINISHED GRADE OF LAWN T04 OF RAMP I 12.79 2.5 Zi A \ , 13.62 II 14.0 ° + 13. 16.5 BOW 14.0 TOW 15.5 rIv o PROTECT- I +14.5 0 EXISTING TREE TO REMAIN - ` TOW 16.25 +13.5 ESTIMATE I l REPLACE EXISTING WALL. BOW 13.0 NEW TOP OF WALL 6" ABOVE IW GRADE TO SOUTH. MATCH EXISTING GRADE MATCH TOP OF SIDEWALK \� j, / MATCH ASPHALT \ \ I I I \ PROPOSED PRECAST / I ~i ) CONCRETE BENCH TO BE _ - INSTALLED AFTER SITE WORK I � E1e=12.46 / � \ \ \ \ \ 1 C < /ter r Ele-12.03 I \ 11 I I I �'' �• \\�E1e=12.13 I m I /I REVISIONS CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS REV I DATE I BY I APP'D (0) 106/02/23 1 RF I JS I ISSUED FOR BIDDING LEGEND: EXISTING CONTOUR -18- PROPOSED CONTOUR �-- GRADING LIMITS ❑ PROPOSED TYPE 2 CATCH BASIN (CB) PROPOSED 6" DUCTILE IRON PIPE (DIP) +14.75 EXISTING SPOT ELEVATION +14.3 PROPOSED SPOT ELEVATION 2% PROPOSED SLOPE PROPOSED PRECAST CONCRETE BENCH (TO BE INSTALLED AFTER SITE WORK) NORTH 0 20 40 SCALE IN FEET NOTES: 1. HORIZONTAL DATUM: WASHINGTON STATE PLANE NORTH ZONE, NAD83, U.S. SURVEY FEET 2. VERTICAL DATUM: NAVD88 oN w�z Lu U 5; 0 w m m� ow oa 00 zQ worf z0= z O w Q U J z m a = w} zJ oz = o� u O z Ju _ U w w Q z N w 0 N J J U N L_ az DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L001 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED GRADING PLAN DATE: JUNE 2023 SHEET # 22 OF 123 20 20 19 19 BUILDING 18 18 5' 17 MATCH EXISTING GRADE AT SAWCUT ELEV 16.17 1 16 PROPOSED GRADE CONCRETE PAVING �07 2' 4' 16 15 ELEV 13.17' 15 EXISTING GRADE f/ 14 5" MIN 2" MIN 5" MIN 2" MIN ` J 4 f 14 F ♦ / / 4 4 4 4 N4 ql 13 ♦ / f ♦ ` 4 4♦ J /♦ 4 4 44 f 4 J 4 t 4 / 1 t 4♦ 4/ t J f J 1 4/ S � J f /4 4♦ 4 13 12 12 11 11 K,2,3�,4,PRECAST CONCRETE PLANTING BED 10 �O8 PLANTER SEAT TYPE A TOPSOIL 10 CRUSHED ROCK BEDDING LAYER STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY PLINTH / 9 PER MODIFIED PROCTOR IN MAX 6" LIFTS 9 8 8 7 7 6 6 A SECTION L001 SCALE: 1 " = 2' CONCRETE STEPS AND METAL RAILING 19 (SIMPLIFIED FOR CLARITY, SEE DETAIL) 19 18 PLINTH 1 18 �19 CONCRETE PAVING 1 �O7 17 ELEV 13.46' 17 < 0 CRUSHED ROCK BEDDING LAYER EXISTING GRADE PROPOSED GRADE 16 1 k 16 o O L a, 15 < — 15 ❑ 5" MIN 2" MIN Q 14 � 5 MIN 2" MIN 14 a C7 z 1 s< 1 L 1 13 < 4 L '� � � s -� 1 S c s r 1� < 1 < � '' c 4 13 a 00 12-11 12 0 i c 11 11 u MATCH EXISTING GRADE o 10 — 10 �_ u 0 i J O lJ Lu m 0 9 STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY — PROPOSED CATCH BASIN g o w PER MODIFIED PROCTOR IN MAX 6" LIFTS Ln RE - 13.0 o Q E I E= 11.80 6" PVC SW o Q 8 — - 8 Luce ~ C) a z cc J s z 0 w O 7 — - 7 V m a +, o z = 0 a i 6 — - 6 N W J z LLJ z C 2 = zz O oC z LL V V B SECTION z N Q w J �01SCALE: 1 " = 2' J N o L_ az REVISIONS N REV DATE BY APP'D DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS L002 m ANCHOR \ CHOR CITY OF PORT ORCHAl"D CHECKED BY: J. SMALL M �+ A MARINA PUMP STATION IMPROVEMENTS APPROVED BY: J. SMALL o �yl 1 �L� SCALE: AS NOTED N GRADING SECTIONS SHEET# 23 of 123 DATE: JUNE 2023 m (0) 06/02/23 RF JS ISSUED FOR BIDDING __ 01 18 17 16 15 14 13 12 1 D rc_" ELEVATION �01SCALE: 1 " = 2' PER MODIFIED PROCTOR IN MAX 6" LIFTS \. I\ 1.1 J l I L L/ I\ \l \. 11. LJ L V V I I V \J L r-1 I L. I\ PLANTING BED LAWN ELEV 16.5' 18" TYPE A TOPSOIL 4 OVER SCARIFIED SUBGRADE MOW STRIP 6" TYPE A TOPSOIL OVER SAND � �O7 D SECTION �01SCALE: 1" = 2' ANCHOR kz IDEA UTILITY VAU LT REFER TO STRUCTURAL SECTIONS B C �O6 �O9 PROPOSED GRADE EXISTING GRADE STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY PER MODIFIED PROCTOR IN MAX 6" LIFTS CITY OF PORT ORCHAAD MARINA PUMP STATION IMPROVEMENTS STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY — PER MODIFIED PROCTOR IN MAX 6" LIFTS REV I DATE I BY I APP'D tXIJ I IINJU UKHUt 2 CONCRETE CURB �17 CONTROL JOINT (TYP) REVISIONS 5" MIN r r� v PROPOSED GRADE EXISTING GRADE EXISTING ASPHALT PARKING LOT SAWCUT EXISTING ASPHALT PARKING LOT 10 9 8 7 6 5 4 3 3 JCRETE PAVING L007 18 0 w �o wLu 17 m O w ~ U 16 0 0 zQ we 15 z 0 z 0 Lu Q J Jzm d - _ 14 13 z Oz O o�c 12 u z 0 z "u w wQ Nw D z 0 t' J V DN LL= Qz DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L003 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED GRADING SECTIONS DATE: JUNE 2023 SHEET # 24 OF 123 (0) 106/02/23 1 RF I JS I ISSUED FOR BIDDING 18 17 16 15 14 13 12 11 10 9 E E 1% MIN SLOPE ASPHALT PAVING, SEE COPO STANDARD DETAIL 402 CRUSHED SURFACING TOP COURSE STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY PER MODIFIED PROCTOR IN MAX 6" LIFTS PLASTIC LANDSCAPE EDGING (TYP) PROPOSED GRADE EXISTING GRADE —/ STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY PER MODIFIED PROCTOR IN MAX 6" LIFTS E SECTION �01SCALE: 1" = 2' ANCHOR kz IDEA CITY OF PORT ORCHAAD MARINA PUMP STATION IMPROVEMENTS 1 REINFORCED TURF PAVING �11 4 4 / 4 CRUSHED ROCK BEDDING LAYER REV I DATE I BY I APP'D PRECAST CONCRETE PLANTER SEAT K,2,3,4*N, �01 CONCRETE RETAINING WALL 3 2' 4' 1'—i ELEV 15.68' �O7 PROPOSED GRADE CONCRETE PAVING 1 �O7 REVISIONS 5" MIN r 2" MIN E 18 17 16 15 14 13 12 11 10 9 0 N w — w U � O Lu m m � 0 w ~ U 0 Q w 0 Q z w d z0= z 0 Lu Q J W J z� 0 z O o0c = z0 U w U z W W Q z N w 0 N J --j V DN Qz DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L004 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED GRADING SECTIONS DATE: JUNE 2023 SHEET # 25 OF 123 (0) 106/02/23 1 RF I JS I ISSUED FOR BIDDING LEGEND: CONCRETE RAMP; ----- BROOM FINISH PERPENDICULAR TO SLOPE rA STEEL RAILING // / ' /ice — — — — — — —__ CONCRETE STEPS WITH HANDRAIL TO MEET ---- REQUIREMENTS COPO CIP CONC STAIR STANDARD DETAIL 342 iiii— _ F 1- -� 0�000°0°0 0 o°,, 0°0°0°00 000000 0 0 0 o°00 0000 000000000 o°o°o°o o°o° LL \ °00°00°0 ° L LL LL \ X/ °° 0 LL LL L \ LLL LLL LLLL CONCRETE CURB 2 \ \ / O LLLL L LLL LLLL i i / L 00 i / 000e / CURB CUT, SEE COPO STANDARD DETAIL 321 REMOVEABLE BOLLARDS (TYP. 4 OF 8) ANCHOR QEA 1 II II II II IyI I CONCRETE PAVING �O7 REMOVABLE BOLLARDS 2 / (TYP. 4 OF 8) L011 CURB CUT, SEE COPO STANDARD DETAIL 321 � z 50' OHWM BUFFER/SHORELINE SETBACK LL LL LL LLL �17 LL L LLLL LL LLLL n LL I j LLLLL LLL LLLL LLLL LLLLL LLL LLL L LLLLLL LLL LLL i L L LLLLLL LL LLL LL LLL LLL L LLL LLL L LLL LLL LLLL � LLLL LLLLLL L LL LLL LLL LL L LL Lh_L L ILL.... LLLLLLL LL LLLL LL LLLLLLI LL LLLLL LL LLLLLLL LLL LLLL LLLLLL LLLL LLLL LL LLLL LLLL LLLLLL LL CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS \ \ II � I REINFORCED TURF PAVING L011 i I I CONCRETE CURB AND SIDEWALK, SEE COPO CIP rl, 2 ` �I -- CONC SIDEWALK AND CURB STANDARD DETAIL 340 L007 I LL CONCRETE MOW STRIP r4 L �O7 r 4' WIDE CURB RAMP AND DETECTABLE WARNING PATTERN TO MEET REQUIREMENTS COPO ADA CURB RAMP STANDARD DETAIL 341 MOVEABLE PLANTERS (TYP. 3) CONCRETE RETAINING WALL r3 �O7 \ I CONCRETE PRECAST CONCRETE BENCH K,273,Aj �O8 � I 4' WIDE PLANTER IN FRONT OF WALL I � \ ASPHALT PAVING, SEE COPO STANDARD DETAIL 402 /I \ \I I\ I \\ I � I � I I 1 I / I I \ I REVISIONS REV I DATE I BY I APP'D I I I I I I I I I I I I I I I L \ EXISTING CONTOUR EXISTING ORDINARY HIGH WATER MARK (OHWM) 50-FT OHWM BUFFER/SHORELINE SETBACK 18 PROPOSED CONTOUR PROPOSED CONCRETE SIDEWALK/RAMP PER SPECIFICATION SECTION 02800 VEHICULAR CONCRETE PAVING PER CIVIL & COPO STANDARD DETAIL PROPOSED CONCRETE RETAINING WALL ®PROPOSED PRECAST CONCRETE BENCH PER SPECIFICATION SECTION 02800 ®REINFORCED TURF PAVING PER SPECIFICATION SECTION 04230 CONCRETE MOW STRIP HANDRAIL STEEL RAILING GREEN WALL PER SPECIFICATION SECTION 05700 ®TOPSOIL PER SPECIFICATION SECTION 02900 LLLLL LAWN TOPSOIL PER SPECIFICATION SECTION 02900 DETECTABLE WARNING PATTERN PER CIVIL & COPO STANDARD DETAIL 0 ASPHALT PAVING O MOVEABLE PLANTER PER SPECIFICATION SECTION 02800 0 REMOVABLE BOLLARD CONSTRUCTION JOINT SAW CUT CONTROL JOINT 3/16" W x 1-1/2" D MIN NORTH 0 20 SCALE IN FEET NOTES: 1. HORIZONTAL DATUM: WASHINGTON STATE PLANE NORTH ZONE, NAD83, U.S. SURVEY FEET 2. VERTICAL DATUM: NAVD88 0 N >w w u 5o wm m� ow oa oQz we z0= z 0 Lu Q J w} zJ o z = o� u o z LL w wQ z Nw O N J --1 V D N L_ Qz DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD LOOS DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED CONSTRUCTION MATERIALS PLAN DATE: JUNE 2023 SHEET # 26 OF 123 (0) 106/02/23 I RF I JS I ISSUED FOR BIDDING 2 a 5 a) o, ti m 00 v a) O i _ GARBAGE AND RECYCLE DUMPSTERS 7' L X 4' W VIF CHAIN LINK FENCING AND GATES, ATTACH TO GREEN WALL 3" POSTS AS SHOWN, CONTRACTOR SHALL DESIGN GATES AND FENCE PANELS AND PROVIDE SHOP DRAWINGS FOR DESIGN TEAM/OWNER REVIEW AND APPROVAL BEFORE FABRICATION STAIR ACCESS TO GENERATOR, RH2 DESIGNED, SEE DRAWING NO. S302/SHEET 71 NOTES: (1 OF 4) 3" OD X 17' 7" POST SET IN GRADE, PROVIDE VW X 36" FOOTINGS. 6" TALL CURB, AT VW PLANTING AREA, TYP (1 OF 9) PANELS ATTACHED TO PLINTH (1 OF 24) PANEL ATTACHED TO 3" POSTS \ (1 OF 15) 3" POST SET IN STEM WALL - HOLD 2" FROM j OUTSIDE EDGE OF WALL PAD. HOLD 5" FROM BOTTOM OF FOOTING 1. BASIS OF DESIGN FOR GREEN WALL SYSTEM IS GREENSCREEN 3" WIDE - WALL AND FENCES PRODUCTS, HTTPS://GREENSCREEN.COM CONTACT: CATHY ROBERTS P: 310-853-7133 GREEN WALL ENLARGEMENT PLAN SCALE: 1" = 5' GREEN WALL TYPICAL ELEVATION 1 SCALE: NTS ANCHOR QEA CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS 3" OD POST, TYP PANELS ATTACHED TO EMBEDDED POST PANEL ATTACHMENT CONDITION 1 (TYP) PANEL ATTACHMENT CONDITION 2 (TYP) 6" CURB AROUND PLANTING AREA, TYP EXISTING GRADE VERIFY IN FIELD 8' W PANEL TYP 1 OF 2 7'-6" W PANEL TYP 1 OF 3 7'-10" O.0 TYP POST / SPACING / 7 2 W PANEL TYP 1 OF 1 _ 7 -6 O.0 POST / SPACING 7'-2" 8' W P / O.C. TYP TYP 1 OF 2 POST 6'-8" O.C. SPACING TYP POST SPACING 6'- 4" \ PANEL TYP 1 OF 4 6-10" PANEL TYP 3 1 OF 3 2 GREEN WALL LAYOUT PLAN �O5SCALE: 1" = 5' 2 L010 3 L010 3" OD POST, TYP PANELS ATTACHED TO EMBEDDED POST PANEL ATTACHMENT 2 CONDITION 1 (TYP) L010 PANEL ATTACHMENT 3 CONDITION 2 (TYP) �10 6" CURB AROUND PLANTING AREA, TYP EXISTING GRADE VERIFY IN FIELD GREEN WALL TYPICAL ELEVATION 2 SCALE: NTS REVISIONS REV I DATE I BY I APP'D DESCRIPTION I DESIGNED BY: J. SMALL DRAWN BY: R. FARNSWORTH/C. WEE CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED DATE: JUNE 2023 LEGEND: EXISTING CONTOUR EXISTING ORDINARY HIGH WATER MARK (OHWM) 50-FT OHWM BUFFER/SHORELINE SETBACK 18PROPOSED CONTOUR GREEN WALL CURB NORTH 0 5 10 SCALE IN FEET NOTES: 1. HORIZONTAL DATUM: WASHINGTON STATE PLANE NORTH ZONE, NAD83, U.S. SURVEY FEET 2. VERTICAL DATUM: NAVD88 3. REFER T L010 FOR GREEN WALL PANEL DETAILS CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS CONSTRUCTION MATERIALS ENLARGED PLAN .912 Irma W J z� 0 z O o�c = z0 U u U z w wQ z Nw O N J V N u- = Qz L006 (0) 106/02/23 I RF I JS I ISSUED FOR BIDDING SHEET # 27 OF 123 DIRECTION OF TRAVEL 2-1/2" CLR BOTH SIDES VARIES (SEE PLAN) 6' MAX BETWEEN CONTROL JOINTS f VAKItJ (SEE PLAN) 6' MAX STANDARD PAVING PLAN SAWCUT CONTROL JOINT (SEE DETAIL) 3/16" 1-1/2" DEPTH SAWCUT JOINTS SAWCUT CONTROL JOINT DETAIL CONSTRUCTION JOINT (SEE DETAIL) REMOVABLE EXPANSION 1"R TOOLED 3/8" JOINT CAP OR STRIP CONCRETE WITH SELF LEVELING EDGE (TYPICAL) VARIES PAVING CAULK SAWCUT JOINT d d CRUSHED \/� // ° o 5" , d ° a d 41 \d ° o°000 o`VARIES2 MIN COURSE °°°°°4 q d COMPACTED CONSTRUCTION JOINT DETAIL PAVING SECTION SUBGRADE CONCRETE PAVING SCALE:NTS 2" CLEAR PLANTING BED 1" RADIUS (TYP) FINISH GRADE/TOPSOIL FINISH 'AD 6" I00 0o0oc0o0o0 11= 3" CLEAR (2) #4 REBAR CONT. (TYP) elll— I=III=III=III=III=III= 3" CLEAR 1- I=1 11-1 11-1 ,, I 1-1 11- 2" DEPTH CRUSHED ROCK - 95% COMPACT SUBGRADE SURFACING TOP COURSE CONCRETE MOW STRIP SCALE: 1" = 1.0' ANCHOR NOTE: CONCRETE PAVING SHALL INCLUDE FIBERMESH PER SPECIFICATIONS. CITY OF PORT ORCHAAIJ MARINA PUMP STATION IMPROVEMENTS 3/4" CHAMFER BOTH SIDES 29" MAX EXPOSED HEIGHT %" CHAMFER BOTH SIDES MIN 3" CLEAR EXPANSION JOINT DIMENSION VARIES FINISH GRADE REFER 6" MAX EXPOSED FACE REFER TO GRADING PLAN TO CM PLANS FOR REFER TO GRADING PLAN ADJACENT SURFACE FINISH GRADE REFER TO CONDITION CM PLANS FOR ADJACENT SURFACE CONDITION FINISH GRADE REFER TO CM PLANS FOR ADJACENT JSURFACE CONDITION MIN. 18 / / / / ` 2.5" CLEAR 2 5" CLEAR' e 2" C L R °°°° °°° 2" CSTC #4 REBAR CONT. (TYP OF 2) /�\/ , 3" CLR SUBGRADE, COMPACT TO 95% DRY DENSITY NOTES: WHEN CONCRETE CURB IS ADJACENT TO CONCRETE PAVING, INSTALL PRE -MOLDED JOINT FILLER AT INTERFACE, USE SNAP LOCK FILLED WITH SIKA FLEX SELF -LEVELING CAULK. CONCRETE CURB SCALE: 1" = 1.0' REVISIONS REV I DATE I BY I APP'D I 2" CLR EXPANSION JOINT (TYP.) —� I It- 1'-0" 2" CRUSHED SURFACING TOP COURSE CONT KEY AT CJ Ll 1'-0" MIN 1" ' FINISH GRADE REFER TO • I CM PLANS FOR ADJACENT SURFACE CONDITION www''m �•�•�•�PLACE • ►•••� O.C.• �•••�� _'=F PVC UNDERDRAIN IN GRAVEL �IKFILL FOR DRAINS, PROVIDE MIN. 7 OVER ALL AROUND 2' 1'-0" ___T— #4 AT 12" O.C. HORIZ PROVIDE DOWEL BARS AT 12" O.C. COMPACTED SUBGRADE NOTES 1. PROVIDE EXPANSION JOINT WITH 3/4" CHAMFER AT 10'O.C. MAX. 2. WHEN CONCRETE RETAINING WALL IS ADJACENT TO CONCRETE PAVING, INSTALL PRE -MOLDED JOINT FILLER AT INTERFACE, USE SNAP LOCK FILLED WITH SIKA FLEX SELF -LEVELING CAULK. CONCRETE RETAINING WALL SCALE: 1" = 1.0' 0 N w — w U �O wm m � ow 0a w , 0Q z we z0= z0ui Q J w} zJ 0 z 0 o0c = z0 U LL U z —u w wQ z Nw 0 N J V 0 N L _ Qz DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L007 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED CONSTRUCTION MATERIALS DETAILS DATE: JUNE 2023 SHEET # 28 OF 123 (0) 106/02/23 1 RF I JS I ISSUED FOR BIDDING :0 IJ E # 4 REBAR(6) CONTINUOUS # 4 REBAR 18" O.C. 1'-6" NOTES: DRAINAGE MAT, HOLD 3" BELOW TOP SOIL, TYP SLOPE BASE OF PLANTER TO PROVIDE POSITIVE DRAINAGE BELOW ALL PLANTERS PRECAST CONCRETE SEATWALL (TYP) 2' 4' MANUFACTURER SUPPLIED FLAT BRACKET, BOLT AND WASHER �I 3" 14 v CIP CONCRETE RETAINING WALL 3 L006 KI MANUFACTURER SUPPLIED � /FOOTING BRACKET, BOLT AND 10a `1°° 1/2" CHAMFER WASHER CONTRACTOR SUPPLIED WEDGE./ANCHOR / EXPANSION BOLT � 1 < 1 <u L_ <�' .. 1 FORKLIFT FORK HOLE, BEYOND, TYPICAL OF 2 BENCH PER SECTION CONCRETE SEATWALL DETAIL SCALE: NTS 'C j1 I/'11 CONTRACTORS TO KNOCK OUT BELOW PLANTER AREAS TO N ALLOW FOR POSITIVE DRAINAGE AT ALL PLANTER AREAS, EXACT DESIGN TBD I - 1. BASIS OF DESIGN: CUSTOM PRECAST CONCRETE SEATWALL BY QCP CORP. CONTACT: ANTHONY VARGAS I WESTERN REGIONAL SALE MANAGER, QCP CORP E: ANTHONY.VARGAS@QCP-CORP.COM M: (951) 232-0979 M 19 9°0 _ v v o v a v v v v v MANUFACTURER SUPPLIED FLAT & FOOTING BRACKET, BOLT, AND WASHER (TYP) 1 < , L14 1<L 1 t 1V < / d 1 ' AV , < / L <, L 1 I t <, s ' VI 1 t 1 < / 1 1 , 1 </ 1 V Lt I t <, 1 L IL A `t 1 t I </ L 1 A t 1 </ t< G' <c/ t t 1 ,� t t 1 < ,1 , << A `s 1 < / 1 IL Is A 1 1 _ < / 4! t 4 SEATWALL PLAN 2 SCALE: NTS ANCHOR kz IDEA CITY OF PORT ORCHAAD MARINA PUMP STATION IMPROVEMENTS 1 1 <' ► c t </ <, �1 1<, , L t [ <, t t t 1 < I< I 1 , 1<, [ 1 [ 1 / <c t ' L <t/ It<s, 1 L t 1 1 < ` `1' I t <, f <�1 I L , 1 t <1, , t c <, sL L <r ' s` t ` 1 < I s` < c t le it < ,' % ``'` 1 1 , I LL t< t < , , < ,1 t , < , 1 L t < / t< t 1 < , ' IL CONCRETE SEATWALL PLAN 1 SCALE: NTS 4'-011 Ale • c 1 s sl t " � 1 /L � e, , < / s 1 < <,G c t t It It < , 1 , - , E 4� s «, s t _ < c, L L 1 <I r 1 --------let — 1 — -- 1 — < 01-811 01-811 TYP TYP TYPICAL HOLE FOR FORKLIFT FORKS, 2 PER SEATWALL IN PLACE (TYP) SHADOW LINE BEYOND (TYP) 5 SEATWALL ELEV. 2 SCALE: NTS REVISIONS REV I DATE I BY I APP'D O N s t s <,r , L L s 1 <4 1 <v L 1 , L </ <rt t t 1 <, PLUG FORKLIFT HOLES AFTER PLACEMENT AND SECURING SEATWALL IN PLACE (TYP) 01-811 M � I Ie 1 < / < i c t _ < irL c 1 < q1 t , t<, t t< I, L Q L ' 1 f t 4 t 1 �� ``L �< / t i 1 O 3 SEATWALL ELEV. 1 SCALE: NTS 0 N w — 3: �z w U 5;O w m m� ow Da 0 Q z w d z 0 - z 0 w Q J • W } z J O z 0 o0c = z0 U u- U z —u w wQ z Nw 0 N J � V 0 N U _ Qz DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L008 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED CONSTRUCTION MATERIALS DETAILS DATE: JUNE 2023 SHEET # 29 OF 123 (0) 106/02/23 1 RF I JS I ISSUED FOR BIDDING JOINT ' TO 4' 3' TO 4' JOINT VARIES VARIES 1 1 1/4 NOTES: _ 1. A,3071 1 E3LTS MIN. flD It (TYP)2. 2 1 2 INCH. CONCRETE BARS EMBEDMENT MIN. ONclq 3. PLATE MATERIAL MIN. Tr__ GRIPPING FAIL I � A3 qt (BOTH SIDES} - FAIL POST co 31 " PLATE 4v 40 THICKNESS PLAN MIN, LANDING MIN. LANDING BASE PLATE SEE DETAIL B SEE DETAIL A O JOINT 1 SIDEWALK,- 4 BARS 4 BARS 0 V— " O.C. — E M s 0 c cc t C n ANCHOR .n QEA ti 2"0 STD, STEEL POST TYP 2110 STD. STEEL PIPE (TOP RAIL) 1 1/2"0 STD. STEEL PIPE TYP) VL CONCRETE STEPS SECTION C—C 23" SIDEWALK CONCRETE STEPS CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS i A DETAIL A ,, STD. STEEL PIPE POST 'IPPING HANDRAIL rl 91los STD. STEEL PIPE POST 1 1/2"0 STD STEEL PIPE w 2"0 STD STEEL PIPE POST ��GRIPPING HANDRAIL 1 " STD. SECTION AA STL PIPE 1.1" ASTM A3 — R = 411 DETAIL B 4# 2"0 STD STEEL PIPE OST awaine m ■ va�- 4"0 STD. STEEL PIPE GRIPPING HANDRAIL STD STEEL PIPE SECTION B—B GRIPPING HANDRAIL CONCRETE STEPS AND METAIL HANDRAIL NOTES: SCALE: NTS 1. DETAIL FROM COPO STANDARD DETAIL NO., 342 CONCRETE STEPS AND METAIL HANDRAIL. 2. STEP DIMENSIONS PER PLAN, ALL STEPS SAME DIMENSIONS, WITHIN 3/8 IN. MAX DIFFERENCE. 3. RISERS 7-1/2 IN. MAX, 5 IN. MIN. 4. TREADS: 12 IN MAX, 11 IN. MIN, WITH TRANSVERSE 0.01 FT. / FT. SLOPE. 5. REINFORCEMENT BARS SHALL MEET THE REQUIREMENTS OF ASTM A-615, GRADE 60 AND ARE REQUIRED FOR 4 STEPS OR MORE. 6. MAX. VERTICAL DISTANCE BETWEEN LANDINGS IS 12 FT. REVISIONS REV I DATE I BY I APP'D ON w- w V 5;O w °O m � O w ~ V 0Q w 0 0 z we z0_ z0Lu Q V W J Z� Oz = O oc u LLO z -u w wa z N w O N J U L _ az DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L009 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED CONSTRUCTION MATERIALS DETAILS DATE: JUNE 2023 SHEET # 30 OF 123 (0) 106/02/23 1 RF I JS I ISSUED FORBIDDING N _ 1-78* O.D. LINE POSTS (TYP.) 9—CA. ALUM. 'MRE LIES 0 12" O.C. (FOR OALV. FENCING OR 9-GA. 1ATH 11- A. CORE WIRE (FOR COLOR COATED FENCING TYP.) II I I' I�}I I I II I i li 4k i1 1IG111-11-11-11-Il PI1-11—Ill1-11-11o1J BOTI'Om OF FA13RI 1-1 2- (MAX.) ABOVE FINISHED GRADE (TYP.) CHAINLINK FENCE DETAIL SCALE: NTS DIRECTION OF TRUSSES AP I EL CAN BE ROTATED HORIZTONAL APPLICATION S Fn + IF NFFI)Fn Fn+ IF NFF[)Fn TOTAL NUMBER OF CLIPS VARIES BY PANEL SIZE: 66: < (4) PER PANEL 68"-120" (6) PER PANE; 122" > CLIPS PER PANEL FOR PANELS ABOVE 20' ADD (2) CLIPS TO THE TOTAL ABOVE DUE TO INCREASED WIND LOADS EXPOSED EDGES REQUIRE TRIM. SELECT EITHER #5105 OR #5104 TRIM COLOR: ALL FENCING MATERIAL AND HARDWARE SHALL BE BLACK VINYL COA KNUCKLED SELVAGE 0 TOP & BOTTOM (TYP.) 1-5/e O.D, TOP RAIL (TYP.) BALL CAP 1ATH SET SCREW OR SPOT WELDED TYP.) TERMINAL OFF CORNER POST 2-3/8- O.D. SCH.40 GALS+. 2-* MESH CHAIN UNK FABRIC 8 GA./9 CA. COPE VARE (FOR COLOR COATED FENCE) 9 GA. (FOIE GALV. FENCE) TENSION BAR (TYP.) TENSION BAR BANDS/CUPS @ 12' ill (TYP-) TENSION WIRE NTH 6 GA. O.ALV, W)G RINGS 0 le O.C. (TYP.) SLOPE TO DRAIN (TYP.) FINISH GRADE A. A 112" SEE MOUNTING CLIP WALL MOUNTED SECTION CLASS "V CONCRETE FOOTING, DEPTH VARIES DEPENDING ON SOIL CONDITIONS (' MIN. TW.) COMPACTED TYPE 1 (58" MINUS CRUSHED ROCK BASE (TYP.) ALIGN TOP OF PANEL WITH TOP OF PLINTH SLAB TYP 3 314" - 5 1 /4- MOUNTING CLIP WALL MOUNTED SECTION GREEN WALL PANEL ATTACHMENT DETAIL - CONDITION 2 SCALE: NTS ANCHOR QEA CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS IX5T'G. IXINCREfE OR k1A54NRY WALL SPACER - 1/2 x 1 1 /2" DIA. — BLACK IJ HMI W PLASTIC, Ci TYP. - DTANS ON ANCHOR BY OTHERS - M Ill_ 550 LBS. PULL OUT MCU NTING CLIP, TYP_ - J' THICK P AlELi. TV, I t 3" THICK PANEL, TYP. PLAN I VERTICAL PANEL MAXIMUM 48'' IN 2' INCREMENTS POST TO POST CLEAR = PANEL LENGTH +1 ", TYP. NOTE; IF a E5I RED WALL OFFSET IS CP EA TER THAN 2 1 /4�1 SEE #5132G CUP OR #5159STAND—OFF BRACKET FOR M OU N T'IN G OPTIONS. REV I DATE I BY I APP'D POST TO POST CENTERS = PANEL LENGTH +4", TYP. 'r NEL LENGTH +1 ". TYP. 3" SQUARE STEEL POST W/ POST CAP, TYP. CHANNEL TRIM AT TOP OF EDGE PANEL SNAP CLIPS W/ (2) STAINLESS STEEL SCREW, TYP. PANEL EDGE TRIM 3" THICK PANEL, TYP. STEEL EDGE TRIM AT BOTTOM EDGE OF PANEL FINISH GRADE VARIES, VERIFY CONDITION IN FIELD Edge trim optional 41 3" round tube steel rr it , I tivY + I2) stainless ste ci self-tapping TEK screws 3" Thick + green° nscreepanel ~� ;. i+r 5133XSnapClip PLAN `4 Hoci clip on back Additional panel where occurs panel wire +rotate NOTE: Trim is now optional untffclip'snsps"lntn at panel edge next to post position 112" ELEVATION Typical Post Cap (2) stainless steel self -tapping TEK screws Use second screw after aligning screen. Snap Clip Edge Trim 3" round tube steel GREEN WALL PANEL ATTACHMENT DETAIL - CONDITION 1 SCALE: NTS WALL MOUNTING INSTRUCTIONS 1. USING A LEVEL, TEMPORARILY HOLD THE PANEL IN PLACE AND MARK THE CORNER LOCATIONS ON THE WALL 2. HOLDING THE MOUNTING CLIPS AT HTE DESIRED LOCATION ON THE PANEL, MEASURE THE EXACT DISTANCE OF THE SCREW HOLES TO THE CORNERS. USING YOUR CORNER MARKS FROM STEP #1, CARRY OVER THE NEW DIMENSIONS AND REFERENCE THE SCREW HOLE LOCATIONS ON YOUR WALL 3. DEPENDING ON THE SUBSTRATE, PRE -DRILL HOLES FOR MOUNTING CLIPS. FOR CONCRETE AND MASONRY WALLS, SET EXPANSION ANCHORS, AND THEN MOUNT CLIPS TO WALL. ANCHORS SHOULD HAVE A 550LB. MIN. PULL-OUT VALUE 4. HANG THE PANEL ON THE CLIPS 5. REPEAT STEPS 1-4 AS NEEDED, PRE -INSTALLING AL CLIPS IS NOT RECOMMENDED DUE TO PANEL GROWTH. PANEL SIZES ARE NOMINAL - ACTUAL PANEL SIZE MAY VARY +1/8" IN WIDTH AND LENGTH. ADD +1/16" PER EDGE OF TRIM 6. REFER TO DETAIL 5/1-015 DOE VINE ATTACHMENT AND PLANTING GUIDELINES RECOMMENDATIONS: 1. MOUNT PANELS 6" ABOVE FINISHED GRADE, OR PER SHOP DRAWINGS 2. WEAR GLOVES WHEN HANDLING PANELS 3. CUTTING PANELS IN THE FIELD IS NOT RECOMMENDED. IT IF IS NECESSARY, HOWEVER, USE TOUCH UP -PAINT. REVISIONS oN w- wU 5;o wm mz ow oa oQz we z0= z 0 w Q J • 11111002 w} zJ O z = oor 0 u z "U Ill w Q z Nw N J O � V DN I1 = Qz DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L01 0 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED CONSTRUCTION MATERIALS DETAILS DATE: JUNE 2023 SHEET # 31 OF 123 (0) 106/02/23 I RF I JS I ISSUED FOR BIDDING PLASTIC LANDSCAPE EDGING ON THE TURF SIDE, TOP OF EDGING TO BE FLUSH W/ FINISH GRADE M E 2 a M ti 00 u 0 2 0 Ln ti ON THE REINFORCED TURF SIDE, TOP OF EDGING TO BE MAXIMUM OF 1/2" ABOVE SURFACE OF MATERIAL 8" STEEL STAKES TO SLIDE THROUGH PRE -PUNCHED HOLES ON THE EDGING REINFORCED TURF EU(3IN(3 NU I E6: 1. 20' SECTIONS TO UTILIZE (5) 8" STEEL STAKES. 2. MINIMUM WALL THICKNESS OF 0.65". 3. COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTING. 4. CONNECTION BETWEEN SECTION TO UTILIZE MANUFACTURER'S SLIDING CONNECTION SYSTEM. 5. CORNERS - BEND EDGING AND FORM A CONTINUOUS CORNER. EDGING ENLARGEMENT TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RING GRASSPAVE2 (OR APPROVED EQUAL) ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 (OR APPROVED EQUAL) CRUSHED ROCK SURFACING BASE COURSE GRASS PAVING ENLARGEMENT STE.ELWPUTE 1k] we wr IF- FRFF LE I TAM I T'fP r <D Mf L plitf - ASrW A S3, J*S 3 kum 1 ■ 1 1 ?;.r- go STEEL PLATE MM NUift 0 E R & LI P C '- REMOVEABLE BOLLARD SCALE: NTS SEE EDGING ENLARGEMEI REINFORCED TURF PAVING SCALE:NTS FI OA J t LY� WD&YAS GRAM i.2 V ~' ,■��,�7y�� 1pp7��T��' �yy ��' r FVECRM T JX 4 D. a' LEI E M0I L.M, FREE r PkA34lkU JrkTERDJ- - PLAN 19.7" 6.6" 9.8" ovEcn4N 41- PEi S•f1 8C9q;lLE r,a 9wDom - 4 uo i� 1 Ar + I TAr SO LARE P:LA1<E 1103 F P%I SPECIFICATIONS UNIT SIZE - 20" X 20" X 1" STANDARD ROLL SIZES 3 OZ. OR 4.5 POUNDS J PSI ;STANDARD) 'ITH SOME R RECYCLED CONTENT) EQUAL) SQUARES >SPAVE2 (OR 4L) SQUARES J JFORCEMENT ENLARGEMENT OR MANUFACTURER D SOIL MIX BELOW RING RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) D CRUSHED SURFACING SE 95% MODIFIED TENSITY MAX DRY DENSITY %,uivirH�;TED SUBGRADE 4 PLAN VWW DEHMT1trw QF PEOLE13TRU" 8t--r CU MqAFFIC o:= JPA "r A.S EM EGL v V&-M A IaR&T •M Lr URdX OA F Er' Y Ill L L-Dr4 11:8 AC DEFT AE} ESQ VER FrLA TE - 1w pure - ■ASE AS St IVIRLY REVISIONS T�- 54LL+AE PLA a-L 4 in Lu w - JG 1% sl Dm 1 mr P&Aiffi d w— fj" I i 1Ar .� e 117 CChhFfR PLATE IT PLATE 1 T I 1 lw IIIIIIIIIIIIIW- II IIAI *I' VW PLA-M r Pr r- — r--p • m r % %ho +mr-i -i k 1. SC H EJa LLE AO TO T UP RLLAIE � DRAW HKE a 1 i F PLAA EME PLATE ANCHOR QEA �` �'`� CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS REV DATE BY APP'D DESCRIPTION DESIGNED BY: J. SMALL DRAWN BY: R. FARNSWORTH/C. WEE CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED DATE: JUNE 2023 (0) 06/02/23 RF JS ISSUED FOR BIDDING * 1-4 E-. MIjL4. WRFC. Z 5rm OiA TE W AND FACE CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS CONSTRUCTION MATERIALS DETAILS 0 N C\W \W u / O W m m � O ,z ~ u oQ oQz W zo= zoo Q u J • W J z z O = O or O u z Lu W Q LL z L,!W O N J � V D N u _ Qz LO 11 SHEET # 32 OF 123 RUBUS CALYCINOIDES SYMPHORICARPOS ORBICULATUS KALMIA LATIFOLIA VACCINEUM OVATUM KALMIA LATIFOLIA KALMIA LATIFOLIA VACCINEUM OVATUM RUBUS CALYCINOIDES / SYMPHORICARPOS ORBICULATUS / / i' / / II ANCHOR IDEA // 0 0 o o 000 000 0000000000 °0°000°0000000 °_ �0 \v / 0p° 000000p • 00000 00000 000000 0000 000000 00 p0 °0000 / o° 1 � — — J \ ERIOPHYLLUM LANATUM �� I CAREX MORROWI \ \ CAREX PANSA \ I CAREX TESTACEA \ r ,*,--LAWN HYDROSEED \ \ \ \ I I \ I I \ I I RUBUS CALYCINOIDES \\\ II I \ � _ 1 • 'r KALMIA LATIFOLIA I VACCINEUM OVATUM / • . I \ I \ I �\ 1 \ I KALMIA LATIFOLIA I \ VACCINEUM OVATUM RUBUS CALYCINOIDES SYMPHORICARPOS ORBICULATUS I � \ I \ \ \ I I \ I I CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS CLEMATIS ARMANDII RUBUS CALYCINOIDES O L_ 2 L013 J COMMON NAME SCIENTIFIC NAME SIZE SPACING QUANTITY 2 L014 SHRUBS DWARF MOUNTAIN LAUREL Kalmia latifolia "Elf' 2 gal. AS SHOWN 25 EVERGREEN HUCKLEBERRY Vaccineum ovatum 2 gal. AS SHOWN 16 rl, 3 �14 EL CM CP CT GRASSES AND PERENNIALS COMMON WOOLY SUNFLOWER Eriophyllum lanatum 1 gal. AS SHOWN 29 ICE DANCE JAPANESE SEDGE Carex morrowi 'ice dance' 1 gal. AS SHOWN 49 SAND DUNE SEDGE Carex pansa 1 gal. AS SHOWN 49 NEW ZEALAND HAIR SEDGE Carex testacea 1 gal. AS SHOWN 40 �14 0 GROUNDCOVERS CREEPING BRAMBLE Rubus calycinoides 4-inch pot AS SHOWN 194 CORAL BERRY Symphoricarpos orbiculatus 4-inch pot AS SHOWN 65 4 L014 O VINES rRMAND'S CLEMATIS Clematis armandii 4-inch pot AS SHOWN 15 REVISIONS REV I DATE I BY I APP'D GRi LEGEND: EXISTING CONTOUR EXISTING ORDINARY HIGH WATER MARK (OHWM) 50-FT OHWM BUFFER/SHORELINE SETBACK 18 PROPOSED CONTOUR PROPOSED CONCRETE RETAINING WALL ® PROPOSED PRECAST CONCRETE BENCH ® POROUS FLEXIBLE PAVING CONCRETE MOW STRIP HANDRAIL STEEL RAILING GREEN WALL LAWN HYDROSEED DETECTABLE WARNING PATTERN CONCRETE PAVING 0 ASPHALT PAVING MOVEABLE PLANTER o BOLLARD NOTES: 1. HORIZONTAL DATUM: WASHINGTON STATE PLANE NORTH ZONE, NAD83, U.S. SURVEY FEET 2. VERTICAL DATUM: NAVD88 3. REFER TO L013 FOR PLANTING DETAILS 4. FOR COMPLETE QUANTITIES REQUIRED CONTRACTOR TO INCLUDE QUANTITIES SHOWN ON L011 AND PLANTING QUANTITIES ON ENLARGED AREAS SHOWN ON L012. oN w 3: w� 5o wm m� ow 0 oQ oQz we zo= z 0 w V Q J �zm NORTH w J 0 20 40 o z o� SCALE IN FEET z u- o ,y, w Q Nw z N J V � D N u _ Qz DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L01 2 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED PLANTING PLAN DATE: JUNE 2023 SHEET # 33 OF 123 (0) 106/02/23 I RF I JS I ISSUED FOR BIDDING E .wAgpm 0403*710A %ENJ,dmk .Ngw �901!gG i m �I�% laWr. SYMPHORICARPOS ORBICULATUS (TYP) RUBUS CALYCINOIDES (TYP) CAREX PANSA (TYP) I CAREX TESTACEA (TYP) CAREX MORROWI (TYP) ERIOPHYLLUM LANATUM (TYP) VACCINEUM OVATUM (TYP) ■ ■ �\ KALMIA LATIFOLIA 'ELF (TYP) COMMON NAME SCIENTIFIC NAME SIZE SPACING 2 L013 SHRUBS DWARF MOUNTAIN LAUREL Kalmia latifolia "Elf 2 gal. AS SHOWN EVERGREEN HUCKLEBERRY Vaccineum ovatum 2 gal. AS SHOWN rl, 3 �13 EL CM CP CT GRASSES AND PERENNIALS COMMON WOOLY SUNFLOWER Eriophyllum lanatum 1 gal. AS SHOWN ICE DANCE JAPANESE SEDGE Carex morrowi 'ice dance' 1 gal. AS SHOWN SAND DUNE SEDGE Carex pansa 1 gal. AS SHOWN NEW ZEALAND HAIR SEDGE Carex testacea 1 gal. AS SHOWN �13 O (2) GROUNDCOVERS CREEPING BRAMBLE Rubus calycinoides 4-inch pot AS SHOWN CORAL BERRY Symphoricarpos orbiculatus 4-inch pot AS SHOWN 4 L013 o VINES ARMAND'S CLEMATIS Clematis armandii 4-inch pot AS SHOWN NOTES: 1. REFER TO L011 FOR QUANTITIES ANCHOR kz IDEA PLANTING BED ENLARGEMENT PLAN SCALE: 1" = 5' NOTES: 1. REFER TO L013 FOR PLANTING DETAILS CITY OF PORT ORCHAAIJ MARINA PUMP STATION IMPROVEMENTS REVISIONS REV I DATE I BY I APP'D \ /'I EKAATIC AnKAAAIE\II /T\/n% GREEN WALL ENLARGEMENT PLAN SCALE: 1" = 5' NOTES: 1. REFER TO L013 FOR PLANTING DETAILS 2. REFER TO DETAIL 4/1-013 FOR VINE o �' INSTALLATIONS L �o wm m� ow ~ U 0 Q oQz we z0= OLu Q J �zm W J z O z O o�c = zo U LL U z -u w wQ z Nw O N J V DN L_ Qz DESCRIPTION DESIGNED BY: J. SMALL DRAWN BY: R. FARNSWORTH/C. WEE CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED DATE: JUNE 2023 CITY OF PORT ORCHARD MARINA PUMP STATION IMPROVEMENTS L01 3 SHEET # 34 OF 123 PLANTING ENLARGED PLAN (0) 106/02/23 1 RF I JS I ISSUED FOR BIDDING 2 a 5 0 3 Ln m TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL INISH GRADE " TYPE A TOPSOIL OVER " ON -SITE SALVAGED(D-8 'OPSOIL %" .., , m. (PER PLANT SCHEDULE L-5) GROUNDCOVER, PERENNIAL, AND ORNAMENTAL GRASS PLANTING SCALE: NTS J J Q m O O ry LL O n w 0 2X ROOTBALL WIDTH GREEN WALL VINE DETAIL SCALE: NTS ANCHOR IDEA ACH VINE WITH ;SERY GRADE VINE ]ESIVE. SECTION 32 0 LL ;H DEEP LAYER OF �H FION 32 93 00 ACENT PAVING )TBALL KFILL MIX .RIFY AND TAMP IVE SOIL UNDER )TBALL TO A MINIMUM DEPTH OF 6 INCHES, SLOPE BOTTOM OF PIT AWAY FROM WALL. CITY OF PORT ORCHAAD MARINA PUMP STATION IMPROVEMENTS B&B OR CONTAINERIZED SHRUB (TYP)--""\ MIN. 3" MULC ROOTBALL + + + DEPTH + + + + UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) ROOTBALL + l'-0"MIN ALL SIDES SHRUB PLANTING SCALE: NTS REVISIONS REV I DATE I BY I APP'D SET ALL PLANTS AT NURSERY LEVEL (TYP) SHRUB PLANTING PIT PREPARATION = ROOTBALL DEPTH & WIDTH PLUS 1'-0" ADDITIONAL ALL SIDES -FINISH GRADE Z6" TYPE A TOPSOIL OVER 6" ON -SITE SALVAGED 5 + TOPSOIL ,�. L-8 —REMOVE CONTAINER COMPLETELY OR REMOVE BURLAP FROM TOP 3 OF ROOTBALL. REMOVE ALL WIRE AND STRING. All ., luuuliiiuuuuuuuuui .. .. IF 2/3X '/I RECOMMENDED SPACING (SEE PLANT SCHEDULE L-6) ® ACTUAL PLANT LOCATIONS CONTINUOUS OUTER ROW AT X FEET ON CENTER. 2/3X FEET SETBACK FROM EDGE OF PLANTING BED WITH TRIANGULAR SPACING INSIDE BED (TYP) DGE OF PLANTING BED DGE OF PAVEMENT NOTES: APPLY PLANTING PATTERN FOR SHRUB, GROUNDCOVER, GRASS, AND PERENNIAL PLANTINGS 3 PLANTING PATTERN SCALE: NTS 0 N W - W U �o W m m� ow ~ U 0a oQz W d z0= z0D Q J W J z 0 Oz 0 o0c = z0 U u- U z W W Q z N W 0 N J __j V 0 N U _ Qz DESCRIPTION DESIGNED BY: J. SMALL CITY OF PORT ORCHARD L014 DRAWN BY: R. FARNSWORTH/C. WEE MARINA PUMP STATION IMPROVEMENTS CHECKED BY: J. SMALL APPROVED BY: J. SMALL SCALE: AS NOTED PLANTING DETAILS DATE: JUNE 2023 SHEET # 35 OF 123 (0) 106/02/23 1 RF I JS I ISSUED FOR BIDDING < - 1 0 / (D a oS < o FO ® _ ID 10 ra %T/T//7/7/T/T/, /717 _ PORT OFFICE pM BUILDING EMERGENCY STORAGE TRAFFIC CONTROL PLAN 1" = 20' • Y �,LAUNDR / BUILDING LEGEND Sz CLASS B CONSTRUCTION SIGN ® TYPE 3 BARRICADE WITH WARNING LIGHTS AND MOUNTED SIGN(S) SPOTTER INTENDED TRAFFIC FLOW TEMPORARY TRAFFIC ARROW STRIPING TRAFFIC CONTROL NOTES: 1. THESE TRAFFIC CONTROL PLANS ARE CONCEPTUAL IN NATURE AND ARE INTENDED TO ASSIST THE CONTRACTOR AND CITY IN DEVELOPING THE WORK PLAN FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS AND FORMULATING A MORE DETAILED TRAFFIC CONTROL PLAN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, 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. 3. ANY INTERRUPTION OF TRAFFIC FLOW ON CITY STREETS MUST FOLLOW A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED WHEN NOT IN USE. 5. ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE NEEDED AT DRIVEWAYS OPEN DURING CONSTRUCTION WORKING HOURS. FLAGGERS SHALL NOT BE USED. CONTRACTOR SHALL PROVIDE SUFFICIENT LABORERS TO DIRECT CONSTRUCTION EQUIPMENT WITHIN THE WORK ZONE. 6. CONTRACTOR TO COORDINATE WITH CITY TO NOTIFY PUBLIC OF PARKING LOT CLOSURE TIMELINE WITH NO PARKING SIGNS IN ADVANCE OF CLOSURE. SIGN SPACING = X RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' (2) 1. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. 2. THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 35 / 45 30 60 25 / 30 20 40 *DEVICE SPACING SHALL BE 1 /2 DISTANCE FOR OPPOSING TRAFFIC DIRECTIONS MINIMUM LANE CLOSURE TAPER LENGTH = L (FEET) LANE WIDTH POSTED SPEED (MPH) (FEET) 30 35 40 10 150 205 270 11 165 225 295 12 180 245 320 *WHEN SHIFTING LANES TAPER SHALL BE AT LEAST 0.5L BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 30 35 40 LENGTH (FEET) 200 250 305 BUFFER VEHICLE ROLL AHEAD DISTANCE = R TRANSPORTABLE ATTENUATOR: MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION. PROTECTIVE VEHICLE: MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD THE WORK AREA. of �Tv-'S' ' SSONAL � SIGNED: 0610212023 am =V (D 0 � � 0 z a_ O 0 cj) CW Q> W W W U �i f1r (D li Z 0 0 0o of 0 0 0 CV " Li L6 0 w V) w � - 0 0 O M tQi� a N (V 0 00 (D o U- � Y w W � C Z W W � z J a J O z O u u LL LL a oc W W 'I m ofz 'WO®®® SCALE: SHOWN ill ®®®® o 2"DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: T001 36 123 RH2 � of wasgJ c� 0 g � 44672 GISTY-S 1 S'rONAL SIGNED: 0610212023 ODOR CONTROL ROOM EXHAUSTFAN 8-12" CURB HEIGHT OR PER MANUFACTURER'S DIESEL PUMP REQUIREMENTS ODOR CONTROL ROOF ODOR CONTROL ROOF ODOR CONTROL DIESEL PUMP EXHAUST VENTILATION PIPE ROOM EXHAUST FAN VENTILATION PIPE EXHAUST PROPOSED WALL 32.31 BATHROOM FAN SIDING MATERIAL Z ROOF PEAK 1 12 12 1 w a 29.50' PROPOSED BLACK STANDING w TOP OF WALL, SEAM WALL CLADDING O � - TYP. acn a O~ z0 23.83' a- TOP OF DOOR, TYP. �.,.,� - > L104 L103 D102 O J w L102 L101 J -- = ==--------- LL z 16.50' -- --___-_- w 0 TOP OF SLAB, TYP. H VZ �a 12.50' J FINISHED GRADE, TYP. r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\ SOUTH ELEVATION WEST ELEVATION Y4A Y° _ —o � W u- o co 0 z m 0 c� 0 0 U Q Z a_ 0 a of O (n a w W w W CO Z 0 m z N oN Ow o L6 v o a w U) W O Q O M n a N W O ¢O H U � c w � zW a W SCALE: SHOWN all r 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: Al 02 38 123 8"2 DF WAShI a 0 h � 44672 O GISTS SSIONAL SIGNED: 0610212023 ODOR CONTROL ROOF VENTILATION, SEE DWG NO. M702 cn 12 12 1 1 w a O V� 0cn Z Z Q QO z — o F D103 L109 L108 D101 D105 D104 L1 Q J W Q LL Z -- - Lu 0 to 16 VZ �Q J cn o� EAST ELEVATION NORTH ELEVATION W � s 2E W cc o m c5 z 0 C7 0 0 2 U Q V% Z U O d of O (n a W ¢ w W z 0 0 m z N N O L6 U5 a w � U) U w S c(J co a (V N O Q C9 H U � w w o 0 w SCALE: SHOWN oll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A103 39 j F123 FACING NW OBLIQUE NOT TO SCALE NOTE: CONCEPTUAL RENDERING SHOWN IS BASED ON PRELIMINARY DESIGN MODELS AND IS INTENDED FOR VISUALIZATION PURPOSES ONLY. SOME ELEMENTS OF THE WORK MAY DEVIATE FROM THAT SHOWN ABOVE. A I FACING SW OBLIQUE NOT TO SCALE to exit on Cirino., Awn LL o 0 z m 0 quo ■ ftiA �~ ` l 41 New �_�� •r -Viewin BuildingZ .Plaza 01 : y � 4L FACING SE OBLIQUE NOT TO SCALE SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A104 40 123 DOOR AND FRAME SCHEDULE DOOR FRAME DOOR NO. TYPE SIZE MATERIAL LOUVER SIZE MATERIAL NOTES WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT D101 1 3'-0" 7'-2" STEEL - - 3'-4" 7'-4" STEEL - 902 2 6'-0" 7'-0" STEEL - - 6'-8" 7'-4" STEEL - D103 1 3'-0" 7'-2" STEEL - - 3'-4" 7'-4" STEEL - D104 1 3'-0" 7'-2" STEEL - - 3'-4" 7'-4" STEEL - D105 1 3'-0" 7'-2" STEEL - - 3'-4" 7'-4" STEEL MAG LOCK SYSTEM NOTES: 1. SEE DIVISION 8 OF THE SPECIFICATIONS FOR HARDWARE GROUP SCHEDULE. 2. ALL DOORS TO HAVE PANIC HARDWARE. 2" FRAME, TYP. ND TYPE 1 FF HE FRAME WIDTH AME IGHT TYPE 2 ACCESS HATCH SCHEDULE OPENING WIDTH x FRAME H-20 ATCH NO LOCATION HINGE GUTTER ACCESSORIES NOTES GASKET MATERIAL RATED SIDE LENGTH H101 WET WELL 72" x 48" ALUMINUM NO NO RECESSED PADLOCK HASP NON-DRAINABLE FRAME ODOR TIGHT WITH HINGED COVER H102 0 DRY WELL 84" x 72" ALUMINUM YES NO RECESSED PADLOCK HASP NON-DRAINABLE FRAME STANDARD WITH HINGED COVER H2O1 EMERGENCY 84" x 48" ALUMINUM NO YES RECESSED PADLOCK HASP NON-DRAINABLE FRAME ODOR TIGHT STORAGE WITH HINGED COVER H2O DRY WELL 42" x 252" ALUMINUM YES NO DEADBOLT LOCK (KEYED EXTERIOR, THUMB INTERIOR) NON-DRAINABLE FRAME STANDARD H2O EMERGENCY 48" x 48,, ALUMINUM NO YES RECESSED PADLOCK HASP NON-DRAINABLE FRAME ODOR TIGHT STORAGE WITH HINGED COVER H301 VALVE VAULT 108" x 72" ALUMINUM YES YES RECESSED PADLOCK HASP NON-DRAINABLE FRAME STANDARD WITH HINGED COVER H30 VALVE VAULT 48" x 48" ALUMINUM YES YES RECESSED PADLOCK HASP NON-DRAINABLE FRAME STANDARD WITH HINGED COVER ACCESS HATCH NOTES: 1. ALL ACCESS HATCHES SHALL HAVE SAFETY GRATES UNLESS NOTED OTHERWISE. 2. MULTIPLE LEAF HATCHES ARE ACCEPTABLE TO MEET THE OPENING DIMENSIONS. LOUVER AND DAMPER SCHEDULE LOUVER NO.L101 DESCRIPTION AIR DIRECTION MANUFACTURER MODEL NUMBER SIZE DAMPER FLOW RATE NOTES ODOR CONTROL ROOM INTAKE POTTORFF EAA-845 24"X24" MOTORIZED 330 CFM @ .151N WG 16" MOUNTING SLEEVE L102 WET WELL INTAKE POTTORFF EFD-445 24"X24" MOTORIZED 1200 CFM © .151N WG 12" MOUNTING SLEEVE AND BACKDRAFT DAMPER L103 EMERGENCY PUMP ROOM INTAKE POTTORFF EAA-845 60"x120" GRAVITY 14018 CFM ® .151N WG 16" MOUNTING SLEEVE 04 EMERGENCY PUMP ROOM INTAKE POTTORFF EAA-845 30"x120" GRAVITY 6750 CFM ® .151N WG 16" MOUNTING SLEEVE L105 EMERGENCY PUMP ROOM INTAKE POTTORFF EAA-845 30"x120" GRAVITY 6750 CFM ® .151N WG 16" MOUNTING SLEEVE L106 DRY WELL ENTRANCE INTAKE POTTORFF EFD-445 12"x12" MOTORIZED 500 CFM @ .151N WG 12" MOUNTING SLEEVE AND BALANCING DAMPER L107 ADA BATHROOM INTAKE POTTORFF EFD-445 12"x12" MOTORIZED 70 CFM @ .151N WG 12" MOUNTING SLEEVE L108 EMERGENCY PUMP ROOM EXHAUST POTTORFF EAA-845 42"x120" GRAVITY 9670 CFM ® .151N WG 16" MOUNTING SLEEVE L109 EMERGENCY PUMP ROOM EXHAUST POTTORFF EAA-845 36"x120" GRAVITY 8242 CFM ® .151N WG 16" MOUNTING SLEEVE L110 DRY WELL ENTRANCE INTAKE ACME IV 24"x24" MOTORIZED 3800 CFM ® .151N WG BALANCING AND BACKDRAFT DAMPER, SEE FAN NOTE 6 LOUVER NOTES 1. CHANNEL FRAME FLUOROPOLYMER COATED EXTRUDED ALUMINUM WITH FACE MOUNTED STAINLESS STEEL INSECT SCREEN. 2. PROVIDE LOUVER WITH LONG SLEEVE TO ACCOMMODATE DAMPERS. FAN SCHEDULE FAN FAN NO. ROOM FLOW FLOWRATE MANUFACTURER MODEL NOTES TYPE F101 BATHROOM EXHAUST CEILING 105 SCFM GREENHECK SP-AP0511W 1,2,3,4,E F301 ODOR CONTROL ROOM EXHAUST ROOF 473 SCFM GREENHECK G090 1,3 F401 DRY WELL EXHAUST ROOF 4790 SCFM GREENHECK LB-18-15 1,3,5,7 FAN NOTES 1. PROVIDE GRILLE MOUNTED TO BOTTOM OF FAN FLUSH WITH CEILING 2. PROVIDE ROOF CAP, GREENHECK GRSF-10 OR EQUAL 3. PROVIDE INTEGRATED MOTORIZED BACK DRAFT DAMPER 4. FANS SHALL BE CONTROLLED VIA TIMER AND MANUAL OVERRIDE WALL SWITCH 5. PROVIDE ACME 40"X40" EV VENTILATOR OR EQUAL 6. IMC STATES THAT WATER CLOSETS REQUIRE 70 CFM OF INTERMITTENT AIR FLOW. 150% OF 70 CFM IS 105 CFM. 7. PROVIDE CONTRACTOR DESIGNED ELEVATED BENCH ABOVE UNIT. PROVIDE 6 INCHES OF CLEARANCE FROM UNIT ON ALL SIDES AND TOP. PROVIDE A MINIMUM OF 3.5 SQUARE FEET TOTAL OF CLEAR OPENINGS ON SIDES. DESIGN SHALL PREVENT TAMPERING OF INTAKE/EXHAUST UNITS. ASSEMBLY SHALL FACILITATE REPEATED REMOVAL OF PANELS FOR MAINTENANCE WITHOUT DAMAGE. HEAT PUMP SCHEDULE No. Room MANUFACTURER INDOOR UNIT MODEL OUTDOOR UNIT MODEL Cooling Capacity (BtuH) Heating Capacity (BtuH) SEER Voltage Weight (Ibs) Indoor/Outdoor PHASE Notes HP-001 ELECTRICAL ROOM MITSUBISHI PKA-A36KA7 PUZ-A36NKA7-BS 36,000 36,000 18.8 208/230 50/220 1 1-10 HP-002 ELECTRICAL ROOM MITSUBISHI PKA-A36KA7 PUZ-A36NKA7-BS 36,000 36,000 18.8 208/230 50/220 1 1-10 HEAT PUMP NOTES: 1. ROUTE CONDENSATE TO OUTSIDE. CONTRACTOR SHALL PROVIDE CONDENSATE PUMP IF REQUIRED. TERMINATE CONDENSATE PIPE 6" ABOVE FINISHED GRADE IN A MANNER THAT ALLOWS THE WATER TO FLOW AWAY FROM THE BUILDING. 2. MOUNT INSIDE UNITS PER MANUFACTURER RECOMMENDATIONS. FOR UNITS NEAR ELECTRICAL GEAR, DISCONNECT MOTORS AND CLOSE VANES ON SIDES OF INDOOR UNITS NEAR WALLS WHICH DO NOT MEET RECOMMENDED CLEARANCES. 3. RATED HEATING CAPACITY IS AT AN OUTSIDE TEMPERATURE OF 17° F. 4. MOUNT OUTDOOR UNITS ON CONCRETE EQUIPMENT PAD. 5. REFER TO INSTALLATION MANUAL FOR MAXIMUM REFRIGERANT PIPE LENGTHS, NUMBER OF ALLOWED BENDS, AND REQUIRED REFRIGERANT CHARGE. 6. REFRIGERANT PIPING IS SHOWN SCHEMATICALLY. CONTRACTOR TO ROUTE REFRIGERANT PIPING FOLLOWING ALL MANUFACTURER INSTRUCTIONS. DO NOT ROUTE REFRIGERANT PIPING ABOVE ANY ELECTRICAL PANELS. 7. STAGE THE UNITS BY THERMOSTAT SETTINGS. UNIT HP-001 TO BEGIN COOLING AT 807, UNIT HP-002 TO BEGIN COOLING AT 85°F. ALL SETTINGS ARE ADJUSTABLE. 8. OR EQUAL UNITS ALLOWED. UNIT EFFICIENCIES MUST BE 15% GREATER THAN THE MINIMUM EFFICIENCY LISTED IN THE CURRENT WSEC TO SATISY EXEMPTION 11 OF SECTION C403.5. CURRENT WSEC MINIMUM SEER IS 14.0. 15% GREATER EFFICIENCY IS 16.1. 9. PROVIDE WALL MOUNTED THERMOSTAT FOR UNIT CONTROL. 10. PROVIDE CONTRACTOR DESIGNED VANDAL PROOF CAGE FOR OUTDOOR UNITS. PROVIDE 6 INCHES OF CLEARANCE FROM UNIT ON ALL SIDES AND TOP. PANELS SHALL BE HIGH STRENGTH WITH MESH OPENINGS NO LARGER THAN 0.5 INCHES. ALL HARDWARE SHALL BE TAMPER RESISTANT. ASSEMBLY SHALL FACILITATE REPEATED REMOVAL OF PANELS FOR MAINTENANCE WITHOUT DAMAGE. SIGNED: 0610212023 V 0 0 0 C� =1' mi t67 c� 0 co co (V N O O CV N N L6 O � O Zl c- LL 0 Z_ 0 00 ry O LL w U) U) W Cn 1 Cn J Q F- LU 0 0 Z a W J W Z U cn z O F= a U co Lu Q 0 z SCALE: SHOWN Oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A105 41 123 ABBREVIATIONS SYMBOL LEGEND -- A -- -- F CONTINUED -- N -- -- S CONTINUED -- --VIEW REFERENCE-- --ANNOTATIONS-- A AMP FIXT FIXTURE N NORTH SST STAINLESS STEEL A/V AUDIO VISUAL FLASH FLASHING NA NOT APPLICABLE ST STREET, AA ART & ACCESSORIES FLR FLOOR NC NOISE CRITERIA, STAIN AB ANCHOR BOLT FMF FLEXIBLE MEMBRANE FLASHING NURSE CALL STC SOUND TRANSMISSION CLASS 1 1 ACST ACOUSTIC(AL) FOB FACE OF BRICK NCAP NURSE CALL ANNUNCIATOR PANEL STD STANDARD A00.00 A00.00 BUILDING SECTION BREAK LINE ACT ACOUSTIC CEILING TILE FOC FACE OF CONCRETE NIC NOT IN CONTRACT STL STEEL ADJ ADJACENT, FOF FACE OF FINISH NO NUMBER STOR STORAGE ADJUST(ABLE) FOM FACE OF MASONRY NOM NOMINAL STRUCT STRUCTURAL AFF ABOVE FLOOR FINISH FOS FACE OF STUD NTS NOT TO SCALE SU SOILED UTILITY LEVEL 1 ELEVATION ALT ALTERNATE FP FIREPLACE SUBFL SUBFLOOR 1 WALL SECTION, 0'-0" LEVEL ALUM ALUMINUM FRP FIBER REINFORCED PANELS SUSP SUSPENDED A00.00 PARTIAL BUILDING APPROX APPROXIMATELY FRTW FIRE RETARDANT TREATED WOOD -- 0 -- SW SWITCH SECTION ARCH ARCHITECT(URAL) FRZ FREEZER 0/ OVER SYM SYMMETRICAL AUTO AUTOMATIC FS FULL SIZE OA OVERALL — 1 GRID LINE FCG FURNITURE-CASEGOODS OC ON CENTER EEL-1 PLAN FSG FURNITURE-SOFTGOODS OCC OCCUPANTS, -- T -- A00.00 DETAIL SECTION NORTH -- B -- FT FOOT, OCCUPANT LOAD, T TREAD, BATH BATHROOM FEET OCCUPANCY TILE BD BOARD FTG FOOTING OD OUTSIDE DIAMETER T&B TOP AND BOTTOM NORTH ARROW BED BEDROOM OFCI OWNER FURNISHED & CONTRACTOR INSTALLED T&G TONGUE AND GROOVE EXTERIOR BLDG BUILDING OFD OVERFLOW DRAIN TEL TELEPHONE 1 ELEVATION BLKG BLOCKING -- G -- OFF OFFICE TEMP TEMPORARY, A00.00 BM BEAM G GROUND OGL OBSCURE GLASS TEMPERATURE REVISION BO BOTTOM OF GA GAUGE OH OVERHEAD TER TERRAZZO CLOUD W/TAG BOB BOTTOM OF BEAM GALV GALVANIZED OPH OPPOSITE HAND THK THICK(NESS) INTERIOR REF JJ�� BOD BOTTOM OF DECK GAR GARAGE OPNG OPENING TI TENANT IMPROVEMENT 1 A00.00 ELEVATION BOF BOTTOM OF FRAMING GB GRAB BAR OPP OPPOSITE TL TOTAL LOAD BOJ BOTTOM OF JOIST GC GENERAL CONTRACTOR ORD OVERFLOW ROOF DRAIN TMPD TEMPERED 0" SPOT BTWN BETWEEN GEN GENERAL TO TOP OF I �I ELEVATION BUR BUILT UP ROOF(ING) GFRG GLASS FIBER REINFORCED GYPSUM TOB TOP OF BEAM i I 1 ENLARGED PLAN, GI GALVANIZED IRON -- P -- TOC TOP OF CURB, A00.00 DETAIL PLAN GL GLASS, P PAINT(ED), TOP OF CONCRETE ��------% --CONSTRUCTION PHASE-- -- C GLAZING PANTRY TOF TOP OF FOOTING, CAB CABINET GLF GLAZING FILM PC PORTLAND CEMENT TOP OF FLOOR, CALC CALCULATION GLULAM GLUE LAMINATED PCC PRECAST CONCRETE TOP OF FRAME \ CB CATCH BASIN, GR GROSS PED PEDESTAL TOS TOP OF SLAB, CORNER BEAD GT GROUT PERF PERFORATED TOP OF STEEL C EXISTING ELEMENT CEM CEMENT GWB GYPSUM WALL BOARD PERM PERMANENT TOW TOP OF WALL LINE STYLES- TO REMAIN CFOI CONTRACTOR FURNISHED & OWNER INSTALLED PERP PERPENDICULAR TR TRANSITION STRIP CIP CAST IN PLACE PF PLUMBING FIXTURE TV TELEVISION — — — — — — BUILDING SETBACK LINE CJ CONTROL JOINT, -- H -- PFP PREPARED FOR PAINT TX TEXTILES CONSTRUCTION JOINT H HEIGHT, PIV POST INDICATOR VALVE TYP TYPICAL CENTERLINE DEMOLITION CL CENTERLINE HIGH PL PLATE, ELEMENT CLG CEILING HB HOSE BIB PROPERTY LINE CLEARANCE CLO CLOSET HC HOLLOW CORE PLAS PLASTER U CLR CLEAR HDR HEADER PLBG PLUMBING UC UNDERCOUNTER, -------------------------- ELEMENT BEYOND CMU CONCRETE MASONRY UNIT HDW HARDWARE PLY PLYWOOD UNDERCABINET, NEW CONSTRUCTION CO CLEAN OUT HGR HANGER PMTL PAINTED METAL UNDERCUT HIDDEN ELEMENT ELEMENT COL COLUMN HM HOLLOW METAL PNT POINT UGND UNDERGROUND CONC CONCRETE HRL HANDRAIL PP POWER POLE UNO UNLESS NOTED OTHERWISE MATCH LINE CONF CONFERENCE HORIZ HORIZONTAL PR PAIR UP UTILITY POLE - - MATCH LINE CONN CONNECT(ION) HR HOUR(S) PREFAB PREFABRICATE UTIL UTILITY SEE 1 / A00.01 CONSTR CONSTRUCTION HVAC HEATING, VENTILATION & AIR CONDITIONING PRELIM PRELIMINARY --MATERIAL SYMBOLS & PATTERNS-- CONT CONTINUE, HWT HOT WATER TANK PRKG PARKING OVERHEAD ELEMENT CONTINUOUS PROP PROPERTY -- V -- ALUMINUM COORD COORDINATE PS PROJECTOR SCREEN V VOLT(AGE) --- --- PROPERTY LINE CORR CORRIDOR -- I -- PSF POUNDS PER SQUARE FOOT VERT VERTICAL CID CEMENT PLASTER IIC IMPACT INSULATION CLASS PSI POUNDS PER SQUARE INCH VEST VESTIBULE BATT INSULATION CPT CARPET IN INCH(ES) PT PRESERVATIVE TREATED, VIF VERIFY IN FIELD CS CONCRETE SEALER INC INCREASE PRESSURE TREATED, VTO VENT TO OUTSIDE CSMT CASEMENT INCL INCLUDE(D), POST TENSIONED VTR VENT THROUGH ROOF BLOCKING, SHIM CTR CENTER INCLUDING PTN PARTITION --TAGS-- INFO INFORMATION PVC POLYVINYL CHLORIDE, INSTL INSTALL(ATION) POLYVINYL CHLORIDE PIPE -- W -- CEILING CEILING TAG BRICK (PLAN VIEW) -- D -- INSUL INSULATION PVD PROVIDE W WASHING MACHINE, HEIGHT D DEEP, INT INTERIOR PVG PAVING WEST, DRYER PVR PAVERS WIDE, CONCRETE DBL DOUBLE WIDTH 100A DOOR TAG DEMO DEMOLISH(ED), -- J -- W/ WITH DEMOLITION JAN JANITOR -- Q -- W/D WASHER & DRYER CMU (PLAN VIEW) DEPT DEPARTMENT JBOX JUNCTION BOX QTY QUANTITY W/0 WITHOUT FIN 1 FINISH MATERIAL TAG DET DETAIL JT JOINT QTZ QUARTZ WB WALL BASE DF DRINKING FOUNTAIN WC WATER CLOSET, CONTINUOUS WOOD FRAMING DIA DIAMETER WALL COVERING F1 FLOOR TAG DIM DIMENSION -- K -- -- R -- WCO WINDOW COVERING DISP DISPOSAL KID KILN DRIED R RISER, WD WOOD —III—III—III EARTH BELOW GRADE DL DEAD LOAD KIT KITCHEN RADIUS WDP WALL/ DOOR PROTECTION FURNITURE, FIXTURE, DN DOWN KW KILOWATT R/S ROD & SHELF WF WIDE FLANGE EQP 1 EQUIPMENT TAG DP DECORATIVE PANEL RA RESTROOM ACCESSORY WH WATER HEATER GLASS (SECTION VIEW) DR DOOR, RCP REFLECTED CEILING PLAN WIC WALK-IN CLOSET DINING ROOM, -- L -- RD ROOF DRAIN WIN WINDOW GL-1 GLAZING TAG DRAIN L LEFT, REBAR REINFORCING BAR WM WIRE MOLD, GRAVEL DS DOWNSPOUT LENGTH, REC RECESSED WATER METER, DW DISHWASHER LINEN, REF REFERENCE, WIRE MESH 01 KEYNOTE DWG DRAWING LONG REFRIGERATOR WO WALK -OFF FLOORING GYPSUM WALL BOARD, DWR DRAWER LAB LABORATORY REINF REINFORCE(D), WP WORK POINT, GYPSUM SHEATHING LAM LAMINATE(D) REINFORCING WATERPROOFING, R1 ROOF TAG LAU LAUNDRY RES RESILIENT WEATHERPROOF -- E -- LAV LAVATORY REQD REQUIRED WPM WATERPROOF MEMBRANE OUT OF PROJECT SCOPE (E) EXISTING LB(S) POUND(S) RET RETAINING WR WATER REPELLENT, ROOM NAME E EAST LID LIGHTING -DECORATIVE REV REVISED, WATER RESISTANT ROOM TAG EA EACH LDG LANDING REVISION WRB WATER RESISTANT BARRIER 100 PLYWOOD EC EDGE OF CURB LL LIVE LOAD RF RAISED FLOOR(ING) WSCT WAINSCOT EE EACH END LOC LOCATION RM ROOM WT WEIGHT EIFS EXTERIOR INSULATION & FINISH SYSTEM LP LIGHTING -PORTABLE RO ROUGH OPENING WWF WELDED WIRE FABRIC S1 STOREFRONT TAG RIGID INSULATION EF EACH FACE LPT LOW POINT RP RADIUS POINT EJ EXPANSION JOINT LR LIVING ROOM RS ROUGH SAWN EL ELEVATION LRG LARGE RT RIGHT 01A WALL TAG STEEL ELEC ELECTRICAL LT LIGHTING RVL REVEAL ELEV ELEVATOR LVR LOUVER EMER EMERGENCY W1 WINDOW TAG WOOD ENCL ENCLOSE(D),-- ENCLOSURE -- M -- S SOUTH, EP ELECTRICAL PANELBOARD M/S MIRROR & SHELF SINK EQ EQUAL MACH MACHINE SAN SANITARY EQP EQUIPMENT MAINT MAINTENANCE Sc SOLID CORE EST ESTIMATE(D) MATL MATERIAL SCD SEAT COVER DISPENSER EW EACH WAY MAX MAXIMUM SCHED SCHEDULE EWC ELECTRIC WATER COOLER MB MACHINE BOLT SD STORM DRAIN EWH ELECTRIC WATER HEATER MBR MASTER BEDROOM SEAL SEALER, EXH EXHAUST MC MEDICINE CABINET SEALANT EXP EXPOSED, MDO MEDIUM DENSITY OVERLAY SECT SECTION EXPANSION MECH MECHANIC(AL) SEP SEPARATION EXT EXTERIOR MED MEDIUM SF SQUARE FEET MEDS MEDICINE, SG SAFETY GLASS, MEDICAL SAFETY GLAZING F-- MEMB MEMBRANE SHR SHOWER FA FIRE ALARM MEZZ MEZZANINE SHTG SHEATHING, FAAP FIRE ALARM ANNUNCIATOR PANEL MFR MANUFACTURER SHEETING FD FLOOR DRAIN MFRREC MANUFACTURER'S RECOMMENDATION(S) SHLV SHELVING FDC FIRE DEPARTMENT CONNECTION MGR MANAGER SIM SIMILAR FDTN FOUNDATION MH MANHOLE SM SHEET METAL FDV FIRE DEPARTMENT VALVE MIN MINIMUM SOG SLAB ON GRADE FE FIRE EXTINGUISHER MIR MIRROR SOL SOLID SURFACE FEC FIRE EXTINGUISHER CABINET MISC MISCELLANEOUS STO STONE FF FACTORY FINISH, MO MASONRY OPENING, SPEC SPECIFICATION(S) FINISH FACE MONITOR SPKLR SPRINKLER FH FIRE HYDRANT MTD MOUNTED SPKR SPEAKER FHC FIRE HOSE CABINET MTL METAL SQ SQUARE FHR FIRE HOSE RACK, MULL MULLION SQIN SQUARE INCH FIRE HOSE REEL MULT MULTIPLE SS SERVICE SINK, FIN FINISH(ED) MW MICROWAVE OVEN SANITARY SEWER GENERAL NOTES 1. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 22" X 34". 2. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. 3. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 4. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT AND OWNER FOR CLARIFICATION PRIOR TO BIDDING OR PERFORMING ANY WORK IN QUESTION. 5. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT AND OWNER FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. SEE PROJECT SPECIFICATIONS. 6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 7. GC TO COORDINATE FURNITURE, SIGNAGE, GRAPHICS, TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS WITH ARCHITECT, OWNER, AND OWNER'S VENDORS TYPICAL. NOTIFY OWNER AND ARCHITECT OF COORDINATION ISSUES PRIOR TO FABRICATION AND INSTALLATION. 8. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY. 9. DO NOT SCALE DRAWINGS. THE WRITTEN DIMENSIONS GOVERN. IN THE CASE OF A CONFLICT, NOTIFY THE ARCHITECT FOR CLARIFICATION. 10. PARTITIONS ARE DIMENSIONED FROM FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES. 11. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND EQUIPMENT ITEMS AS ATTACHED, MOUNTED OR BRACED TO WALLS OR CEILINGS. 12. DOORS SHALL BE TRIMMED AT THRESHOLD TO PROVIDE 1/4" MIN., 3/4" MAX, CLEARANCE (U.O.N.) ABOVE FLOOR FINISH MATERIAL TO ALLOW FOR FULL DOOR SWING. 13. OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5 POUND FORCE. FOR OTHER SIDE -SWINGING, SLIDING AND FOLDING DOORS, DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND FORCE APPLIED TO THE LATCH SIDE. 14. DRAWINGS ARE THE PROPERTY OF RICE FERGUS MILLER AND HAVE BEEN PREPARED FOR THE USE IN THE EXECUTION OF THE ENCLOSED PROJECT. USE OR REPRODUCTION FOR AN OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF RICE FERGUS MILLER IS PROHIBITED. RIC 'ergusimILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED 11 IARCHI ECT 41 DEAN E. KE Y STATE OF WAS INGTO ------ --------- ----- F-� W W O F-r--I V � O O rr--� F� �-1 0 V Z f--1 (� O IL J cc ui �.T uj co s Lu m m 0 0 Q U o cn O0 or N o N LL LL Z 0 O W w z J W U � z O N N O N CV o � U w 0 0 0 o vQi a W 0 W z z w w o z W cc SCALE: Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A106 42 123 INTERIOR METAL WALL PANEL SIDING - 3EE EXTERIOR ELEVATIONS =OR FINISH AND LAYOUT HORIZONTAL Z-GIRTS & R-10 RIGID INSULATION WEATHER RESISTIVE BARRIER (WRB) CONCRETE WALL PER STRUCTURAL METAL CLADDING SYSTEM AT CMU INFILL WALL, SEE PLANS AND ELEVATIONS FOR EXTENTS AND DETAILS. EXTERIOR NOTES & LEGEND - ASSEMBLY TYPES WALL TAG WALL NUMBER SERIES 01-19 CONCRETE & MASONRY 20-59 METAL 60-99 WOOD STUD SIZE/ THICKNESS. UNO METAL CONCRETE • A = 1-5/8" A = 6" • B = 2-1/2" B = 8" • C = 3-5/8" C = 10" • D=4" D=12" • E = 6" S = PER STRUCTURAL • F = 8" MASONRY • A = 4X8X16 • B = 6X8X16 • C = 8X8X16 • S = PER STRUCTURAL WALL ASSEMBLY TYP APPLICATION 01A I FB 1 HR STC *FLOOR ASSEMBLY FLOOR TAG TYP APPLICATION F1 1 HR STC SOURCE ROOF- TYPE NTS INTERIOR METAL WALL PANEL SIDING - SEE EXTERIOR ELEVATIONS FOR FINISH AND LAYOUT HORIZONTAL Z-GIRTS & R-10 RIGID INSULATION WEATHER RESISTIVE BARRIER (WRB) CONCRETE WALL PER STRUCTURAL 3-5/8" METAL STUDS AT 16" OC R-13 BATT INSULATION 5/8" TYPE X MOLD RESISTANT GWB INTERIOR WALL FINISH PER INTERIOR ELEVATIONS INTERIOR SOURCE BARRIER TYPE & RATING • CP = COLUMN PROTECTION • EW = EXTERIOR WALL • FW = FIRE WALL • FB = FIRE BARRIER • FP = FIRE PARTITION • SB = SMOKE BARRIER • SP = SMOKE PARTITION (SEE IBC CHAPTER 7) RATED SYSTEM SOURCE • GA = GYPSUM ASSOCIATION • IBC = SECTION FROM IBC TABLE 721.1 • UL = UNDERWRITERS LABORATORIES *ROOF ASSEMBLY ROOF TAG TYP APPLICATION R1 1 HR SOURCE *SEE WALL ASSEMBLY LEGEND FOR SIMILAR CALLOUTS 1S 2SMC 3SME WALL TYPES NITS METAL ROOFING PANEL ROOFING UNDERLAYMENT PLYWOOD OR APPROVED COVER BOARD R-38 (2) LAYERS RIGID ROOF INSULATION @ BUILDING ONLY, OMIT INSULATION @ EXTERIOR CANOPIES, FURR-OUT WITH Z-BAR TO ALIGN METAL ROOFING TYPICAL. INTERIOR 6" METAL STUDS AT 16" OC CONCRETE WALL PER STRUCTURAL R-21 BATT INSULATION 5/8" TYPE X MOLD RESISTANT GWB INTERIOR WALL FINISH PER INTERIOR ELEVATIONS g"2 �.w� ;40wq*wmwK RIC fergusmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHI ECT DEAN E. KE Y STATE OF WAS INGTO C� W W O F-�--I V � 1 O O �1 UZ w I� p � J m a Lu U) CD Q co uj uj s w 'm 0 z 0 Q 2 rn cn O o N ILL � Z O O W z J W U � z � N N O N CN o � U w 0 0 0 o vQi a W Q 0 W z � w w � ¢ o z SCALE: DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A107 43 �2s NOTES: THE FOLLOWING SHALL BE MOUNTED WITHIN AN ACCESSIBLE REACH RANGE PER ICC Al 17.1, 308: ACCESSIBLE SPACES WITHIN'TYPE A' DWELLING UNITS: 1. LIGHTING CONTROLS 2. ELECTRICAL PANELBOARDS, SWITCHES AND ELECTRICAL OUTLET 3. ENVIRONMENTAL CONTROLS 4. APPLIANCE CONTROLS 5. OPERABLE WINDOW HARDWARE 6. PLUMBING FIXTURES 7. USER CONTROLS FOR SECRITY OR INTERCOM SYSTEMS UNOBSTRUCTED FORWARD/SIDE REACH KNEE & TOE CLEARANCES 8" MIN DEPTH 6" MAX TOE L CLEARANCE a Lu (V W W W LLJ oz 11" MIN z DEPTH w - J rn U OBSTRUCTED FORWARD REACH SEE (x i vu CLEARANCES OBSTRUCTED SIDE REACH 0" MAX MOUNTING HEIGHTS & OPERABLE PARTS 1/4" = 1'-0" NOTES: 1. FAUCET SHALL COMPLY WITH ACCESSIBLE MOUNTING HEIGHT REACH RANGE FOR PLUMBING FIXTURES. 2. INSULATE WATER SUPPLY & DRAIN PIPES TO PROTECT FROM CONTACT. NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (Al 17.1, 606.6). 3. KNEE & TOE CLEARANCE SHALL NOT INCLUDE THE DIP OF THE OVERFLOW PIPE (Al 17.1, 606.2). 4. FRONT OF LAVATORIES OR SINKS SHALL BE 34" MAX MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE (Al 17.1, 606.3). 5. BOTTOM OF EDGE OF REFLECTING SURFACES SHALL BE 40" MAXIMUM ABOVE THE FLOOR. (Al 17.1, 603.3). \\ w o ~o z --1U z LU w 6" MAX TOE Lu CLEARANCE X g I I M WW O U �z zQ �W J U LAVATORY CLEARANCES 1 1 /2" W J U ling No a z of N J U GRAB BARS ICC Al17.1, SECTION 609 PROJECTING OBJECT ABOVE GRAB BAR PROJECTING OBJECT BELOW 8" MIN NOTES - ACCESIBILITY DETAILS 1. ACCESSIBILITY REQUIREMENTS ARE BASED ON THE FOLLOWING CODE EDITIONS: • 2009 ICC Al 17.1 • 2018 IBC • 2018 WAC 51-50 2. INFORMATION ON THIS SHEET ARE GENERIC REQUIREMENTS. REFER TO PROJECT FLOOR PLANS AND INTERIOR ELEVATIONS FOR ACTUAL LAYOUT AND DIMENSIONS. 3. DIMENSIONS ARE CLEAR FROM FINISH TO FINISH, UNLESS NOTED OTHERWISE. 4. REFER TO CIVIL DRAWINGS FOR SITE AND PARKING RELATED ACCESSIBILITY REQUIREMENTS. REAR WALL GRAB BAR FOR WATER CLOSET ICC Al 17.1, FIGURE 604.5.2 SEE NOTE 1 CL 36" MIN 12" MI N q 12" - 24" I I I l 1 U 1 IL I I 16" -18" NOTES: 1. REAR WALL GRAB BAR MAY BE 24" MINIMUM IN LENGTH WHERE WALL SPACE DOES NOT PERMIT 36" DUE TO A RECESSED WALL FIXTURE. 2. HAND OPERATED FLUSH CONTROL SHALL BE LOCATED ON THE OPEN SIDE OF WATER CLOSET AND MOUNTED WITHIN ALLOWABLE REACH RANGE. WATER CLOSET REAR WALL SIDE WALL GRAB BAR FOR WATER CLOSET ICC Al17.1, FIGURE 604.5.1 39" - 41" 54" MIN OUTLET OF 42" MIN 12" PROTRUDING DISPENSER 36" MAX TO BAR 24"MIN TOP OF OUTLET z_ 12 � N Z GRAB BARS BOTTOM OF BAR TOP OF BAR PROTRUDING W I� - DISPENSER z 00 I z - 00 TO SEAT M CID - M N U 6) M �I w Y � I It- 1" MIN 24"MIN DEPTH 42" MAX NOTES: 1. GRAB BARS SHALL HAVE A MINIMUM 1 1/4" TO MAXIMUM 2" OUTSIDE DIAMETER, OR 4" TO 4.8" PERIMETER IF NONCIRCULAR. 2. GRAB BARS SHALL RESIST A SINGLE CONCENTRATED LOAD OF 250 LBS APPLIED IN ANY DIRECTION AT ANY POINT. 3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 4. GRAB BARS AND ADJACENT SUFACES SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. 5. GRAB BAR EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". 6. RECESSED DISPENSERS PROJECTING 1/4" MAXIMUM SHALL BE PERMITTED WITHIN THE REQUIRED CLEAR SPACES ABOVE AND BELOW THE GRAB BAR. GRAB BAR CROSS SECTION WATER CLOSET SIDE WALL 60" MIN CLEAR WATER CLOSET CLEAR FLOOR SPACE PROVIDE 30"x48" CLEAR FLOOR SPACE BEYOND DOOR SWING WHEN IT OVERLAPS WITH FIXTUR CLEARANCE OR TURNING RADIUS (Al 17.1, 603.2.2 EXCEPTION 2) NOTES: 1. THIS PLAN IS PROVIDED TO SHOW MINIMUM REQUIRED CLEARANCES. REFER TO PROJECT FLOOR PLANS FOR 4CTUAL LAYOUT. HATER CLOSET CLEAR FLOOR SPACE NAY OVERLAP WITH THE WATER CLOSET, GRAB BARS, DISPENSERS, RECEPTACLES, COAT HOOKS, SHELVES, 4CCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES AND THE TURNING RADIUS. NO OTHER FIXTURES DR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET -LEARANCE. (Al 17.1, 604.3.3) 30" X 48" CLEAR FLOOR SPACE CENTERED AT LAVATORY WITH KNEE & \ TOE CLEARANCE 60" DIAMETER TURNING SPACE RESTROOM CLEARANCES 02 �.w� ;O11110ft-ftwole RIC fergusmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHI ECT Qom_ DEAN E. KE Y STATE OF WAS INGTO ------- ------ C� W w O U) U �I w W O � J W c Z w m C �' w z_ �-+ W UZ � M�1 W � J m /U) v ) W v U co uj s Lu ClS 'm 0 z Q 2 rn Lo � O F- o o N cn Z or O ILL � of O W w z J W U � z N N O N N o � U w Q 0 0 vQi a W 0 W W z CD1 W w cc O z SCALE: Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A108 44 �Zs 1 2 MTL-3 3 4 REFLECTED CEILING PLAN - LEVEL 1 1 /8" = 1'-0" 0 4' 8' 16' 7 ROOF PLAN 1 /8" = 1'-0" 0 4' 8' 16' A111 NOTES & LEGEND - REFLECTED CEILING PLAN 1. ARCHITECTURAL RCP PROVIDED FOR COORDINATION PURPOSES ONLY. REFER TO MEP DRAWINGS FOR DETAILED SCOPE OF SYSTEMS. 2. CEILING FIXTURES ARE CENTERED IN CEILING TILE OR CENTERED IN ROOM, UNO. 3. DIMENSIONS IN CEILING PLANS ARE TO FACE OF FINISH, UNO. 4. GRAPHIC REPRESENTATION OF LIGHTING TYPES MAY BE NOT TO SCALE. CEILING MEP ACT 2X2 e 0 ACT 2X4 El 0 ACT 2X4 SECOND LOOK 0 GWB 0 O OPEN TO STRUCTURE g— RECESSED DOWNLIGHT RECESSED WALL WASHER RECESSED TROFFER, 2X2 RECESSED TROFFER, 2X4 PENDANT LINEAR PENDANT ROUND SURFACE MOUNT LINEAR SURFACE MOUNT ROUND SURFACE MOUNT STRIP WALL SCONCE UNDER CABINET SEE MECHANICAL, SIZES MAY VARY NOTES & LEGEND - FLOOR PLAN 1. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 2. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 3. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 4. ROOM LAYOUT IS OUT OF ARCHITECTURAL SCOPE. VERIFY WITH CIVIL 5. PROVIDE APPROPRIATE BLOCKING AT ALL RESTROOM WALLS TO SUPPORT ACCESSORIES AND WALL HUNG FIXTURES. ROOF OVERHANG 5' DIAMETER TURNING SPACE CLEAR FLOOR SPACE 30" X 48" UNO NOTES & LEGEND - ROOF PLAN 1. VERIFY EQUIPMENT CLEARANCES WITH MANUFACTURER REQUIREMENTS PRIOR TO INSTALL. 2. FIELD CONFIRM DIMENSIONS AND REPORT DISCREPANCIES, IF ANY, TO ARCHITECT PRIOR TO CONSTRUCTION. 3. DIMENSIONS ARE FROM GRIDLINE, CENTERLINE OF ELEMENTS, OR FACE OF STRUCTURAL FRAMING, UNO. 1/41/4� ROOF SLOPE PER PLAN ----------------- BUILDING OUTLINE BELOW ,-JT CHANGE IN ROOF ELEVATION Q y2 3 4 A111 4 9'-2" I 17'-10" I 9'-8" 8'-2" 9'-8" 4 F�— --- -- ---� A112 1S 1 2SMC ---- -- - RESTRO M I 0"'wollmLomllimm .� 3SME 2SMC I � A110 I i 60 I I I o N NO ARCHITECTURAL zo SCOPE IN HATCHED AREA 6 SEE OTHER DISCIPLINES A112 i SEE OTHER DISCIPLINES FOR WORK OUTSIDE OF BUILDING FOOTPRINT. I III I I p 0 1S 1S 16'-0" 0 FJ 60 L=t= 3 A111 W FLOOR PLAN 1 /8" = 1'-0" 0 4' 8' 16' I gj"2 �.w� ;*00%mmoe Rq'eYguSmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHI ECT Qom_ DEAN E. KE Y STATE OF WAS INGTO _--------- C� H W W O F-�--I V � O~ �z �o O� O °6 Z Q U� Z o W 0 Q+ Z J _ �CJ O J ILL. Co uj s Lu LIC ClS 'm 0 z 0 Q 2 rn o O F- ocn N 2i LL Z 0 oof W z J W U � z O N N O N CV O � U ti W p O O vQi a W 0 W z CD w w ¢ o z SCALE: Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A109 45 123 SEE PLAN BACKSPLASH WHERE OCCURS PER INTERIOR ELEVATION COUNTERTOP MATERIAL PER INTERIOR ELEVATION I I 1 SINK i CABINET MATERIAL OF EXPOSED SURFACES PER -T---7 INTERIOR ELEVATION z I I MIN 8" 9 REMOVABLE PANEL ON CLIP Q -- ` �I SYSTEM Ji w �� —MELAMINE INTERIOR, COLOR: WHITE OR BLACK TBD W N z 7i NOTES: Lu w -i 1. COORDINATE IN -WALL SUPPORT (NOT `" LJ � MIN 11 " SHOWN) WITH SINK LOCATION 2. REFER TO ACCESSIBLE LAVATORY z CLEARANCES WHERE REQUIRED BASE PER FINISH SCHEDULE FINISH FLOOR SINK APRON ENCLOSED 1" = 1'-0" EQUIPMENT SCHEDULE EQUIPMENT SIZE EQUIP # MANUFACTURER MODEL DIAMETER WIDTH DEPTH HEIGHT NOTES TA-01 Bobrick B-2892 TA-02 Bobrick B-2621 TA-03 Bobrick B-2111 TA-04 Bobrick B-165 TA-05 Bobrick B-3013 TA-06 Bobrick B-5806 TA-07 Koala Kare KB-310 SURFACE MOUNT TA-08 Bobrick Washroom Equipment, Inc. B-672 TA-09 Bobrick B-295 RESTROOM - NORTH 3/8" = 1'-0" RESTROOM - EAST 3/8" = 1'-0" TOP OF OPERABLE PARTS n {-- 0 ------ BOTTOM OF MAX 34" AFF REFLECTIVE WORK SURFACE _ ® SURFACE r FINISH FLOOR FIRE EXTINGUISHER CHANGING SOAP TOILET SEAT CABINET STATION DISPENSER COVER DISPENSER TYPICAL MOUNTING HEIGHTS (4) METAL STUD SUPPORT BACKING AT GRAB BAR CONNECTIONS PER MANUFACTURER'S RECOMMENDATIONS I z J -, , ,- . -, ., - - i , - , .- NOTE: SPACER TO MATCH - THICKNESS OF WALL FINISH 22 GA. BREAK METAL - OVER 3/8" MDF 1/2" RADIUS GRAB BAR ASSEMBLY EV. TYP. GRAB BAR DETAIL 3" = 1'-0" BACKING SEALANT 22 GA. BREAK METAL OVER 3/8" MDF, MT2. GRAB BAR ASSEMBLY ROOM FINISH SCHEDULE ROOM INFORMATION TYP FINISH INFORMATION, UNO NUMBER F7 NAME WALL BASE FLOOR CEILING 101 RESTROOM FRP FRP CONC-1 PAINT-1 TAG CONC-1 INTERIOR DESCRIPTION POLISHED CONCRETE SLAB PROSOCO FINISH MANUFACTURER SCHEDULE PRODUCT CONSOLIDECK POLISHED CONCRETE SYSTEM FRP FIBER REINFORCED PANEL PANOLAM WHITE; ADHESIVE APPLIED PAINT-1 PAINT ON GWB MATCH FRP PLAM-1 HIGH PRESSURE LAMINATE WILSONART DESIGNER WHITE D354 SOL-1 SOLID SURFACE COUNTERTOP IWILSONART I WHITE 9221SP PROVIDE APPROPRIATE BLOCKING AT ALL RESTROOM WALLS TO SUPPORT ACCESSORIES AND WALL HUNG FIXTURES, TYPICAL. 3 RESTROOM - SOUTH 3/8" = 1'-0" FRP TA-02 TA-03 in RESTROOM - WEST 3/8" = 1'-0" NOTE: R-49 ATTIC INSULATION ABOVE RESTROOM ONLY R-21 IN -WALL CAVITY — INSULATION @ RESTROOM ONLY PAPER TOWEL TOILET PAPER MIRROR DISPENSER DISPENSER RCP - RESTROOM 1/2" = 1'-0" 0 2' 4' s VANITY LIGHT ENLARGED�F �LO Q�R PLAN - RESTROOM 1/2" =1'-0" 0 2' 4' s. 8"2 RICEfeYgusmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHI ECT Qom_ DEAN E. KE Y STATE OF WAS INGTO �7 W W � C W W Z O H-1 � co C) O O � Q III --I W � J W � 0 0 r W UZ C � z r o C� ( J J � z W 0 W o 'm d z 0 0 Q U 10:� 6) Lo O O C-' O N Z O O 0- � Cn W Q W W z O � N N o N N O CL U w w W o 0 0 o � a w 0 W Z W Lu O z W � SCALE: 0.. ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A110 46 123 WALL SECTION - NS - Callout 4 1 /2" = V-0" ,L ROOF, TYP :GUTTER EXTERIOR FINISH SCHEDULE TAG SPEC # DESCRIPTION MANUFACTURER PRODUCT COMMENTS MTL-1 07 41 13 METAL SIDING PANEL AEP SPAN SELECT SEAM® NARROW BATTEN EXTERIOR METAL SIDING PANELS, WALL CLADDING, 22 GA, 16" WIDTH COLOR TO BE SELECTED FROM WITH PENCIL RIBS MANUFACTURERS ARCHITECTURAL STANDARD COLORS. BASIS OF DESIGN DARK BRONZE. CONTINUOUS PANELS FROM WALL BASE TO ROOF TERMINATION MTL-2 0741 13 METAL ROOF PANEL AEP SPAN SPAN-LOK HP METAL STANDING EXTERIOR METAL ROOF PANELS, SEAM, 22 GA, 16" WIDTH WITH PENCIL COLOR TO BE SELECTED FROM RIBS MANUFACTURERS ARCHITECTURAL STANDARD COLORS. BASIS OF DESIGN DARK BRONZE. MTL-3 0741 13 METAL PERFORATED SOFFIT AEP SPAN FLUSH PANEL VENTED EXTERIOR METAL PERFORATED PANELS SOFFIT PANELS, COLOR TO BE SELECTED FROM MANUFACTURERS ARCHITECTURAL STANDARD COLORS. BASIS OF DESIGN DARK BRONZE. EXTERIOR ELEVATION - NORTH 1/8" = V-0" EXTERIOR ELEVATION - SOUTH 1/8" = 1'-0" FLOOR LEVEL GRADE 4- 0" LOOR LEVEL 0" GRADE 4- 0" FLOOR LEVEL 0" GRADE 4- 0" BUILDING SECTION - NS 1/8" = V-0" EXTERIOR ELEVATION - EAST 1/8" = V-0" GABLE FLASHING. COLOR, & FINISH TO "A A- I -AI 1 1'1 A"I rl ROOF GUTTEI DOWNSPOUT EXTERIOR ELEVATION - WEST 1/8" = 1'-0" NOTES & LEGEND - EXTERIOR ELEVATION 1. SEE REFLECTED CEILING PLANS FOR EXTERIOR LIGHTING NOT SHOWN IN ELEVATIONS. 2. GRAPHIC REPRESENTATION OF EXTERIOR MATERIALS AND/OR LIGHTNG MAY BE NOT TO SCALE. 3. ALIGN WALL BATTENS AND ROOF SEAMS, TYPICAL. VERTICAL SIDING CONTROL JOINT 0 EXTERIOR LIGHTING, SIZES MAY VARY - SEE ELEC LOUVER, SIZES MAY VARY - SEE MECH "1"^ All JAMB FLASHING AT JT WALL. SEE -ASHING. COLOR, & D MATCH WALL PANEL UTTER OUT )OR LEVEL o" GRADE -4' - 0" FLOOR LEVEL &� 0" V GRADE -4'-0" R"2 �.w� ;ow"impow" RICO gUSMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHI ECT Qom_ DEAN E. KE Y STATE OF WAS INGTO C� W W O U cn O ~ 0 Z U I--1 Cw Y--'--I H z F--� F.-I 0 w� O o6 �I z O � UZ Q H --I W J W 0 a _ W F_ v 0 X W Lu w cc op mm d z 0 0 Q 2 U 0 Cr �n o U) O �' o 2� ZCV O O a- /� Vi W L4 g W > W z O � CV CV O CV CV O C1 U W F- O v¢ a w Q O W z w W w Q O z SCALE: 011 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A111 47 /123 METAL ROOF GABLE TRIM ROOF UNDEI OVERLAP WF GABLE TRIM OUTSIDE CL( STAGGERED SET IN SEAL/ 5 3/1 CV GABLE GABLE END AND WALL HEAD VERTICAL METAL WALL Z-BAR AND PANEL CLIP R10 RIGID INSULATION WRB WRB OVER METAL FLA, SELF-ADHESIVE HEAD FLASHING OVER LIQUIE FLASHING AT ROUGH OPENING AND FACE OF PRE -FINISHED METAL F W/ DRIP EDGE BACKER ROD & SEAL4 LOUVER PER MECHANI, LOUVER HEAD I BACKER ROD & SEALANT C2 BASE SILL I FLASHING FLASHING 3 1 /2" PRE -FINISHED METAL SILL �� ° ° a FLASHING ° SELF ADHERRED d a a FLEXIBLE SILL FLASHING I I e a � ° a 4 b I SILL FLASH ATTACHMENT d°. ANGLE 1 ° i Z-BAR AND PANEL CLIP I � . HEM ALONG EDGE o ° a , BASE FLASHING d° ° CD ° ° a Al LOUVER SILL AND WALL BASE ° ° a ° d o bd d EXT DETAIL - GABLE END AND BASE AND LOUVER 3" = 1'-0" DRYWALL METAL MOLDING HOLLOW METAL FRAME BEYOND EXTERIOR DOOR HEAD 3" = V-0" BACKER ROD & SEALANT o- DOOR PER DOOR SCHEDULE FRAME BEYOND HOLLOW METAL FRAME METAL TRIM MOLDING TE Z-BAR VERTICAL METAL WALL PANEL WRB WRB OVER METAL FLASHING SELF-ADHESIVE HEAD FLASHING OVER LIQUID FLASHING AT ROUGH OPENING AND FACE OF WALL PRE -FINISHED METAL FLASHING W/ DRIP EDGE BACKER ROD & SEALANT DOOR PER PLAN 2 1/4" PRE -FINISHED METAL FLASHING VERTICAL METAL WALL PANEL WRB OVER METAL FLASHING SELF-ADHESIVE HEAD FLASHING OVER LIQUID FLASHING AT ROUGH OPENING AND FACE OF WALL 4 \� EXTERIOR DOOR JAMB 3" = V-0" INSULATED VENT STACK, ISEEWGS. CONT. SEALANT LESS STEEL HOSE P COLLAR WITH HIGH ERATURE SEALANT ONE PIECE EPDM FLEXIBLE PIPE FASHING BOOT, SEALED AND FASTENED ALONG dir EDGES FASTENER PER BOOT MFR PVC CLAD METAL COLLAR (ROUND) VENT STACK - TYP 3" = 1'-0" STRUCTURALDECK FIBERGLASS BATTEN Lo GAP PER STRUCTURAL PRE -FINISHED METAL FLASHING VERTICAL METAL WALL PANEL WRB OVER METAL FLASHING SELF-ADHESIVE HEAD FLASHING OVER LIQUID FLASHING AT ROUGH OPENING AND FACE OF WALL KNOCK OUT WALL - JAMB DETAIL KNOCK OUT WALL - HEAD DETAIL KNOCK OUT WALL 3" = 1'-0" 3AR VERTICAL METAL WALL PANEL WRB WRB OVER METAL FLASHING SELF-ADHESIVE HEAD FLASHING OVER LIQUID FLASHING AT ROUGH OPENING AND FACE OF WALL PRE -FINISHED METAL FLASHING W/ DRIP EDGE BACKER ROD & SEALANT CMU LINTEL PER STRUCT. MECHANICAL EQUIPMENT W/ WEATHERTIGHT ROOF CURB CAP & HOOD PRE -MANUFACTURED PLATFORM CURB & CAP ASSEMBLY W/ TREATED WOOD NAILER & RIGID INSULATION METAL ROOF PANEL ■■■■■m■■■■■■ - • • 0 • BATT INSULATIONS uu �SOR CFDECKING, SEE REINFORCEMENT & DECKING SUPPORT @ OPENING PER STRUC. EQUIPMENT CURB DETAIL 1 1/2" = V-0" 8"2 �.w� ;4aftawole RIC fergusmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHI ECT Ip AN E. KE Y STATE OF WAS INGTO C� W W O F-�--I V � �z O O rr--� F-� UZ U) J M--1 W Q � 0 _0 ry Lu CJ a O X W co Lu s W 00 'm 0 z 0 Q _ Cr W O F— o N U- Z O O U) E5 z J� W U z CV CV O EV CV O U w 0 p O v¢i a W W Z Z �W W W C) z W Cr SCALE: Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A112 482s WRB METAL WALL PANEL TO BOTTOM OF ROOF STRUCTURE METAL SOFFIT FRAMING I — -- I I I °a I ° ° I I I a I ------ ------------ - ------------ ° I I VENTED METAL SOFFIT PANEL ° I I I I INSIDE CORNER TRIM ° I I SEAL ZEE CLOSURE ENDS/GAPS WITH SEALANT I I I TRIM FASTENER W/ 1 ! SEALING WASHER OR I RIVET AT 12" OC 4" I INSIDE CORNER TRIM ROOF DETAIL — SOFFIT TO WALL 3" = 1'-0" GUTTER STRAP METAL GUTTER ALLOW FOR EXPANSION AND CONTRACTION PER SMACNA STANDARDS METAL WALL PANEL METAL SOFFIT FRAMING DRIP FLASHING VENTED METAL SOFFIT PANEL i ROOF DETAIL —OVERHANG LOW 3" = 1'-01, "v 4" OUTSIDE CORNER FLASHING TRIM CONTINUOUS BEAD OF NON - SKINNING BUTYL TAPE OR SEALANT TRIM FASTENER W/SEALING WASHER —� OR RIVET AT 12" O.C. MAXIMUM NARROW BATTEN CAP PANEL CLIP WRB HORIZONTAL Z-BAR & R10 RIGID INSULATION VERTICAL INSTALL METAL WALL PANEL EXT DETAIL — OUTSIDE CORNER WRB VERTICAL INSTALL METAL WALL PANEL ' INSIDE CORNER FLASHING TRIM ' 1 d �d CONTINUOUS BEAD OF NON- ° SKINNING BUTYL TAPE OR SEALANT ° TRIM FASTENER W/SEALING WASHER OR RIVET AT 12" O.C. MAXIMUM , NARROW BATTEN CAP PANEL CLIP HORIZONTAL Z-BAR & R10 RIGIS INSULATION a 4 1 °°d ° a EXT DETAIL — INSIDE CORNER 002 RICfergusmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHECT DEAN E. KE Y STATE OF WAS INGTO �---- --------- ----- H W W O H-�--1 V � O ~" O� O rr--� UZ U) J W � 0 0 Lu v X w Lu c6 'm ci z o 0 Q _c) U � Ln o O o LL ZN O O 0— Of U) W w Q W J > W U � z O N N O N CV O � U w 0 0 0 vQi a W 0 W z z W w o z W cc SCALE: oll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A113 49 �Zs 8"2 oF T9A3g! C SCREENING PER 44672 GENERATOR SITE PLAN osl GISTS S 0NAL SIGNED: 0610212023 STAIR HANDRAIL CONCRETE WALL 16.50' TOP OF GENERATOR PAD 13.50' APPROX.FG ' \\ \\ \\ TOP OF SPREAD y\\ \\ \\ \\ \ \\ \\ \\ \\ \ w FOOTING �\//�\//�\//�\////////////////�\//�\//�\//�\//�\A\//�\//�\//�\//�\//�\//�\//�\//�\//�\//�\//�\//�\//� Q Z 0 V� — NORTH ELEVATION EAST ELEVATION O~ a Q W C) W �H cc 0 O H � Q �--, W VZ Z W o oW W W LL- cccQ 0 z 0 OUTLINE OF STAIR ACCESS c 16.50' TOP OF I GENERATOR PAD I— Z co I_ co 0 /\\\ 10 \\\\\\/� Q > i\\\r\\ 0 0 z N N O PZ L6 U5 a cU) co SOUTH ELEVATION WEST ELEVATION QQ 4 4 o M co a N N O Q C3 H U o w w z c7 U Z w SCALE: SHOWN oll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: A201 50 123 i i 77t] i i DEMO PLAN C001 SCALE: 1 /4" = 1'—O" he " ipp PROTECT IN PLACE EXIST SHEET PILE WALL DEMO EXIST CONC STRUCT, STAIRS, FENCE AND FOLIAGE SEE D102 FOR ADDL DEMO DETAIL INSIDE PUMP STATION NOTES MENNEN EXTENT OF DEMOLITION RH2 2407 North 31st Street, Suite 100 Tacoma, Washington 98407 (253)396-0150 Fax (253) 396-0162 � p, I D i�� CP 6 J eRAl- �SsJO N AL � Z Q Z J Z O �O ~ J O ®� W O +—♦ Z ®� o ®� a w LLl cn o O ac LL. � a 0 J � W JCr d Z O J 2 m LLJ 0 0 O Z LD Z Q O Z Q Q d W of d W H V/ �I Z O O � N g > W W W c� 0 N N m O NO G✓ N N O 0 o L.L.co O `' o a > > w O z cN w o 0 0 C) ti a N W J of W � W � SCALE: 1. 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: D101 51 Z123 PROTECT 11' EX FENCE PROTECT IN PLACE FENCE AND GUARDRAIL — — ULIVI V F LM14 I J AND FENCE DEMO EX SLAB DEMO PHOTO 1 SCALE: NTS DEMO PHOTO 2 SCALE: NTS nEAAO EVICT rnklr CTDI IrT PROTECT IN PLACE FENCE AND GUARDRAIL nCLAl1 EVICT CONE STRUCT, CE AND PLANTS PROTECT IN PLACE LOWER CONC STRUCT AND SHEETPILES I EXIST SHEET PILE WALL C ♦�•• 25p�E 1 SEE 250 ��♦ �10 SEEN NOTE 1 INTERNAL SCALE: 1 /4" = 1'-0" DEMO EXIST CONC PER PLAN AND NOTES T/EXIST CONC FL00 SEE NOTE 2 PROTECT IN PLACE EXIST LOWER CONC STRUCT PROTECT IN PLACE EXIST SHEET PILE WALL EXIST STRUCT FILL 5-0" VIF SEE NOTE 1 DEMO SECTION SCALE: 1 /2" = 1'-0" E1 m Z l 8" CONC WALL, TYP DEMO PLAN RH2 2407 North 31st Street, Suite 100 Tacoma, Washington 98407 (253)396-0150 Fax (253) 396-0162 T NOTES 170 1. DIMENSIONS NOTED ON INTERNAL DEMO PLAN ARE BASED ON AVAILABLE AS BUILT DRAWINGS "PORT ORCHARD/KCSD NO. 5 SEE NOTE 2 WASTEWATER FACILITIES IMPROVEMENTS" PREPARED BY o z cn o 0 KRAMER, CHIN & MAYO, INC. DATED MARCH 1983. i= o Uj 2. DEMO SHADED STRUCTURES TO MATCH THE TOP OF THE C' LOWER CONE STRUCTURE AT FINISH FLOOR ELEV 14.68' 0 NAVD88 VIF f1 /4". ROUGHEN REMAINING 34' DIAMETER (VIF). W X11 CLEAN REMAINING 34' DIAMETER (VIF) CONC SURFACE. REMOVE ALL UNSOUND CONCRETE, LOOSE MATERIAL AND / OILS. N o N 0 N o Cy') 0 Cl) / Z LEGEND: CL STRUCTURE DEMO PER NOTE 2 Cn O w oC Z 0 0 Cn 0 LL- C) Lil N (/) 1-1 9 co QMMME SCALE: 011 V, 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" D 102D 52�23 REMOVE AND DISPOSE OF EXISTING ELECTRICAL EQUIPMENT i EXISTING PUMP STATION CONTROL STRUCTURE NO SCALE EXISTING ELECTRICAL EQUIPMENT REMOVE AND DISPOSE OF EXISTING GENERATOR AND FUEL TANK EXISTING GENERATOR AND FUEL TANK NO SCALE NO SCALE RETURN EXISTING TELEMETRY PANEL TO CITY n 1 / I REMOVE AND DISPOSE OF EXISTING GENERATOR CONTROLPANEL EXISTING ELECTRICAL EQUIPMENT NO SCALE REMOVE AND DISPOSE OF CVIO-Mln M C/l-rrjl'AI EXISTING ELECTRICAL EQUIPMENT NO SCALE RETURN EXISTING ELECTRICAL EQUIPMENT TO CITY ■ EXISTING ELECTRICAL EQUIPMENT NO SCALE REMOVE AND DISPOSE OF EXISTING ELECTRICAL EQUIPMENT m mC 0 ® ® ® r 0 Q _ ® � o • • EXISTING ELECTRICAL EQUIPMENT NO SCALE �r�_� f 1-1 E011 ST Eg�� i SIGNAL SIGNED: 0610212023 z Q J a z O J O 2 W 0 J Q V cc F— V W J W W W cr- o'm 0 z m 0 c.� 0 co 0 U w w (/) o z a_ O o cj) a w _ Q > W W W U 6- U Z M 0 M O N m IY (V O 0O z co L 0 a U N W O � O M n a N W 0 0 oU) CD m � � Y w � Z W a O W � SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: D103 53 123 r' 42? { A AK D HENJJ DF WASN L1� REMOVE Go F EXISTING SPIRAL SPIRAL STAIRS 26934 INFLUENT Q 5'I0NAL PIPE Q 4 SIGNED. 0610212023 r r �► EXISTING VENT PIPING, TO BE O SPIRAL REMOVED, TYP. 1 STAIR ASE 0 BE - REMOVED OUTLINE OF w Q ACCESS HATCH, OBLIQUE PHOTO 1 TO BE REMOVED, NOT TO SCALE a SEE DWG. D202 FOR MORE DETAILS ❑ - -J Z V I / MONORAIL 0 TO BE 8" SUCTION PIPING REMOVED �/ Q OUTLINE OF MANHOLE, AND FITTINGS, TO BE 0 � W TO BE REMOVED, SEE REMOVED, TYP. ` DWG. D202 FOR MORE Cn Z W DETAILS HVAC TO BE ROOF TO BE ,� 0 REMOVED REMOVED O EXISTING PUMP, TO BE REMOVED REMOVE ALL EXISTING +� Q 0 TYP. OF 4 ELECTRICAL EQUIPMENT FROM DRY WELL, U (n INCLUDING ALL CONDUIT ;. EQUIPMENT 8" DISCHARGE PIPING AND LIGHTING. - HATCH TO BE AND FITTINGS, TO BE REMOVED, TYP.= REMOVED EXISTING -1 INFLUENT PIPE L' ILL- 10 PUMP PAD TO cc BE REMOVED, TYP. OF 4 (ONE - 14" SUCTION PIPING NOT SHOWN) m AND FITTINGS, TO BE REMOVED, TYP. PHOTO 2 PHOTO 3 3an c� o 0 U V+ 0 Z v_ 0 a_ N cl O w I 14" DISCHARGE PIPING 10 EXISTING MONORAIL, U L AND FITTINGS, TO BE TO BE REMOVED z — — REMOVED, TYP. o I EXISTING SUMP PUMPS TO BE REMOVED, TYP., M N o 011 zo I EXISTING SUMPS, DO NOT DISTURB L-- > 0 co U U w cn lu o ¢o O m a (V N O Q m CO U O U u- � Y w � z w O 0 S z EXISTING PLAN W SCALE: SHOWN % " s oil r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: D201 54 123 8"2 of WAShIO 0 44672 � R�CISTVT. RECOMMENDED SEQUENCING FOR ROOF REMOVAL: `SIGNAL 1. SAW CUT AND REMOVE MAX OF 6 FT OF ROOF AT A TIME. 2. INSERT WALL BRACING PER DWG NO. D203 PRIOR TO SIGNED. 0610212023 CUTTING NEXT SECTION. REMOVE EXISTING SPIRAL STAIRS EXISTING EXISTING ROOF AND INFLUENT PIPE TO RESTROOM ABOVE TO REMAIN IN PLACE BE REMOVED, TYP. 11-211 EXISTING FORCE MAIN, TO 1'-3" BE REPLACED Z 0 MAX 6'-0" Z 5 - 111 6 -1 If 21-2" SECTIONS TO — a 11-811 BE REMOVED AT A TIME " 0 9„ 4'-1--- -- -- -- -- -- ��i 0 1'-8" V J cn i LLz 3'-6" a 6'-3" � Z Z J 5'-8" � RED DIAGONAL HATCH 0 a INCICATES NEW OPENING, EXISTING 30" 0 0 0 TYP. MANHOLE, TO - - - - - - - - - - - - - BE REMOVED 9 N EXISTING 4x4 ACCESS W 1'-8" PROPOSED T Y HATCH, TO BE REMOVED +� yr pity PENETRATION �� DR o a Q t��Ei'L 5,_9„ V� fLL FOR STAIRWAY V� �LL y�ELL o /'►' ENTRY O EXISTING INFLUENT AND 5-8 H a. 0 OVERFLOW PIPES _ U a (STACKED VERTICALLY), 1,_3„ OUTLINE OF ALLOWABLE a! TO BE PLUGGED AND PUMP PAD TO ROOF EXTENTS TO BE Z ABANDONED 1-8 REMOVED, SEE DWG NO. BE REMOVED, D203 FOR DETAILS 5 911 TYP. OF 4 0. 5'-10" o� W �c. 911 Lu 310 S704 EXISTING PIPE - - - - - - - - - - PENETRATION TO PROPOSED PIPE 311 o BE MODIFIED, TYP. PENETRATION, TYP. S704 0 c� 3'-5" 3'-2" MONORAIL AND ATTACHMENTS, TO BE cq U) REMOVED Z 0 EXISTING FLOOR DEMO PLAN EXISTING ROOF DEMO PLAN z W W W cli 0 00 z I=> oN Ow o L6 v o a w U) W O Q O co n a N W O ¢O 0 C) o Z � 0 � w � z z w o OZ uw ¢ SCALE: SHOWN all r 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: D202 55 123 B �D2037 8"2 NOTE: EMERGENCY STORAGE STRUCTURE MUST BE CONSTRUCTED AND BRACING INSTALLED PRIOR TO REMOVAL OF EXISTING PUMP STATION SLAB. BRACING NEEDS TO HOLD BACK A LINEAR LOAD OF 4 KIP/FT (THIS LINEAR LOAD ACTS AT PLANE OF BRACING AND ONLY �� °F WAsgI c CONSIDERS THE SOIL LOADS IGNORING SEISMIC LOADS). - 44672 GISTS 1 S'IONAL OUTLINE OF SIGNED. 0610212023 EXISTING ROOF HATCH, TYP. / CONTRACTOR DESIGNED BRACING, TYP. PROPOSED BRACING NOT ( Q TO INTERSECT WITH Y 33'-0" EXISTING INFLUENT AND �� DR SPAN TO BE w 0 OVERFLOW PIPES t��f, L WELL BRACED a Va W 0 ~Z Oz ZQ PROPOSED PLATE -WALL O J CONNECTION, TYP. p a OQa /4A A F ~ Z D203 D203 � �cn O aV � � Q a m VZ � W cn 0 7'-0" 17'-011 a a B OBLIQUE �D203,r NOT TO SCALE ISPROPOSED TEMPORARY BRACING PLAN W Y" = 1'-0"Lu 0 m SAW CUT TOP OF WALL PRIOR TO 7.97' REMOVING SLAB TOP OF BRACING 0 cn Z `� 4 a_ 0 4 of o in a W Q W W W it cD z 0 m z N �N L O Lri L o a w U V) W u O Q O M n a N W O ¢O Z C) o 0 w � z cZ j o O W J_ 4 SCALE: SHOWN On I n 2" DRAWING IS FULL SCALE WHEN SECTION A SECTION SHEET NO.: BAR MEASURES 2" B DWG NO.: Y" =1'-0" Y4" =1 �-0" D203 56F123 d d° ° ° d ° ° e a d ° ° d °d a °d a e LINEUP PROPOSED BRACING BRACING ON MEMBER -PLATE ° ° d° °° BOTH SIDES OF °� CONNECTION, TYP. e ° WET WELL, TYP. ° ° ° d a ed a de a d de ° d a d d° d° ° d a d d e d e ° e ° ° d° a d e e e d d° ° ° e ° d° a d ° d d ° ° ° d° °d a e e d e ° d d° a a a d° ° d° $ a d ° d ° d a ° do ° d e a d ° d a a d d ° d d °d a a °d a d° d d ° ° d ° a a d ° a d ° ° a d ° e °d 4 ° a ° a a e d a ° e ° °d ° a d d ed a ° ° ° °d 10" STAINLESS STEEL PIPE, TYP. OF 4, SEE DWG NO. S704 FOR CONNECTION DETAILS COAT WETWELL PER SPECIFICATIONS EXISTING TOP OF WALL, EL 10.0', TYP. EXISTING PUMP STATION WALLS TO REMAIN EXISTING INFLUENT PIPE TO REMAIN IN PLACE PROPOSED PIPING PENETRATION, TYP. OF 3 WET WELL 1-i� CONCRETE FILL, SEE 3'-011 , 2' " DWG NO. S109 FOR TYP. MORE DETAILS �- 1'-6", TYP. 2'-4" TAPER CONCRETE FILL TO MATCH FLOOR 3'-5" 601 BENTONITE BOOT S706 A T PROPOSED SPIRAL STAIRCASE ►3 EXISTING PROPOSED PUMP EMERGENCY STATION STORAGE MODIFICATIONS STRUCTURE PROPOSED PENETRATION FOR FORCE MAIN, SEE DWG NO. C006 AND Y M101 FOR DETAILS OUTLINE OF PROPOSED PUMP, TYP. OF 3 PROPOSED 14 PUMP PAD, TYP. OF 3 q s7o3 PROPOSED CONCRETE PIPE 503 SUPPORT, TYP. S705 EXISTING TOP OF FOUNDATION, EL-11.14', TYP. EXTEND BENTONITE BLANKET 12" BEYOND COLD JOINT A S107 No EXTEND BENTONITE BLANKET 12" ALONG EXISTING DRY WELL WALL (2) CONT. SWELLSTOPS, TYP. ALL COLD JOINTS AND AROUND PENETRATIONS DRY WELL THRUST BLOCK AINTEGRATED IN ACCESS DOOR 1nIn1 i rvp 2'-6" 1'-3" ALL SIDES TOP EDGE OF SUMP EL-10.00, TYP. SUMP BASE, EL-11.00, TYP. #5 CONCRETE ANCHORS @ 24" O.C. EI E.W. HOOK INTO PROPOSED WALL. EMBED 4" INTO EXISTING WALL, TYP. 16'-111 4'-21I /---i 2'-8" 13 PROPOSED PIPE PENETRATION, TYP. 306 601 S702 S706 J PROPOSED PIPE PENETRATION, TYP. 306 601 S702 S706 B S108 PROPOSED VALVE VAULT FOUNDATION, SEE DWG NO. S201 FOR DETAILS BASE SLAB TOC EL -9.50, TYP. BASE SLAB FOUNDATION THE WALL, PLUGGED AND UL-m1NF\L I VI I V I I MIJ I I I IL - ABANDONED ONCE NEW LIFT GROUND WATER TABLE AS STATION IS COMMISSIONED SHOWN ON DWG NO. C003 16'-0" PUMP STATION FLOOR AND VALVE VAULT FOUNDATION AND EMERGENCY STORAGE FOUNDATION PLANS y" = 1'-0„ PROPOSED RETAINING WALL STYLE THRUST BLOCK FOR FUTURE SEWER MAIN r-- V-0" SEE DWG. S108 FOR RST CALLOUTS #5 DOWELS @ 24" O.C. ALONG TOP OF THRUST BLOCK #5 @ 12" O.C. #7 @ 6" O.C. #5 @ 12" O.C., EW SEE DWG. S102 FOR RST CALLOUTS #5 DOWELS @ 24" O.C. ALONG BOTTOM OF THRUST BLOCK SEE DWG. S108 FOR RST CALLOUTS aQ ° a ° °°, a d d a ° 6 d a ° I a ° -�--� THRUST BLOCK SECTION E Y4° = 1'-0" S101 OUTLINE OF PROPOSED WALL, TYP. C S109 SIGNED. 0610212023 1 Z J Cn W Z � Q J >a �o w 04 > 0 V� JZ Q LL 0 ~ Z > W O O 0 P-' � 0 0 O LL cn Z >- v O V_Z H W Q Cf) W a� a W a .IC L W Lu LL- o z 0 0 o Z a_ 0 Of o C/) a_ w _ Q � W W W U (i Z_ 0 00 M M O O O z O ui ui 0 a w cr- ::D U U) co o 0 0 O c'7 a N N 0 CD 0 0 o � W 0Lu 0 Z W W cr SCALE: SHOWN oil r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S101 57 123 4" 4" 4" 6„ 6„ EXISTING PROPOSED 8"2 CONTRACTOR DESIGNED LANDINGS AND WETWELL CATWALK NOTES: PUMP EMERGENCY z Z Z z 0 0 0 0 1. SHALL BE DESIGNED TO SUPPORT A 60 PSF LIVE LOAD OR A 300 LB STATION STORAGE LIVE CONCENTRATED LOAD. MODIFICATIONS STRUCTURE 2. SUPPORTS AND FASTENERS SHALL BE 316 STAINLESS STEELBob- A B c oF PIASkI TOP OF SPREAD FOOTING, 5107 PROPOSED CONCRETE S108 7-4 ' co �a� EL. 12.17' TYP. PEDESTAL TO BEAR 1'-0"MIN LAP , TYP., MIN LAP 6 1-9 " FULL S704 ON STRUCTURAL FILL " PROPOSED SPREAD 44672 + GIST 301 PERIMETER° �E 12 E9 SSI G S703 FOOTING 4'-2", TYP., FULL PERIMETER ONAL UNTIL ANCHOR QEA RETAINING BASE SLAB BASE SLAB WET WELL TO BE WALL, SEE DWG NO. L001 STD HOOK #9 #9 #8 STD HOOK #9 #8 SIGNED: 06/02/2023 REHABILITATED 27-2 DEVELOPED #8 DEVELOPED #8 INTO SLAB INTO SLAB 9'-011 PROPOSED 3 TON CAPACITY TOP OF STEM WALL, 31_0" 2' 4" TRAVELING MONORAIL, EL. 16.50' TYP. S15X42.9 W/ C10X15.3 VERTICAL BAR DETAIL 1 VERTICAL BAR DETAIL 2 V 2'-0" N TS N TS CONTRACTOR DESIGNED 8'-6" 02'-011 PROPOSED MONORAIL - BEAM CONNECTION PER WETWELL CATWALK I MANUFACTURER, TYP. EXTEND WALLS 8 -2 VERTICALLY TO PROPOSED STATIONARY O12 6'-61, I BEAM, W10X26, TYP. OF 2 C/l EL 15.5', TYP. 3'-0" w Z I I FRP GRATING, #8 VERTICALLY CENTERED 519„ Q � O.F.J TYP. SEE DWG NO. M302 FOR ADDITIONAL BETWEEN TYPICAL 1,_ 0„ w rf REINFORCING FOR PIPE BEND THIS AREA RST. TOTAL RST = #8 @ 6" J a — — — O.C., O.F., TYP J PROPOSED PUMP STATION STAIR ACCESS HATCH BEAM - WALL DRY WELL ENTRANCE OPENING OUTLINE (ABOVE) pill Q J CONNECTION, > Q TYP. 506 0 ~ W S705 Z VERTICAL BAR DETAIL 1 O.F. RST J W VENT 0 > Q PENETRATION I S 09 PROPOSED TOP (ABOVE) L J cn S 09 ►p-+ Z O OF WALL, O O F— EL 15.5', TYP. cn 1-0 — \ TOP OF WALL 1'-6" TYP. t�JE'r 30'-4" l SUMP EL. 10.50', TYP Q Yr L — BELOW FRP GRATING, TYP. V Y► fL UPPER PLATFORM 5'-911 (%) Z 38'-0" LADDER 8'-011 a W �1 CONCRETE 302 ACCESS HATCH OPENING DR INTERSECTION, S702 OUTLINE (ABOVE) 21-311 = W PROPOSED — y�ELL LL TYP. PROPOSED D (2) #6 x 6'-0" VERTICALLY a TOP OF 1 ON EMERGENCY CONTRACTOR DESIGNED 1 3 J 4 6 W CENTERED BETWEEN �c� W WETWELL — \ STORAGE LANDING, TYP. > TYPICAL O.F. RST FOR 4" �o EL CATWALK, ACCESS ❑ o STRUCTURE TOP OF LANDING, TYP., LOWER SPACING, TYP. HATCH m 8'-0" EL. -3.06 PLATFORM OPENING W OUTLINE a „ CONTRACTOR DESIGNED uj LADDER o cc (ABOVE) LOWER PLATFORM 2 3 LANDING, TYP. P PROPOSED LADDER I > LADDER 11 BASE SLABSTRUCTURS I I 31- 19 0 1'-6" ACCESS HATCH TYP. o I I an z 2'-611 ® OPENING OUTLINE TYP CONCRETE 302 I .. 4 -6 3,-0„ ® (ABOVE) CORNER RST. S702 — — — 0 0 JIL VERTICAL BAR DETAIL 1 O.F. RST Z O 51'-8" 45'-1" 0 cn w ACCESS HATCH or W z W OPENING OUTLINE z (ABOVE) VENT PROPOSED SUMP #8 CENTERED BETWEEN co UPPER PLATFORM 5, 9„ (V N � PENETRATION 306 PUMP PIPE LADDER TYPICAL O.F. RST. TOTAL 0 0 0 (ABOVE) S703 RST = #8 @ 6" O.C., O.F., TYP "' �' o = 5'-9" co W MULTI -USE CONCRETE Q 0 0 FACILITY 301 RETAINING WALL, Z�K N W SPREAD S7o3 SEE DETAIL 3 ON C o all bill r A B FOOTING DWG NO. L007 CD (ANCHOR QEA) S107 S108 W z w o � � z W � PUMP STATION VALVE VAULT AND EMERGENCY STORAGE WALL PLANS SCALE: SHOWN oil y" 1'-0„ = ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S102 58 123 42? NOTES of WASFj1C� o A B 1. SEE ACCESS PLAN ON DWG NO. S105 FOR BUILDING y F 5107 S108 AND SITE TRANSITIONS. 44672 2. SEE MECHANICAL AND ELECTRICAL PLANS FOR � SECISTVSV� ADDITIONAL UNDER/IN SLAB PIPING AND CONDUIT. SIONAL 3. SEE 300 FOR GENERAL STRUCTURAL NOTES. SIGNED. 0610212023 191-2" OUTLINE OF CONCRETE TYP. PEDESTAL SUPPORTING SLAB 4. SEE ACCESS HATCH SCHEDULE DWG NO. S105 . 6'-811 OUTLINE OF MULTI -USE 2'-211 FACILITY SLAB OUTLINE OF PUMP STATION 306 FLOOR 8'-8" \ I WALLS BELOW, S703 PENETRATION, TYP. 1'-011 , 1'-011 , TYP. 5'-0" TYP. TYP. cn 81-611 7'-6" 3'-8" OUTLINE OF (2) BEAM Z 0 BELOW MULTI -USE FACILITY TOP OF EMERGENCY w SLAB, SEE DWG NO. S109 STORAGE ACCESS Z Q _ FOR BEAM DETAILS RISERS, EL. 15.50' w Q J 01-7 � O �will,a I I I ,_ J LL 36 10, U m O Q O 1 -6 Q > it 1'-6", TYP. 8'-711 I I 11_611 Q W W J � 01'-8" I I 3'-6" C C � � > O S109 + S109 P-4 1'-6" 11'-6" O Z O cn 3'-011 I I 306 6-8 ES BASIN BELOW) 5703 SLAB OPENING, TYP. 4'-011 �--� ~ V (BELOW) Uz QZ 36'-0 if 1 01'-5" i""r " �-+ c W + 1-1 10 \ 306 SLAB OPENING, TYP. 4-4 „ a C� 4'-5" I 01'-5" I 1 S703 1,_0„ ACCESS HATCH RISER, TYP. D W I I RST OPENING I \ + ACCESS HATCH RISER, TYP. �� o�� W SLAB OPENING, TYP. S 06 \ W 6'-4" 2�_g�� Lu TYP. I / I 9'-0" 1'-0" 2i 21-011 6'-411 1 an 4'-4" 1 4'-4" 6'-10" \ 2'-1111 2'-0" ---- -- — -- I — 0 1'-6" c 4 Z 1'-6" I 6'-0" 2'-0" 4'-4" 7'-0" FILL VOIDS BETWEEN TOP OF EMERGENCY 0 cn EMERGENCY STORAGE STORAGE ROOF SLAB, W W Lu SLAB AND MULTI -USE EL. 12.50' L Z FACILITY SLAB WITH RIGID TOP OF ACCESS HATCH RISERS, o 28'-6" GEO FOAM, TYP. EL. 15.50', TYP. co co °° C"iof z O O O 41'-8" 36-10" N �' w � Lu co SLAB OPENING, TYP. 306 S703 Q 0 0 O co a (V N A rB o S107 S108 0 W z w o � � z W � SCALE: SHOWN PUMP STATION, VALVE VAULT, AND EMERGENCY STORAGE SLAB PLANS DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S103 59 123 of WAS.& HSS 6x6x%6" ROOF rA S A7 S B �� 0 OVERHANG COLUMN, TYP. OUTLINE OF ROOF, TYP. — - — — — 36'-8" — — — —o•� GIST g%9l SIONAL 8'-6" 19'-2" 9'-0" � I — SIGNED:06/02/2023 2'-2" 3'-4" 1'-9" '-0' 1'-10" 3'-4" 4'-6" I I OUTLINE OF EXTERIOR CONCRETE I CONCRETE PEDESTAL WALL, TYP. I D104 L106 D105 SUPPORTING SLAB 302 CONCRETE DRY WELL 5702 INTERSECTION, TYP. �_i ENTRANCE EL 30.00', TOP OF CONCRETE WALL 3'-0" WALL PIER, TYP. OF 4, RST DETAIL 2'-6" L104 THIS SHEET 1 3'-2" 42'-8" C 5-0" L103 S109 1'-8" 1'-4" CD102 O 308 CONCRETE S702 LINTEL, TYP. 306 CONCRETE WALL S702 PENETRATION, TYP. 3'-0" 2'-6" L105 O CONCRETE 302 INTERSECTION, TYP. S702 8" ALL WALLS, TYP. 1'-9" 2'-0" N ADA RESTROOM LQ 16 KIP PUMP 401 CMU KNOCKOUT S704 WALL lm� EMERGENCY > DIESEL -DRIVEN PUMP ROOM I FF EL '16.50', TYP. INTERIOR CONCRETE WALL, TYP. ODOR CONCRETE 302 CONTROL INTERSECTION, TYP. 5702 ROOM *ELECTRICAL ROOM 3 66 CONCRETE WALL S702 PENETRATION, TYP. 9'-11" — Z2'_0" NOTE: 1. ACCESS HATCH CALLOUTS SHOWN ON ACCESS PLAN DWG NO. S105 2. BATHROOM DETAILS SHOWN ON DWG NO. A04.01 AND A25.01 3. TOP OF WALL ELEVATIONS SHOWN ON DWG. NO S106 4. SEE DWG NO. S105 FOR ACCESS DETAILS 5. SEE ACCESS PLAN ON DWG NO. S105 FOR BUILDING AND SITE TRANSITIONS. 6. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL UNDER/IN SLAB PIPING AND CONDUIT. 7. SEE DWG NO. A105 FOR DOOR SCHEDULE. 8. SEE 300 FOR GENERAL STRUCTURAL NOTES. TYP. A S107 10'-4" 3'-0" 2'-10" 1' 4" L108 3'-6" i 2'-8" t L109 3'-0" 1'-4" �26-0" 4'-0" I D 103 3'-4" 8'-011 9'-811 COLOR LEGEND EQUIPMENT PAD CONCRETE WALL WALL PIER LOUVER ROOF OUTLINE 1'-9" 2'-5" 1-9 L - SLAB OPENING 306 S703 4'-10" TOP OF ACCESS HATCH, EL. 16.50', TYP. 36'-10" 21'-0" MULTI -USE FACILITY FLOOR AND EMERGENCY STORAGE PLAN /4 = 1'-0" 4 STAIRWAY ACCESS TO BELOW -GRADE PUMP STATION TOP OF EMERGENCY STORAGE ACCESS SLAB, EL. 16.50' we] TOP OF ACCESS HATCH, EL. 16.50', TYP. EMERGENCY STORAGE 403 VENTILATION LIGHT POLE 5704 H c/) Z w � oa J � Z a s U) cn V a O Lu P: � Ou C) _� z jo � p LL a t4H O W C� J o Oct LL cn P. W L) Z -1!� cn >. �_4 rs' Z W J o �a � a � W o� LV uj W Lu o m 0 z m 0 c� 0 Z a_ of 0 o a cj) W W Q W � W LENGTH VARIES PER PLAN o 6" O.C. @ 12" O.C. MAX CV N N o ENDS, BETWEEN ENDS #4 VERTS I TYP. U o #3 HOOPS @ 6" O.C. FULL W w � HEIGHT OF WALL a ° ° ° a° 8", TYP. a N � U o WALL PIER BAR DETAIL PLAN VIEW W z� a NTS SCALE: SHOWN Q 1" 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S104 60 123 NOTE: 1. ALL EXTERIOR ACCESS WALKWAYS TO HAVE 2% SLOPE AWAY FROM MULTI -USE FACILITY 13'-0" A B ADA RAMP S107 S108 S OF WASSI� Uri y o� ,,Q1i 44672 ti ` C`� Ilk, C I S TES'�'9 6'-6" 9'-4" 20'-10" •J \ y4. ZONAL TOP CONCRETE SIGNED. 0610212023 PLANTER EL.14.50', TYP. 3'-10" H301 2'-011, VAL VE TYP. VAULT 10'-0" ACCESS HSS 6x6x%6" ROOF 4'-1" OVERHANG COLUMN, TYP. TOP SPREAD FOOTING, 5'-0" TYP. A 17'-10" H301 TOP STEM WALL, 40'-4" TYP. Z 8" 5'-011 8-8 4-4 � 2% w Q TYP. J a 6' -211 ------------ - H 30 C 13'-8" 04 W 4'-0" 5'-2" Q if nnil, 1 i 5'-0" DRYWELL/ — — OUTLINE OF WALKWAY ACCESS, EMERGENCY PUMP STATION O EL. 16.50 TYP. DRYWELL STORAGE ACCESS H2O 0 WALLS BELOW, Q TYP. 303 EQUIPMENT 6 8 VENTILATION PAD, EL. 16.50 TYP. � � 5702 PAD, TYP. ° ELEVATED BENCH TO ►--� � W I COVER EXHAUST FAN U z (n 4' -2 21 0 a! D v�v�v�v�v�av�v�va�v�v�v�v��v v°v°v°v°v°v°v°v°v°v°v°v°v°vAvAvAv�v�vAvAv°v°v°v°v°v°v°v°v°v°v°v°v°v°v° . J Ovvvvvvvvvvvv� DRYWELL 'vvvvvvvvvvvvv0 °°°°°°O 0°°°°°°°°°°°°°° C C I vvvvvvvvvvvv� ACCESS 'vvvvvvvvvvvvv0 p� 0°°°°°°°°°°°°°° vvvvvvvvvvvavvvvvvvvvvvvvvvvvvvvv0� C a S109 I0 vvvvvvvvvvvvavvvvavvvvav�v�v�v�v�vovvvvv S109 AW 444' 2% TYP. U W KNOCKOUT WALL 402 EMERGENCY Lu 26'-0" 5 0 LOUVER S704 O ACSTOCESS SS TYP. w � co o FINISHED FLOOR, o EL. 16.50 TYP. o 2% TYP. 15'-2" L a —lb— 4w/ (D cl) o Z U) O H2O1 0 cj) vvvvv vvvvv vvvvv vvvvv z z D_RY WELL ACCEss°v°vco 0 °v°v c� Cri o a WET i o °°°°° °"K N 0 0 2/o vvvvv vvvvv EMERGENCY I w WELL 12'-11 " ACCESS TYP. °v°v°v°v°v °v°v°v°v°v 6'-0" vvvv0 vvvv0 STORAGE 4'-0" N w o AccEss TOP OF EMERGENCY W 9'-10" STORAGE, EL. 12.50 TOP OF STEM WALL, u 0 EL. 16.50 TYP. a N W TYP. o 0 5'-2" W zW az H101 H102 SCALE: SHOWN 45'-8" 9'-0" -,- 45'-1" DRY WELL ACCESS PLAN ELEVATED BENCH TO VENTILATION III III 211 COVER INTAKE LOCATION Y4" = 1'-0" PROPOSED DRAWING IS FULL SCALE WHEN BAR MEASURES 2" GUARDRAIL, TYP. 5'-911 -, - 34'-1" 01L 6'-0" DWG NO.: SHEET No.: S105 61 123 NOTE: 1. SEE SHEETS Al05-Al 13 FOR ROOF DETAILS C8x11.5 BETWEEN RAFTERS OVERHANG 2. SEE SHEET Al09 FOR GUTTER ON OVERHANG BEAM, TYP. 510 STRUCTURE TOP 8"2 - AND DOWNSPOUT LOCATIONS W8x13 ROOF OVERHANG 5705 CONNECTION, BEAM (17'-10" SPAN), TYP. TYP. ROOF SUPPORT COLUMN, TYP. of AS& 6'-0" ° EL. 29.50, TYP. TOP OF ALL OVERHANG CONC WALLS UNLESS �.� �E�IST 44672 2 NOTED OTHERWISE �SSIONAL�� 6", TYP. ROOF PENETRATION, TYP. SIGNED: 0610212023 NO OVERHANG, 1:12 TYP. EL. 30.21, TOP OF W8x10 ALONG EDGES OF CONC WALL OVERHANG, TYP. N-S CONC WALLS TOP ELEVATIONS TO MATCH TOP OF RAFTER W8x10 6'-0" ELEVATIONS AND SLOPE O.C. WITH ROOF, TYP. SPACING, 5'-10" cr TYP., UNO w Z 1:12 1:12 Q w J EL. 31.48, TOP OF CONC WALL U. DIESEL PUMP U 0 EXHAUST O � 0 Z RIDGE VENT, TYP. — — — — — — — — — — — — 0 1:12 1:12 C Q O LL 0 W U� W H J o ��c FAN =, oW 509 BEAM -WALL S705 CONNECTION, TYP. EL. 30.65, TOP OF CONC WALL W PROVIDE FIREBLOCK cc INSULATING SPRAY BETWEEN INTERIOR CONCRETE WALLSco AND ROOF DECK TO SEAL OFF 20 GA TYPE B-36 ROOF DECK AIRFLOW BETWEEN ROOMS o z EL. 30.17, TOP OF SUPPORT ATTACHMENT: CONC WALL 1/2 EFFECTIVE DIA ARC SPOT WELDS AT 36/4 PATTERN AND 12" O.C. MAX AT PARALLEL SUPPORTS 0 SIDE LAP ATTACHMENT: o Z ROOF PLAN 3/8"xl" EFFECTIVE WIDTH AND LENGTH a- 0 TOP SEAM WELDS AT 24" O.C. MAX o cn 4 � ¢ w W z Z 0 0 m z N N O (V U- R W U N w co co a (V OBLIQUE CD W 0 0 U U NOT TO SCALE cCLi W W o 0 w SCALE: SHOWN oll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S106 62 123 REBAR MECHANICAL COUPLER'S PERFORMANCE REQUIREMENTS: 1. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. 2. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. 3. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICER REQUIREMENTS. 4. SUBMIT ICC-ES OR IAPMO UES REPORT VALID FOR THE 2018 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS. 510 COLUMN CONNECTION, TYP. S705 28.43' TOP OF COLUMN ADA RAMP rm 16.50' TOP OF MULTI -USE FACILITY FINISHED FLOOR CONCRETE STAIRS PER DWG NO. L009 jk 12.50' FINISHED GRADE 6" CRUSHED ROCK CONT. SWELLSTOP, CENTERED ON WALL PJF, TYP. — 504 BASE COLUMN 5705 CONNECTION, TYP. 1V 1.5H 309 24" 0 CONCRETE PEDESTAL FOOTING � 5704 BEARING ON STRUCTURAL FILL, TYP. STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY PER MODIFIED PROCTOR IN MAX 6" LIFTS CONT. SWELLSTOP, EA FACE. MIN 3" CLR TO CONCRETE EDGE, 1" CLR TO RST. -2.55' TOP OF OPENING CONTRACTOR DESIGNED GALVANIZED STEEL OR ALUMINUM SPIRAL STAIRCASE KNOCKOUT WALL PROPOSED DRY WELL ENTRANCE 12 1 DIESEL -DRIVEN PUMP ROOM 12 1 ODOR CONTROL ROOM #5 @12" O.C. EW CENTERED IN WALL, TYP. ELEVATED BENCH TO COVER INTAKE DRY WELL VENTILATION #5 @12" O.C. EW EQUIPMENT CENTERED IN SLAB PAD, TYP. CONCRETE WALKWAY, TYP. ° d ° e< e d d ° e ° ° ° ° ° 8", TYP. PRECAST CONCRETE PLANTER, TYP. 8-12" CURB HEIGHT OR PER 11=11=11=11 , e 1'-0", TYP. MANUFACTURER'S REQUIREMENT 1=11=11=11 I IS1=1 N 1=II-I_I=11 ' e #5 @ 6 O.C. EW T&B, O SLAB PENETRATION • ° • — —=11=II=11=1I�/\\\�\\\�\\\�\\\�\\\�\\\�\\\�,.� TYP. SLAB RE I N F. TYP. 11=11=11=11=11=11=11=11=I14 0114 1=r�� \r/i\\r/��r/� 301 RST IN EXTENSION OF PUMP =I I-11=11=11=11=11=11=11=11=11= i/i\\/i\\/r\\ 3-TON HOIST=11=11=11=11=11=11 ill `�i\\r/i�� 1 U�� SPREAD FOOTING, TYP. S703 WALLS TO MATCH EXST. RST, IIIII11-1I =11 �IIIIII��/\\\r�- #6@12 O.C.EF, — irr.1.5Hirr TYP. — — — � RST IN EXTENSION OF PUMP \\ \\ \\ \\ \\ \\ \\ \\, CHIP OUT APPROX. 4 TO 6 OF CONC., WALLS TO MATCH EXST. RST \\r�r�r�r�r�ramr\ 9„ TYP rrrrrr, CONNECT PROPOSED RST TO EXST. RST #8 @ 12" O.C. EF, TYP. \\/ir\\\/ir\\\/ir\\\/ir\�\% WITH SHEAR SCREW SLEEVE REBAR MECHANICAL COUPLER TYP., ALL PUMP \irr\\irr\\irr\\\i` STATION WALLS \/ir\sir\sir\�i � C '—' CONC. WALL OPENING, TYP. LE �1(111 I Will V ° ° ° d d ° d e < < e e d e °� d ° < ° e � d < ° ° ° d e e °d d e d e\� ° a� a a ° ° d ea d ° ° ° ° e d < d ° ed e e d a ° d ad e ° < e ° d ° d e � ° e e d a ° e ° < ° ed ° d e � ° � � a d SECTION A Yaa = 1'-0" S101 UNDISTURBED NATIVE SOIL SIGNED. 0610212023 Z O F_ V W cn a m = ral 0 0 a_ a_ O Of O /^ a W V+ Q W W W U (i Z_ 0 0o r' (V O CV O O CV N L(7 LC7 0 w U) U) � O ti O c7 a N N O C9 U U o a U w z w 0 z w Lu Q__ z O F= a U co Lu Q 01 z SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S107 63 123 8"2 of wn 'ksgr c0 0 q � 2 44672 D REGI ST0. S'IONAL SIGNED. 0610212023 EMERGENCY a 27.83' IESEL-DRIVEN PUMP ROOM ELECTRICAL ROOM TOP OF ' KNOCKOUT WALL 23.83' TOP OF DOOR ' FILL VOID WITH RIGID PJF, TYP. GEO FOAM, TYP. Z ADA RAMP EQUIPMENT CONCRETE w ° PAD, TYP. WALKWAY PER PLAN 1'-0", TYP CONT. SWELLSTOP, 16.50' CENTERED ON WALL C) TOP OF ., .. WALKWAY _ PRECAST CONCRETE PLANTER, TYP. U � 1-1 —11--1 — 1-1 —11--1 — — —1-1-1 —�1— r=� /. ° r r-1� J_-11-� . II-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11 r=11-11 ° 1--I1-11-1-11-11-11-11-11-11- 11-11-11-11-11-1141-11-11-11-11-11-11-11-11-11 11=11=r=_11=Ir=_11=Ir=_11=Ir11=Ir11=111 1=11=11=11 @ 6I O.C., E.W., T&Br ' P1=11=1=11=11=11=1141414141A14R1=1=11=1=11=11=112.50I r /r / r 1=Ir11=I=11 Ir=_II • '� �—II—II—II—II—II—II—II—II—II—I I —I I — FINISHEDGRADE//i//i//i,,/ „____________ _____—___________________ ° a \\,\\\/\\\/ \, I_II_II_II_II_I I_II_II_II_II_II_I I I_II_II_II_II_I II_I I_II_II_I_I_II_I_I_II-11_II_II_II_II_II_II_II_II_II_II_II_I I_II_II_II_II_I I d a d d a a �1�11=1I—II—II—II—II—II—II II —II —II —II— II —II —II —II —I = II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —II —III d a a a I-1I—II-1I-1I-1I-1I-1I-1I-1I-1 p[� �--� -----_____ .. .<. .. .. ..... .. .. .. .......a. _ _II —II —II —I 11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11=11—II—IIL—II—II—II—II—II • • • • • • • • • • • • • • • • • • • 11-11-11-110.50——11-11=11 //i\//i Z 107,l l ALL Il 1!I O O ES WALLS PROPOSED ACCESS #8 @ 12 O.C., E.W. O.F. d • •• °• LADDER, TYP #8 @ 6 O.C. VERT, a 1 ° 0 W II TYP LAYOUT ADD L BARS �\�\\\� #8 12 O.C., /i /i. STRUCTURAL FILL\`/\\`/\� @ \\`/\\`� HORZ. TYP I.F. ° SHOWN ON S102. TYP O.F. EXTERIOR WALLS. EXTERIOR WALLS d #8 @ 12" O.C., O 8 E.W., E.F. •� `\�/i`\\/i� CONTROLLED DENSITY FILL V-6", TYP. CONTRACTOR DESIGNED o SHORING CC -3.06' < 4 �\\��\\\�� SYSTEM, TYP. / r c- ��/i��/i�� d d ° TOP OF o PLATFORM PER DETAILS ON DWG. N0 S706, INSTALL BENTONITEuj SUMP PER BLANKET UP TO 1 PAST THE ° \\i\\ GROUND WATER TABLE AS��\\`��\� • ° a • d ° d• PLAN, TYP SHOWN ON DWG NO. C003 TOC ° ° d<u a ° d a ° o ° ° d <° d 8° ° 1 11 BASE SLAB ��/i��/ o ° d d d UNDISTURBED�� NATIVE SOIL \\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ o #5 @ 6" O.C., E.W., T&B o Z MIN. 6" DEPTH OF CRUSHED SURFACING O B FAOCE. 3" CLR SWELLSTOP, EA BASE FOOTINGS. COM ACT TO FIRM AND SECTIONALL SLABS „ 5101 1" CLR TO RST. TYP. UNYIELDING CONDITION z z Lu Y4" = 1 —0 EDGE, � � � ALL BELOW GRADE WALLS CC z SUBGRADE TO BE INSPECTED BY GEO o SPECIALIST TO CONFIRM SUITABILITY M M � z O O 11 O Ln u-i o a w M M cn W O � ti � � M a N O ¢O C9 H U cD w �w z w ¢ SCALE: SHOWN 011 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S108 64 123 REBAR MECHANICAL COUPLER'S PERFORMANCE REQUIREMENTS: 1. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. 2. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. 3. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICER REQUIREMENTS. 4. SUBMIT ICC-ES OR IAPMO UES REPORT VALID FOR THE 2018 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS. 301 CONCRETE SPREAD FOOTING S703 PRECAST CONCRETE PLANTER, TYP. 16.50' TOP OF PUMP STATION ROOF AND MULTI -USE FACILITY FINISHED FLOOR 12.50' FINISHED GRADE AND TOP OF EMERGENCY STORAGE ROOF CHIP OUT APPROX. 4" TO 6" OF CONC., CONNECT PROPOSED RST TO EXST. RST WITH REBAR MECHANICAL COUPLER TYP., ALL PUMP STATION WALLS EXST. RST STEEL, #8 @ 12" O.C. EF, TYP. 512 BREAKER BAR CONNECTION 5704 EACH SIDE OF WETWELL, TYP. WETWELL CONRETE FILL SECTION DIMENSIONS, SEE DETAIL BELOW EMERGENCY DIESEL -DRIVEN PUMP ROOM O EQUIPMENT PAD, TYP. #4 STIRRUPS @ 24" O.C., TYP. BEAMS BELOW MULTI -USE FACILITY SLAB AND ALL 1' WIDE ACCESS HATCH RISERS (3) #6 EVENLY SPACED T&B, TYP. BEAMS BELOW MULTI -USE FACILITY SLAB AND ALL 1' WIDE ACCESS HATCH RISERS 8-12" CURB HEIGHT OR PER MANUFACTURER'S REQUIREMENT ELEVATED BENCH TO COVER EXHAUST FAN #5 @ 5" O.C., E.W., T&B, TYP. ALL ACCESS HATCH RISER SLABS FOR EMERGENCY STORAGE a ° ° d ° ° a e °d ° ° ° a a. II 11=11 II I II .. RUNWAY BEAM 11=11=11=11=11 505 /�/� / / S / #4 SKIN REINF. @ 4" O.C. EF INSIDE STIRRUPS, PROPOSED ' II-II-II-II-11-11 CONNECTION TO 5705 T::L //� / � / � / � � / °=11=11=II=11=11 ' ' = CONC. WALL /� / / ; , / TYP. BEAMS BELOW MULTI -USE FACILITY SLAB STAIR HANDRAIL • IRiI IHII INI • . III _ _ AND ALL 1' WIDE ACCESS HATCH RISERS / �11I .. FILL VOIDS WITH RIGID GEO FOAM, TYP. (2) CONT. SWELLSTOPS FULL PERIMETER OF �1 CY 7.03' CONCRETE INTERFACE ERGS SAW CUT EXISTING WALL E � � A (jf i� y TO MATCH PROPOSED CONCRETE ANCHORS ST� UR� ��X///��///��///��///��///��/// PER DWG N0. S 101 T EMERGENCY STORAGE C RUC ENTRANCE. CUT BACK ALL S 1 " TYP �--� EXPOSED REBAR 3/4 AND CONTRACTOR DESIGNED PATCH W/ NON -SHRINK CONCRETE OPENING 306 7" TYP FRP STAIRS, SUPPORTS GROUT REINFORCEMENT S703 BOLTED INTO WALLS yVE LL PROPOSED LANDING, TYP. MINIMUM 3 REQUIRED WITH (2) SWELLSTOPS AROUND MAXIMUM 11'-6" HEIGHT BETWEEN OPENING. 6" O.C., 3" CLR TO 7,_1„ EDGE OF CONCRETE, 1" CLR TO RST. 21' o d d a d ° °° ° d° QO ° ° o ° ° ° ° ° ° d #5x42" CONCRETE ANCHORS. EMBED 6" INTO EXISTING SLAB @ 24" O.C., LAP W/ TYP. REINFORCEMENT, TYP. SECTION S101 EXISTING CONCRETE Y4" WETWELL SLOPE SED CONCRETE FILL WETWELL CONCRETE FILL SECTION DETAIL N TS #8 @ 12" O.C., E.W., I.F. TYP ACCESS HATCH, TYP. CONT. SWELLSTOP CENTERED ON WALL CONT. SWELLSTOP CENTERED ON WALL, FULL PERIMETER OF ACCESS HATCH • PE #8 @ 12" O.C., E.W., O.F. TYP LAYOUT, ADD'L BARS • SHOWN ON S102. TYP O.F. EXTERIOR WALLS. °g PER DETAILS ON DWG. ° 4 NO S706, INSTALL BENTONITE BLANKET UP TO 1' PAST THE ° GROUND WATER TABLE AS SHOWN ON DWG NO. C003 s_ TOC FOR EMERGENCY 1V SIGNED. 0610212023 Z O F_ V Lu cn am =r U 0 o Z a_ O Of o C/) w _ Q > W W W U Ci z 0 0 0o M M O O O CV N o w U) U) o 0 O c7 a N N O C9 U U o a U w z w 0 z w Lu Q__ 'I m z O F= a U co Lu Q ofz SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S109 65 123 NOTE: ADA ACCESS RAMP AND MULTI -USE FACILITY ACCESS ARE NOT SHOWN FOR CLARITY. SEE DWG NO. S105 FOR DETAILS. EL. 3.93' FLOOR SLAB NORTH WALL THRUST BLOCK, SEE PERIMETER, TYP. SHEET S203 AND S204 FOR DETAILS 29'-0" C of WAS FULL PERIMETER OUTLINE OF PROPOSED�� c ACCESS HATCHES H CLEAR OPENING, TYP. TROUGH, S203 LADDER 44672 �73T. PERIMETER s 61-71v EAST WALL THRUST BLOCK, SEE S'IONAL F1 SHEET S203 AND S204 FOR DETAILS ADD'L O.F. VERTS PER SIGNED. 0610212023 VERTICAL BAR DETAIL 3, 3 THIS SHEET, TYP ALL WALLS TYP. PIPE PENETRATION, 2%, TYP Y PROPOSED TYP. 2%, TYP / LADDER \ ACCESS, Z TYP. OF 2 w u 13'-0" Z \ � Q G 1'-611 LADDER G Q 0 S203 / L ❑ TYP. S203 ^ J 11-611 LL L TYP. 3'-3" � 2%, TYP 1'-0" TYP. ALL > EL. 2.50' TOP OF AROUND H W FOUNDATION, TYP. U Z > WEST WALL THRUST BLOCK, SEE PROPOSED EL. 2.50', TYP. J SHEET S203 AND S204 FOR DETAILS FOUNDATION, Q TYP. SOUTH WALL THRUST BLOCK, SEE SUMP, TYP. > SHEET S203 AND S204 FOR DETAILS o. H VALVE VAULT FLOOR PLAN S203 1#p1 J/2 = 1'-0" O W s W U- o m co z m 0 3" 3" 3" 3" c� 0 M CD z z z � O O O o Z U U U a O of O (n a w W w W � z MIN LAP cli 0 m CM M Z 72" N o 0 0 L L o a TOP OF FOUNDATION SLAB 60" j c W w c 0 0 — M tQia N W O ¢O F- U c #5 #4 #5 #4 #5 W Lu STD HOOK � a W VERTICAL BAR DETAIL 3 3 OBLIQUE SCALE: SHOWN 1 t2" = 1'-0" TYP. NOT TO SCALE Q 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S201 66 123 NOTE: ADA ACCESS RAMP NOT SHOWN ACCESS LANDING FOR CLARITY. SEE DWG NO. C012 FOR CONTINUED, SEE OUTLINE OF VALVE VAULT DETAILS. TOP BARS IN BEAM FOR DWG NO S105 FOR WALLS BELOW, TYP. STIRRUPS, TYP. DETAILS EL. 16.50', TYP. rH y A, of WAS c 0 PROPOSED ROOFZ:l EL. 16.50' TOP OF 81-911 44672 �+ � AND PROPOSED 15 VAULT, TYP. GISTS WALKWAY / 2'-0" 4'-0" 4'-8" 6'-4" 3'-8" 614" S'IONAL INTERSECTION CONCRETE OPENING RST, 306 TYP. S703 SIGNED. 0610212023 2' -0" 2'-8" K K vvvOvvvvOvvvvOvvv S203 S203 000000000000000000 5'-4" I vvvvvvvvvvvvvvvvvv 000000000000000000o H301 vvvavvvvavvvvavvvvav 000000000000000000000000000000000000000000 �O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�ODO K 000000000000000000000 Ovvvvvvvvvvvvvvvvvvvv S203 �O�O�O�O�OXOgO�O�Ox"'g vovovovovovovovovovovI-. X ovovovovovovovo 000000000000000000000 � v� vvvvvvvvvvvvvvvvvvvvv 0000000 CXXX 00000000 vvvvvvvvvvvvvvvvvvvvv 0000000000000000000000000000000000000000g' Z 00000000000000000000 0 9'- 0" w v v v v v v v v v v v v v v v v v v v v v , TYP. OOvvvvvvvvvvvvvvvvvvv w 000000000000000000000 vvvvvvvvvvvvvvvvvvvvv 000000000000000000000 Z �O�O�O�O�O�O�O�O�O�O�O�O�X� C'X"O�O�O�O�O�O O 4'-4" vvvvvvvvvvvvvvvvvvvvv Q 000000000000000000000 OOvvvvvvvvvvvvvvvvvvv 000000000000000000000 J Ovvvvvvvvvvvvvvvvvvvv I U � �O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O OOOOOO0000011 -A -A 0000 vvvvvvvvvvvvvvvvvvvvv �O�O�O�O�O�O�O�O�O�O�O�O, , ,�O�O�O�O�ODO 000000000000000000000 OOvvvvvvvvvvvvvvvvvvv 000000000000000000000 Ovvvvvvvvvvvvvvvvvvvv 000000000000000000000 G OOvvvvvvvvvvvvvvvvvvv S203 �O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O S203 � � J � Q VZ J H30 OUTLINE OF SLAB -INTEGRATED CONCRETE ROOF OPENING FOR BEAM, TYP. H301 PROPOSED ACCESS HATCH, TYP. % o SEE DWG NO. S105 FOR ACCESS HATCH SCHEDULE VE uj W LL H co o S203 0 z m 0 VALVE VAULT ROOF PLAN `D 0 M o� 2 o Z a_ 0 of o cj) a w Q � W W W cD z a 0 m z N oN Oi (D L6 Lri 0 a w � U U) W O Q O M n a N W O ¢O U U � a � U � w � zW a W� OBLIQUE SCALE: SHOWN NOT TO SCALE ° r 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S202 67 123 PROPOSED ACCESS HATCH, TYP. PJF, TYP. 00 H301 H301 000000000000000000000 000000000000000000000 ACCESS CONTINUED vX X X "O, X X XVOVO X X "'CC' X X XVOVOVOVOVOVO vOVOVOVOVOVOVOVOVOVOVOVO11 11K VOVOV11K 1O FROM MULTI -USE vOVlx x):VOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOvO vOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOvO FACILITY, SEE DWG vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv vovovovovovovovovovovovovovovovovovovovovo vovovovovovovovovovovovovovovovovovovovovo NO.S105 FOR vovovovovovovovovovovovovovovovovovovovovo vovovovovovovovovovovovovovovovovovovovovo 000000000000000000000 000000000000000000000 vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv EXTENT DETAILS X X X X000000000000000 000000000000000000000 NORTH WALL vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv WASc OOOOO0000000000000000 000000000000000000000 of kr vOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOvO vOVOVOVOVOVOVOVOVOVOVOV1_1\1I OVOVOVOVOVOvO THRUST vovovovovovovovovovovovo04 x IX IX "'Z04 xvovo vovovovX', X ovovovovovovovovo X X 11Xvovovo EAST WALL BLOCK PER r� vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv �Ox vl ))c X;< VC V. VC X;;< x V, V, x X;�OV, V, X �O �O�O�O�O�OV,Ovl) Oc x >OV, V, X;;< x V. V. X;< x >.1 THRUST DWG N O. S204 SOUTH WALL 000000000000000000000 OOOOOOOOOOO0000000000 vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv THRUST BLOCK 44672 OOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOO0000000000 BLOCK PER vOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVO vOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVOVO PER DWG NO. S204° P�CISTER�9 16.50' vovovovovovovovovovovovovovovovovovovovovo voaovovovoaoaovovovoaoaovovovoaoaovovovoao DWG NO. S204gIONAL FINISHED GRADE ��% • ° e ° , '� , • • • SIGNED. 0610212023 ° ° D ROOF #4 @12" O.C. T&B D e ° ' ° ' LADDER, TYP. • It -OPENING, 9" CONC. SLAB r •' ' O.C. T&B TYP. #5 @ 6" ' ''' ' ' ' p r r r . D INTEGRATED BEAM TYP. e , ° ° CONT. SWELLSTOP OF 2, SEE THIS SHEET e CENTERED ON WALL p e r r o • • • • • • r r #5 @6" O.C., TYP. ALL D WALLS D e ° e e •&-0 — _m: a r r r e ° #5 @6" O.C. E.F., TYP. ALL o ' o ' o WEST WALL D • WALLS e D ° r • THRUST Z r BLOCK PER •° • • ° . D r D D • D p e r r W DWG NO. S204 #5 @12" O.C., TYP. ALL e e , ° ° , ° , ° WALLSr ° D° a � e r r e >° ° ° • t •D • • • • • r r r Dr ° B D • e a° a° r ° e a a cn D e r r r r e D a D a D a Z • N , a ep • • r • r D ° D ° r r r r O O O a D • • • • • • e a > a a a a e r s e e r D r D D D O r a r a r a r e ► e >D a e e ° r ° D r r p r r r A r p + ° > a• • °• a N a V a • D B SUMP, TYP. D W De ° r D er ° • s , e ° r e a r a #5 DOWELS @36" O.C. E.W. r LF cn #5 @12" O.C. E.W. T&B r r D° ° s p • >° 2%� TYP. ° D° D° D° e r • r e • • �� • D • r 3.93' ° • •r �� • • f r r rT r r • • • • • w a p e r r VAULT1 �_p�� e ° s r .D > ° > . • . D ° . . , e a r r p e a a a , D r r e e e D p • Q • • • • •, r • • ° FOUNDATION D p e , r e D e a • r r a e a r a a , r TYP. r •. D e •0 e ? e e = ° W r ° e e e r •, p , D ► reD . 1 • r , D° r ° r e D D ° rD r r r • a u D r • ° • r • ► • r p • e • 1� e e e a J � L /k/ e a e \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PIPE I�1 ROUGHENED SURFACE #6 @ 4" O.C. #5 @ 12" O.C. SUBGRADE TO BE INSPECTED BY GEO PENETRATION, CONT. SWELLSTOPS, E.F., TYP. FOUNDATION SLAB AND TROUGH JOINT BETWEEN SECTION G #5 @12" O.C.T&B SPECIALIST TO CONFIRM SUITABILITY TYP. SECTION H TYP. BASE OF WALL FLOOR SLAB, TYP. Y° = 1'-0" Y. = 1'-0" MIN. 6" DEPTH OF CRUSHED a SURFACING BASE COURSE. (2) #4 TOP REINF., STD HOOK COMPACT TO FIRM AND VE BARS DOWN INTO WALL UNYIELDING CONDITIONS. EACH END, TYP. #4 STIRRUPS @ 6" O.C. SLAB REINF., TYP. THROUGHOUT BEAM w I\ — z er D n D • , a D , r° •> a r e r r a LL ° a r e •r a r D e �, e, a Dr° ap 0 co 9" TYP. ° � ° e a r r e r e D e D r rpe e r D r O r r • ° Z a a 16", TYP. g r >e r r a a e ° D 'A AI (D a F." ° r • , e (3) #6 BOT REINF., STD HOOK • ' e ° � U) BARS DOWN INTO WALL D r e o Z EACH END, TYP. 12", TYP. of o a Lu Q � INTE BEAM z K RATED LAB G S o NOT TO SCALEcli TYP. m z I=> oN 0 o w c W w 0 0 — O M a N w H U o � W o W SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: VALVE VAULT co RETAINING WALL STYLE THRUST BLOCKS THRUST BLOCK WALL PRIMARY BEAM /SLAB WIDTH EL TOP OF EL BOTTOM OF PRIMARY REINFORCING CROSS -BEAM VERTICAL AND WALL LOAD MECHANISM THICKNESS SPAN DIRECTION SPAN LENGTH (PERPENDICULAR TO SPAN) THRUST BLOCK THRUST BLOCK (TENSION FACE IN SPAN DIRECTION) REINFORCING HORIZONTAL DIAGONAL REINFORCING AT PIPE PENETRATIONS NOTE: STANDARD REINFORCEMENT OF #5 BARS @ 12" O.C. MIN. EACH FACE, NOT SHOWN FOR CLARITY #5 HOOP STIRRUPS AT 12" O.C. TYP. AT THE INTEGRAL "BEAMS" FORMED BY PRIMARY RST AND TYPICAL RST AT OTHER FACE, AND AT THE CROSS BEAMS TOP OF PRECAST VAULT ROOF BOTTOM OF PRECAST VAULT FLOOR SLAB WEST WALL THRUST BLOCK ELEVATION NOT TO SCALE TOP OF PRECAST VAULT ROOF #5 BARS @ 12" O.C., TYP. #5 BARS @ 6" O.C., TYP. OUTLINE OF PRECAST VAULT WALLS, TYP. OUTLINE OF PRECAST VAULT WALLS, TYP. 5'-0" 18", TYP. THRUST BLOCK #5 HOOP STIRRUPS AT 12" O.C. TYP. AT THE INTEGRAL "BEAMS" FORMED BY PRIMARY RST AND TYPICAL RST AT OTHER FACE, AND AT THE CROSS BEAMS OUTLINE OF PRECAST VAULT WALLS, TYP. (3) #5 BARS, TYP. �I THRUST BLOCK NORTH WALL THRUST BLOCK ELEVATION NOT TO SCALE PRIMARY REINFORCING (3) 2-BAR BUNDLES #7 BARS, TYP. 18", TYP. CROSS BEAMS (3) #6 BARS, TYP. SOUTH WALL THRUST BLOCK ELEVATION NOT TO SCALE I BOTTOM OF PRECAST VAULT FLOOR SLAB OUTLINE OF PRECAST VAULT WALLS, TYP. #5 BARS @ 6" O.C. FROM EL. 1 V TO EL. 3.75' TOP OF PRECAST VAULT ROOF BOTTOM OF PRECAST VAULT FLOOR SLAB 306 PENETRATION RST S703 (3) #5 BARS, TYP. BOTTOM OF PRECAST VAULT FLOOR SLAB TOP OF PRECAST VAULT ROOF THRUST BLOCK EAST WALL THRUST BLOCK ELEVATION NOT TO SCALE SIGNED. 0610212023 oml t67 TO O z m 0 cn Z 0 W/� li co co (V N O O CV N Q 0 0 O of a 2i 0 c(J (V N O C9 O cn �e 0 J m cn J Q W 0 0 z SCALE: SHOWN 0, 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S204 69 123 llll-� 8"2 J S302 40'-3" 2'-0" SPREAD FOOTING, TYP. 1'-0" STEM WALL, TYP. TOP OF GENERATOR PAD of WA Sg 0 TOP OF EXTERIOR STEM WALL, EL. 15.50' STEM WALL, EL. 16.50' y TOP OFSPREAD 446721 S �P 9 FOOTING, EL. 12.67' ENTRY GATE °+ EXISTS IONAL 15'-11" SIGNED. 0610212023 I I S302 22'-5" S302 TOP OF EXTERIOR STEM WALL, EL. 16.50' w 0 w z 9'-5" 27'-10" O Q �i z V� 0 O~ � J z az S302 0 Z J O� �a GENERATOR FOUNDATION PLAN w OBLIQUE LL 0 O � O NOT TO SCALE I J J LL S302 I--i VZ Q TOP OF GENERATOR PAD/SLAB, a! W EL. 16.50' z W � C'3 oW W W LL- cr- I o m S302 K GENERATOR S302 S302 o z m 0 (D 0 SCREENING PER o DUMPSTER, TYP. OF 2 SITE PLAN o Z 0 o cj) 5'-6" g Q > W W W c� cli z a 0 M m M N 2'-7" � O OLu ZO CLR. STAIR RAIL, TYP. cn 511 a �' c U 3'-0" TYP. #4 HAIRPINS IN SLAB T&B AT co36"MIN. Q EACH POST LOCATION, TYP. 0 0 O co O ¢O K J U o S302 S302 Lu 90° BEND 6" MIN. W GENERATOR FLOOR PLAN SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S301 70 123 ;00111111111111111111l vle WASgf cO O O 44672 SEC I S T V0g �SSIONAL�� SIGNED: 0610212023 #5 @ 12" O.C. EW CENTERED IN SURFACING PER SITE SLAB, TYP. PLAN, TYP. 11_p 0 0 • •r^, d— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ll — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —=11-II=II-II-11=I1-II=II-II=II=II-I I=I1-11 — — — — — — 11=11=11=1I=11=1I=11=1 I=11=11=1I=11=1I=1I=1 I=11=11=1I=11=1I=11=1 I=1I=11=1I=11=1I=11=1 I=1I=11=1I=11=1I=11=1 I=I I=11=1I=11=1I=11=1 I=1I=11=1I=11=1I=11=1 I=1I=11=1I=11=1I=11=11=1I=11=1I=11=1I=11=11=1I=11=1I=11=1I=11=11=1I=11=1I=11=1 I=11=11=1I=11=1I=11=1 I=I I I I=-1I=11=1I=11=1 I=1I=1 — - II 7 • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BCOMPACTED T = _ _ _ _ _ •_________________________________________________________________________________I6 CSBC0 -----_ FINISHED GRADE, TYP. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I -I I -I I -I I -I I -I d — — — — — El — — — — — — El — — — — — — El — — — — — — El — — — — — — El — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — El — — — - - - - - - - - - - - - - - W I I -I I -I I -I I -I I -I I1I1 I -I I -I I -I I -I I -I I1I1 I -I I -I I -I I -I I -I I1I1 I -I I -I I -I I -I I -I II1 I -I I -I I -I I -I I -I I1I1 I -I I -I I -I I -I I -I I -I I-1 I -I I -I I -I I -I I -I I -I I-1 I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I1I1 I -I I -I I -I I -I I -I I-1I-1 I -I I I- -I I -I I -I I -I I-11-I1-1 ________________________________________________________________________________ FIRM AND UNYIELDING =_____ •—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II-11- �—II—II—II—II-11-11 CONDITION TYP BELOW -____--.,• _I I -I I -I -I I-I-I-I -1I-1I-I1-I I-11-I1-1I-I1-1I-I1-I I-11-I1-1I-I1-1I-I1-I I-11-I1-1I-I1-1I-I1-I I-1I-I1-1I-I1-1I-I1-I I-1I-I1-1I-I1-1I-11-I I-1I-I1-1I-I1-1I-11-I I-1I-I1-1I-I1-1I-11-I I-1I-I1-1I-I1-1I-11-I1-1I-I1-1I-I1-1I-11-I1-1I-I1-1I-I1-I-I1-1I-I1-1I-I1-I I-11-I1-1I-I I I I -I I-1I-I1-1I I 1 ________ SLABS AND FOOTINGS _ . ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------__�� — -1 —I1 I II 11 I 1 I II 1 I 1 I 1 I II 1 I 1 I 1 II 1 I 1 I 1 II 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1-I-1-I-1-I-II--I-I-I-I-I-II--I-I-I-I-I-II—I-I-I-I-I-I II I I I-11-I1-I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I- I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I —I I —I I —I I —I I —I I —I I —I I —I I —I I —I I —I I —I I —I I —I I -I I -I I -I I-I1-I I —III I —I I —I I —I I —I I —I I —I I —I I —I I —I I —I _\\\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I//\//\/// \/\/ • — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —cn — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II II II II 11 II II II II II II 11 II II II II II II 11 II II II II II II 11 II II II II II II 11 II II II II II II II II II II II II II II III =/\/\/\\ ° e a I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I I I -I I -I RI I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I d II -II -II -II -II -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II- -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -I I -II -II -II -II -II -II -I I II -II -II -II -II r r Z —I / II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II- II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -II -I I -II- \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ STRUCTURAL FILL COMPACTED TO 95% SPREAD 301 O �i DRY DENSITY PER MODIFIED PROCTOR IN FOOTING, TYP. S703 0 V MAX 12" LOOSE LIFTS SECTION I O cf) Y" = 1'-0" S301 1� F-1 Ix cn 0 O Lu � a PROPOSED U Z w ~ DRILL AND EPDXY, GENERATOR � ♦ R MIN 4" EMBED, TYP V of Z;q - 11" TYP. • 8 d 7" TYP. o°e • ° • d a a • a a a a s N. #4 NOSE BARS �4 1=1=I =1=1==1=1=1=1=1=1=1=1=1=1=1=11=11 ° a ° d °° d, ° a ° ° @ 12" O.C. 1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11= - W -I I-11-11-11-11-11-11-I I-11-11-11-11-11-11-I I-11-11-11-11I ° d a QQ ° ° a a ° ° d • ° 1 1 /2" CLR 1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11= ° #4 BARS @ 12" =II=11=11=II=11=II=11=II=II=11=1I=11=1I=11=1I=1I=11=11=1I ° ° • < • ° •d 1/2" F1554 GR. 36 CONCRETE ,_ �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 • ° ° ° ° d • , • ' O.C., E.W., TYP ANCHORS WITH MIN. 4" EMBEDMENT #5 @ 12" O.C. EW 7 1=11=11=11=11=11=11=11=11=151RIRIRIRI1=11=1RIRI1= d 44 • FOR GENERATOR STRUCTURE CENTERED IN =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 a ° • d r ° , • /i//i//i//i//i//i//i//i/! 1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11= • • ° d \\\\\\\\\\\\\\\\\\\\\\\\\\\ SLAB TYP. o d • ° • . , • • ° • d d ° ANCHORAGE, TYP. 0 F 6 ' m =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1I • ! o - - - - - - - - - - - - - - - - - -\i\\\\//\\\/�/\\\/�/\\\/�/\\\/�/\\\/�/\\\J -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-11- TYP. 1I-11-11-11-11-11-11-11-11-11-11-11-11-11-11-1I �_� -� _-� -- 11-11-11-11-11-11-11-11-11-11-11-11-11-111-1-1I d ° II-1I-1I-1I-1I-11-11- =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11- I-\\\\\\\\\\\\\\\ =11=11=11=11=11=11=11=11=11=11=11=11=11=II=11=11 • °=i�\�/i/\/i/\/i/\/i/\/i� II-II-II-II-II-II-II-II-II-II-II-II-II-11-11-1 I1=11=11=11=11=11=11=11=11=11=11=11=11=11=�1�'�\\ \\ \\ \\ \\ 1-0 TYP. �_ \y/\/i/\/i/\//K\ KN/ice/ o =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 11=11=11=11=11=11=11=11=11=11=11=1I )�� \ \\ \\ \\ \\ =j 1, // o o o 1=11=11=11=11=11=11=11=11=11=11=11=I=11=1 I- a-11=11=11=11=11==11=1 I I ��y�\\\//\\\//\\\//\\\//\\\/, ° d • • ° • ° d ° • A. • ° d ° • ° ° ° ° d 16.50 Q =i i=i =i =i i=i =i i=i�L��\/`\��j�I\ \/l�l\\\\\\r ° * ., •d : ° ° . ° ° ° a ° ° n . A. d . ° . 40 • •4 • TOC 0- Z _ w W W WM 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1I Z_ _ _ _ —1—II-1—II-1—II-1-1—II-1—II-1—II—II—I—II—I—II—I—II—II—I—II—I—II—I—II—II—I—II—I—II—I—II—II—I—II—I—II—I—II—II—I—II—I—II-1-1—II-1—II-1—II-1-1—II-1—II-1—II-1-1—II-1—II-1—II-1-1—II-1- 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=I I=11=11 M SECTION======================================================================== K—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II—II-II-1 N N — — — — — — — — — — — — — — — — — E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - N O O 11-1I-11-I I-1I-I1-1I-I1-1I-11-I I-1I-I1-1I-I1-1I-11-I1-1I-I I-1I-I1-1I-11-I1-1I-I1-1I-I1-I I-11-I1-1I-I1-1I-I1-I I-11-I1-1I-I1-1I-I1-I I-1I-I1-1I-I1-1I-I1-I I-1I-I1-1I-I1-1I-I1-I I-1I-I1-1I-I1-1I-11-I I-1I-I1-1I-I1-1I-11-I I U- \ II II -II -II -II -II -II -II -II -II II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-I �rS 0 a a w /i /i /� =I -I I -I I -I I -I I -I -I I -I -1- I - I- -I I- I -I - I -I - I- -I - I -I - I -I - I- -I - I -I - I -I - I- -I - I -I - I -I -I I- -I - I -I - I -I -I I- -I - I -I - I -I -I I- I -I - I -I - I -I -I I- I -I - I -I - I -I -I I- I -I - I -I - I- -I I- I -I - I -I - I--11-I-I I -I I -I I I I I I-11 _ co \"\\///\\\//\\�/i1J======---=======================----=======11=�\�\\\/\\, co \�/\\\/\\\,III-II-II = II -II II =__ =___�_ =___�_ =_�___ =_�___ =_�___ =_�___ II-II-II-II-II-II-IIN o /�//i//i/�J ==11-11-11-1=11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11- 11-11-11-11-11=j1ii�`/i/\\/i/�\,//` � � - NATIVE IL \�\\i///iy�=11=11=1=1=====================================================================1=11=11-11ji�i\\\///\\\ 0 0 UNDISTURBED ``/;\JJ=11-1-11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11- _II / / /, ¢ N \\j \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\ \\ � p STRUCTURAL FILL COMPACTED TO 95 /a,��/�i,//��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/�� /,/, CDDRY DENSITY PER MODIFIED PROCTOR IN SPREAD 301 MAX 6" LIFTS 5703 FOOTING, TYP. SIM. z MIN 6" DEPTH OF CRUSHED SURFACING W BASE COURSE UNDER ALL SLABS AND SCALE: SHOWN FOOTINGS. COMPACT TO FIRM AND SECTION UNYIELDING CONDITION Y" = 1'-0" S301 o'l I° 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S302 71 123 GENERAL NOTES CONCRETE CONCRETE CONTINUED: RH2 1. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPLETE FOR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL VERIFY INFORMATION GIVEN HERE AND OTHER DOCUMENTS AND BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER. 2. SUBMITTALS - SHOP DRAWINGS AND MATERIAL SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE REINFORCEMENT, EMBEDDED STEEL ITEMS, AND STRUCTURAL STEEL. 3. DEFERRED SUBMITTALS - PER IBC SECTION 107.3.4.1, DESIGN DRAWINGS, CALCULATIONS, OR SHOP DRAWINGS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED CALCULATIONS ARE FOR INFORMATION ONLY AND WILL NOT BE STAMPED OR RETURNED. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: - GUARDRAILS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. CODES AND STANDARDS 1. STRUCTURAL A. ALL METHODS AND MATERIALS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, AS AMENDED AND ADOPTED BY THE CITY OF PORT ORCHARD. B. STRUCTURAL AND MISCELLANEOUS STEEL FABRICATION AND ERECTION SHALL CONFORM TO THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITION. C. WELDING OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE AWS D1.1, 2010. D. REINFORCED CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-16 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (AISC). STRUCTURAL STEEL 1. CHANNELS, ANGLES, PLATES, AND MISC. STEEL ASTM A 36, UNO 2. STEEL PIPE, UNO ASTM A 53, GRADE B 3. METAL FABRICATION: ALL METAL FABARICATIONS SHALL BE HOT —DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A 123, GRADE 100. ALL GALVANIZING AT FIELD WELDS AND WHERE THE ORIGINAL COATING IS DAMAGED SHALL BE REPAIRED ACCORDING TO ASTM A 780, METHOD Al USING ZINC WELD STICK. WELDING 1. ALL WELDS SHALL BE PERFORMED WITH PROCEDURES PRE —QUALIFIED OR QUALIFIED IN ACCORDANCE WITH AWS D1.1. 2. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP —WELDED OR FIELD —WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. 3. WELDING ELECTRODES SHALL BE 70 KSI STRENGTH AND SHALL BE "LOW —HYDROGEN" ELECTRODES. ANCHORS 1. EXPANSION BOLTS: EXPANSION BOLTS IN CONCRETE SHALL BE WEDGE -TYPE ANCHORS MADE OF GALVANIZED CARBON STEEL. BOLT SPACING AND EMBEDMENT LENGTH SHALL BE AS DESIGNATED ON THE DRAWINGS. BOLTS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. THE FOLLOWING TYPES SHALL BE USED, UNLESS NOTED OTHERWISE: HILTI KWIK BOLT -TENSILE ZONE (KB-TZ), RED HEAD TRUBOLT+, SIMPSON STRONG -TIE STRONG BOLT, OR A PREAPPROVED EQUAL. A CURRENT ICC REPORT SHALL BE SUBMITTED FOR ALL EXPANSION BOLTS TO BE USED. 1. CONCRETE MATERIALS: A. CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING: 2 MIN. f'c TEST AGE MAX. W/C MIX (PSI) (DAYS) RATIO CAST -IN -PLACE CONCRETE 4,000 28 0.40 UNO, ALL CONCRETE SHALL BE READY -MIX. BATCHING, MIXING, TRANSPORTATION, AND DELIVERY OF READY -MIX CONCRETE SHALL CONFORM TO ASTM C94 B. PORTLAND CEMENT SHALL BE ASTM C150, TYPE 1/11 AND CONFORM TO ASTM C595 C. COARSE AGGREGATE SHALL BE 3/4" NOMINAL AND CONFORM TO ASTM C33 D. WATER -REDUCING ADMIXTURES SHALL BE TYPE A, D, F OR G AND CONFORM TO ASTM C494 E. AIR CONTENT 5% f 1.5% F. SLUMP SHALL BE 3" TO 5" WITHOUT VIOLATION OF W/C RATIO LIMITS. G. PROJECTING CORNERS OF WALLS, SLABS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER, UNO H. FORMWORK SHALL BE DESIGNED IN ACCORDANCE WITH THE ACI "MANUAL OF CONCRETE PRACTICE," LATEST EDITION. I. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE. J. CONSTRUCTION JOINT IN BEAMS OR SLABS ARE TO BE LOCATED BETWEEN THE 1 /4 PT AND CL OF SPAN, OR AS DIRECTED BY THE ENGINEER. ALL CONSTRUCTION JOINTS SHALL BE SHOWN ON SHOP DRAWINGS AND ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. K. DO NOT PLACE OR CUT HOLES IN CONCRETE SLABS, BEAMS, WALLS OR COLUMNS WITHOUT PRIOR APPROVAL OF THE ENGINEER. NO PIPES OR CONDUIT SHALL BE EMBEDDED IN SLABS OR WALLS UNLESS APPROVED BY AND COORDINATED WITH THE ENGINEER. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. L. METHODS OF SAMPLING, TESTING, EVALUATION, AND ACCEPTANCE SHALL CONFORM TO ACI 301. TEST SAMPLES SHALL BE TAKEN FOR 7 AND 28 DAYS BREAKS. CURING A. CURING OF CONCRETE SHALL CONFORM TO ACI 308 B. IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES F FOR AT LEAST 10 DAYS AFTER PLACEMENT. 3. REINFORCEMENT A. REINFORCEMENT ASTM A 615, GR 60 B. REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE ACI "MANUAL OF CONCRETE PRACTICE," LATEST EDITION. C. REINFORCEMENT SHALL BE SUPPORTED AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE. D. USE OF MECHANICAL SPLICES SHALL BE SUBJECT TO ENGINEER'S APPROVAL. WHERE DETAILED ON PLANS, MECHANICAL SPLICES SHALL DEVELOP 125% OF THE SPECIFIED YEILD STRENGTH OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. E. REINFORCING BARS SHALL BE LAPPED IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS NOTED OTHERWISE ON THE PLANS: TENSION LAP LENGTH CLASS 4000 CONCRETE BAR SIZE MINIMUM LAP LENGTH, INCHES TOP BARS OTHER BARS #3 28 19 #4 32 25 #5 40 31 #6 48 37 #7 70 54 #8 80 62 #9 90 70 #10 102 79 #11 113 87 LAP NOTES: 1. A TOP BAR IS A HORIZONTAL BAR WITH MORE THAN 12 INCHES OF FRESH CONCRETE PLACED BELOW IT. 2. LAP SPLICE ONLY EVERY OTHER BAR OF THE REINFORCING AT ANY ONE LOCATION. INSPECTION SPECIAL INSPECTION, PER IBC CHAPTER 17, SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS OUTLINED IN THE SPECIAL INSPECTION SCHEDULE. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. SPECIAL INSPECTION SCHEDULE AND NOTES ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION COMMENTS CONCRETE REINFORCING PLACEMENT X REINFORCING WELDING X ANCHOR BOLTS & INSERTS X PREPARATION OF TEST SPECIMENS X CONCRETE PLACEMENT X CURING X STRUCTURAL STEEL FABRICATION & ERECTION X SINGLE PASS FILLET WELDS < 5/16" X REF. NOTE 5 FILLET WELDS > 5/16" X REF. NOTE 5 PARTIAL/COMPLETE PENETRATION WELD X REF. NOTE 6 TIE ROD TO PILE CONN X INSPECTION SCHEDULE NOTES 1. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO PROJECT SPECIFICATIONS, THE STRUCTURAL NOTES AND THE NOTES BELOW. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL CONTRACTOR DESIGNED COMPONENTS. 2. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER IBC CHAPTER 17. 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. 4. INSPECTION REQUIREMENTS FOR SYSTEMS DESIGNED BY OTHERS SHALL BE DEFINED BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN. 5. INSPECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH IBC CHAPTER 17. THE STEEL FRAME SHALL BE INSPECTED FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS INCLUDING BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATIONS OF JOINT DETAILS AT EACH CONNECTION. 6. ALL WELDS SHALL BE VISUALLY INSPECTED. 7. ALL PARTIAL OR COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER METHOD APPROVED BY THE ENGINEER. 2407 North 31st Street, Suite 100 Tacoma, Washington 98407 (253)396-0150 Fax (253) 396-0162 f0 NDLti4�lPw�s 33839 RAG ti� ci ONAL� Cn 1-4 Q N � W ®� J O � ®� C) PLO F-4 cn �z J 0 a v o Cb o co m w o 0 z U Cn O 0 W Q W W v S Z 0 Cn N NO N cV � o C) N 0 0 m C) > Cl) LLI 0 > z 0 N z 0 0 o a � W 0 C) W � �I W W QC ml � I 0 OI z SCALE: 011 V, 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S601 72 Z,2, CL 0 also EXIST SHEET PILE WALL RH2 STRUCTURA SCALE: 1 /4" = 1'-0" L PLAN SURFACE OF TnnnIKIn C`I An ,P BETWEEN =W GUARD RAIL AND RAIL EDGE OF NEW SOG TO MATCH EDGE OF DEMOLISHED (E) CONC 8 TO , NOTE 5 TYP CONTRO SCALE: 3" = 1'—O" liV I LLLU1 VI\ I V II II\ P1\ f11 VJINT L JOINT DETAIL COMPACTED SUBGRADE V) CID a c� (E) LOWER CONC STRUCT NOTES (E) CONC SURFACE M I IiVIV 11\mka I VI\ J Vr I IVIV a EDGE SECTION SCALE: 1 1 /2" = 1'-0" CJ OVER EDGE OF (E) STRUCTURE (E) STRUCTURE 4" MIN TOPPING SLAB 2407 North 31st Street, Suite 100 Tacoma, Washington 98407 (253)396-0150 Fax (253) 396-0162 SLAB TRANSITION SECTION I co SCALE: 1 1 /2" = 1'-O" 0 z m 0 1. SAW CUT OR HAND TOOL AS SOON AS POSSIBLE AFTER FINISHING, BUT NO LATER THAN 12 HOURS AFTER PLACEMENT. M W U 2. SAW CUT JOINTS WITH SOFF-CUT MACHINE. N o N 3. MAX SPACING OF CJ IS 8'-0". PANEL LENGTH TO WIDTH RATIO SHALL BE LESS o o 0 0 THAN 1.5:1. z z 0 0 4. CONTRACTOR SHALL SUBMIT CONTROL JOINT LAYOUT PLAN TO ENGINEER FOR s REVIEW. 5. FORM JOINT BETWEEN EXISTING CONCRETE AND NEW SOG WITH 1 /2" THICK ASPHALTIC EXPANSION JOINT AND PLASTIC JOINT CAP. FILL WITH URETHANE z W SEALANT AFTER REMOVING PLASTIC CAP. I W I Uj 6. SLOPE THE BOTTOM SURFACE OF THE CONCRETE SLAB AT MAXIMUM 4H:1 V SLOPE AT TRANSITIONS IN SLAB THICKNESS. ND 0PwAsLti 33839 RAI, Ci `s'310NA1,"' V) 0 Cn w liM W QC m� z O Cr W 0 O z SCALE: 011 1. 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" S602 73 Vl3 GENERAL STRUCTURAL NOTES 300 TYP. GENERAL: G1. SCOPE THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO CONSTRUCTION. G2. APPLICABLE SPECIFICATIONS AND CODES ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). A. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 B. AMERICAN CONCRETE INSTITUTE: ACI 318-14, ACI 350-(01). (06) C. LOCAL JURISDICTION AMENDMENTS: PORT ORCHARD MUNICIPAL CODE, CHAPTER 20.200 BUILDING CODE G3. DESIGN CRITERIA 1. SITE LOCATION A. LATITUDE, LONGITUDE: 47.542892N,-122.638595W 2. APPLIES TO ALL STRUCTURES (UNO) A. DEAD LOAD: 1. CONCRETE: 150 PCF 2. FILL SOIL: 130 PCF B. LIVE LOAD: 1. ELEVATED FLOORS: 60 PSF 2. WALKWAYS, STAIRS, GRATING: 60 PSF 3. SLAB ON GRADE: 60 PSF 4. ROOF: 20 PSF (NOT REDUCIBLE) 5. VALVE VAULT AND EMERGENCY STORAGE LIDS AT GRADE: 250 PSF OR HS-20 WHEEL LOAD C. WIND: 1. BASIC WIND SPEED 104 MPH 2. EXPOSURE: D 3. IMPORTANCE FACTOR: 1.0 4. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 5. ALL STRUCTURES ARE ENCLOSED EXCEPT AS FOLLOWS (NO EXCEPTIONS) D. SEISMIC: 1. ABOVE GRADE, NON -WATER BEARING STRUCTURES A. OCCUPANCY CATEGORY (USE GROUP): U B. RISK CATEGORY: III C. IBC TYPE OF CONSTRUCTION: V-B D. IMPORTANCE FACTOR: 1.25 E. SPECTRAL RESPONSE ACCELERATION, Ss: 1.63 F SPECTRAL RESPONSE COEFFICIENT S1: 0.567 G. SITE CLASS: D H. SEISMIC DESIGN CATEGORY: D I. SPECTRAL RESPONSE COEFFICIENT, Sds: 1.087 J SPECTRAL RESPONSE COEFFICIENT, Shc: 0.655 K. BASIC SEISMIC FORCE RESISTING SYSTEM: SPECIAL REINFORCED CONCRETE SHEAR WALLS L. ANALYSIS PROCEDURE: ELF M. DESIGN BASE SHEAR: 96 KIPS N. SEISMIC RESPONSE COEFFICIENT: 0.2717 0. RESPONSE MODIFICATION FACTOR: 5 E. SNOW LOAD: 1. GROUND SNOW LOAD: 30 PSF 2. FLAT ROOF SNOW LOAD: 26 PSF 3. IMPORTANCE FACTOR: 1.10 G4. GEOTECHNICAL: THE FOLLOWING NON -CONTRACTUAL GEOTECHNICAL REPORT WAS DEVELOPED FOR THIS PROJECT AND IS THE BASIS OF THIS STRUCTURAL DESIGN: A. GEOTECHNICAL FIRM NAME: ANCHOR QEA B. ADDRESS: 1201 3RD AVENUE, SUITE 2600 SEATTLE, WASHINGTON 98101 C. REPORT NUMBER: 190489-01.01 D. REPORT DATE: 05/14/2021 E. ALLOWABLE (NET) SOIL BEARING: 2'-15' BGS: 2500 PSF 15' & BELOW BGS: 10,000 PSF F. SOIL SITE CLASS: D G. GROUND WATER TABLE: 7.00' H. MINIMUM FROST DEPTH: 18 INCHES G5. SAFETY SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. G6. GENERAL LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT REPRESENT REQUIRED OR ALLOWED JOINTS. SEE DETAILS FOR CLARIFICATION ON REQUIRED AND ALLOWED JOINTS. G7. OPENINGS OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN TECH CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. G8. SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 1 AND CHAPTER 17 OF THE IBC (CBC). PAYMENT FOR THESE INSPECTIONS IS NOT THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE FOR FULL ACCESS TO THE WORK BY THE SPECIAL INSPECTOR AND SHALL PROVIDE FOR THESE INSPECTIONS IN THEIR CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. G9. STANDARD DETAILS THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWING THEY SHALL BE MADE SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION. G10. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR APPROVAL. G11. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, VIBRATION FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND RECESS REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED. CONCRETE C1. DESIGN STRENGTHS: FC = 4,500 PSI FY = 60,000 PSI C2. CONCRETE COVER UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCED UNLESS OTHERWISE NOTED ON PLANS PROVIDE THE FOLLOWING LAP SPLICE LENGTHS. CONTACT ENGINEER FOR ADJUSTED IF F'C < 4000 PSI BAR SIZE SLABS < 14" THICK ALL WALLS, ALL BEAMS, AND SLABS >= 14" THICK #4 37" 48" #5 46" 60" #6 55" 72" #7 62" 81" #8 1 7111 9311 CONCRETE DEPOSITED AGAINST EARTH: 3" TIE REINFORCING AT COLS AND PILASTERS: 1 1/2" ALL OTHERS: 2" SEE DRAWINGS FOR EXCEPTIONS C3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. C5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES (AND 1/2" CHAMFERS AT JOINTS AS SHOWN) NOT ALL CHAMFERS MAY BE SHOWN ON DRAWINGS. C6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED. C7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE ENGINEER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE. C8. CONTINUOUS WATERSTOP SHALL BE INSTALLED IN JOINTS SUBJECT TO STATIC WATER PRESSURE C9. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL ENGINEER. C10. CONTRACTOR SHALL SUBMIT CONCRETE PLACEMENT PLAN (PER SPECIFICATION 03311) IDENTIFYING JOINT TYPES, JOINT LOCATIONS AND CONCRETE PLACEMENT SEQUENCE. C11. ALL CAST IN PLACE AND POST -INSTALLED ANCHOR INDICATED IN THE STRUCTURAL DOCUMENTS SHALL COMPLY WITH CHAPTER 17 OF ACI 318 AND CHAPTER 19 OF ALL THE IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT. C12. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE "REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE" - SEE THIS SHEET. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS PER DETAIL 303. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. C13. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. C14. A 6" WATERSTOP SHALL BE PLACED AT ALL BELOW GRADE CONCRETE SLAB AND WALL CONSTRUCTION JOINTS AND AS SHOWN TO PROVIDE A WATERTIGHT STRUCTURE. CONCRETE ANCHORS SHALL BE EITHER HILTI HIT -RE 500-V3 INJECTABLE MORTAR, SIMPSON STRONG -TIE SET-XP ANCHORING ADHESIVE, OR POWERS PE1000+ ADHESIVE ANCHORS AS SPECIFIED. WHERE SIZE IS CALLED OUT ON THE DRAWINGS, PROVIDE MINIMUM EMBEDMENT DEPTHS AS SHOWN ON THE FOLLOWING TABLES. PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. SPECIAL INSPECTION REQUIRED. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NOTIFY OWNER 48 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. WHERE SIZE IS NOT CALLED OUT, ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS. IF THE MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. CONCRETEANCHORS HILTI HIT -RE 50043, SIMPSON STRONG -TIE SET-XP & POWERS PE1000+ DIA. OF ROD (INCHES) OR REBAR SIZE NO. MIN. EDGE DISTANCE (INCHES) MIN. EMBEDMENT (INCHES) MIN. ANCHOR SPACING (INCHES) ALLOWABLE LOAD BASED ON BOND STRENGTH (POUNDS) TENSION SHEAR 1/2 2-1/2 2-3/4 2-1/2 1,027 2,210 5/8 3-1/8 3-1/8 3-1/8 1,312 2,827 3/4 3-3/4 3-1/2 3-3/4 1,556 3,351 7/8 4-3/8 3-1/2 4-3/8 1,556 3,351 #4 2-1/2 4-1/2 2-1/2 1,520 3,618 #5 3-1/8 5-5/8 3-1/8 1,775 5,494 #6 3-3/4 6-3/4 3-3/4 2,225 7,570 #7 4-3/8 7-7/8 4-3/8 2,440 9,428 #8 1 5 1 9 5 4,520 11,507 CONCRETE ANCHOR TYOP. STRUCTURAL STEEL DESIGN STANDARDS: STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, FIFTEENTH EDITION. REFERENCE STANDARDS: CONFORM TO: (1) AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES." (3) RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS." (4) AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." (5) AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS." SUBMITTALS- (1) SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH AISC SPECIFICATION SEC M1 "SHOP DRAWINGS." (2) SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. (3) SUBMIT MANUFACTURER/SUPPLIER CERTIFICATIONS FOR COMPLIANCE WITH BOLT/FASTENER SPECIFICATIONS. (4) SUBMIT MILL TEST REPORTS INDICATING PHYSICAL AND CHEMICAL PROPERTIES FOR ALL STRUCTURAL STEEL REQUIRED BY THE APPLICABLE ASTM MATERIAL SPECIFICATION. MATFRIALS- STRUCTURAL WF SHAPES OTHER STRUCTURAL SHAPES BARS & PLATES STEEL PIPE HSS STRUCTURAL TUBING BOLTS HIGH -STRENGTH BOLTS NUTS WASHERS (FLAT OR BEVELED) WELDING ELECTRODES ASTM A992, FY = 50 KSI ASTM A36, FY = 36 KSI ASTM A36, FY = 36 KSI ASTM A53, GRADE B, FY = 35 KSI ASTM A500, GRADE C, FY = 50 KSI ASTM A307, GRADE A, GALVANIZED ASTM F3125 GRADE A325, GALVANIZED ASTM A563, GALVANIZED ASTM F436, GALVANIZED E70XX WELDING: CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. HIGH -STRENGTH BOLTING: HIGH -STRENGTH BOLTS SHALL BE INSTALLED PER JOINT TYPE ST - "SNUG TIGHT" PER RCSC SPECIFICATION SEC 4. ASTM A325 BOLTS SHALL CONFORM TO THE RCSC SPECIFICATION SEC 2 DESIGNED WITH ASTM A325-N BOLTS - "THREADS INCLUDED IN THE SHEAR PLANE". ANCHORS: EXPANSION AND ADHESIVE ANCHORS SHALL BE AS SPECIFIED OR OWNERS' REPRESENTATIVE APPROVED ALTERNATE WITH CURRENT ICC REPORT. INSTALL ANCHORS IN STRICT ACCORDANCE TO ICC REPORT AND MANUFACTURERS'S INSTRUCTIONS. USE ACRYLIC ANCHORS OF EQUIVALENT STRENGTH WHEN BASE MATERIAL FALLS BELOW 40F. FABRICATION/ERECTION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION", AISC CODE SEC 6 "FABRICATION AND DELIVERY" AND AISC CODE SEC 8 "QUALITY CONTROL." THE FABRICATOR AND ERECTOR SHALL MAINTAIN A QUALITY CONTROL PROGRAM TO THE EXTENT DEEMED NECESSARY, BY THE OWNERS' REPRESENTATIVE, SO THAT ALL OF THE WORK IS PERFORMED IN ACCORDANCE WITH THIS CODE, THE AISC SPECIFICATION, AND THE CONTRACT DOCUMENTS. GALVANIZING: ALL STEEL SHALL BE HOT -DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. ERECTION: CONFORM TO AISC SPECIFICATION SEC M4 "ERECTION" AND AISC CODE SEC 7 "ERECTION." STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS DEFINED IN AISC CODE SEC 7.11. MASONRY M1. DESIGN STRENGTHS F'm = 1,500 PSI Fy = 60,000 PSI M2. GROUT FOR FILLING MASONRY CAVITIES TO BE COURSE GROUT UNO. MAXIMUM COURSE AGGREGATE SIZE IS 3/8". M3. GROUT POURS SHALL NOT EXCEED 4 FEET IN HEIGHT UNLESS CLEANOUTS ARE PROVIDED IN THE BOTTOM COURSE OF THE CELL(S) TO BE GROUTED AND WRITTEN PERMISSION IS OBTAINED FOR HIGH LIFT GROUTING. M4. RESTRICTED BAR ANCHORAGE IN CASES WHERE REINFORCING BAR CANNOT BE EXTENDED AS FAR AS REQUIRED, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOK. SHOW ON SHOP DRAWINGS AND HIGHLIGHT WITH A BOX TO BRING TO ENGINEER'S ATTENTION. M5. ANCHOR BOLTS ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER ICC EVALUATION REPORT. M6. IF BOND BEAMS AT INTERSECTING WALLS ARE SHOWN ON THE DRAWING TO MEET AT DIFFERENT ELEVATIONS, EXTEND REINFORCING OF BOTH BOND BEAMS AROUND INTERSECTING CORNER NOT LESS THAN 4 FEET IN EACH DIRECTION. M7. LINTEL BLOCKS SHALL NOT BE USED AS BOND BEAM BLOCKS EXCEPT AT OPENINGS WHERE BOND BEAMS AND LINTELS COINCIDE. ABBREVIATIONS: AL - ALUMINUM CL - CENTERLINE EA -EACH FB - FLAT BAR HORZ - HORIZONTAL O.C. - ON CENTER RB - ROUND BAR SST - STAINLESS STEEL VERT - VERTICAL CHK- CHECKERED CLR - CLEAR EF - EACH FACE GALV - GALVANIZED LLV - LONG LEG VERT PL - PLATE RST - REINF. STEEL T&B - TOP & BOTTOM PJF - PREMOLDED JOINT FILLER IBC Table 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION REFERENCED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD (a) 1. MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, NUTS AND WASHERS: AISC 360, SECTION A. IDENTIFICATION MARKINGS TO CONFORM TO A3.3 AND ASTM STANDARDS SPECIFIED IN THE APPROVED --- X APPLICABLE ASTM CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X 2. INSPECTION OF HIGH -STRENGTH BOLTING: A. SNUG -TIGHT (BEARING) JOINTS. --- X B. PRETENSIONED AND SLIP -CRITICAL JOINTS USING TURN -OF -NUT WITH MATCHMARKING, TWIST -OFF BOLT OR DIRECT TENSION INDICATOR X "AISC 360, METHODS OF INSTALLATION. SECTION M2.5" C. PRETENSIONED AND SLIP -CRITICAL JOINTS USING TURN -OF -NUT WITHOUT MATCHMARKING X OR CALIBRATED WRENCH METHODS OF INSTALLATION. 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. FOR STRUCTURAL STEEL, IDENTIFICATION "AISC 3601 MARKINGS TO CONFORM TO AISC 360, ___ X SECTION N2.1" B. FOR OTHER STEEL, IDENTIFICATION MARKINGS APPLICABLE ASTM TO CONFORM TO ASTM STANDARDS SPECIFIED IN --- X MATERIAL THE APPROVED CONSTRUCTION DOCUMENTS. STANDARDS C. MANUFACTURER'S CERTIFIED TEST REPORTS. ___ X 3. MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK: A. FOR STRUCTURAL STEEL, IDENTIFICATION "AISC 3601 MARKINGS TO CONFORM TO AISC 360, ___ X SECTION M5.5" B. FOR OTHER STEEL, IDENTIFICATION MARKINGS APPLICABLE ASTM TO CONFORM TO ASTM STANDARDS SPECIFIED IN --- X MATERIAL THE APPROVED CONSTRUCTION DOCUMENTS. STANDARDS C. MANUFACTURER'S CERTIFIED TEST REPORTS. --- X 5. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AISC 360, SECTION AWS SPECIFICATION IN THE APPROVED ___ X A3.5 AND CONSTRUCTION DOCUMENTS. APPLICABLE AWS AS DOCUMENTS B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. --- X --- 6. INSPECTION OF WELDING: A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK: 1) COMPLETE AND PARTIAL JOINT X --- AWS D1.1 PENETRATION GROOVE WELDS. 2) MULTIPASS FILLET WELDS. X --- 3) SINGLE -PASS FILLET WELDS >5/16" X --- 4) PLUG AND SLOT WELDS. X --- 5) SINGLE -PASS FILLET WELDS ?5/16" X X 6) FLOOR AND ROOF DECK WELDS. --- X AWS D1.3 B. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF X REINFORCING STEEL OTHER THAN ASTM A 706 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF X --- AWS D1.4 ACI 318: SPECIAL STRUCTURAL WALLS OF CONCRETE AND SECTION 4.2.2 SHEAR REINFORCEMENT, 3) SHEAR REINFORCEMENT. X --- 4) OTHER REINFORCING STEEL --- X 7. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: A. DETAILS SUCH AS BRACING AND STIFFENING. --- X --- B. MEMBER LOCATIONS. --- X C. APPLICATION OF JOINT DETAILS AT EACH X CONNECTION. FOR SI: 1 INCH = 25.4 MM. A. WHERE APPLICABLE, SEE ALSO SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SIGNED. 0610212023 V 0 0 0 C/) w 04 cn 0 =1' mi t67 TO Ln 0 0 U) 0 w Q W W J J U � co co (V N CDO N N � LC7 Q o 0 o Z 0 0 co LL 0 W w co M N N 0 0 J a W 0 Z a cn W 0 Z Z 0 F= a U co W 0 FW- 0 0 z SCALE: SHOWN ,1, 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S701 74 123 IBC TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION CONTINUOUS PERIODIC REFERENCED TYPE SPECIAL SPECIAL STANDARD (A) IBC REFERENCE INSPECTION INSPECTION 1. INSPECT REINFORCEMENT, INCLUDING ACI 318 CH. 20, 25.2, PRESTRESSING TENDONS, AND VERIFY PLACEMENT. X 25.3, 26.5.1-26.5.3 1908.4 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A 706; X AWS D1.4 B. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM ACI 318: 26.5.4 5/16"; AND X C. INSPECT ALL OTHER WELDS. X 3. INSPECT ANCHORS CAST IN CONCRETE --- X ACI 318: 17.8.2 --- 4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS. (B) A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED X ACI 318: 17.8.2.4 --- ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE X ACI 318: 17.8.2 ANCHORS NOT DEFINED IN 4.A. ACI 318: CH. 19, 1904.1,1904.2, 5. VERIFY USE OF REQUIRED DESIGN MIX. --- X 26.4.3, 26.4.4 1908.2, 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE "ASTM C 172 SPECIMENS FOR STRENGTH TESTS, PERFORM X ASTM C 31 1908.10 SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318: 26.4.5, THE TEMPERATURE OF THE CONCRETE. 26.12" 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X --- ACI 318: 26.4.5 1908.6,1908.7, TECHNIQUES. 1908.8 8. VERIFY MAINTENANCE OF SPECIFIED CURING ACI 318: TEMPERATURE AND TECHNIQUES. ___ X 26.4.7-26.4.9 1908.9 9. INSPECT ERECTION OF PRECAST CONCRETE --- X ACI 318: CH.26.8 --- MEMBERS. 10. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES --- X ACI 318: 26.10.2 --- ANDFORMS FROM BEAMS AND STRUCTURAL SLABS. 11. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER --- X ACI 318: 26.10.1(B) --- BEING FORMED. 8"2 .w� AI �F WAS z 61 �y 44672 O �EGISTV.s SSIONAL�� SIGNED: 06/02/2023 w (� � J w �O W V� p 0 ~ Z Z �o a 0� Lu W R-+ O 0 � Z VZ D � V o FOR SI: 1 INCH = 25.4 MM. �� cn A. WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTIONS B. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR uj W cc ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT oco OF THE WORK. z m 0 0 Ln CD o Z `� O cr o cn w W W w CCc� z 0 0Ei co C"i co � (a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK o o z u-i o a LISTED OR PERIODIC DURING THE LISTED TASK, AS DEFINED IN THE TABLE. �_ co W (b) REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY. DEFERRED SUBMITTALS: 0 O co (c) REQUIRED AFTER THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY. THE FOLLOWING ITEMS HAVE BEEN DEFERRED FOR SUBMITTAL TO THE a o BUILDING OFFICIAL UNTIL AFTER ISSUANCE OF THE BUILDING PERMIT: o ul - MECHANICAL PIPING SUPPORTS AND LATERAL BRACING W o - ANCHORAGE OF ELECTRICAL EQUIPMENT W ul SCALE: SHOWN oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S702 75 123 IBC TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS CONTINUOUS SPECIAL PERIODIC SPECIAL TYPE INSPECTION INSPECTION 1. INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS X --- FOREACH ELEMENT. 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO X ___ BEDROCK (IF APPLICABLE) AND ADEQUATE END -BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT VOLUMES. 3. FOR CONCRETE ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN --- --- ACCORDANCE WITH SECTION 1705.3. IBC TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS CONTINUOUS PERIODIC SPECIAL TYPE SPECIAL INSPECTION INSPECTION 1. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS X 2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL LOAD TESTS, AS X --- REQUIRED. 3. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS X - -- FOREACH ELEMENT. 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED X PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT. 5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH --- --- SECTION 1705.2. 6. FOR CONCRETE ELEMENTS AND CONCRETE -FILLED ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. 7. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. IBC TABLE 1705.E REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS CONTINUOUS SPECIAL PERIODIC SPECIAL TYPE INSPECTION INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING --- X CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH X AND HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF X COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF X --- COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED --- X PROPERLY. TMS 402/602 TABLE 4 - LEVEL B QUALITY ASSURANCE -MASONRY MINIMUM TESTS VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH ARTICLE 1.5 B.1.b.3 FOR SELF -CONSOLIDATING GROUT VERIFICATION OF f'm and f'AAC IN ACCORDANCE WITH ARTICLE 1.4 B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. MINIMUM SPECIAL INSPECTION INSPECTION TASK FREQUENCY (a) REFERENCE FOR CRITERIA TMS 402/ACI "TMS 602/ CONTINUOUS PERIODIC 530/ASCE 5 ACI 530.1/ ASCE 6" 1. VERIFY COMPLIANCE WITH THE APPROVED X ART. 1.5 SUBMITTALS 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. PROPORTIONS OF SITE -PREPARED MORTAR X ART. 2.1, 2.6 A B. CONSTRUCTION OF MORTAR JOINTS X ART. 3.3 B C. GRADE AND SIZE OF PRESTRESSING TENDONS AND X "ART. 2.4 B, ANCHORAGES 2.4 H" D. LOCATION OF REINFORCEMENT, CONNECTORS, X ART. 3.4, 3.6 A AND PRESTRESSING TENDONS AND ANCHORAGES E. PRESTRESSING TECHNIQUE X ART. 3.6 B F. PROPERTIES OF THIN -BED MORTAR FOR AAC X(b) X(c) ART. 2.1 C MASONRY 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. GROUT SPACE X "ART. 3.2 D, 3.2 F" B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND X SEC. 6.1 ART. 2.4, 3.4 ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES C. PLACEMENT OF REINFORCEMENT, CONNECTORS, X "SEC. 6.1, "ART. 3.2 E, AND PRESTRESSING TENDONS AND ANCHORAGES 6.2.1, 3.4 6.2.6, 6.2.7 3.6A" D. PROPORTIONS OF SITE -PREPARED GROUT AND X "ART. 2.6 B, PRESTRESSING GROUT FOR BONDED TENDONS 2.4 G.1.b" E. CONSTRUCTION OF MORTAR JOINTS X ART. 3.3 B 4. VERIFY DURING CONSTRUCTION: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X ART. 3.3 F B. TYPE, SIZE, AND LOCATION OF ANCHORS, X "SEC. 1.2.1(e), INCLUDING OTHER DETAILS OF ANCHORAGE OF 6.1.4.3, 6.2.1" MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION C. WELDING OF REINFORCEMENT X "SEC. 8.1.6.7.2, 9.3.3.4 (c), 11.3.3.4(b)" D. PREPARATION, CONSTRUCTION, AND PROTECTION X "ART. 1.8 C, OF MASONRY DURING COLD WEATHER (TEMPERATURE 1.8 D" BELOW 40°F(4.4°C)) OR HOT WEATHER (TEMPERATURE ABOVE 90°F (32.2°C)) E. APPLICATION AND MEASUREMENT OF X ART. 3.6 B PRESTRESSING FORCE F. PLACEMENT OF GROUT AND PRESTRESSING GROUT X ART. 3.5, 3.6 C FOR BONDED TENDONS IS IN COMPLETE COMPLIANCE G. PLACEMENT OF AAC MASONRY UNITS AND X(b) X(c) "ART. 3.3 B.9, CONSTRUCTION OF THIN -BED MORTAR JOINTS 2.2 F.1.b" 5. OBSERVE PREPARATION OF GROUT SPECIMENS, X "ART. 1.4 MORTAR SPECIMENS, AND/OR PRISMS B.2.a.3, 1.4 B.2.b.3, 1.4.B.2.c.3, 1.4 b.3,1.4 B.4" CONT. CORNER BARS r r DETAIL AT FOOTING INTERSECTION DETAIL AT FOOTING INTERSECTION TYPICAL BAR DETAILING 4" MIN. BEYOND EQUIPMENT BOLTS, TYP. #4 DOWELS, EACH CORNER AND 18" O.C., 3" EMBEDMENT INTO FLOOR CAST -IN -PLACE CONCRETE FLOOR, REINF. PER PLAN #5 @ 12" O.C., MIN.2 #5 DOWELS @ 12" hA D ° D A O.C., ALTERNATE PER PLAN HOOKS ° D A p D D D (3) A #5 A o DL D s D A D STD HOOK, TYP 8" e D p D �° D� D D A MIN OF L/4, 10'-0" OR 1, ° D ° AS REQUIRED FOR LAPS 2'-0" GI ENER�ATOR TYPICAL FOOTING #5 @ 12" O.C., MIN. 2 12„ ° D A #5 DOWELS @ 12" JA #5 @ 12 O.C. CENTERED IN O.C., ALTERNATE D ° ° SPREAD FOOTING HOOKS A � HEEL SIDE �°TOE SIDE PER PLAN °DAA D q A o pD n° A D A D D e A D o 1'-2n D D A o ° D • D • A A no o ♦ D ° D ° A D D ♦ a A D A D D D D o• ♦ t. ° D p D ♦ e ° D o D o ° op ° °o o A a D° o D 2'-2" 12" 4'-2" MULTI -USE FACILITY TYPICAL FOOTING SPREAD FOOTING 301 1" CAST -IN -PLACE CONCRETE, ROUGHEN FLOOR UNDER PAD PRIOR TO POURING PAD. PROVIDE 44 W1.4xW1.4 WWM AT TOP FACE WITH 1 2" CLEAR COVER A x�X7 I P D XOl °�x� D A i ° p p A 0,AD A e D o D D D 'Ae o° e DD o ♦ D °o A A Dp < A o A D s A D p D e D D s A A D o D EQUIPMENT PAD 303 NOTE: SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATION AND DIMENSIONS. 4" MIN. BEYOND EQUIPMENT BOLTS, TYP. #4 @ 12" O.C., EW, 3" ♦ D , D D EMBEDMENT INTO FLOOR .E • e D D eD D ° D ° D D 8 ♦ D D D EXISTING CAST -IN -PLACE ° ° p° ° D D D ° °D D ° D g ° ° ° ' D e CONCRETE FLOOR ' • D D A A D s D A' p A e D ° oD D AD ° D D e A D ° D D < A e A D D D n A o D ° ♦ e D A D D AD o A D D D A o D e D e PUMP PAD 305 NOT TO SCALE TYP. %" CHAMFER, ALL OUTER EDGES -1/2" UNLESS 3'T OTHERWISE NOTED %" CHAMFER, ALL OUTER EDGES ROUGHEN FLOOR UNDER PAD PRIOR TO POURING PAD DI DI D L _ _ 0 � D � n WALL REINF., TYP. CORNER BARS TO MATCH WALL RST EXCEPT AS NOTED ON PLANS NOTE: THE SIZE AND SPACING OF TYPICAL CORNER REINFORCING SHALL MATCH THE SIZE AND SPACING OF THE HORIZONTAL WALL REINFORCING UNLESS OTHERWISE CALLED OUT. WHERE PERPENDICULAR WALLS HAVE DIFFERENT HORIZONTAL WALL REINFORCING, PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING WITH THE GREATEST AREA OF STEEL. HORIZONTAL WALL RST (TYP) TYPICAL CONCRETE WALL 302 INTERSECTION / CORNER TYP D D MIN OF L/4, 10'-0" OR AS REQUIRED TO STAGGER LAPS GRATING, WHERE 2" WHERE GRATING REQUIRED REQUIRED, PER 0" OTHERWISE .. D • > ° I SPECIFICATIONS SIZE PER PLAN D' • ° CAST -IN -PLACE A° b I WALL WHERE EXISTS CONCRETE FLOOR, 12" TYP. D I REINF. PER PLAN ' 1 " \ ' R D FF ELEV. ° A _P" e° AT SUMP ,, PER A 1211 A D 1.D s D°P D Q ° o D PLAN o 0 D D D ♦ < A e D A A �t> V ° ° p D • ° D ° D ° ° to o ♦ D ♦ D A ° D e D 1211 D A °D 1 D D D ♦ D ° D #4 @ 6" Q.C., ° D° o A A D D A 2 p D , D ° D ALL SIDES DEPTH ,° p e PERD o D (2) #4 HOOPS D ° PLAN ° D ° D D ' D D #4 @ 6" O.C., ° D \ WATERSTOP, p ♦ D ° / 1 �\ CONT. EACH WAY 2 /,c \ ° D . D D ° D /NAG 2 \ n D ° D D D s D �0- O Np��T,y�c D ♦ ° D D D° ° D D A A 8 �I A A �—I 8" NOTE: WATERSTOP NOT REQUIRED IF SUMP POURED MONOLITHICALLY WITH FLOOR SLAB. SLAB RST COAT SUMP PER SUMPSPECIFICATIONS 304 HATCH FLUSH WITH TOP OF AB, TYP. SEE DWG NO. 2 FOR HATCH SCHEDULE. CONCRETE SLAB FLUSH MOUNT HATCH ACCESS HATCH CURB 307 CUT BARS "B" AREA OF 2 "A" BAR EF "B" BAR 2'-0" 2'-0" D D A °D D D p D ♦ Dx. ° D ♦ D o 0 se ° ° e a D D A p a A A D ♦ o m D A D 1,o o♦ p ° ° D s A D D Ao D a D A 1,A p e s 'A C.° D A A 1-#5x4'-0" DIAG EF, TYP A A A ee D ♦ D ' ° AREA OF 2 "B" BAR EF, EA ° SIDE OF OPENING W/ D A D All ° A Ag D MATCHING DOWELS CUT D DOORWAY A A ° A BARS "A" p OR ° LOUVER D A e o 0 A o tD A ° BAR D D D D A ° o s a s s D o s D o a e ° ° p D D A,. p D D ♦ D° ° D D ♦ D A ♦ D DA FLOOR SLAB IVD a ° ° 1,a ° D D D ° D ° D D a °CD D D A ° De ° D D D D• °D D D ° A A D A D D♦ a D D D ° p D D♦ ° D A ° w D ♦ D D NOTE: NOT ALL PENETRATIONS ARE SHOWN ON STRUCTURAL PLANS. 145 HOOP, DIA OF OPENING +8" EF FOR PIPES 12" & 1'-6" LAP LARGER o D e A e D s D D A DA D ° 2'-0" D D♦ ° s D o a A pD De D° D A p D ° a D e 0 D e a D A a a D a a D A 0 A t D D D ♦ D ♦ D o° A D e s ° D ° D o ♦D ° ° ° D D D A D D A D D A s o a ♦ e A D D D D D D a A D a e D A D D A � ° D ♦ ♦ D D e o D D D ° CUT A BARS "B" BAR DESIGNATION NOTES: "A" REFERS TO CROSS -SECTIONAL AREA OF A HORIZONTAL BAR THAT HAS BEEN CUT. "B" REFERS TO CROSS -SECTIONAL AREA OF A VERTICAL BAR THAT HAS BEEN CUT. NOTE: THIS DETAIL USED FOR SINGLE PENETRATIONS 4" IN DIAMETER AND LARGER, AND IN EQUIVALENT GROUPS OF SMALLER DIAMETER PENETRATIONS. REFER TO MECHANICAL PLANS FOR SIZE AND LOCATION OF PIPE PENETRATIONS. CUT BARS "A" _ AREA OF BAR; EQUAL "A" BARS I AREA OF BARS EQUAL "B" BARS CUT oa D D D D a D D 1,e e p e p A D D ♦ D 1,D A D D p A D eD • D D D A p ° D p o A e Q D° Dp D e ° D D De n ♦ c D A o A D • s D D D s e D A p D A D A ' D D A D A o A o D o e > LA a °CUT ' BARS "B" 1-#5x4'-0" DIAG EF, TYP PENETRATION AND OPENING REINFORCEMENT 306 NOT TO SCALE TYP. CONCRETE WAL (2) #5 SIGNED. 0610212023 cn w O 94 V �I O 0 O H VZ 04 cn J Lu J D m cn W 0 ui � cn o Z a_ O o a cn W w Q W _ > W U i (� Z 0 0 IIIN NOTE: SEE MECHANICAL DRAWINGS FOR co co ACV co I TO EQUIPMENT LOCATION AND DIMENSIONS. CV 11.6 0 o O a JF. w U) co 0 0 _ VER � cn Nuj 0 0 U CD w 0 Z W W W � O CONCRETE WALL LINTEL 308 N TS TYP. SCALE: SHOWN 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S703 76 r123. KNOCKOUT WALL v D T CONCRETE LINTEL 10" MIN D D DEPTH TO (2) #5 ° REINF. D D 27.83' D° 2" COVER TOP OF WALL BOND BEAM, TOP _,� COURSE 3/8" GAP BETWEEN KNOCKOUT WALL AND CONCRETE, TYP. ALL AROUND, SEE DWG NO. Al 12 FOR GAP DETAILS 24.50' BOND BEAM 8"x8"xl6" SPLIT -FACE CMU BLOCK, TYP. PROVIDE WEATHERPROOF AND ANTI -GRAFFITI COATING ON EXTERIOR. FILL ALL NON -GROUTED CMU WITH PERLITE INTERIOR FACE OF ALL CMU BLOCKS TO BE SMOOTH FACE _ BOND BEAM WITH (2) #5 CONTINUOUS, 20.50' LAP JOINTS 24" MINIMUM (TYPICAL) BOND BEAM #5 VERTICAL RST @ 24" O.C. MAX. LAP RST WITH STEM WALL DOWELS, FILL ALL REINFORCED CELLS WITH #5 DOWELS AT 24" O.C., TYPICAL, TO GROUT. DO NOT GROUT MATCH LOCATIONS OF VERTICALLY UNREINFORCED CELLS. REINFORCED CELLS OF CMU WALL BOND BEAM ABOVE. 16.50' ° ° D Dp SLAB PER PLAN ° PUMP STATION CONCRETE WALL EXTENSION PER PLAN (12) #6 VERTICAL BARS EQUALLY SPACED CMU KNOCKOUT WALL 401 NOT TO SCALE TYP. (2) #5 MIN IN C (1) #5 EACH SIDE OF OPENING FULL HEIGHT, TYP. 1 iniTri ni nr+v TYPICAL CMU OPENING 402 NOT TO SCALE TYP. #3 CONCRETE ANCHOR. VELD BEND AFTER STALLATION, TYP. CONT. SWELLSTOP FILL VOID WITH CONCRETE PIPE PENETRATION SLAB 310 REPAIR DETAIL D202 NOT TO SCALE EXISTING PUMP STATION CONCRETE WALL D 2" D D CLR ° CONCRETE PEDESTAL 309 D ° D CONT. BENTONITE SWELL STOP, TYP. SEEP RING CENTERED IN WALL EMBED AND EPDXY REBAR INTO EXISTING CONCRETE CUT 10" x 2" SLOTS IN VENTILATION POLE. FULL PERIMETER (8) #4 CONCRETE ANCHORS EQUALLY SPACED. EMBED 3" INTO EX. CONCRETE, TYP. EA FACE 1 1/8" 0 HEADED BOLT FOR FLANGE ATTACHMENT, TYP. WHERE REQUIRED NEW SCH 316 SSTL SPOOL, PExFL WITH THRUST COLLAR GROUT OPENING ALL AROUND PIPE SPOOL • v D v s v • D v • D w v v v • v • D D D $ D D • s • o D D • • D • • D D D D • D D • D • D v D v v v• D •v • e v• > v v • v v • D •D D • D • D D • • D • D • D • D • D D• v D v v s v• • v • s • s v D s • D o •v v D v v • D ' vD v D v v g s o v • v D D • D D s D • s e • • ' D D • D• D D o D D D D • o D • v v v D v •v se v• o vD _v D o v D •v o D �_ • _ o WALL PENETRATION DETAIL NOT TO SCALE 16" X 16" X 3/16" SST PLATE BENT TO MATCH CONCRETE ANGLE _ (2) 4" SST ANCHOR BOLTS COUNTER SINK INTO TOP CORNERS OF PLATE, EMBED 4" INTO CONCRETE WALL, TYP. 1 /4" 10" STAINLESS STEEL PIPE (2) 2" SST ANCHOR BOLTS AT BOTTOM CORNERS OF PLATE EMBED 4" INTO CONCRETE WALL, TYP. BREAKER BAR CONNECTION NOT TO SCALE 512 512 TYP. S704 311 D202 LIGHT FI NO. E SCH. 10 SST 304L 12" PIPE VENTILATION POLE 2" 24" DIAMETER STAINLESS STEEL RAIN COVER 5-0" MIN. POLE SECTION POLE BASE PLAN 20'-0" LEVELING NUT AND WASHER, TYP. 19" x 19" x 1/2" BASE PLATE. FILL SPACE BELOW WITH NON -SHRINK GROUT, 1" MIN. CONC. SLAB (4) 1/2" 0 THREADED RODS (SS) AT 15" O.C. WITH 6" EMBEDMENT DOUBLE 3/8" x3" x3" R WASHER PENETRATION AND 306 OPENING REINFORCEMENT 5703 VENTILATION LIGHT POLE DETAILS 403 NOT TO SCALE S104 SIGNED. 0610212023 cn J Q W 0 J Q D cn LL. 0 CD CD cn o Z a_ 0 Of o cn Q \ W W W/ U CC Ci Z 0 0 m co co r' N CD N CDO N N LL o LL co 0 0 O c'7 a N N O C9 U o W zW zW W� uj W Lu Wcc >I m FW— o, SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S704 77 123 NOTE: ALL MATERIALS FOR PIPE SUPPORTS WITHIN WETWELL AND EMERGENCY STORAGE STRUCTURE SHALL BE STAINLESS STEEL AND SUPPORTS SHALL BE PLACED AT 10'-0" O.C. MAX SPACING, TYP. SST BOLT (MIN 2" DIA.), TYP 6" WIDE STEEL PIPE STRAP, BENT TO PIPE RADIUS PIPE SUPPORT 501 NOT TO SCALE TYP. STAINLESS STEEL STRAPS 2° Y16"x4" 12" EACH SIDE 0 O� 'STEEL PLATE 1 /2" 0 CONC ANCHOR EEL SUPPORT ANGLE, NGTH TO FIT. TYP. OF 2 RENE PAD BETWEEN STRAP AND PIPE H5 KtUUIKtU a EXISTING SLAB a a � #5 CONCRETE ANCHORS @ EACH CORNER AND @ 18" A O.C. MAX ELSEWHERE CONCRETE PIPE SUPPORT DETAIL 503 NOT TO SCALE TYP. 3" TYP. 2 end nil_ 4 nil „ 111 of Tvo 2" CONCRETE IMBED 4" INTO RUNWAY BEAM CONNECTION DETAIL 505 NTS TYP. HARRINGTON BRIDGE CRANE KIT MODEL NER2P030CD BUILT TO FIT FLANGE WIDTH. VERIFY CRANE REQUIREMENTS WITH MFR MOVING BEAM PER PLAN TYP. 3/16 %" PL TOE BOARD 4" HANDRAIL POST 4 d d d 1/4" MAX CLR TOEBOARD TO ° CONCRETE SECTION 1" TYP HSS 6"x6" xW COLUMN PL 7"x7"x2" TOEBOARD 2" SST CONCRETE ANCHOR WITH 3" EMBEDMENT, TYP 4 POST DETAIL 502 3" = 1'-0" TYP. COLUMN BASE CONNECTION 2" = 1'-0„ PLAN 1" MIN. 4" SST CONCRETE ANCHORS. EMBED 7" INTO CONCRETE IJ 1 5" MIN CLR TO I——� CONC FACE TYP 504 TYP. 5-0" MAX SPACING, TYP '42.9 W/ C1 OX15.3 I I 2" SST BOLTS I I SHEAR PLATE W/LONG I I SLOTTED HOLES I I 4211 I I I I 1" TYP. I I I I I I I 4" 2" CONCRETE ANCHORS EMBED 3" INTO CONCRETE WALL, TYP. CONC WALL PER MFR FIELD DRILL BEAM TO L1"x1"x2"x0'4% TYP. ON 811 MATCH CRANE KIT BOLT BOTH SIDES OF WEB, EA HOLE ALIGNMENT. CONNECT END OF BEAM PER MFR REQUIREMENTS STATIONARY BEAM PER PLAN ROLLER BEAM CONNECTION DETAIL 506 1" = 1'-0" TYP %A/O.An onrTr:R 3ROUT CONC. WALL CUT DUT FOR RAFTERS, TYP. GROUT UNDERNEATH FOR RAFTER SLOPE, TYF Tl BEAM -WALL CONNECTION 509 3" = 1'-0" S106 TY[ 2" STD. GALV STEEL PIPE HANDRAIL, TYP SEE POST DETAIL THIS SHEET GUARDRAIL 508 NOT TO SCALE TYP. IAIO..nn nnrTrn HATCH CURB OPENING BAR 22"x2" BRACKETS T&B O.C. MAX. VERTIC SPACII SST LADDER SAFETY POST, BILC, LADDER -UP OR EQUAL. INSTALL PEI MANUFACTURER' RECOMMENDATION EEDED 0 ATE COLUMN OVERHANG STRUCTURE TOP CONNECTION 510 TYP. 3" = 1'-0" AX. PROVIDE ADDITIONAL DIAGONAL BRACKETS AT TOP CONNECTION 0 m STRINGERS, FB V"X2" LADDER RAILS, PUNCH p ° TO RECEIVE RUNGS a TYP o ° a %" CONCRETE TYP ° ANCHORS, 3/16" TYP. o a ° IN LIEU OF TOP DIAGONAL, ° EXTEND RAILS AND BEND 3" 12" MAX. 2" ji i a AT FLOOR. SECURE WITH %" i TYP. I I CONCRETE ANCHORS a ° Q ° a d ' FIXED LADDER SECTION 507 %6" STEEL BAR @ 4" O.C. PL 6"x6" x%" 2" SST CONCRETE ANCHOR, TYP 4. EMBED 6" INTO CONCRETE OF CONCRETE GUARDRAIL POST DETAILan z 0 3" = 1'-0" 3" MIN. FROM FENCE / I / / / I / I / / / I / I I I I I 1 I � 38" / I / / I STAIR RAIL 511 1 /2" = 1'-0" TYP. SIGNED. 0610212023 > cn J Q W 0 J Q V D cn 0 CD C cn C? Z a_ o_ 0 0 a' cin w Q _ > W W W/ U CC Ci Z_ 0 co CDN N CDO m 0' z 6� u-i o O a T co W U) U co o 0 0 co N W O 0 CD 0 0 o � W z z W W o z W SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S705 78 L123 PARASEAL MEMBRANE WITH BENTONITE CAP WITH VULKEM SIDE AGAINST SUBSTRATE. 116 SEALANT � CAST -IN -PLACE PIPE. CONTINUOUS PARATERM BAR � � NAILED EVERY 8" O.C. QQ EXTEND PARASEAL TO � FINISH GRADE ____= Q PERMANENT TAPE _ CAST -IN -PLACE WALL. � VULKEM 250GC, VULKEM 201T, OR PARAMASTIC AROUND PIPE. 4 = PARASEAL WASHER SHOULD 4 a _ — EXTEND AT LEAST 6" BEYOND a \ EARTH BACKFILL. PIPE ALL AROUND PIPE PERMANENT TAPE AT ALL d Q d VERTICAL SEAMS. 4 PARASEAL COLLAR PARASEAL MEMBRANE WITH BENTONITE SIDE AGAINST SUBSTRATE. NOTE: PARASEAL PRODUCT REQUIRE A MINIMUM 24 PSF COMPACTION/ CONFINEMENT TO NOTE: PARASEAL PRODUCT BE EFFECTIVE. TYPICAL GRADE LINE TERMINATION REQUIRE A MINIMUM 24 PSF COMPACTION/ CONFINEMENT TO TYPICAL PIPE PENETRATION 601 W/ BENTONITE BOOT DETAIL BE EFFECTIVE. TYP. EXPOSED PORTION OF WALL SHOULD HAVE ABOVE GRADE WATERPROOFING TO PREVENT WATER FROM ENTERING THROUGH WALL FACE OR CONSTRUCTION JOINTS AND TRAVELING DOWN BEHIND PARASEAL. PERMANENT TAPE AT ALL VERTICAL CONTINUOUS PARATERM BAR NAILED EVERY 8" � SEAMS. (TAPE INTERRUPTED IN O.C. FINISH GRADE SHOULD ILLUSTRATION FOR CLARITY) OCCUR AT OR BELOW PARASEAL = WATERPROOFING. °I 5» PARASEAL MEMBRANE WITH BENTONITE SIDE AGAINST SUBSTRATE. I 24"-48" °I I ° = ° I ° ° PERMANENT TAPE AT ALL ° ° VERTICAL SEAMS. ° CORNER PIECE OF PARASEAL WITH ° BENTONITE SIDE AGAINST SUBSTRATE. 18" APPLY VULKEM 201 T, OR PARAMASTIC AS NECESSARY. 2" 4" PARASEAL MEMBRANE WITH BENTONITE SIDE NOTE: PARASEAL PRODUCT AGAINST SUBSTRATE. NOTE: PARASEAL PRODUCT REQUIRE A MINIMUM 24 PSF COMPACTION/ CONFINEMENT TO REQUIRE A MINIMUM 24 PSF BE EFFECTIVE. COMPACTION/ CONFINEMENT TO PARASEAL INSTALLATION W/SEAMS RUNNING VERTICALLY BE EFFECTIVE. TYPICAL OUTSIDE CORNER 8"2 of WAShIO q �l 2 44672 � R�CISTv 1 GISTS SIGNED. 0610212023 w w V s� J oz a �o ~ W o � U V� I� C CC ox � W LL o20 0 z m 0 Z a 0 of o � a w Q � W W W c� z a 0 M m cli M N O 0Li ZO Lri o a � u �' W w 0 0 - O co O ¢O H U � w � zW \ W � SCALE: SHOWN all Ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S706 79 123 I SI 17 EMERGENCY DIESEL PUMP SUCTION PIPE, SEE DW( NO. M201 FOR DETAIL; EXISTING WET WELL INFLUENT AND OVERFLOW PIPES (STACKED) TO BE PLUGGED AND ABANDONED OUTLINE OF ACCESS HATC1 CLEAR OPENING, TYF OEM bwo-mm WET WELL INLET PIPE SEE DWG N0. C010 FOF. CONTINUATION NOTES 11 1) HVAC AND ODOR CONTROL SYSTEMS HIDDEN FOR CLARITY, SEE DWG NO. M401 AND M203 FOR DETAILS. EMERGENCY STORAGE SUMP PUMP PIPING HIDDEN FOR CLARITY, SEE DWG NO. M301 FOR DETAILS. WET WEL CATWALK HIDDEN FOR CLARITY, SEE DWG NO. S102 FOR DETAILS. 2) VALVES LOCATED AT ELEVATIONS HIGHER THAN 6 FEET ABOVE FINISHED FLOOR SHALL BE EQUIPPED WITH CHAINWHEEL OPERATORS. CDIRAI CTAIQ CNITRANIrC /NI(1T Cu(11A1N11 PROPOSED MECHANICAL PLAN % " = 1'-0„ s C M102 C010 FOR CONTINUATION 1 01 8" DI 45° BEND (FLxFL) O2 8" EXPANSION JOINT (FLxFL) O3 16" DI 900 BEND (FLxFL) ® 16" DISMANTLING JOINT O5 16" DI SPOOL (FLxFL) © 24"x16" DI ECCENTRIC REDUCER (FLxFL) O7 24"x16" DI TEE (FLxFL) ® 24" DISMANTLING JOINT O9 24" DI SPOOL (FLxFL) 10 24" DI TEE (FLxFL) PIPE SUPPi DESIGN ALL F ENSURE A RIC SEE [ MECHANICAL FITTING LEGEND 11 24" DI SPOOL (FLxPE) 12 24" DI 450 BEND (RJxRJ) 13 8" DI SPOOL (FLxPE) 14 8" DI BLIND FLANGE WITH 1" TAP AND BALL VALVE 15 8" DI WYE (FLxFL) 16 8" DI SPOOL (FLxFL) 17 8" DISMANTLING JOINT 18 8" DUCKBILL INLINE CHECK VALVE (FLxFL) 19 8" DI 90° BEND (FLxFL) 20 8" PLUG VALVE WITH ACTUATOR (FLxFL) ��AIR RELEASE ASSEMBLY, ROUTE OBLIQUE NOT TO SCALE 21 8" DI TEE (FLxFL) NOTE: SEE DWG NO. M102 FOR PIPES AND FITTINGS NOT CALLED OUT THIS SHEET. tie of WASfZ Lby.54 TEgE� "?ZONAL �1 SIGNED. 0610212023 C/) Z Z w � a S J a � O J V � V O ~" z O V W O z p F- a �z cn a. o� a D _ A0 a O z 0 O w M (V O CV C\ 0 m U U Lu z 0 z W c� 0 N O U W 0 U) d Of W z J M CV O N 0 C) 0 CL Lu 0 Lu W cr V+ Z O / V+ W cc of V z 0 m ry O 0 w U) SQ c() (V N O C9 O 'I m ofz SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M101 80 123 8" VENT PIPE FROM PROPOSED MANHOLES ru 3.50' LAG PUMP ON LEAD PUMP ON HIGH rm -5.50' LEAD PUMP OFF rm -7.60' SUCTION PIPING OUTLINE OF WET WEL INLET PIPE FRO MANHOLE NO.3, SE DWG NO. C010 FO CONTINUATIO -8.80' INLET PIPE IE SECTION % " = 1'-0„ 8 EMERGENCY STORA( SUMP PUMP PIPIP MECHANICAL FITTING LEGEND 22) 18" WELDED STAINLESS STEEL ASSEMBLY 23 18" DI SPOOL (FLxFL) 24 18" PLUG VALVE (FLxFL) 25 18" DISMANTLING JOINT 26 18"x12" DI ECCENTRIC REDUCER (FLxFL) 27 12" EXPANSION JOINT (FLxFL) 28 8" DI SPOOL (FLXFL) 29 16"x8" DI CONCENTRIC REDUCER (FLxFL) 37 16" DI FILLER FLANGE, APPROX. 1" THICK NOTE: SEE DWG NO. M101 FOR PIPES AND FITTINGS NOT CALLED OUT THIS SHEET. 30 16" DI 900 BASE BEND (FLxFL) 31 16" PRESSURE GAUGE 1550 M702 32 16" DISMANTLING JOINT 33 16" BALL CHECK VALVE (FLxFL) 34 16" PLUG VALVE (FLxFL), WITH CHAIN WHEEL ACTUATOR CBD 16" DI SPOOL (FLxFL) 36 16" DI 900 BEND (FLxFL) d d v d v d d v v ° ° p Q ° ° v° d d v ° d d ° a ° a d v d d ° v v p d d ° O 4 C d a d v d v d a a dv d DRY WELL VENT PIPING, SEE CONTRACTOR TO DESIGN ALL PIPE < ° 1533 DWG NO. M203 FOR DETAILS SUPPORT SYSTEMS TO ENSURE A ° d M701 RIGID, NON -SAGGING SYSTEM, TYP. pv d ° d PUMP DISCHARGE PIPING, TYP. ° d a d a 36 36 7'-2" v d a d a ° d E 7 v 0 o o v IG 0 o � ° v ° ° v d v d a d a PUMP 3 PUMP 2 PUMP 1 34 34 ° _ °a v ° STAIRWELL SUMP ° a PUMP PIPING v d a ° °° d 33 33 d 16'-3" 32 32 v ° d d v° v 31 31 d v d d 30 30 11'-4" ° 44 v O 70 d ° d ° 4 a ° PUMP PAD, TYP. ° ° SEE DWG NO. a g S101 FOR DETAILS 4 d ° v d ° d v v v° SECTION %" = 110„ C NOTE: ODOR CONTROL PIPING AND EQUIPMENT M101 HIDDEN FOR CLARITY. of WASfZ Lby.54 O 'PEAIST' �SSIONAL ��1 SIGNED. 0610212023 mi t67 2i 0 c� 0 CV O U w 0 a 0 a w Q W W J J U � co co (V N CD 0 CV N cli Lr c c O � ti O Zl CL m U � U U- � Y w z Lu w Lu z w w a:: z O p a cn a a V W cn J a V z a U W 2 'I m Z 0 F= a U co Lu Q ofz SCALE: SHOWN oil r 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M102 81 123 A M202 MULTI -USE FACILITY MECHANICAL PLAN EMERGENCY STORAGE WALL, SEE DWG NO. M301 FOR CONTINUATION MECHANICAL FITTING LEGEND O1 18" DI 90° BEND (FLxFL) O2 18" PLUG VALVE (FLxFL) O3 18" DI SPOOL (FLxFL), LENGTH 1'-11" O4 18" DISMANTLING JOINT O5 18"x12" DI ECCENTRIC REDUCER (FLxFL) O6 12" EXPANSION JOINT (FLxFL) O7 12" EXPANSION JOINT (FLxFL) O8 12" DI SPOOL (FLxFL), LENGTH 10" 9O 12" DI 90° BEND (FLxFL) 10 16"x12" DI CONCENTRIC REDUCER (FLxFL) 11 16" SWING CHECK VALVE (FLxFL) 12 16" DISMANTLING JOINT 13 16" PLUG VALVE (FLxFL) 14 16"x4" DI TEE (FLxFL) 15 4" GATE VALVE WITH AIR RELEASE VALVE 1551 M702 16 16" DI 90° BEND (FLXFL) NOTE: SEE DWG NO. M202 FOR PIPES AND FITTINGS NOT CALLED OUT THIS SHEET. OBLIQUE NOT TO SCALE I, So of �SVT'eo+"o �O��Ey &IONAL SIGNED. 0610212023 t4a: LL. LL 2i 0 M N (V 0 0 Z — Q J J c)- a. aJ LL a W V cf) Z �a �v J W W s w 'I m ofz SCALE: SHOWN Dll r 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: riM201 82 MECHANICAL FITTING LEGEND 8"2 F. 17 18" DI SPOOL (FLxPE), APPROX. LENGTH 16'-3" 21 16" DI SPOOL (FLxPE), LENGTH 10'-11" 18 18" DI SPOOL (FLxPE), APPROX. LENGTH 7'-11" 22 24"x16" DI ECCENTRIC REDUCER (FLxFL) 19 18" RESTRAINED FLANGED COUPLING ADAPTER 23 24" DI 90° BEND (FLxFL) D. HEN O °E WASgt�l�O 20 16" RESTRAINED FLANGED COUPLING ADAPTER 24 24" DI SPOOL (FLxFL), LENGTH 3'-2" � c° O O y F NOTE: SEE DWG NO. M201 FOR PIPES AND FITTINGS NOT CALLED OUT THIS SHEET. " o .� GISTS 4 ��1� SSIONAL� EMERGENCY DIESEL -DRIVEN PUMP SIGNED. 0610212023 ° r------ -----� g g I I o o I I 0 0 I d d I 20 I °p C/) 19 I I Z 5'-9" " I I w 4'-5a I I 18 O d ° d d ° ° d ° d ° d c d ° d d ° ° a d ° d d ° d 18d ° a ° ° C d fillill U.W � d� d � d � d � d� d �-+ cn W Q cn d d d d d 22 O EXISTING INFLUENT PIPE FROM a � DISCHARGE PIPING SEE DWG d Z NORTH SIDE OF PUMP STATION ° ° ° d d p p d N0. M101 FOR CONTINUATION p ° d d d d H� a d d d °a d d d UZ D V W '04 6.26' 4 d d ~ EMERGENCY d ° d PUMP DISCHARGE ° d-=N 17 a d PIPE CENTERLINE ° 23 ° dd dd a a ° 24 ° d d Av pa d °a �pr ° ° d d d d d d ° d d LL d ° d W °° ® d d° d W a d° a d° cc d d d ° d ° d d d ° d d @� ° ° d ° a d ° O LL > Q m d ° ° ° d d O d ° d ° Z ° d ° d m d dd ° d dd ° O 7 d ° ° d d d ° d d d d ° d d d d ° d d ° 0 ° d ° ° d Lf7 O -4.64' d < d p d d < d L EMERGENCY PUMP ° cn ° ° ° ° o Z PUMP SUCTION d ° ° a p d ° °° p a_ O PIPE BOTTOM ° ° ° ° a cn w >dad d a d W d ° d W W � ° a U i CC 44 li Z - 61-611 d d o ° dL d ° d d 0 ° d ° d M co° d ° ° d ° O N � a CV O O z d d d / ° d a d d N f7 0 R d ° ° da CU) co w d d d d° ° d ° a d d d ° d d d d° ° d ° d Lu d d a ° ° d ° d d ° d d d d° ° ° d ° ° d a d d p O 4° da d a d° O M a N N O Q m U CD U LL � Y w zul w O C7 S z NOTE: HVAC EQUIPMENT, WET WELL NOTE: HVAC EQUIPMENT W CATWALK, AND EMERGENCY STORAGE AND WET WELL CATWALK SCALE: SHOWN STAIRS AND PIPING HIDDEN FOR CLARITY SUCTION SECTION A HIDDEN FOR CLARITY DISCHARGE SECTION B %" = 1'-0„ M201 j" = 1'—p„ M201 oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M202 83 123 Ci M203 OUTLINE OF SLAB AT GRADE i WET WELL ODOR CONTROL OUTLET PIPING BELOW O ODOR CONTROL ROOM WET WELL ACCESS HATCH CLEAR OPENING AT GRADE PROPOSED PLAN 8 PUMP STATION DRY WELL VENTILATION ABOVE GRADE ODOR CONTROL UNIT C M203 B M203 NOTE: ROOF VENTILATION EQUIPMENT AND PUMP STATION PIPES, FITTINGS, AND EQUIPMENT HIDDEN FOR CLARITY SECTION A Y ° = 1'-p„ M203 8 25 CONNECTION TO LOUVER 26 16" ID FRP 90° BEND 27 16" ID FRP DUCT, APPROX. LENGTH 2'-3" 28 16" ID FRP DUCT, APPROX. LENGTH 3'-1" MECHANICAL FITTING LEGEND 29 16" ID FRP DUCT, APPROX. LENGTH 11'-11" 30 16" ID FRP DUCT, APPROX. LENGTH 3'-0" 31 16" ID FRP DUCT, SLIP FIT CONNECTION TO ODOR CONTROL UNIT INTAKE 32 25" ID ALUMINUM DUCT, APPROX. LENGTH 17'-8" 33 6" ID FRP DUCT, SLIP FIT CONNECTION TO ODOR CONTROL UNIT EXHAUST 34 6" ID FRP DUCT, APPROX LENGTH 1'-0" 35 6" ID FRP 22.5° BEND 36 6" ID FRP DUCT, LENGTH AS NECESSARY TO PROVIDE CLEARANCE FROM BEAM 37 6" ID FRP DUCT, APPROX. LENGTH 7'-0" NOTES: ALL FRP PIPES AND FITTINGS ARE SLIP FIT CONNECTIONS. SEE DWG NO. M401 FOR DUCT WORK NOT CALLED OUT THIS SHEET. SECTION B Y " = 1'-0„ M203 8 ODOR CONTROL ROOM EXHAUST FAni OCC nlAlr% Ain A4f)'I Cnn SECTION Y " = 1'-p„ M203 8 ODOR CONTROL ROOF 1552 VENTILATION PIPE M702 It" y �,E WAS, j- Lby.54 TEgE� "?ZONAL �1 SIGNED. 0610212023 H W �o O 0 V� O O ~ 0 Q w� can U. O W ;::) cn VZ H mi t67 V Z O cn W CC co co (V C-4 O O N N � LC7 O � ti O A 0 C� Z_ 0 00 ry O LL 0 W U) U) 'I m FW- oIz SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M203 84 123 2" 90' BEND (SOCxSOC) AND 2" PVC 2" PVC PIPE, APPROX. LENGTH 18'-2" TIDEFLEX CHECK VALVE 2" PVC 90° BEND (SOCxSOC), TYP. 2" PVC PIPE, APPROX. LENGTH 10'-1� F' WAS A &It y 26934 DEGISTS �9 "JSIONALl O SIGNED. 0610212023 B B M302 M302 o DRY WELL ACCESS SUMP PUMP PIPING, TYP. ° SEE DWG NO. M302 FOR DETAILS 0 L 2" PVC PIPE, APPROX. LENGTH 3'-5" EMERGENCY STORAGE o STRUCTURE Z W EMERGENCY STORAGE SUMP PUMP PIPING, TYP. SEE DWG N0. M302 FOR DETAILS OUTLINE OF ACCESS HATCH !�! W CLEAR OPENING, TYP. V� a L DRY WELL - - SUBMERSIBLE PUMP WITH FAST OUT ASSEMBLY. CONTRACTOR Q Q TO DESIGN ALL PIPE SUPPORT SYSTEMS TO ENSURE A RIGID Q J Oe NON -SAGGING SYSTEM. SEE DWG NO. M701 FOR DETAILS 0 A A Q M302 M302 O ip � � Z Z O Wa L/d EMERGENCY STORAGE OVERFLOW PIPING, TYP. SEE DWG NO. C010 FOR CONTINUATIONODOR U W W EMERGENCY STORAGE MECHANICAL PLAN HVOAC EQ PMEONT, ACCCESQS UIPMENTHATCHES W y4. _ 1,_0„ AND LANDINGS HIDDEN FOR CLARITY o. o� W W LL 2i o m o _ � z o c.� 0 00 0 U Lu a O O (n a w W w W Z 0 m �\ N o Li O z(D ri o a w U) W u U I O Q M n a N W O ¢O m 0 U O U LL. � Y ` w o zW a W� SCALE: SHOWN 2"OBLIQUE NOTE: ABANDONED TEMPORARY GRAVITY DRAWING IS FULL SCALE WHEN SEWER BYPASS, ODOR CONTROL AND BAR MEASURES 2" NOT TO SCALE HVAC EQUIPMENT HIDDEN FOR CLARITY DWG NO.: SHEETNO.: M301 85 123 MECHANICAL FITTING LEGEND O1 SUBMERSIBLE PUMP <8>GRINDER PUMP O2 3" DI SPOOL (FLxFL), LENGTH 4'-10" <g> 1 %" PVC PIPE, APPROX. LENGTH 11" O3 3" DI 90' BEND (FLxFL) 13 1 %" PVC 90° BEND (SOCxSOC) O4 3" DI SPOOL (FLxFL), LENGTH 8'-10" 14 1 %" PVC PIPE, APPROX. LENGTH 1'-5" O5 3" LONG BODY SLEEVE (RJXRJ) 15 1 %" GATE VALVE (FLxFL) O6 3" DI SPOOL (FLxFL), LENGTH 9'-3" 16 1 %" CHECK VALVE (FLxFL) O7 3" DI SPOOL (FLxPE), APPROX. LENGTH 1 l'-11" 17 1 %" UNION O8 3" DI PIPE, APPROX. LENGTH 12'-0" <8> 1 %" PVC PIPE, APPROX. LENGTH 13'-8" O9 3" DI SPOOL (FLxPE), APPROX. LENGTH 4'-11" 10 3" TIDEFLEX CHECK VALVE EMERGENCY STORAGE EMERGENCY STORAGE SUMP PUMP A DRY WELL ALTERNATE ACCESS B PIPING SECTION M301 SUMP PUMP PIPING SECTION M301 %" = 1'-0" %" = 1'-0" of �SVT'eo+"o �O��Ey &IONAL SIGNED. 0610212023 NjnTF- ALTERNATE BAR LENGTHS TO STAGGER BAR ENDS. STD. 900 HOOK, MIN. 9.75' MIN. cn Z w AR BUNDLES OF #7 BARS @ 4" ;. EACH WAY WITHIN 8' OF ,LL/ROOF INTERSECTION, AT ;E CLOSEST TO STAIRWELL. W Z ED) 0 ,✓ � a _ O ~ �O O c V� O� � Z V W- � �z Vz �a LLJ 2V W W 150 mi to O z m 0 00 0 U Lu 0 U) a O a w g W w J J LL. M N (V 0 0 W W cr- uj ¢O 0 Z SCALE: SHOWN Dll , 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M302 86 123 .w� 8"2 L106�o 26934 D ECISTISV 9 "JSIONALl Q�_ ADA L107 HEAT PUMP OUTDOOR RESTROOM UNIT WITH VANDAL SIGNED: 06/02/2023 PROOF CAGE, TYP. OF 2. HP-002 F101 REFRIGERANT PIPING, TYP. ROUTE UP INTERIOR SIDE DRY WELL OF BUILDING EXTERIOR WALL FROM OUTDOOR UNIT TO ENTRANCE INDOOR UNIT. SURFACE MOUNT SUPPORT PIPE ALONG O WALLS FOR ACCESS. DO NOT BURY UNDER FLOOR SLABS. NO HIGH POINTS ALONG LINES. L105 ENGINE GENERATOR EXHAUST SOUND TRAP A Z I w i Z MECHANICAL FITTING LEGEND w L104 � O a lk L108 38 CONNECTION TO LOUVER U '� 39 6" ID ALUMINUM DUCT, APPROX. LENGTH 2'-2" O 40 6" ID ALUMINUM 900 BEND i--i O 41 6 ID ALUMINUM DUCT, APPROX. LENGTH 104O O I DRY WELL ACCESS NOTES: ALL FRP PIPE AND FITTINGS ARE LIP FITCONNECTIONS. S GS S STAIR WELL F401 SEE DWG NO. M203 FOR DUCT WORK NOT CALLED OUT THIS SHEET. �{ V L103 L109 O U. 0 cn EMERGENCY DIESEL DRIVEN DIESEL ENGINE I U Z HEATER, PUMP ROOM EXHAUST w j 38 39 TYP. OF 3 40 J WALL MOUNTED L106 THERMOSTAT, TYP. — 41 O ELECTRICAL MOUNT UNIT MIN. 8'-0" ABOVE LOWER ROOM SLAB, TYP. OF 2 H P-002 � o m ODOR CONTROL ROUTE INTAKE PIPE TO ROOM AVOID SPIRAL STAIRCASE o 16 U Lu L102 L101 � Z 0 a_ O OUTLINE OF PUMP STATION 0000 a INTERIOR WALL BELOW GRADE e0oU W oC z L110 co 0 0 N o a HP-001 L w cn c U co0000 W co 0 a N w o m 0 W W o 0 w ¢ SCALE: SHOWN MULTI -USE FACILITY HVAC PLAN DRY WELL INTAKE PIPE SECTION A 2" �" - 1 -0 Y" = 1'-0" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M401 87 123 POTABLE WATER PLUMBING NOTES: 8H2 1) ALL COPPER PIPING SHALL BE INSULATED AND SEAMS SEALED TO PREVENT F. CORROSION. 2) ALL PLUMBING PIPES SHALL BE LABELED WITH FUNCTION AND FLOW DIRECTION. 3) ALL WATER PLUMBING SHALL BE COPPER, EXCEPT FOR WATER PLUMBING D. HEN LOCATED IN CHEMICAL ROOMS, WHICH SHALL BE SCH 80 PVC. CONTRACTOR o�w of w"ZN&.110 SHALL PROVIDE ALL NECESSARY FITTINGS AND SUPPORTS. �y� �o ROUTE COLD WATER PIPE TO EMERGENCY DIESEL -DRIVEN PUMP ROOM ABOVE GRADE, 4) CONTRACTOR SHALL ROUTE PROPOSED WATER PIPING TO AVOID EXISTING v26934 SEE DWG NO. M502 FOR CONTINUATION PIPING AND APPURTENANCES. o SSIONASV% � PROPOSED LEGEND/NOTES: 2" COLD WATER PIPE INSTALLED ALONG WALL OR ABOVE CEILING SIGNED: 06/02/2023 • COLD PIPE FLOOR PENETRATION ao 12" WALL HYDRANT HOSE RACK W/ HOSE & NOZZLE EXISTING FLOOR DRAIN WALL MOUNTED FIRE ® EXTINGUISHER DRAIN, WASTE AND VENT PLUMBING NOTES: 1) THE EXISTING WASTE PIPING SYSTEM AS SHOWN ON THIS DRAWING IS DIAGRAMMATIC w Op. AND DOES NOT SHOW ALL DETAIL OR OFFSETS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CORRECTLY LOCATE THIS WASTE PIPING SYSTEM. T7 w 2) CONTRACTOR SHALL VERIFY THAT EXISTING SUMP PIPING CAN BE REUSED. REPLACE IF NECESSARY FOR A COMPLETE AND FUNCTIONING SYSTEM. !�! PROPOSED HOSE BIB AND RACK U �'"+ 0 z APPROX. LOCATION OF EXISTING FLOOR Z Q DRAINS, TYP. O Z J L—L 4 a -' Z J Of 0 z to o u PROPOSED HOSE BIB AND RACK H W U I pp Otj c.1 EXISTING SUMP PUMPS 1 o Imom Lu W ROUTE AIR VAC DISCHARGE cc TO DRY WELL SUMP, TYP. PROVIDE CLEANOUT IF co HEADER IS USED o OUTLINE OF EXISTING SUMP TO BE REUSED FOR DRAINING, z CONTRACTOR TO VERIFY LOCATION IN FIELD, TYP. EXISTING SUMP PUMPS TO BE REMOVED AND REPLACED, CONTRACTOR TO VERIFY LOCATION IN FIELD, TYP. co EXISTING HOSE BIB AND RACK TOLu BE REPLACED AND RELOCATED cf) 000000 r -.. O - o � O III 0 cn lip EXISTING HOSE RACK z z W W W CC c� z 0 0 co co co - CD N N 0 O C\i �c S o a ui U NOTE: CRANE, HVAC AND ODOR CONTROL w w o SYSTEMS, AND ACCESS HATCHES AND ; o PUMP STATION MINOR MECHANICAL PLAN LANDINGS HIDDEN FOR CLARITY. Zl c- N r o Q 8 v � CD z � o W SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M501 88 123 CONTRACTOR TO ROUTE DRAIN THROUGH FLOOR TO PUMP STATION WET WELL BELOW GRADE OUTLINE OF PUMP STATION INTERIOR WALL BELOW GRADE WALL MOUNTED FIRE EXTINGUISHER MULTI -USE FACILITY MINOR MtC:HANIC:AL PLAN EXTERIOR HOSE BIB, TYP. OF 3 3" SCH. 40 PVC WASTE VENT PIPE ROUTED UP, SEE DWG NO. S106 FOR TERMINATION COLD WATER PIPE DOWN -TURNED TEE TO MATCH MAINLINE PIPE SIZE AND MATERIAL INTERIOR HOSE RACK TO BE ADJACENT TO CONCRETE WALL, TYP. OF 2 ROUTE FROM WATER METER, SEE WALL MOUNTED FI EXTINGUISHER PROVIDE BUSHING WITH 1/2" THD OUTLET 1/2" THD BRONZE BALL VALVE (MPTXFPT) 120V POWER CABLE F WALL OUTLET SIOUX CHIEF MODEL 695-ES01 ELECTRONIC TRAP PRIMER TRAP PRIMER DISTRIBUTOR FOR QUANTITY OF FLOOR DRAINS PER PLAN 1/2" PEX TUBING TO FLOOR DRAIN CONNECTIONS TRAP PRIMER CONNECTION NOT TO SCALE POTABLE WATER PLUMBING NOTES: 1) ALL COPPER PIPING SHALL BE INSULATED AND SEAMS SEALED TO PREVENT CORROSION. 2) ALL PLUMBING PIPES SHALL BE LABELED WITH FUNCTION AND FLOW DIRECTION. 3) ALL WATER PLUMBING SHALL BE COPPER, EXCEPT FOR WATER PLUMBING LOCATED IN CHEMICAL ROOMS, WHICH SHALL BE SCH 80 PVC. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS AND SUPPORTS. 4) CONTRACTOR SHALL ROUTE PROPOSED WATER PIPING TO AVOID EXISTING PIPING AND APPURTENANCES. PROPOSED LEGEND/NOTES: 2" COLD WATER PIPE INSTALLED UNDER SLAB 2" HOT COLD WATER PIPE INSTALLED ALONG WALL OR ABOVE CEILING • COLD PIPE FLOOR PENETRATION ao 12" RECESSED, NON —FREEZE WALL HYDRANT W/SECURITY COVER HOSE RACK W/ HOSE & NOZZLE PRESSURE REDUCING VALVE ISOLATION VALVE RPBA REVERSE PRESSURE BACKFLOW ASSEMBLY H- HOT WATER TANK NOTES: 1. PROVIDE 12" RADIUS SLOPE TO EQUIPMENT DRAINS WHERE FLOOR DOES NOT SLOPE TO DRAIN. 2. PROVIDE P-TRAP, P-TRAP PRIMER CONNECTION, SEDIMENT BUCKET, VANDAL -PROOF SCREW, AND BACKWATER VALVE AT ALL DRAINS AND PER PLUMBING CODE. FINISH FLOOR TO SLOPE TO FLOOR nnAIKI AO 1K1M1l1ATCn nK1 TUC nl AA10 FLOOR DRAIN DETAIL NOT TO SCALE DRAIN, WASTE AND VENT PLUMBING NOTES: 1) THE WASTE PIPING SYSTEM AS SHOWN ON THIS DRAWING IS DIAGRAMMATIC AND DOES NOT SHOW ALL DETAIL OR OFFSETS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CORRECTLY LOCATE THIS WASTE PIPING SYSTEM. 2) ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE, LATEST EDITION, AND ALL OTHER APPLICABLE CODES AND STANDARDS. 3) ALL WASTE PIPING TO BE SLOPED AT Y"/FT MIN. UNLESS OTHERWISE NOTED. ALL ELEVATIONS AND SLOPES TO BE FIELD VERIFIED BEFORE INSTALLATION. 4) WASTE VENT PIPING IS NOT SHOWN AND SHALL BE PROVIDED PER PLUMBING CODE. CONNECT ALL WASTE VENT PIPING ABOVE CEILING. CONTRACTOR TO VENT PIPING TO BEST UTILIZE FIELD CONDITIONS, INSTALL IN A CONCEALED MANNER, AND MEET ALL APPLICABLE PLUMBING AND CONSTRUCTION CODES. 5) ALL WASTE, DRAIN, AND VENT PIPING SHALL BE PVC, UNLESS OTHERWISE NOTED. 6) ALL PIPES SHALL BE LABELED WITH FUNCTION AND FLOW DIRECTION IN ACCORDANCE WITH THE SPECIFICATIONS AND PLUMBING CODE. 7) THE CONTRACTOR SHALL INSTALL ALL PIPING IN A RIGID, NON —SAGGING MANNER PARALLEL AND PERPENDICULAR TO WALLS, FLOOR AND CEILING. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS AND SUPPORTS. ALL PIPING SUPPORTS SHALL NOT HAVE METAL PIECES IN CONTACT WITH PIPING. 8) ALL WATER PIPING SHALL BE INSULATED AND SEAMS SEALED TO PREVENT CORROSION. 7) P—TRAP WATER SUPPLY AND PLUMBING IS NOT SHOWN AND SHALL BE PROVIDED PER PLUMBING CODE. PROVIDE P—TRAPS AT ALL FLOOR DRAINS UNLESS NOTED OTHERWISE. SEE DETAIL THIS SHEET. ONE, PROP. 3" SCH 40 PVC SEWER DRAIN PIPE, UNLESS OTHERWISE NOTED ® PROP. 3" CAST IRON FLOOR DRAIN W/ INTEGRAL TRAP AND CONCEALED CLEANOUT (TYLER SERIES 710 OR EQUAL) G° PROP. CAST IRON CLEANOUT W/ ADJUSTABLE TOP (ZURN Z1400 OR EQUAL) VENT c.� 0 ,y WASFjt It" y Lby 54 O �E�ISTEgE� �SSIONAL ��1 SIGNED. 0610212023 cn 0 cn CC A 0 z Q J a J Q — z Q Z U W 'I m FW- 0 ofz SCALE: SHOWN Oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M502 89 r123. NOTE: SEE DWG NOS. S203 AND S204 FOR THRUST BLOCK DETAILS 2" PVC SUMP PUMP PIPING SHALL RUN PARALLEL TO 18" DI PIPE. DISCHARGE INTO MANHOLE PER PLAN, SEE DWG NO. C010 FOR CONTINUATION. 18" DI PIPE, SEE DWG NO. C010 MECHANICAL FITTING FOR CONTINUATION LEGEND 4" AIR RELEASE PIPING SHALL HAVE CONTINUOUSLY FALLING D WA SLOPE AND A MINIMUM OF 36" OF COVER. DISCHARGE INTO I f ° 15 1 24" LONG BODY SLEEVE RJxRJ y MANHOLE PER PLAN, SEE DWG NO. C010 FOR CONTINUATION. �� 0 (RJxRJ) 26934 O2 24" DI PIPE, APPROX. LENGTH 4'-0"° �E�ISTEg�9 CONCRETE THRUST BLOCK, TYP. NOTE: THIS IS AN UNPRESSURIZED DRAIN LINE. NO S'IONAL Fl ADDITIONAL THRUST BLOCKING IS NEEDED. 30 24" DI SPOOL (FLxPE), APPROX. LENGTH 7'-1" SIGNED: 06/02/2023 ® 24" DI WALL RING THRUST COLLAR O5 24" FLOW METER 14 Ir 2'-6" NORMALLY CLOSED VALVE ON ©24" DISMANTLING JOINT 13 — — — ki FORCE MAIN DRAIN LINE D 24" DI SPOOL, (FLxFL), LENGTH 6'-0" 24" DI PIPE FROM DRY WELL, SEE 1 2 1 3 4 7 8 9 10 11 11 8 24" KNIFE GATE VALVE (FLxFL) WITH BEVEL GEAR CHAINWHEEL DWG NO. C010 FOR ,_ „ 0 CONTINUATION 1 0 18" LONG BODY SLEEVE (RJxRJ), SEE DWG NO. C010 FOR CONTINUATION AND DETAILS 90 24" DI TEE (FLxFL) I To 16 10 24"x18" DI ECCENTRIC REDUCER (FLxFL) ❑ I . I I 11 18" DISMANTLING JOINT w II I II O � — 12 18" DI TEE (FLXFL) � J KI Q 41-511 8 13 18" PLUG VALVE (FLxFL) 12 MIN. L- — _ (n 8 5 6 13'-6" 12 L 13— 12 — — — 14 18" DI SPOOL (FLxFL), APPROX. LENGTH 5'-3" Z Z AYo A Q O M601 M601 15 18" LONG BODY SLEEVE (RJxRJ) C) 16 18" DI WALL RING THRUST COLLAR V V ACCESS HATCH CLEAR _ _ _ LV W OPENING, TYP. OF 3 - 17 18" DI THREADED BLIND FLANGE WITH 4" TAP �H cn 18 4" DI SPOOL (FLxTHD), APPROX. LENGTH 7" J Z FUTURE FORCE MAIN STUB OUT, SEE 4 19 4" PRESSURE GAUGE AND TRANSMITTER 1550 O DWG NO. C010 FOR CONTINUATION M702 20 4" DI GATE VALVE FLXFL WITH 4" AIR RELEASE VALVE 1551 Q 0 ( ) M702 VALVE VAULT MECHANICAL PLAN v W %" = 1'-0" a � J � Q �. 2 nci VE rh 9.94'— D °O 0 m SUMP PUMP k 0 Z e D do D D D e D e D e D ° p 6.52' 6.27' ° A oD PD PIPES L PIPE Z p D 0 e e e a_ O e � D D e ° 71 ° o in D D ° D D w w W � C> o z 0 e z ° DD /B N cq oN 0 L L o a _ w oz D U c o OBLIQUE SECTION Aco �o a N w %" NOT TO SCALE m � o U U U- � Y j o O w ¢ SCALE: SHOWN all r 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M601 90 123 e D D p p °D ° D ° De D D e ° D D CD a D° D D g F De D e D p 12.07' � p AIR RELEASE � � e 20 e D D D 18 e D 17 0 p° 12" p° D MIN. D e e D e D e 12" MIN, TYP. e D D p Dd D p m D D e e ° e ° eD D D g DD De e a e D° D DD D D D ° � e p ° ° C ° � ° e p p e D D ° D e D p s p e ° C e � e ° D D eD D D D � ° ° � e D e e �° GENERAL MECHANICAL NOTES 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS, LABOR, AND EXPERTISE TO CONSTRUCT MAJOR AND MINOR PIPING SYSTEMS ACCORDING TO APPLICABLE CODES, STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL CONFORM TO PIPE ROUTING AND ARRANGEMENT AS CLOSELY AS POSSIBLE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PIPING DIMENSIONS. CONTRACTOR SHALL PREPARE AND SUBMIT DETAILED DIMENSIONAL DRAWINGS BASED ON APPROVED EQUIPMENT AND PIPING SYSTEMS. 3. FITTINGS AND/OR PIPING THAT MAY BE REQUIRED IN ORDER TO OPERATE SOME MINOR MECHANICAL SYSTEMS, INSTRUMENTATION, AND EQUIPMENT MAY NOT BE SHOWN IN THE PLANS. THE CONTRACTOR SHALL PROVIDE FITTINGS AND PIPING AS NECESSARY TO HAVE A COMPLETE AND FUNCTIONAL SYSTEM. 4. CONTRACTOR SHALL CONNECT EQUIPMENT, VALVES, METERS, AND OTHER SIMILAR FITTINGS TO PIPING SYSTEM SUCH THAT IT CAN BE READILY DISASSEMBLED FOR MAINTENANCE OF THE EQUIPMENT. THIS MAY REQUIRE PROVIDING ADDITIONAL FITTINGS OR SUPPORTS NOT SHOWN IN THE PLANS. 5. NOT ALL PIPE SUPPORTS ARE SHOWN IN THE PLANS. CONTRACTOR SHALL PROVIDE AND INSTALL PIPE SUPPORTS AS NECESSARY TO PROVIDE A RIGID, SECURE, NON -SAGGING SYSTEM. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. NO SUPPORTS SHALL HAVE METAL PIECES IN CONTACT WITH PROCESS PIPING. 6. FITTING TAPS SHALL BE DONE AT THE FACTORY. PIPE TAPS MAY BE DONE ON SITE USING A TAPPING MACHINE BY AN EXPERIENCED OPERATOR. ALL TAPS ARE SUBJECT TO OWNER APPROVAL AND ANY REJECTED MATERIALS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. TAPPED DI PIPE SHALL BE CLASS 53 MINIMUM. DIRECT TAPS ON PIPE ARE TO BE LOCATED SUCH THAT ADJACENT FITTING BOLTS OR SHACKLE RODS DO NOT INTERFERE WITH INSTALLATION OF GAUGES, SWITCHES OR AIR VALVES. TAPPED PIPE WILL BE REJECTED IF EQUIPMENT CANNOT BE INSTALLED CLEANLY AND DISASSEMBLED EASILY. 7. MINOR MECHANICAL PIPING: ALL VALVES 2" AND LARGER SHALL INCLUDE HANDWHEEL OPERATORS. ALL BALL VALVES SMALLER THAN 2" SHALL HAVE 1/4 TURN FULL HANDLES AND BE RATED FOR SPECIFIED WORKING PRESSURE. 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY THRUST RESTRAINT, INCLUDING BUT NOT LIMITED TO CONCRETE BLOCKING, SHACKLE RODS AND RJ PIPE. CITY -APPROVED THRUST RESTRAINTS SHALL BE REQUIRED FOR ALL MJ FITTINGS. 9. IN THE EVENT THAT A SECTION OF PIPING FAILS A PRESSURE TEST, AND ANY MECHANICAL JOINTS WITH MEGA -LUG STYLE RESTRAINTS NEED TO BE DISASSEMBLED, THE MEGA -LUGS AND THE ASSOCIATED PIPE MAY NOT BE REUSED AND MUST BE REPLACED AT THE CONTRACTOR'S EXPENSE. 10. DISMANTLING JOINTS (DJ) AND COUPLINGS SHALL BE EQUAL TO ROMAC. 11. CONTRACTOR SHALL PROVIDE INSULATING FLANGE KITS OR A TRANSITION COUPLING BETWEEN ALL DISSIMILAR PIPING MATERIALS. 12. ALL PVC FITTINGS SHALL BE SOCKET END -TYPE FITTINGS UNLESS OTHERWISE NOTED. 13. ALL VALVES SHALL BE REMOVABLE WITHOUT HAVING TO CUT PIPE (I.E. FLANGED OR TRUE UNION) 14. CONTRACTOR SHALL INSTALL AND MOUNT ALL EQUIPMENT AND TANKS PER MANUFACTURER'S RECOMMENDATIONS, THE REQUIREMENTS IN THE SPECIFICATIONS FOR SEISMIC RESTRAINT, AND THE FOLLOWING REQUIREMENTS. EQUIPMENT AND TANKS MOUNTED ON FLOORS THAT SLOPE SHALL BE LEVELED WITH STEEL SHIMS AND SHALL BE FINISHED AND GROUTED TO FILL ALL VOIDS CAUSED BY THE FLOOR SLOPE. 15. ALL CHEMICAL PIPING FITTINGS SHALL BE SOCKET WELDED. FLANGED FITTINGS ARE ACCEPTABLE IF SOCKET CONNECTIONS ARE NOT AVAILABLE. 16. ALL SOCKET STYLE PVC PIPE AND FITTINGS TO BE SOLVENT WELD. INSTALLATION SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SHALL INCLUDE PRIMER AND SOLVENT CEMENT EQUAL TO IPS WELD -ON P-70 AND 724 RESPECTIVELY. 17. CONTRACTOR SHALL PROVIDE FITTINGS NECESSARY TO TRANSITION BETWEEN DIFFERENT PIPE MATERIALS AND SIZES. 18. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS NECESSARY TO TRANSITION AND CONNECT EQUIPMENT AND PIPE, AND SHALL ROUTE PIPE IN A NEAT MANNER SUCH THAT THEY ARE PARALLEL AND PERPENDICULAR TO THE WALLS, FLOOR, AND CEILING. 19. NO ELECTRICAL CONDUIT, J-BOXES, OR WATER SUPPLY LINES SHALL BE LOCATED BELOW EXISTING VALVE BOARDS. GENERAL PIPE SUPPORT NOTES 1530 TYP. TABLE A: PIPE SUPPORT DESIGN CRITERIA MAX. SPAN FOR PIPE SUPPORTS FT STEEL DUCTILE IRON COPPER PLASTIC PIPE SIZE ROD SIZE 1" 3/8" 7 10 5 5 1-1 /2" 3/8" 9 10 7 5 2" 3/8" 10 10 8 6 2-1/2" 1 /2" 10 10 9 6 3" 1 /2" 10 10 10 7 4" 5/8" 10 10 10 7 6" 3/4" 10 10 10 8 8" 3/4" 10 10 10 8 10" 7/8" 10 10 10 10 12" 7/8" 10 10 10 10 14" 1" 10 10 - 10 16" 1" 10 10 - 10 18" 1-1 /4" 10 10 - 10 20" 1-1 /4" 10 10 - 10 24" 1-1 /2" 10 10 - 10 30" 1-1 /2" 10 10 - 10 36" 2" 10 10 - 10 1. PIPE AND CONDUIT SUPPORT MATERIAL SHALL BE PER INSTALLATION LOCATION: 1.1. STAINLESS STEEL SUPPORTS AND HARDWARE REQUIRED AT THE FOLLOWING LOCATIONS: 1.1.1. EXTERIOR LOCATIONS 1.1.2. SUBMERGED OR LOCATED BELOW THE TOP OF THE WALL WITHIN A WATER BEARING STRUCTURE, 1.1.3. WITHIN THE FOLLOWING AREAS: GRIT, THICKENING, DEWATERING ROOMS AND TRUCK BAY 1.2. IN ALL OTHER AREAS, MATERIALS SHALL BE HOT -DIP GALVANIZED UNLESS NOTED OTHERWISE. 2. FOR PIPE SIZES THAT ARE NOT LISTED IN ABOVE TABLE, THE NEXT LARGER PIPE SIZE SHALL BE USED FOR DETERMINING LOADING AND SUPPORT SPACING. 3. ROD SIZE IS BASED ON CARRYING SINGLE PIPE. WHEN MORE THAN ONE PIPE IS TO BE SUPPORTED, RODS SHALL BE SIZED USING SUM OF DESIGN WEIGHTS TO DETERMINE TOTAL LOAD. 4. PLASTIC PIPE SUPPORT SPACING BASED ON SCH 80 PIPE AT 100 DEG F. SCH 40 PIPE OR HIGHER TEMPERATURES REQUIRE SHORTER SPANS. SEE MANUFACTURER'S RECOMMENDATIONS. 5. INSTALL AT LEAST ONE HANGER PER PIPE LENGTH. LOCATE AS NEAR THE END CONNECTION AS POSSIBLE. 6. PROVIDE TURNBUCKLE WITH SUPPORT ROD FOR PIPES SUBJECT TO HORIZONTAL MOVEMENT. 7. PROVIDE LATERAL AND SEISMIC BRACING AS SPECIFIED AND REQUIRED. 8. DESIGN WEIGHTS ARE BASED ON SCH 80 STEEL PIPE AT 10 FT SUPPORT SPACING. 9. ALL CONNECTIONS TO CONCRETE SHALL BE CONCRETE ANCHORS PER SPECIFICATIONS AND STRUCTURAL DETAILS. 10. MSS REFERS TO MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTING INDUSTRY, STANDARD PRACTICE SP 58 AND SP 69. 11. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS, AND LABOR FOR CONSTRUCTING PIPE SUPPORT SYSTEMS. 12. PIPE SUPPORT SYSTEMS AS DETAILED PROVIDE GENERAL GUIDELINES FOR HOW PIPES SHALL BE SUPPORTED. ADDITIONAL SUPPORT CONFIGURATIONS MAY BE REQUIRED. CONTRACTOR SHALL SUBMIT ALTERNATE SUPPORT DETAILS FOR APPROVAL. 13. CONTRACTOR SHALL PROVIDE SUPPORTS AS NEEDED TO SECURE PIPING SYSTEM IN NORMAL AND TEST OPERATING CONDITIONS. 14. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF PIPE SUPPORTS, HANGERS AND SEISMIC BRACING. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. UNISTRUT MOUNTED TO THE CONCRETE OR CMU WITH MINIMUM OF 2 CONCRETE ANCHORS. FOLLOW SUPPOR PIPE CLAMP, SEE P NOTES TH 11 J UI/AIVILILI\ FIFL UI\ JIVI/1LLLI\ 3"DIAMETER PIPES AND SMALLER WALL -SUPPORTED 0 0 0 O 0 0 0 0 0 TYPE A - FLANGE SUPPORT (TYP. AT VALVES, METERS, AND FITTINGS) TYPE C - SADDLE CLAMP SUPPORT (TYP. AT PIPING) TYPE B - SADDLE SUPPORT (AS SPECIFIED OR WITH ENGINEER APPROVAL) SEE PIPE STANCHION DETAIL FOR MORE INFORMATION, TYP. 1. FLANGE, SADDLE, AND SADDLE CLAMP SUPPORTS SHALL BE "STANDON" BRAND AS MANUFACTURED BY MATERIAL RESOURCES OR EQUAL. STANDON PIPE SUPPORT 1531 NOT TO SCALE TYP. PROVIDE LATERAL RESTRAINT AS REQUIRED. a WALL BRACKET [1I1711401 ��lto] LTA to] ♦Ti4.1I1 d PIPE OUTLINE, TYP. d I d 1. MAX ALLOWABLE LOAD: 3000 LBS 2. BRACKET MAY BE USED WITH VARIOUS HANGER, ROLLER, GUIDE, U-CLAMP, AND ANCHOR ASSEMBLIES. 3. STRUT SUPPORT MAY BE USED IN LIEU OF WALL BRACKET FOR 6" DIA. AND SMALLER PIPING OR AS APPROVED BY ENGINEER. 4. LOCATION OF WALL SUPPORTS SHALL BE COORDINATED WITH STRUCTURAL PLAN SO THAT SUPPORTS ARE ANCHORED IN FULLY GROUTED VERTICAL CMU COLUMN LOCATIONS. e dO ad d 41 (D d �d WELDED STEEL BRACKET, MSS TYPE 31, 32, AND 33 CONCRETE ANCHOR, SIZE AND d QUANTITY AS REQUIRED. SEE STRUCTURAL DETAIL FOR SPACING AND LOADING INFO WALL SUPPORTED PIPE SUPPORT 1533 NOT TO SCALE TYP. INISTRUT POST BASE. ANCHOR 0 FLOOR WITH CONCRETE INCHORS. LEVEL SUPPORT ON ACK NUTS. 'ROVIDE NON -SHRINK GROUT 'AD BENEATH SUPPORT AFTER EVELING 3"DIAMETER PIPES AND SMALLER FLOOR -SUPPORTED UNISTRUT PIPE SUPPORT 1557 NOT TO SCALE TYP. PIPE STANCHION BASE PLATE, SIZE AS REQUIRED. 1" FINISHED FLOOR = MIN. a PIPE STANCHION, SIZE AS REQUIRED CONCRETE ANCHOR, SIZE AND QUANTITY AS REQUIRED SEE STRUCTURAL DETAILS FOR SPACING AND LOADING INFO LEVELING NUT, TYP. GROUT AFTER LEVELING PIPE STANCHION DETAIL 1545 NOT TO SCALE TYP. oE wASFjt Lby 54 O �E7'STV �SSIONAL ��1 SIGNED. 0610212023 Cn J a Lu 0 J a Z a Z V W 2 am =r c.� 0 0 cn o Z a_ 0 Of 0 C/) a w _ Q > W W W U /� CC (i Z_ 0 0o (V 0 CV 0 0 N N a o W U) Q o 0 O c7 a (V N O 0 U U LL. � Y W Lu Lu W cr 'I m z 0 a U co 0 uj ofz SCALE: SHOWN Oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M701 91 123 k m] . ..4 V d .° CONCRETE WALL END CONNECTIONS 6"-17 U.N.O. PER PLAIN . ON PANS d . d . d n d m m OUT a 8 �YglI g DUCTILE IRON (OR SST . • . WHERE SPECIFIED) WALL SENT®NOTE WATERSTOP, d, d POPE, DIA. PER PLAN, FONT. CENTER WALL PIPE •d, ANNULAR RING IN WALL TYPICAL USAGE: WALL PENETRATION LOCATED BELOW THE HIGH WATER LEVEL WITHIN A WATER [SEARING STRUCTURE. WALL THIMBLE PIPE PENETRATION 1541 NOT TO SCALE TYP. CONCRETE V�!ALUFLOOR CORE DRILL CONCRETE, OVERSIZE TO FIT 11ECHANICAL SEAL PROS/IDE (`,MECHANICAL SEAL BETlI�IEEN PIPE AND CONCRETE TYPICAL USAGE !I1AJ1 PENETRATIONS LOCATED AT @@E ARINGENETRATION AS SPECIFIED OR V�!ITH ENGINEER APPRO01 BENTONITE �IUATERSTOP. CONT. CAST 0!!ERSIZED TYPE 11 SST SLEEVE �11!ITH !�1!ALL RING IN CONCRETE !��! �LLFL00R F INSTALLED IN FLOOR. EXTEND SLEEVE 1" ABO!!E AND BELOliV FLOOR OMSOD[� 0 0 PIPE � — O OO O O O p IN NOTES: 1. FOR CLEAN WATER APPLICATIONS, ASSEMBLY SHALL BE CONSTRUCTED OF COPPER PIPE & BRASS FITTINGS/VALVES. FOR SEWAGE AND CHEMICAL APPLICATIONS, MATERIALS SHALL BE SST. DIELECTRIC UNION IS NOT NEEDED IF SST IS USED. 2. PROVIDE DIAPHRAGM SEAL AT PRESSURE GAGE WHERE SPECIFIED AND IN ALL SEWAGE & CHEMICAL APPLICATIONS. SEAL SHALL BE CONSTRUCTED OF MATERIALS SUITED FOR THE INTENDED APPLICATION. STRAINER NOT REQUIRED IF DIAPHRAGM SEAL IS PROVIDED. 3. ASSEMBLY IS DIAGRAMMATICALLY SHOWN. CONTRACTOR TO INSTALL ASSEMBLY AS SHOWN ON PLANS. ONYX ISOLATOR RING PSW, SIZE PER PLAN, WITH INTEGRAL BLOCK VALVE AND MODULE SEAL. ALL METAL COMPONENTS SHALL BE STAINLESS STEEL. E GAUGE. SEE %TIONS FOR AL INFORMATION PRESSURE GAUGE ASSEMBLY 1550 o NOT TO SCALE TYP. TYPICAL USAGE, ��!ALL PENETRATIONS ABOVE THE NORMAL �I��ATER LEVEL AT I,�!ATER BEARING STRUCTURES. N1AY ALSO BE USED FOR PIPES PENTRATIONS �" AND S(\.�ALLER BELO�.�� THE NOR(\.�AL �IVATER LEVEL. PIPING LARGER THAN 3" AS SPECIFIED OR �IIITH ENGINEER APPROVAL. PROVIDE MECHANICAL SEAL ONu�� 9 BETWEEN PIPE AND SLEEVE e a d CONCRETE WALUFLOOR APPLICATION •d. LLJ MH 2 m 3 U � Lj Q Q LINKSEAL MODEL MODEL "C" X X MODEL 1" X X MODEL "S-316" X X MODEL "T" X * CONTRACTOR SHALL VERIFY LINKSEAL SUITABILITY FOR CHEMICAL APPLICATIONS WITH MANUFACTURER. MECHANICAL SEALS SHALL BE LINKSEAL OR APPROVED EQUAL. MECHANICAL SEALS SHALL BE SELECTED BASED ON THE APPLICATION. t7.Ull("llell l�fil 1111®� 1V11d 1111 lnllldil MECHANICAL SEAL PIPE PENETRATION 1546 NOT TO SCALE TYP. PIPE AND FITTINGS LEGEND PIPE AND PIPE JOINING (PLAN VIEW) FL x FL FL x =TRJ FL x PE FL x GR PIPE SPOOL ADAPTER, FLxMJ SHOWN. OTHER END CONFIGURATIONS WHERE REQUIRED II IIII LONG BODY SLEEVE FCA WITH SHACKLE RODS, SHACKLE RODS NOT SHOWN COUPLING, TRANSITION OR RESTRAINED WHERE REQUIRED EXPANSION JOINT WITH LIMIT RODS PROCESS PIPING LEGEND AND ABBREVIATIONS PIPE ANNOTATION PIPE FUNCTION ABBREVIATION PIPE SIZE PROCESS PIPING ABBREVIATIONS SEE PIPE SCHEDULE. VALVE, EQUIPMENT, OR INSTRUMENTATION ANNOTATION P&ID TAG, SEE SCHEDULES PAID TAG PIPE R111PPOUSA PLAN !/IE! :!1 A STAND-ON/CONCRETE O CEILING HUNG WALL SUPPORTED �Q BASE BEND/RISER OTHER PIPING SYlr1BOLS� PIPE FLOW ARROW (COLOR BY PIPE FUNCTION) AIR FLOW ARROW (COLOR BY PIPE FUNCTION) ID PIPE MATERIAL TRANSITION [RIPE HLaVEMAL MATERIAL ABBREVIATION MATERIAL DESCRIPTION DI DUCTILE IRON GSP GALVANIZED STEEL PIPE SSP STAINLESS STEEL PIPE STL FABRICATED STEEL PIPE HDPE HIGH DENSITY POLY ETHYLENE PE POLY ETHYLENE PVC POLYVINYL CHLORIDE CPEP CORRUGATED POLYETHYLENE PIPE VALVE AND MECHANICAL EQUIPMENT ABBREVIATIONS GV GATE VALVE BFV BUTTERFLY VALVE BV BALL VALVE PV PLUG (ECCENTRIC) VALVE CV CHECK VALVE SG SLUICE GATE WG WEIR GATE SL STOP LOG NOTES: 1. DETAIL IS APPLICABLE FOR SEWAGE WATER APPLICATIONS ONLY. ASSEMBLY SHALL BE CONSTRUCTED OF SST PIPE, FITTINGS, AND VALVES. 2. VALVE SIZE SHALL BE AS SPECIFIED ON PLANS. 3. SERVICE TAP AND BALL VALVE SHALL MATCH VALVE INLET SIZE. NOTES: 1. DETAIL IS APPLICABLE FOR SEWAGE WATER APPLICATIONS ONLY. ASSEMBLY SHALL BE CONSTRUCTED OF SST PIPE, FITTINGS, AND VALVES. 2. VALVE SIZE SHALL BE AS SPECIFIED ON PLANS. 3. SERVICE TAP AND BALL VALVE SHALL MATCH VALVE INLET SIZE. 4. INSTALL BALL VALVE AND FITTINGS AS NECESSARY TO TRANSITION FROM SADDLE TAP TO VALVE. 4/011 PIICr1UADr1E: DIDIAIrl TVD ION AIR VALVE, KI I VVI I H LAUH VALV �UFACTURER'S f WITH EACH VALVE 4" COMBINATION AIR AND VACUUM VALVE ASSEMBLY T5P1 NOT TO SCALE FITTINGS (PLAN VIEW) FLANGED MECHANICAL GROOVED SOCKET 90° BEND/ELBOW 45° BEND/ELBOW 22Y2° BEND/ELBOW 0 o 0 11,Y4° BEND/ELBOW REDUCER CROSS o o TEE 0 WYE VALVES AND METERS (PLAN VIEW) FLANGED o ECCENTRIC (PLUG) VALVE, FULL PORT GATE VALVE 'inBUTTERFLY VALVE (FLANGED W/ HANDWHEEL AND WAFER W/ LEVER SHOWN) ulELECTROMAGNETIC FLOWMETER 2" QUARTER TURN BRASS BALL VALVE 2" SADDLE TAF 2" AUTOMATIC AIR RELEASE VALVE ASSEMBLY 1553 TYP. NOT TO SCALE ODOR CONTROL ROOF VENTILATION 1552 gFC.T1nN TYP. NOT TO SCALE oE wASFjt 2 b y O �E07ST.541 �SSIONAL ��1 SIGNED. 0610212023 cn J a W 0 J a 0 Z a V W 0 co G cn o Z a_ 0 0 cn a w Q � W W W z 0 0 cococo� 0 0 0 N N � o W w 0 0 O c7 Zl a N N 0 o m U U u- � Y W u, z w W cr 'I m z 0 a U co 0 FW- 0 ofz SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M 702 92 123 ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT CIRCUIT BREAKER SERVICE ENTRANCE, SWITCHGEAR, XXX/YY - CB SIZE & NO. OF POLES MOTOR CONTROL CENTER, OR ET - ELECTRONIC TRIP PANELBOARD TM - THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR SE - SERVICE ENTRANCE SURFACE MOUNTED PANELBOARD GFI - GROUND FAULT INTERRUPTER FUSE FUSED DISCONNECT SWITCH PLUG-IN CONNECTION FLUSHED MOUNTED PANELBOARD RTM RUN TIME METER NXX FIELD CONTROL STATION WITH NEMA OC MOTOR OPERATION COUNTER ❑e REQUIREMENTS. N1 - NEMA 1 SSRVS N3R -NEMA 3R N4 - NEMA 4 SSRVS -SOLID STATE N4SS - NEMA 4 STAINLESS STEEL REDUCED VOLTAGE STARTER N4F -NEMA 4 FIBERGLASS N6 - NEMA 6 N12 - NEMA 12 GASKETED EQUIPMENT MOUNTING STAND VARIABLE FREQUENCY DRIVE u ti MOTOR STARTER T HEATER, WATTAGE NOTED A ID MOTOR STARTER W/ OPERATOR C DEVICES ® EQUIPMENT CONNECTION A -HAND-OFF-AUTO B - OPERATIONAL COUNTER C - RUN TIME METER D - RUN LIGHT E - FAIL LIGHT F - EMERGENCY STOP KO KIRK KEY INTERLOCK POWER TRANSFORMER CONTROL POWER TRANSFORMER TRANSFORMER b CURRENT TRANSFORMER VOLTAGE TRANSFORMER CONTACTOR CAPACITOR T ENGINE GENERATOR GENERATOR CONNECTION RECEPTACLE S N SOLID NEUTRAL TB TERMINAL BLOCK SURGE PROTECTION DEVICE SPD SURGE PROTECTION DEVICE 0 0 (ALTERNATIVE) GROUNDING SYSTEM SYMBOLS GROUND METAL PIPE GROUND m CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. GROUND ROD SIZED PER N.E.C. USE O EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM. CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. ELECTRICAL SITE PLAN SYMBOLS UTILITY POLE AND GUY WIRE HH MANHOLE OR HANDHOLE HH �P BURIED POWER VAULT OR MANHOLE �T TELEPHONE VAULT OR PEDESTAL �F FIBER OPTICS VAULT OR PEDESTAL o-0 LUMINAIRE I mil PAD -MOUNT TRANSFORMER M SINGLE PHASE MOTOR. HORSEPOWER AS NOTED HP THREE PHASE MOTOR. HORSEPOWER AS NOTED HP SINGLE PHASE MOTOR. HORSEPOWER AS NOTED ELECTRICAL PLUG Eh DISCONNECT SWITCH FUSED DISCONNECT SWITCH COMBINATION MOTOR STARTER AND DISCONNECT SWITCH LIGHTING FIXTURES/DEVICES O FLUORESCENT FIXTURE WALL/CEILING MOUNTED FIXTURE ® EMERGENCY LIGHT WITH SELF CONTAINED BATTERY O SURFACE OR PENDANT MOUNTED FIXTURE ORECESSED FIXTURE MD MOTION DETECTOR P C PHOTO CONTROL CELL FIRE SYSTEM SYMBOLS < HEAT DETECTOR SO SMOKE DETECTOR ❑D FIRE ALARM DISPATCH STROBE ALARM ❑A FIRE ALARM AUDIBLE/VISUAL ALARM �F FIRE ALARM MANUAL PULL STATION ADDITIONAL SYMBOLS O SOUND SYSTEM SPEAKER SOUND SYSTEM VOLUME CONTROL KDw DOORBELL RECEPTACLES AND JUNCTION BOX SYMBOLS O CEILING JUNCTION BOX --�j WALL JUNCTION BOX O FLOOR JUNCTION BOX DUPLEX WALL RECEPTACLE , 120V OQ TV a S ®3WAY 3 S HOA H0A SINGLE -POLE DEE S DOUBLE -POLE 2 S THREE WAY 3 S FOUR WAY 4 S DIMMER D S OCCUPANCY OS SENSOR WP = WEATHERPROOF G = GROUNDED IG = ISOLATED GROUND GFI = GROUND FAULT INTERRUPTER DOUBLE DUPLEX SINGLE RECEPTACLE, 120V SINGLE RECEPTACLE, 208V DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, RATING AS NOTED CLOCK TELEVISION TELEPHONE TELEPHONE/DATA WITH CABLE TELEPHONE/DATA WITHOUT CABLE SWITCH OUTLETS STANDARD SWITCH, 120VAC, 20 AMP 3-WAY SWITCH, 120VAC, 20 AMP 3-POSITION SWITCH, 120VAC, 20 AMP, LABEL SWITCH POSITION HAND -OFF -MOTION OR PHOTO S PILOT -LIGHTED P S KEY -OPERATED K S LOW VOLTAGE LV S MASTER M ❑ PUSHBUTTON VALVE SYMBOLS _6� PILOT VALVE SOLENOID VALVE V I CHECK VALVE Oil CONTROL VALVE ABBREVIATIONS SPDT - SINGLE POLE, DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW WP - WEATHER-PROOF GFI - GROUND FAULT INTERRUPT P - POWER C - CONTROL J - INSTRUMENTATION PC - POWER & CONTROL CJ - CONTROL & INSTRUMENTATION CKT. - CIRCUIT C.O. - CONDUIT ONLY N.L. - NIGHT LIGHT AL. - ALUMINUM CU. - COPPER HOA HAND -OFF -AUTO SWITCH RUN TIME METER OPERATION COUNTER MOTOR RUN INDICATION LIGHT SEAL FAIL INDICATION LIGHT SEAL FAIL TRIP RESET OVER TEMPERATURE INDICATION LIGHT MOTOR OVERLOAD INDICATION LIGHT RTM OC MRIL SFIL SFTR OTIL MOIL INDICATE TYPE BY LETTER V AH INSTRUMENT METER A - AMMETER AH - AMPERE -HOUR PF - POWER FACTOR V - VOLTMETER VA - VOLT AMMETER RACEWAY LEGEND 51T� PAN P PROPOSED POWER TEL PROPOSED TELEPHONE VAR - VARMETER VARH - VARHOUR METER W - WATTMETER WH - WATTHOUR METER TELM PROPOSED INSTRUMENTATION FO PROPOSED FIBER OPTICS PUDDING 0P 1: AACVTY PLAN LEGEND 480 VOLT EXPOSED RACEWAY 480 VOLT WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY 120/208/240 VOLT EXPOSED RACEWAY 120/208/240V WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY CONTROL OR INSTRUMENTATION EXPOSED RACEWAY CONTROL OR INSTRUMENTATION, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY HOME RUN TO PANELBOARD OR AS INDICATED CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED FLEXIBLE CONDUIT CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS CALLOUT INDICATING CONDUIT SIZE, NUMBER Y" GRC, 2-#12 AND SIZE OF WIRE. CALLOUT INDICATING CONDUIT PER SCHEDULE XX CONDUIT BENT UP OR TOWARD CONDUIT BENT DOWN OR AWAY ] CAPPED CONDUIT LADDER LOGIC SYMBOL LEGEND INDICATOR LIGHT INDICATOR LIGHT RELAY A - AMBER G - GREEN XYZ B - BLUE R - RED 123 C - CLEAR W - WHITE RELAY TR - TIMED RELAY CR - CONTROL RELAY LIMIT SWITCH FLOAT SWITCH Q LIMIT SWITCH, NORMALLY OPEN O FLOAT SWITCH, NORMALLY OPEN LIMIT SWITCH FLOAT SWITCH LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH, NORMALLY CLOSED TIME DELAY CONTACT PUSHBUTTON O TIME DELAY CONTACT, NORMALLY OPEN, PUSHBUTTON, NORMALLY CLOSED TIME TO CLOSE TIME DELAY CONTACT PUSHBUTTON0_____7 PUSHBUTTON, NORMALLY OPEN TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO OPEN O O TIME DELAY CONTACT THERMOSTAT O TIME DELAY CONTACT, NORMALLY OPEN, TIME TO OPEN O THERMO SWITCH, NORMALLY OPEN TIME DELAY CONTACT THERMOSTAT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO CLOSE THERMO SWITCH, NORMALLY CLOSED RELAY CONTACT, NC FLOWSWITCH RELAY CONTACT, INSTANTANEOUS CHANGE O FLOWSWITCH, NORMALLY OPEN RELAY CONTACT, NO PRESSURE SWITCH FLOWSWITCH O PRESSURE SWITCH, NORMALLY OPEN FLOWSWITCH, NORMALLY CLOSED PRESSURE SWITCH PRESSURE SWITCH, NORMALLY CLOSED LADDER LOGIC LINETYPES COMPONENT INSTALLED INSIDE ENCLOSURE COMPONENT INSTALLED ON FRONT OF ENCLOSURE FIELD CONNECTED COMPONENT GENERAL NOTES 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN REVIEWED BY THE ENGINEER. 2 POLE SWITCH 3 POLE SWITCH RH2 of,"skr�,aC`I ��571T89 C!SEgE� iSIONAL� SIGNED. 0610212023 0 Z W 0 W J J Q V W J W a m = c� 0 0 U ui w (D o Z a_ a 0 of o cj) a w Q � W W W U i CC (� li z 0 0 M m N N �' o O o� Li L o w � - 0 0 O co a N (V 0 co o � 00 � ? W O c� S W W s W 'I m ofz SCALE: SHOWN Dll Ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E001 93 123 — — — , UTILITY METER OUTSIDE PAD -MOUNT TRANSFORMER ON EXISTING TRANSFORMER I M I I MAIN SERVICE AUTOMATIC TRANSFER VAULT I DISCONNECT SWITCH SWITCH, "ATS" �P2 - - - 800/3 P1 ' P3ET, LSI, SE ATS I > c EXISTING PRIMARY 7480/277 VOLT � SERVICE CURRENT I I _ TRANSFORMER I 2 MANUAL TRANSFER SWITCH, "MTS". HANDLE UP I I SPD DIGITAL POSITION SHALL BE LABELED "ONSITE I METER GENERATOR", HANDLE DOWN POSITION SHALL BE LABELED "PORTABLE GENERATOR" AND CENTER OFF POSITION SHALL BE LABELED "OFF". I MTS O I I SPD �I n I P8 - - - - - I P6 GENERATOR DISCONNECT SWITCHr T I 800/3 �G N ) ET LSI I _J W/ P5 STANDBY GENERATOR - - - I 800/3 ET - LSI ,G„ 120/208V I I 450KW T I �� L - - - GROUND PER N.E.C. OD I O DISTRIBUTION PANEL "DP", 480V, 30, 4W, 800A BUS, 42 KAIC, 800A MAIN I GENERATOR DOCKING STATION I I G N )TM /3 I I 140013 1400/3 J TM J TM II I P10 �P12 P14 STANDALONE STANDALONE HARMONIC HARMONIC GENERATOR LOAD FILTER AND VFD FILTER AND VFD CENTER, "G" I ENCLOSURE, ENCLOSURE, "VFD1" 11VFD2" I 1400/3 1400/3 J J ELECTRICAL NOTES 1. PROPOSED UTILITY METERING. METER BASE AND ENCLOSURE BY CONTRACTOR PER SERVING UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. 2. GROUNDING PER DETAIL, THIS SHEET. 3. GROUND ROD PER N.E.C. (TYPICAL). SEE DWG NO. E018 FOR DETAIL �XX 4. SEE DWG NO. E021 AND E022 FOR CONDUIT AND CONDUCTOR SCHEDULE. 0 5. SEE DWG NO. E023 FOR ELECTRICAL EQUIPMENT SCHEDULE. I INSIDE STATION LOAD CALCULATIONS PUMP 1 (200 HP) 240A X 1.25 = 300 AMPS PUMP 2 (200 HP) 240A X 1.00 = 240 AMPS PUMP 3 (200 HP) (REDUNDANT) 240A X 0.00 = 0 AMPS LIGHTING TRANSFORMER (30 kVA) 36.1A X 1.00 = 36.1 AMPS ODOR CONTROL ROOM HEATER (3 KW) 4.5A X 1.00 = 4.5 AMPS EMERGENCY PUMP ROOM HEATER (5 KW) 7.5A X 1.00 = 7.5 AMPS RESTROOM HEATER (3 KW) 4.5A X 1.00 = 4.5 AMPS ODOR CONTROL SYSTEM 10A X 1.00 = 10 AMPS CRANE 8.5A X 1.00 = 8.5 AMPS EMERGENCY STORAGE PUMP 5.5A X 1.00 = 5.5 AMPS TOTAL 616.6 AMPS 1400/3 j TM 1400/3 TEA 150/3 j TM LIGHTING \P16 TRANSFORMER OF 480V STANDALONE 30 kVA HARMONIC 30 4W I FILTER AND VFD 120/208V ENCLOSURE, - 11VFD3" _ I 120/208V 1: - - ONE -LINE DIAGRAM NO SCALE 11513 J TM 15/3 N7 HEATER 3KW 11513 J TM 15/3 N12 HEATER 5KW a_ 2i ZD �W U ~ z Q w w �75 Lu � O w of 115/3 J TM Ir w Q W O O w of 15/3 N12 HEATER 3KW ' 115/3 ' 115/3 j TM j TM P21 P23 I I I CONTROL 15/3 PANEL N12 E - - P22 30/3 - N7 I I I CRANE I ODOR I I CONTROL SYSTEM #6 N I I 11513 J TM P33 I 1513 EMERGENCY STORAGE TM PUMP MOTOR STARTER I I P34 POWER JUNCTION BOX, � "PJ B" - P39 B a_ U � z w W (' [if of w O 7 w cn SIN[�� SERVICE ENTRANCE nicnQNNECT FCH GIRD BUS #4 MIN. Ej.,_�_LIGHTING TRANSFORMER 40 #3/0 MIN. � #3/0 MIN. BUILDING REBAR WATER PIPE MAT do UFER M CONNECTION PUMP MOTOR, TYP GROUNDING NO SCALE SIGNED. 0610212023 Clin w w O Q 0 0 W Z Lu U� Z 0 Cfi a 2� oW �0 LL. of am m 0l c.� 0 CV O U LL w (n o Z cn 0 Of O C/) a w _ Q > W W W U G_ Ci Z 0 0 M m O N a' N o O N N a CV LC) 0 T Lu co ::D U) 0 0 LLI � O M a (V N 0 o cf) o m � Y W � z W W cr 'I m z O F= a U co 0 uj 0 o�z SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E002 94 123 K- y�_ LO;tP.c�E \ ° < ° < ;I ° ° ° PROPOSED MULTI -USE FACILITY i" CONC ST E e, P25 r FTj m F I 0 P24 P5 C5 C7 FXT/T//7I7/T/T/�T/I7� PORT OFFICE A \ _ T — T BUILDING II ° < REMOVE CONDUCTORS FROM _ EXISTING PUMP STATION CONDUITS. ABANDON CONDUITS IN PLACE. C3 2" CON SS — va" PROPOSED VALVE a VAULT / oos I V / A4 \ II IRR IRR E: 11 Elm �Z/f/Z/� 47, SINCLAIR INLET T • • ' P LAUNDRY �T•��/ BUILDING 18" DI SSFM 1 CONC — — — 12" CONC SS — — 18' D' S,$M CQNC SS — — 1 — 12" CO �12"rn / ►i IU 18" DI SSFM , P \ . 6" PROPOSED _ EMERGENCY �o P ■. STORAGE STRUCTURE \ EP: +00.00 • • • • N: 2 33203.77 CONCRETE E: 1194718.43 IVE THRU \ G r- KITSAP BP: 0+00.00 co m(Cc) BANK \ So ® \ / N.203166.89 54 I D C) — — — — / E: 1194636.13 A I I I c Ss 1 w I I C4q PROPOSED ELECTRICAL SITE PLAN 1"=20' RESTR� / BUILDING M I ` \ I - \-� PROPOSED STANDBY \� \\ GENERATOR 0 / A ELECTRICAL NOTES 1. EXISTING TRANSFORMER TO BE REMOVED AND REPLACED BY PUGET SOUND ENERGY. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL PAD -MOUNT TRANSFORMER ON EXISTING VAULT. PUGET SOUND ENERGY SHALL TERMINATE CONDUCTORS ON BOTH PRIMARY AND SECONDARY SIDE OF TRANSFORMER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NOT PERFORMED BY PUGET SOUND ENERGY. XX 2. SEE DWG NO. E021 AND E022 FOR CONDUIT AND CONDUCTOR SCHEDULE. A# 3. SEE DWG NO. E023 FOR LIGHTING FIXTURE SCHEDULE �'r�_� f wAsxr�' 1-1 571 89;/ 01ST SIGNAL SIGNED. 0610212023 J V W J W LL W u- o m 0 0 co 0 U Ly V o Z a_ a 0 O (n a w W w W U i f1r (D li Z_ 0 M O M CV m O OLLJ O Ch LA 0 a V U U) - W o Q O M 0 0 o U o m � � Y W zW a W � SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E003 95 123 VERIFY STUB -UP LOCATION WITH ODOR CONTROL SYSTEM MANUFACTURER AND ADJUST AS NECESSARY WET WELL ACCESS HATCH AIR QUALITY MONITOR ALARM PANEL, SEE DWG NO. E018 FOR DETAIL JUNCTION BOX ENCLOSURE CONTAINING "PJB" AND "ICJB". SEE DWG NO. E019 FOR DETAILS. C23 C8 � i DRY WELL —O 1 "RTU" ENTRANCE"RT " P39 UNCLASSIFIED AREA I n36 I T,_�C39 C40 C41 J8 J9 "RTU" _ I � c37 O C14 ,�8 J6 J7 ODOR CONTROL SYSTEM CONTROLPANEL RTU Amom- "RTU" ODOR CONTROL SYSTEM I L— — — -_ 1 —1 ODOR CONTROL ROOM O CLASS 1 DIV 2 AREA (3' RADIUS P33 100- "RTU" AROUND LEAKAGE SOURCES) C48 C13 C47 VENTILATION CONTROL C16 I PANEL, "VCP" �O J17 "RTU" O I � I D "RTU" 3' CLASS 1 DIV 2 RADIUS AROUND LEAKAGE SOURCES TROL SYSTEM INECT SWITCH WET WELL LASS 1 DIV 1 AREA UNCLASSIFIED AREA DRY WELL INTAKE VENT 3 RESTROOM UNCLASSIFIED AREA K2 MINI SPLIT OUTDOOR UNIT 2 C17 "RTU" EMERGENCY DIESEL -DRIVEN PUMP VERIFY STUB -UP LOCATION WITH EMERGENCY PUMP MANUFACTURER AND ADJUST AS NECESSARY C49 CENTERLINE OF �49 CONDUIT <P17 4, T, NG PANEL, 1 "L", INSTALLED O P24 P25 �� L RTU BELOW LIGHTING TRANSFORMER. P21 P32 J15 0 "RTU" EMERGENCY PUMP ROOM UNCLASSIFIED AREA .__ 0 I J Q — ©� - OII IIIII P 1—P0 4—b �?OLO P4 J1 1 mo 0J16 P38 P16 P23 P9 RTU" 2 EMERGENCY STORAGE �-�C"RTU" MP MOTOR STARTER 2 "DP" ELECTRICAL R6 "RTU" UNCLASSIFIED AREA 10 ..RTU" "DP"�2 O CJ3�5 P14 P48 C4 0 C1 C5 J3 �L��Ib <P15 Millill-- P22 —P1C3� DP" DP" C2 P12o—DRY WELL � � _� 3�-1 aOo� UNCLASSIFIED AREA 0 C34 2 P11(C33)? MINI SPLIT OUTDOOR UNIT 1 J13 412 P::::::, D ' ' "VFD2" MINI SPLIT INDOOR UNIT 1 DRY WELL ACCESS HATCH P2 I UTILITY METER Po 1 1 PUMP STATION BUILDING GROUND FLOOR POWER DISTRIBUTION AND SIGNAL PLAN 3/8" = 1'-0" SIGNED. 0610212023 c/) Z J KNOCKOUT WALL, TYP. DO w Q NOT INSTALL EQUIPMENT IN Z OR ON THESE SECTIONS OF W WALL. � O cn LIGHTING TRANSFORMER, INSTALLED ABOVE LIGHTING Z PANEL. BOTTOM OF O TRANSFORMER SHALL BE Z 6'-6" ABOVE FLOOR. 0 Z DISTRIBUTION PANEL, "DP" O � � Z AUTOMATIC TRANSFER cn Q SWITCH, "ATS" a MAIN SERVICE DISCONNECT O SWITCH `J-I c7 (n V Z TELEMETRY ANTENNA MAST. P8j SEE DETAIL ON DWG NO. E019. MINI SPLIT INDOOR W UNIT 2, MOUNTED ABOVE DOOR �� 0 TELEMETRY PANEL, "RTU" oW GENERATOR DOCKING STATION D 2 Or C18 C22 C19 C30P7 C20 J18 MANUAL TRANSFER SWITCH P�) GENERATOR DISCONNECT SWITCH I 1 1 I\- "VFD1" P3 ELECTRICAL EQUIPMENT 303 PAD, TYP. s7o3 CURRENT TRANSFORMER ELECTRICAL NOTES 1. SEE ELECTRICAL SITE PLAN DWG NO. E003 FOR CONTINUATION. 2. SEE POWER DISTRIBUTION AND SIGNAL PLAN 2 DWG NO. E005 FOR CONTINUATION. 3. SEE POWER DISTRIBUTION AND SIGNAL PLAN 3 DWG NO. E006 FOR CONTINUATION. 4� 4. FIRE ALARM CONTROL PANEL FOR CONTRACTOR -DESIGNED BUILDING FIRE ALARM SYSTEM. CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND INSTALLING A FULLY -FUNCTIONAL FIRE ALARM AND MONITORING SYSTEM IN COMPLIANCE WITH ALL LOCAL FIRE CODES. FIRE ALARM MONITORING SYSTEM SHALL UTILIZE WIRELESS COMMUNICATIONS BY CINTAS CORPORATION. 5. CONTRACTOR SHALL PROVIDE AND INSTALL SEAL -OFFS AS REQUIRED BY THE N.E.C. BETWEEN CLASSIFIED AREAS AND UNCLASSIFIED AREAS. ALL EQUIPMENT IN CLASSIFIED AREAS SHALL BE PROVIDED, RATED, AND INSTALLED AS REQUIRED BY THE N.E.C. XX 6. SEE DWG NO. E021 AND E022 FOR CONDUIT AND CONDUCTOR SCHEDULE. OX 7. SEE DWG NO. E023 FOR ELECTRICAL EQUIPMENT SCHEDULE. !am =r c.� 0 0 U w cf) o Z a_ 0 Of O C/) w _ Q > W W W U G_ (i z 0 0 M m N o O � N � N L( 0 T W U) u) 0 0 O M a N N 0 o C/) o m � Y W 0Lu W cr W s W CC 'I m z 0 F= a U co 0 uj 0 o�z SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E004 96 123 ROUTE ALL PUMP CONDUIT ALONG FLOOR AND UP WALL TOWARDS ELECTRICAL ROOM, TYP. WET WELL CLASS 1 DIV 1 AREA PROVIDE PLASTIC BUSHING AT END OF CONDUIT TO PROTECT CABLES, TYP. DRY WELL INTAKE VENT J7 i WET WELL ACCESS HATCH DRY WELL UNCLASSIFIED AREA MOTORIZED LOUVER, "L110" fop� I F— DRY WELL ACCESS HATCH WET WELL AND DRY WELL POWER DISTRIBUTION AND SIGNAL PLAN 3/8" = 1'-0" N4X HOA QC33o �— — 4 uui, mivi moue iw4clu I INSTALLATION LOCATION WITH CRANE MANUFACTURER AND RELOCATE AS NECESSAR' ELECTRICAL NOTES 1. SEE POWER DISTRIBUTION AND SIGNAL PLAN 1 DWG NO. E004 FOR CONTINUATION. 2. SEE ELECTRICAL HVAC PLAN, DWG NO. E007, FOR CONTINUATION 3. CONTRACTOR SHALL PROVIDE AND INSTALL SEAL -OFFS AS REQUIRED BY THE N.E.C. BETWEEN CLASSIFIED AREAS AND UNCLASSIFIED AREAS. ALL EQUIPMENT IN CLASSIFIED AREAS SHALL BE PROVIDED, RATED, AND INSTALLED AS REQUIRED BY THE N.E.C. CX 4. SEE DWG NO. E021 AND E022 FOR CONDUIT AND CONDUCTOR SCHEDULE. OX 5. SEE DWG NO. E023 FOR ELECTRICAL EQUIPMENT SCHEDULE. SIGNED. 0610212023 cn W J Z W cn V� p Z C) Z a � Z OH O N Z cn D J 0 � H � ,—, cn VZ p W a 0 _ oW a �0 a of amm0 ClS 0 0 c� 0 0 U w w cf) o Z a_ 0 Of O C/) a w _ Q � W W W/� U G_ CC (i Z_ 0 M m N o O � N a N L( 0 T W U) 0 0 LLI O M a N N O C9 0 (/) O m � Y W � z W Z W cr 'I m z 0 F= a U co 0 uj o�z SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E005 97 123 VALVE VAULT SUMP PUMP 1 DEDICATED EXPLOSION -PROOF RECEPTACLE J11 VALVE VAULT CONTROL JUNCTION BOX �CT25 b 7P3� VALVE VAULT POWER JUNCTION BOX SEE ELECTRICAL HVAC PLAN, DWG NO. E007, FOR CONTINUATION EMERGE"'na CTnnAnC nl Innn EMERGE ACC EMERGE STOR LANDII C29 SUMP PUMP 1 CC27 C26 _ VALVE VAULT ACCESS VALVE VAULT ACCESS HATCH 1 HATCH 2 I CLASS 1 DIV 2 AREA I I — — — — I C28 1#0 VALVE VAULT POWER DISTRIBUTION AND SIGNAL PLAN 3/8" = 1'-0" DRY WELL FAN, "F401" AIR QUALITY MONITOR ALARM PANEL, SEE DWG NO DRY WELL EXHAUST VENT E018 FOR DETAIL Loi � J9 �C40 J8 C4� C24 C21 EMERGENCY STORAGE )IV 1 AREA U IJ 21 VALVE VAULT ACCESS HATCH 3 SUMP PUMP 2 VALVE VAULT SUMP PUMP 2 EXPLOSION -PROOF DEDICATED RECEPTACLE ALTERNATIVE STAIRWAY ACCESS HATCH TO DRY WELL S 'oy WAS �43' 5iiva ��CIST' i �SPONAL U SIGNED. 0610212023 Z J w Q Z a O cn Va p Z O~ Q �z Z o M M J O a cn VZ p W o a 0 oW a �0. EMERGENCY STORAGE Lu ACCESS HATCH 1 )E PLASTIC BUSHING ) OF CONDUIT TO :CT CABLES, TYP. EMERGENCY STORAGE _/ LANDING 1 EMERGENCY STORAGE POWER DISTRIBUTION AND SIGNAL PLAN 1 /4" = 1'-0" C39 ELECTRICAL NOTES 1. SEE POWER DISTRIBUTION AND SIGNAL PLAN 1 DWG NO. E004 FOR CONTINUATION. 2. CONTRACTOR SHALL PROVIDE AND INSTALL SEAL -OFFS AS REQUIRED BY THE N.E.C. BETWEEN CLASSIFIED AREAS AND UNCLASSIFIED AREAS. ALL EQUIPMENT IN CLASSIFIED AREAS SHALL BE PROVIDED, RATED, AND INSTALLED AS REQUIRED BY THE N.E.C. X 3. SEE DWG NO. E021 AND E022 FOR CONDUIT AND CONDUCTOR SCHEDULE. OX 4. SEE DWG NO. E023 FOR ELECTRICAL EQUIPMENT SCHEDULE. am =r c� 0 0 U LL J W '^ V / Z 0 o cn a w Q > W W W U li z 0 0 M m cli N N o O N cq N L 0 W cn cn co - o Q O co tQi� a N (V 0 o U o m � � Y W Lu ? W O W 'I m o�z SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E006 98 123 ODOR CONTROL ROOM FAN, "F301" ODOR CONTROL ROOM MOTORIZED LOUVER, 1102" T CLASS 1 DIV 2 RADIUS AROUND LEAKAGE SOURCES WET WELL ACCESS HATCH DRY WELL ENTRANCE MOTORIZED LOUVER, 1106" JUNCTION BOX ENCLOSURE P44 DRY WELL P" ENTRANCE UNCLASSIFIED AREA RESTROOM UNCLASSIFIED AREA m"'_ M C43 I I Pj=_ J "D P'• oP19 C44 RESTROOM MOTORIZED LOUVER, 1107" r 20 "DP" RESTROOM FAN, 7101" tjP3/- MINI SPLIT OUTDOOR UNIT 2 I o-] 0- EMERGENCY DIESEL -DRIVEN PUMP EMERGENCY PUMP ROOM UNCLASSIFIED AREA "L", INSTALLED U ODOR CONTROL SYSTEM BELOW LIGHTING CONTROLPANEL TRANSFORMER. ODOR CONTROL UNIT 6L _Q_ J E © DA I O ODOR CONTROL EMERGENCY O i� "RTU" ROOM STORAGE PUMP OM MOTOR STARTER C45 M P41 C10 CLASS 1 DIV 2 AREA (3' RADIUS P45 = - AROUND LEAKAGE SOURCES) 1 2 "VCP" — FIRE ALARM PANEL 'Dp" VENTILATION CONTROL ELECTRICAL p ANEL, "VCP" ROOM P43 P42 ,y� = UNCLASSIFIED M M n C42 "VFD3" 114 AREA -0 WET WELL CLASS 1 DIV 1 AREA UNCLASSIFIED AREA F DRY WELL 1 INTAKE VENT DRY WELL UNCLASSIFIED AREA ODOR CONTROL ROOM MOTORIZED LOUVER, 1101" MINI SPLIT OUTDOOR UNIT 1 P27 P28) � C46 MINI SPLIT INDOOR UNIT 1 DRY WELL ACCESS HATCH UTILITY METER PUMP STATION BUILDING GROUND FLOOR ELECTRICAL HVAC PLAN 3/8" = 1'-0" "VFD1" "VFD2" SIGNED. 0610212023 P31 C/) KNOCKOUT WALL, TYP. DO NOT INSTALL EQUIPMENT IN w OR ON THESE SECTIONS OF W WALL. O Z a LIGHTING TRANSFORMER, INSTALLED ABOVE LIGHTING a PANEL. BOTTOM OF V TRANSFORMER SHALL BE 6'-6" ABOVE FLOOR. Z a "DP" DISTRIBUTION PANEL, 0 c J AUTOMATIC TRANSFER "ATS" a SWITCH, Al V MAIN SERVICE DISCONNECT Lu SWITCH U Z � J MINI SPLIT INDOOR W UNIT 2, MOUNTED ABOVE DOOR o� TELEMETRY PANEL, "RTU" GENERATOR DOCKING Q R I STATION m 0 2 C53 MANUAL TRANSFER SWITCH GENERATOR DISCONNECT SWITCH CURRENT TRANSFORMER ELECTRICAL NOTES 1. SEE POWER DISTRIBUTION AND SIGNAL PLAN 2 DWG NO. E005 FOR CONTINUATION. 2. SEE POWER DISTRIBUTION AND SIGNAL PLAN 3 DWG NO. E006 FOR CONTINUATION. 3. SEE LIGHTING, RECEPTACLE, AND GROUNDING PLAN 1 DWG NO. E008 FOR FAN AND LOUVER WIRING. 4. CONTRACTOR SHALL PROVIDE AND INSTALL SEAL -OFFS AS REQUIRED BY THE N.E.C. BETWEEN CLASSIFIED AREAS AND UNCLASSIFIED AREAS. ALL EQUIPMENT IN CLASSIFIED AREAS SHALL BE PROVIDED, RATED, AND INSTALLED AS REQUIRED BY THE N.E.C. XX 5. SEE DWG NO. E021 AND E022 FOR CONDUIT AND CONDUCTOR SCHEDULE. OX 6. SEE DWG NO. E023 FOR ELECTRICAL EQUIPMENT SCHEDULE. am =r c� 0 0 U w w cn Z 0 O cn a w _ Q � W W W U ti CC (7 li z 0 0 M m co CD a' N o O V N 11 N �f7 0 T W co 0 0 O M a N N O <3 0 cf) O m � Y W z W ul W � Iml Im SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E007 99 123 LIGHTING CIRCUIT CONTINUES DOWN TO DRY WELL. SEE DWG NO. E009 FOR CONTINUATION. (1) LIGHT MOUNTED TO WALL EVERY 10' DOWN SPIRAL STAIRCASE FOR TOTAL OF (3) 18 A2 A2 GFI ((-1)WP RESTROOM MOTORIZED LOUVER,1107" 7' ' 8, M RESTROOM FAN, 7101" JUNCTION BOX ENCLOSURE 7 I 8 l 16 —0 Al MINI SPLIT OUTDOOR UNIT 2 i I o DRY WELL 11REUTROOM F_ A6 ENTRANCE 111 UNCLASSIFIED M AREA UNCLASSIFIED AREA ��J A2 GFI A3 GFI 15 6 1 19 I L�WP 6 ......................... Al L 3 G Al y77 � ��4�� —� A- Al Al Al EMERGENCY DIESEL -DRIVEN PUMP I GFI 15 I / 701 GFI 18� WP 3 G 7 LIGHTING CIRCUIT CONTINUES DOWN TO WET WELL. SEE DWG NO. E009 FOR CONTINUATION. S CLASS 1 DIV 2 RADIUS AROUND LEAKAGE SOURCES WET WELL ACCESS HATCH G Al� G EMERGENCY PUMP ROOM 0 T] ��l I_- � =1 __ L UNCLASSIFIED AREA Al Al Al Al 4 Ll 0 —0 ON LIGHTING TRANSFORMER, 15 PANEL, DISTRIBUTION TI INSTALLED ABOVE LIGHTING PANEL 5 KNOCKOUT WALL, TYP. DO NOT INSTALL EQUIPMENT IN OR ON THESE SECTIONS OF WALL. GFI 6 I MAIN SERVICE DISCONNECT G G G— G— C G c I SWITCH ODOR CONTROL UNIT r GFI MINI SPLIT INDOOR ;LASS 1 DIV 2 AREA (3' RADIUS 0 ��L�� 1+ 19 UNIT 2 MOUNTED LIGHTING PANEL, GFI WP ABOVE DOOR 4ROUND LEAKAGE SOURCES) 14 A7 Al Al "L", INSTALLED BELOW LIGHTING Al OTRANSFORMER. 1 ODOR CONTROL i 14 ROOM - GFI 4 / -� I -Own"L" \ GFI UWP 18 UNCLASSIFIED AREA / F WET WELL DRY WELL CLASS 1 DIV 1 AREA INTAKE VENT Al „L„ I TFI ELECTRICAL 14 I ROOM UNCLASSIFIED AREA "VFD3" DRY WELL UNCLASSIFIED AREA MINI SPLIT OUTDOOR UNI "VFD2" MINI SPLIT INDOOR UNIT 1 DRY WELL ACCESS HATCH PUMP STATION BUILDING GROUND FLOOR LIGHTING, RECEPTACLE, AND GROUNDING PLAN UTILITY METER Al A3 I I I I I A2i 0 AUTOMATIC TRANSFER SWITCH, "ATS" � TELEMETRY PANEL, "RTU" GENERATOR DOCKING STATION O MANUAL TRANSFER H SWITCH J "VFD1" GENERATOR DISCONNECT SWITCH CURRENT TRANSFORMER ELECTRICAL NOTES 1. SINGLE GANG BOX AND SWITCH RECESSED IN WALL. 2� 2. DOUBLE GANG BOX AND SWITCHES RECESSED IN WALL. 3. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E018 FOR DETAIL. LOCATE GROUND RODS 2' MINIMUM FROM BUILDING FOUNDATION. 4. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG NO. E018 FOR ADDITIONAL DETAIL. 5. BOND GROUND SYSTEM TO WATER PIPING. 6. GROUNDING CONTINUES DOWN TO DRY WELL. SEE DWG NO. E009 FOR CONTINUATION. 7� 7. EXPLOSION PROOF DOUBLE GANG BOX SURFACE MOUNTED ON WALL. A# 8. SEE DWG NO. E023 FOR LIGHTING FIXTURE SCHEDULE. OX 9. SEE DWG NO. E023 FOR ELECTRICAL EQUIPMENT SCHEDULE. 10. PROVIDE AND INSTALL LABELS FOR ALL LIGHT SWITCHES. LABELS SHALL INDICATE THE DEVICE CONTROLLED BY THE SWITCH. 11. LOCATE ALL LIGHT FIXTURES, SWITCHES, AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. 12. CONTRACTOR SHALL PROVIDE AND INSTALL SEAL -OFFS AS REQUIRED BY THE N.E.C. BETWEEN CLASSIFIED AREAS AND UNCLASSIFIED AREAS. ALL EQUIPMENT IN CLASSIFIED AREAS SHALL BE PROVIDED, RATED, AND INSTALLED AS REQUIRED BY THE N.E.C. SIGNED. 0610212023 0 Z Q T W Z Ja V J as W U Z- Wo cc Z 00 Z cc 0 J o m c� p 0 U Lu w (n o Z a_ 0 o Of C/) a W w Q _ > W W li z 0 p M N m 0 z N o LC) p 0 R T co W p U w o 0 0 M (V N O 0 CDcoiii 0 p Cn � Y W z W W u 0- o z SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E008 100 123 (1) LIGHT MOUNTED TO WALL EVERY 10' UP SPIRAL STAIRCASE FOR TOTAL OF (3) A6 a�� 3 GFI f�17 WET WELL CLASS 1 DIV 1 AREA LIGHTING CIRCUIT CONTINUES UP TO MULTI -USE FLOOR. SEE DWG NO. E008 FOR CONTINUATION. 0 Im 10 PUMP 1 O i 0 tx i 7 PUMP 2 i i p 0°' i i 0 i GFI 17 A7 A DRY WELL UNCLASSIFIED AREA LIGHTING CIRCUIT CONTINUES UP DRY WELL TO MULTI -USE FLOOR. SEE DWG INTAKE VENT NO. E008 FOR CONTINUATION. 22 °p° INSTALL SEAL OFF PRIOR TO CONDUIT EXITING WET WELL X6f= IA6 23 WET WELL ACCESS HATCH L L" DRY WELL SUMP PUMP 22 DEDICATED RECEPTACLE, TYP. OF 2 ALTERNATIVE STAIRWAY SUMP PUMP I_ ALTERNATIVE STAIRWAY 1124 SUMP PUMP DEDICATED RECEPTACLE G GFI GROUNDING CONTINUES UP 17 TO MULTI -USE FLOOR. SEE DWG NO. E008 FOR CONTINUATION. G PUMP 3 rNApp ,IZniry DRY WELL ACCESS HATCH WET WELL, DRY WELL, AND EMERGENCY STORAGE LIGHTING, RECEPTACLE, AND GROUNDING PLAN 1 /4" = 1'-0" DRY WELL EXHAUST VENT EMERGENCY STORAGE CLASS 1 DIV 1 AREA EMERGENCY STORAGE ACCESS HATCH 2 ALTERNATIVE STAIRWAY Z_ ACCESS HATCH TO DRY WELL - I13(WAA 7 0 EMERGENCY STORAGE ACCESS HATCH 1 EMERGENCY STORAGE LANDING 1 ELECTRICAL NOTES 1. SINGLE GANG BOX AND SWITCH RECESSED IN WALL. 2� 2. SINGLE GANG BOX AND SWITCH SURFACE MOUNTED ON WALL 3. DOUBLE GANG BOX AND SWITCHES SURFACE MOUNTED ON WALL. 4. BOND GROUND SYSTEM TO MOTOR CASING. A# 5. SEE DWG NO. E023 FOR LIGHTING FIXTURE SCHEDULE. OX 6. SEE DWG NO. E023 FOR ELECTRICAL EQUIPMENT SCHEDULE. 7. PROVIDE AND INSTALL LABELS FOR ALL LIGHT SWITCHES. LABELS SHALL INDICATE THE DEVICE CONTROLLED BY THE SWITCH. 8. LOCATE ALL LIGHT FIXTURES, SWITCHES, AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. 9. CONTRACTOR SHALL PROVIDE AND INSTALL SEAL -OFFS AS REQUIRED BY THE N.E.C. BETWEEN CLASSIFIED AREAS AND UNCLASSIFIED AREAS. ALL EQUIPMENT IN CLASSIFIED AREAS SHALL BE PROVIDED, RATED, AND INSTALLED AS REQUIRED BY THE N.E.C. SIGNED. 0610212023 cill W Q �Q Z �0 a V� �N W Jz oz La �Q aJ O� w� p� V z W O cc z V� Z� �i F_ 0 J o� a z 0 co 0 U w J W 0 U) a Of o a w Q W W J J U � a of a 2i 0 C� Z_ 0 co a 0 W U) SQ c(J (V N 0 0 'I m FW- 0 o�z SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E009 101 123 �F wn� S � . xr� aCy 57189 �EGISTtIR s"-tONAL SIGNED. 0610212023 I I I I CONTRACTOR TO INSTALL PHOTOCELL TO EXTERIOR GENERATOR LOAD CENTER, "G" OF ENCLOSURE. PC �P36 �P35 P24 Z I � W Z H A CONTRACTOR TO w J INSTALL SINGLE GANG BOX AND ,P37 O a SWITCH TO INTERIOR OF V J P37 ENCLOSURE. �j Q � ~ V GENERATOR 0 APPROXIMATE STUB UP O LOCATION, CONTRACTOR TO O V FUEL FILL PORT CONFIRM LOCATION WITH w THIS END MANUFACTURER AND ADJUST j AS NECESSARY w O H VZ Q w P24 P5 � z — — — � w C5 C7 A5 A5 W QQ o m an 0 z 0 c� 0 N U Lu w (n o z GENERATOR ELECTRICAL PLAN o 2i �w y" wW CC c� z 0 0 co m CDN �' N z N O 0 � N U7 0 R T W c6 � U -5 w cn Lu 0 0 O c7 a N N O Q C9 0 Cf) O m � Y w � z W o z W z W SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E010 102V123 ELECTRICAL NOTES 1. SEE ELECTRICAL SITE PLAN DWG N0. E003 FOR CONTINUATION. 'XX1 2. SEE DWG N0. E021 AND E022 FOR CONDUIT AND CONDUCTOR SCHEDULE. A# 3. SEE DWG N0. E023 FOR LIGHTING FIXTURE SCHEDULE. NEMA 12 ENCLOSURE, 8"2 25" DEEP 5'-6" MAX. NAMEPLATE THE6y of .ASgj�cS�� PUMP X VFD �� c y� CONTROLPANEL 57189 AEGISTSVL SSIONAL�1 VFD PANEL SIGNED. 0610212023 DISCONNECT SWITCH VFD KEYPAD MODULE. INSTALL CENTERLINE OF SCREEN 5-0" ABOVE EMERGENCY FINISHED FLOOR. STOP PUSHBUTTON 0 C/) EMERGENCY STOP LIGHT VFD FAULT LIGHT w w 00 0- PUMP STOPPED PUMP RUNNING LIGHT LIGHT O 0 PUMP ENABLED O Z LIGHT PAD -LOCKABLE HANDLE MOTOR OVERTEMP MOTOR OVERTEMP 0 8' MAX. RESET PUSHBUTTON LIGHT W 0- 0 o LL WARNING LABEL U WARNING 480 VAC KEEP OUT OW w S w cc INSTALL VFD FANS AND VENTS ON FRONT OF ENCLOSURE PER MANUFACTURER REQUIREMENTS 0 z m 0 c� 0 ti O U w w (n 0 Z cn O a a O (_n a w `z-z' w W z 0 0 M m O N N z "' O 0 N f7 0 R T W co U w cn Lu 303 PROPOSED CONCRETE 0 0 5703 EQUIPMENT PAD M c- (V W O Q C9 0 cf) O m � � Y w � z w O C7 S z z w w � PUMP VFD CONTROL PANEL, TYR SCALE: SHOWN NOT TO SCALE oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E011 103 123 p,TTHE6y V-8" MAX. NEMA TYPE 12 ENCLOSURE, �� of WASll& �y 12" DEEP A� ti� wy 57189 SECISTY, SSIONAL �1 EMERGENCY STORAGE PUMP SIGNED. 0610212023 MOTOR STARTER NAMEPLATE MOTOR STARTER DISCONNECT SWITCH K:Z EMERGENCY STOP PUSHBUTTON HAND -OFF -AUTO C/) SWITCH I--� kir EMERGENCY PUMP FAULT LIGHT w O STOP LIGHT � O w 00 0- PUMP STOPPED PUMP RUNNING a LIGHT LIGHT V� �C/) PUMP ENABLED O Z Q LIGHT PUMP SEAL FAIL LIGHT 0 w uJ PUMP OVERTEMP PUMP OVERTEMP PAD -LOCKABLE HANDLE 0 Q o RESET PUSHBUTTON LIGHT 00 3'-6" MAX O U �� VH V Z Z Cn w WARNING LABEL WARNING VAC wKEEP OUT �',� a oW w W W cc LL o 0 z m 0 0 ti 0 U w w (n o Z cn O a a O (n a w _ W w W z 0 0 co m N z N O 0 � N f7 0 R T W EE co U U) w cn Lu o ¢o O c7 a N N O Q EMERGENCY STORAGE PUMP PANEL LAYOUT m iii � Y NO SCALE W z W o s z z w w cr SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E012 104 123 480V, 3 PHASE CB 4 P P HARMONIC FILTER CAPACITOR SECTION I CAP CO. N , I _ HARMONIC FILTER I REACTOR SECTION CAP CON VARIABLE FREQUENCY DRIVE I LOAD REACTORS VARIABLE FREQUENCY DRIVE EQUIPMENT, SEE SPECIFICATIONS 1FU 2FU 3FU 480 VAC TO 120 VAC, 10, CPT CR 1 FAN COOLING FANS TS-1 AS REQUIRED MOTOR OVERTEMP ALARM RESET EMERGENCY STOP CR 1 CR L3 dI MOTOR TEMPERATURE SWITCH CR 4 CR 5 0-5 MIN. SET @ 30 SEC. 47R)__c 1 II TR 1 ENABLED VFD — L� ENABLED VFD RUN VFD COMMON RUN OFF VFD FAULT COMMON HAND AUTO CR 5 PUMP VFD FROM RTU CALL FAULT REMOTE VFD START ------�--- TR HL1 CR SEL1 (FROM RTU) (FROM RTU) CR 5 o- -E BACKUP PUMP CALL CAP --- L--SWITCHING � r CR SEL2 NG (FROM RTU) TR PC1 FROM RTU) I OUTPUT o- AC DIG IN COMMON PUMP IN HAND r - - - - - - - - - - - - - - - - - - - - - - - - SPEED I _____________--- _- �� INPUT RTD - - - - - - - - - - - - - - - - - - - D--Q �� ' OUTPDUT (TYP I r----------------------------J �� OF2) - I I I------------------------------------� �� VARIABLE I I I I I ---------------------------------- �� FREQUENCY DRIVE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CR 1 CR 2 CR 4 I I I I I I I I I I I I I I I I I I I I I I I I T 7— — — PUMP IN PUMP IN 4-20mA 4-20mA PUMP RUN PUMP FAULT MOTOR HAND AUTO SPEED SPEED OVERTEMPERATURE CONTROL FEEDBACK DIAGRAM 1: HIGH FLOW PUMP 1 CONTROL LOGIC NO SCALE G LOST OF POWER RESTART "PUMP STOPPED" CAPACITOR CONTACTOR CALL CR 4 CR "MOTOR OVERTEMP 5 ALARM RESET" R "MOTOR OVERTEMP" CR 1 CR 2 3R MO OF 57189 �+ GISTS SIGNED. 0610212023 0 V "EMERGENCY STOP" "PUMP RUNNING" "VFD FAULT" I o ON DOOR m 0 HMI ETHERNET I o WIRING TO RTU o L,1cn Lu OR BEARING RTD, I a_ 0 TYP. OF 2 I a � g > W W LV c cD z I o "PUMP ENABLED" j o 00 N o O N LL— C14 L6 o Lu I � I W L 0 I _ co I o RTU U) z W c� S W � 'I m ofz SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E013 105 123 480V, 3 PHASE CB 4 P P HARMONIC FILTER CAPACITOR SECTION I CAP CO. N , I _ HARMONIC FILTER I REACTOR SECTION CAP CON VARIABLE FREQUENCY DRIVE I LOAD REACTORS VARIABLE FREQUENCY DRIVE EQUIPMENT, SEE SPECIFICATIONS 1FU 2FU 3FU 480 VAC TO 120 VAC, 10, CPT CR 1 FAN COOLING FANS TS-1 AS REQUIRED MOTOR OVERTEMP ALARM RESET EMERGENCY STOP CR 1 CR L3 dI MOTOR TEMPERATURE SWITCH CR 4 CR 5 0-5 MIN. SET @ 30 SEC. 47R)__c 1 II TR 1 ENABLED VFD — L� ENABLED VFD RUN VFD COMMON RUN OFF VFD FAULT COMMON HAND AUTO CR 5 PUMP VFD FROM RTU CALL FAULT REMOTE VFD START ------�--- TR HL1 CR SEL1 (FROM RTU) (FROM RTU) CR 5 o- BACKUP PUMP CALL CAP - L_--� r CR SEL2 SWITCHING TR PC1 OUTPUT (FROM RTU)o- FROM RTU) I AC DIG IN COMMON PUMP IN HAND r - - - - - - - - - - - - - - - - - - - - - - - - SPEED I _____________--- _- �� INPUT RTD - - - - - - - - - - - - - - - - - - - D--Q �� ' OUTPDUT (TYP I r----------------------------J �� OF2) - � I I I------------------------------------� �� VARIABLE I I I I I ---------------------------------- �� FREQUENCY DRIVE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CR 1 CR 2 CR 4 I I I I I I I I I I I I I I I I I I I I I I I I T 7— — — PUMP IN PUMP IN 4-20mA 4-20mA PUMP RUN PUMP FAULT MOTOR HAND AUTO SPEED SPEED OVERTEMPERATURE CONTROL FEEDBACK DIAGRAM 2: HIGH FLOW PUMP 2 CONTROL LOGIC NO SCALE G LOST OF POWER RESTART "PUMP STOPPED" CAPACITOR CONTACTOR CALL CR 4 CR "MOTOR OVERTEMP 5 ALARM RESET" R "MOTOR OVERTEMP" CR 1 CR 2 3R MO "EMERGENCY STOP" "PUMP RUNNING" "VFD FAULT" OF 57189 �+ GISTS SIGNED. 0610212023 I o ON DOOR m 0 HMI ETHERNET I o WIRING TO RTU o L,1cn Lu OR BEARING RTD, I a_ 0 TYP. OF 2 I a � g > W W LV c cD z I o "PUMP ENABLED" j o 00 N o O N LL— C14 L6 o Lu I � I W L 0 I _ co I o RTU U) z W c� S W � N Q Q 0 V 'I m ofz SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E014 106 123 480V, 3 PHASE CB 4 P P HARMONIC FILTER CAPACITOR SECTION I CAP CO. N , I _ HARMONIC FILTER I REACTOR SECTION CAP CON VARIABLE FREQUENCY DRIVE I LOAD REACTORS EMERGENCY STOP VARIABLE FREQUENCY DRIVE EQUIPMENT, SEE SPECIFICATIONS 1FU 2FU 3FU 480 VAC TO 120 VAC, 10, CPT 0-5 MIN. SET @ 30 SEC. 47R)__c 1 CR 1 FAN COOLING FANS TS-1 AS REQUIRED MOTOR OVERTEMP ALARM RESET i a'a CR 1 LOST OF POWER RESTART "PUMP STOPPED" CR 3 CAPACITOR CON CONTACTOR CALL MOTOR TEMPERATURE SWITCH OFF T zo--7 CR 4 CR 5 ENABLED CR 5 FROM RTU REMOTE VFD START TR HL1 CR SEL1 (FROM RTU) (FROM RTU) CR 5 OF 57189 �+ GISTS SIGNED. 0610212023 CR Z 4 w � M CR "MOTOR OVERTEMP 5 ALARM RESET" V � a "MOTOR R OVERTEMP" Z Q � 0 O � V O �' � O J "EMERGENCY STOP" R VFD ~ 0 ENABLED V Z VFD RUN VFD CR z COMMON RUN 1 VFD I O FAULT COMMON R "PUMP RUNNING" PUMP CALL FAULTVFDR "VFD FAULT" a i T 0 BACKUP PUMP CALL CAP F- - - - - - - L--� SWITCHING TR PC1 CR SEL2 FROM RTU) I OUTPUT (FROM RTU)o- AC DIG IN COMMON PUMP IN HAND r----------------------- SPEED I _____________ __- �� INPUT RTD - I F-------------------�Q �� ' OUTPDUT (TYP I r------------- - - - - - - - - - - - - - - - - �� OF 2) - I I I - - - - - - - - ----------------------------� �� VARIABLE I I I I I------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� FREQUENCY DRIVE I I I I I I I I I I I I I�---------------------------- -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CR 1 CR 2 CR 4 I I I I I I I I I I I I I I I I I I I I I I I I T 7— — — PUMP IN PUMP IN 4-20mA 4-20mA PUMP RUN PUMP FAULT MOTOR HAND AUTO SPEED SPEED OVERTEMPERATURE CONTROL FEEDBACK DIAGRAM 3: HIGH FLOW PUMP 3 CONTROL LOGIC NO SCALE CR 2 u uj cr- 3R I 2i o m ON DOOR o m 0 HMI ETHERNET I o WIRING TO RTU o L,1 Lu 0 MOTOR BEARING RTD, i a_ 0 TYP. OF 2 I a � g > W W LV I C cD z I o "PUMP ENABLED" j M 00 N C No O zo N L 0 a I V I V' w I w � Coll) a I I co RTU U) I � o W zW a w � SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E015 107Ll 480V, 3 PHASE CB MOTOR STARTER EQUIPMENT IN EMERGENCY STORAGE PUMP MOTOR STARTER, SEE SPECIFICATIONS I I I I I I I I CR 1 CR 2 CR 3 CR 4 I I I I I I I I I I I I I I I I I I — b � b b b L] ❑ L7 CJ L] ❑ L] PUMP IN PUMP IN PUMP RUN PUMP FAULT PUMP PUMP SEAL NANfI AIIT(1 (1\/FPTFhAPFPATIIPF FAII DIAGRAM 4: EMERGENCY STORAGE PUMP CONTROL LOGIC NO SCALE )F POWER J L 'ENCY STOP I F 0 "L" 30A CKT Q :ALL RUN RUNNING" FAULT VENTILATION CONTROL PANEL, "VCP". SIZE NEMA 12 ENCLOSURE TO FIT CONTROL EQUIPMENT I ON OFF i FROM RTU FIRE ALARM INHIBIT -D- --] �--0 CR F NORMALLY CLOSED, CR1-1 \20A POWER TO OPEN CR1-2 \20A W CR Y—oT FIRE ALARM INHIBIT F ODOR CONTROL ROOM CR VENTILATION SYSTEM 1 CALL LOUVER ACTUATOR, "L101" EXHAUST FAN, "F301" FAULT" I CR1-3 "ODOR CONTROL ROOM VENTILATION SYSTEM RUNNING" G oo STOPPED" I ON OFF CR F I 0CR DRY WELL VENTILATION 2 SYSTEM CALL I NORMALLY CLOSED, CR2-1 20A POWER TO OPEN LOUVER ACTUATOR, "L106" NORMALLY CLOSED, I OVERTEMP CR2-2 20A POWER TO OPEN LOUVER ACTUATOR, I --0 -- J�`r-- M —� L110„ ' OVERTEMP" SEAL FAIL I 20A CR2-3 _ -0�o- _ _ M —, �l� — — EXHAUST FAN, r F401" SEAL FAIL" CR I.4 G "DRY WELL VENTILATION ENABLED" , SYSTEM RUNNING" � I I J DIAGRAM 5: ODOR CONTROL ROOM AND DRY WELL VENTILATION CONTROL PANEL, "VCP" NO SCALE SIGNED. 0610212023 w O V � Q H Q � 0 O �' � O � J J V Z � F— Z 0 V o` oW �c L W s oca 0 0 c� 0 00 0 U W J W V/ '^ C? Z a_ 0 O cj) Cw Q-> W W W li Z a 0 M04 0 M N m o O o N v 0 a U U' W - o w 0 0 O M a N W 0 o 0 o U 00 � � Y W ? W W O C5 z Z W SCALE: SHOWN Q 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E016 108 123 BACKUP FLOAT CONTROL IN RTU 24V 24N 24V 24N _OW LEVEL FLOAT 3YPASS _OW LEVEL ALARM NET WELL SIGH LEVEL ALARM BACKUP FLOAT CONTROL IN RTU � - 24V - - - - - - 24N 24V 24N _OW LEVEL FLOAT 3YPASS OW LEVEL ALARM NET WELL lIGH LEVEL ALARM DUMP DOWN OFF )ELAY TIMER RELAY )-60 MINUTES, SET N FIELD DUMP DOWN OFF DELAY TIMER RELAY 3-60 MINUTES, SET N FIELD TR HL2 I BACKUP FLOAT LAG PUMP - CALL TIME DELAY PUMP CALL (EMERGENCY STORAGE PUMP) BACKUP LEAD PUMP SELECTION FOR P-1 AND P-2 BACKUP LEAD PUMP SELECTION FOR P-3 CR SEL1 CR SEL2 TR HL1 TR PC1 CR SEL1 CR SEL2 TR HL1 TR PC1 CR SEL1 CR SEL2 TR HL1 TR PC1 I — b bb bb bb b I b bb bb bb b b bb bb bb b PUMP PUMP LEAD PUMP LAG PUMP PUMP PUMP LEAD PUMP LAG PUMP PUMP PUMP LEAD PUMP LAG PUMP SELECT SELECT CALL CALL SELECT SELECT CALL CALL SELECT SELECT CALL CALL (PUMP 1) (PUMP 1) (PUMP 1) (PUMP 1) I (PUMP 2) (PUMP 2) (PUMP 2) (PUMP 2) I I (PUMP 3) (PUMP 3) (PUMP 3) (PUMP 3) - - - - VFD11 - - - - VFD2 - - - - VFD31 DIAGRAM 6: WET WELL BACKUP FLOAT CONTROL LOGIC NO SCALE I EMERGENCY STORAGE PUMP MOTOR STARTER DIAGRAM 7: EMERGENCY STORAGE BACKUP FLOAT CONTROL LOGIC NO SCALE L N 120V ON NUMBER OF FIXTURES L VARY DEPENDING ON HANDSWITCH OFF CIRCUIT. AUTO F—PHOTOCELL-1 PROVIDE ON/OFF/AUTO I TOGGLE SWITCH. PHOTOCELL J WALL -MOUNTED OUTDOOR SHALL CONTROL LIGHTS IN PHOTOCELL AUTO POSITION. DIAGRAM 8: OUTDOOR BUILDING LIGHTING CIRCUIT NO SCALE SIGNED. 0610212023 !mmmr c� 0 00 0 U w J '^ o Z `_ a 0 o cj) a w Q � W W W U i f1r o li Z a 0 M m 04 N N 0 o O N v o U) - o Q O Q� M a (V (V 0 o U o 00 � � Y w 3 ? w <c w � w s w I m I 1n SCALE: SHOWN Dll r 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E017 109 123 CADWELD TYPE RR. 8"2 CADWELD TYPE TA. CADWELD END CABLE CADWELD CABLE TO TO UPPER REBAR - - CABLE TEE CONNECTION. COPPER CONNECTION. CONDUCTOR NATIVE MATERIAL COMPACTED RED ELECTRICAL WARNING REBAR TO 95% PER ASTM D1557 OR AS TAPE CENTERED OVER EACH CONDUIT IN TRENCH (TYP) FINISH SURFACE PER PLAN COPPER GRADE REQUIRED PER PLAN CONDUCTOR i \ \ \ \ NEMA 4X SS �~�� °F ,Ac NAMEPLATE ENCLOSURE, SIZE o...' ' o..'..o....o:...o....o..\\ PROPOSED GROUND , / ... . :..:...:...:...': ,� c� ROD BOX WITH COVER. AS NECESSARY O o•' •' •°•' •°,' •°•' °,' •°•' •°•' •°•' •°• x cn °..' °.-' °..' °..' °.-' °..' °.-' °..' °..' °. / � \/ 57189 �+ �EGISTtlSt SEE SPECIFICATIONS. [�lR QUALITY :°..' z g" .' o.'.'-°:'.''o.'.'-°:'.''o.'.''o.'.'-°:'.''o.'.'-°:'.''°..''°.. 'O•. \ co Q s-10NAL yG GROUND TEE DETAIL GROUND REBAR DETAIL MONITOR >- o :•. •° U s f NO SCALE GO "GO" LIGHT COVER OVER ��6�� i :3,; ° •'• ., ;' ' • \\ • ••s . C9 SIGNED: 06/02/2023 NO SCALE „ 5/8 X8 LONG COPPER HIGHEST CONDUIT y ,,. / SAND BEDDING o• ••° ' GROUND ROD � IN TRENCH .•; ' .•'a• .� MATERIAL PER WSDOT •• •• . •: CADWELD TYPE XA. \ • .,• .• °; .' ; • • 3,1 • •'• SPECIFICATION 9-03.13 CADWELD CABLE TO g_p�� NO GO "NO GO" LIGHT : MINIMUM DEPTH BELOW ` \\: , . •' '• .. • ELECTRICAL CONDUIT NUMBER AND CADWELD TYPE GR CABLE CROSS / \ _ BOTTOM OF DEEPEST SIZE VARY AS PER SITE PLAN. MAINTAIN COPPER CADWELD CABLE TO CONNECTION. CONDUIT INSTALLED IN 12" SPACING BETWEEN TELEMETRY CONDUCTOR GROUND ROD CONNECTION. TRENCH CONDUITS AND OTHER CONDUITS. TYPICAL ELECTRICAL TRENCH DETAIL AIR QUALITY MONITOR NOT TO SCALE 5/8" X 8' COPPER GROUND COPPER CONDUCTOR ALARM PANEL DETAIL ROD. NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL I--� (TYPICAL) NOT TO SCALE BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. Z w GROUND ROD DETAIL w GROUND TEE DETAIL GROUNDING CROSS DETAIL NOT TO SCALE r NO SCALE NO SCALE C V� J Oz Q ~ �o w WET WELL EMERGENCY STORAGE J Q ACCESS HATCH ACCESS HATCH NOTCH PIPE AS NECESSARY NOTCH PIPE AS NECESSARY TO Q TO ALLOW CABLE TO ENTER ALLOW CABLE TO ENTER CONDUIT d CONDUIT OUT OF WET WELL a OUT OF EMERGENCY STORAGE +� ALL RACEWAYS SHALL d• —I ALL RACEWAYS SHALL SLOPE TOWARDS 8° U W SLOPE TOWARDS WET J WELL AT 5 DEGREES. d • EMERGENCY STORAGE d W a I AT 5 DEGREES. a ROOF TRUSSES TYP SO CORD CONNECTOR (TYPICAL). SURFACE PIPE SUPPORT, TYP. C-CHANNEL OFFSET BRACKET. MOUNTED J-BOX. CONTRACTOR TO DESIGN I I o SECURE CONDUIT TO BRACKET. ALL PIPE SUPPORT SYSTEMS • • d a TO ENSURE A RIGID, I , • ° I c=� .' CONDUIT (TYPICAL). CONDUIT SO TYPE CORD. I NON -SAGGING SYSTEM. SEE I I Ao SHALL BE NEATLY AND EQUALLY SEE DWG NO. E023 DWG NO. M701 FOR DETAILS. •• SPACED. CONDUIT SHALL BE FOR LIGHTING SECURE TO WALL AT T O.C. TRANSDUCER d PARALLEL WITH WALLS. FIXTURE SCHEDULE CABLE Lu GRC CONDUIT STRAPPED TO INSTALL LIGHT FIXTURE TO EMERGENCY TRANSDUCER d d TYPICAL WALL -MOUNTED WALL WITH MINIMUM OF (2) POLE USING MANUFACTURERS STORAGE CABLE I ENCLOSURE STAINLESS STEEL PIPE BRACKET AND STAINLESS VENTILATION 2" DIA. SCH 40 PVC PIPE I o m CLAMPS SPACED EQUALLY STEEL HARDWARE POLE e d o d APART. m 2" DIA. SCH 40 PVC PIPE 1.) SIZE AND NUMBER °d SECURE TO WALL WITH OF CONDUIT VARIES. LIQUID LEVEL SWITCH. SET m I STAINLESS STEEL d 2.) THIS DETAIL TYPICAL TO SWITCH WITH 1/2" OF I CLAMPS AT T O.C. I w FOR ALL SURFACE WATER ON FLOOR. d a I d w z MOUNTED CONDUIT. SECURE CONDUIT TO POLE I o Z 0 USING STAINLESS STEEL SUBMERSIBLE LEVEL SUBMERSIBLE LEVEL i 0 cn CLAMPS AT 3 MIN TRANSDUCER d TRANSDUCER d I Q FLOOR (TYP) INTERVALS � u, L z N O N o FLOOD SWITCH DETAIL u a m 0' O z SURFACE MOUNTED CONDUITclIj �° �° c� N O NOT TO SCALEco 2" SEPARATION 2" SEPARATION ` d 3 o U) a U DETAIL d d da �_ co W NOT TO SCALE VENTILATION LIGHT 0 POLE DETAIL 0 45° BEVEL -CUT BOTTOM OF PIPE 45° BEVEL -CUT BOTTOM OF PIPE W ti N W `�' STARTING AT CENTERLINE STARTING AT CENTERLINE CD o co NOT TO SCALE o WET WELL SUBMERSIBLE EMERGENCY STORAGE 0o W Y TRANSDUCER DETAIL SUBMERSIBLE TRANSDUCER zW W � o z NOT TO SCALE DETAIL SCALE: SHOWN NOT TO SCALE oil 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E018 110 123 SECURE TO CONCRETE SLAB WITH 1/2" SST CONCRETE ANCHORS, TYP. EMBED 3" MIN 5-0" MAX. 4'-0" MIN. Je� -a e ea a e a a e d e ed e d ' ^d ed e e a d a° n e a e e n a d< ° n d e e e EXTERIOR JUNCTION BOX ENCLOSURE POWER TERMINAL BLOCKS, TYPICAL AS REQUIRED. POWER JUNCTION BOX, "PJB". SIZE JUNCTION BOX PER NEC BASED ON SITE SPECIFIC CONDUIT AND CONDUCTOR SIZES AND QUANTITIES. NEMA 4X SS ENCLOSURE, 12" DEEP. SECURE TO EXTERIOR PANEL. GROMMETED CABLE FITTING, TYPICAL. SEE DETAIL THIS SHEET. POWER CABLE WITH CONDUCTORS INSIDE OVERALL JACKET (MANUFACTURER CABLE), TYP. ELEVATION DETAIL EXTERIOR JUNCTION BOX FNCLOSURF TO EMERGENCY STORAGE PERMANENT WIRING FROM EMERGENCY STORAGE PUMP MOTOR STARTER (WITH PERMANENT EXPLOSION -PROOF SEAL FITTING) INTRUSION SWITCH FOR TO WET WELL, EMERGENCY STORAGE NEMA 1 SS ENCLOSURE, 20" DEEP. PAD -LOCKABLE HANDLE STUD MOUNTED SS GRATING ON FRONT AND SIDES OF EXTERIOR PANEL ENCLOSURE. INSTRUMENTATION AND CONTROL TERMINAL BLOCKS, TYPICAL AS REQUIRED. INSTRUMENTATION AND CONTROL JUNCTION BOX, "ICJB". SIZE JUNCTION BOX PER NEC BASED ON SITE SPECIFIC CONDUIT AND CONDUCTOR SIZES AND QUANTITIES. NEMA 4X SS ENCLOSURE, 12" DEEP. SECURE TO EXTERIOR PANEL. GROMMETED CABLE FITTING, TYPICAL. SEE DETAIL THIS SHEET. EXTERIOR JUNCTION BOX INTRUSION CABLES FLOAT CABLES RADAR LEVEL TRANSMITTER CABLES PT TRANSDUCER CABLES PERMANENT WIRING FROM "RTU" AND EMEGENCY PUMP (WITH PERMANENT EXPLOSION -PROOF SEAL FITTING) INTERIOR JUNCTION BOX ENCLOSURE ELEVATION DETAIL NOT TO SCALE CABLE, LENG' NECESSARY TO R TERMINAL B TERMINATION BOX ENCLOSURE CABLE FROM WET WELL I CABLE TRANSITION DETAIL WEATHERHEAD, TYP. COAXIAL ANTENNA CABLE, TYP. 5' MIN. 3' MIN. CONDUIT TO "RTU" PER PLAN NOT TO SCALE 1' PROPOSED TERMINAL "' �CK WITHIN JUNCTION KENCLOSURE FIELD WIRE CONNECTIONS CORD GRIP (CGB), SIZE TO CABLE DIAMETER PICAL RADIO ANTENNA, TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS USING MANUFACTURER'S BRACKET. `f CELLULAR ANTENNA, TYP. OF 2. BOTTOM ANTENNA SHALL BE INSTALLED 3' MINIMUM ABOVE THE HIGHEST POINT OF THE ROOF. ALIGN CELL ANTENNAS TOWARDS 1' NEAREST CELL TOWER. MOUNTING BRACKET/GROUND PLANE, TYP. 2" DIAMETER GALVANIZED RIGID CONDUIT ANTENNA MAST BUILDING ROOF "U" CLAMP CONDUIT "T" FITTING, TYP. "U" CLAMP; FASTEN TO WALL AND PROVIDE BLOCKING AS BUILDING WALL REQUIRED #6 BARE COPPER GROUND TO GROUNDING SYSTEM BLOCKING ANTENNA INSTALLATION DETAIL NOT TO SCALE SIGNED. 0610212023 rC//)), 17 5W r --1 W O 04 N o~ a w �o cn O Al V V V Z W '—' J W o� a oW c� 0 0 U w w (n o Z U) 0 O C/) a w _ Q > W W W li Z_ 0 M m O N r' N o O c': N L L T W co 0 0 O co a N N 0 Qo o co o m � Y W z W W � z 0 F= a U co 0 o�z SCALE: SHOWN 0111 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E019 111 r123. 8"2 FLOAT CABLE, TYP. PROVIDE RUBBER GROMMET TO 5 FEET OF LOOPED SLACK �� F WA PROTECT FLOAT CABLE CABLE FOR FUTURE INSULATION ADJUSTMENT. - 57189 CONCRETE'S �EGISTEg�� S'IONAL � ROOF SLAB ATTACH CHANNEL BRACKET SIGNED. 0610212023 TO ROOF SLAB USING (2)%" STAINLESS STEEL BOLTS. 8" %" STAINLESS STEEL ALLTHREAD (TYPICAL). 1" "C" CHANNEL STAINLESS STEEL BRACKET% " THICK (TYPICAL OF 12" 2). CONTRACTOR SHALL WELD THE TWO CHANNEL BRACKETS TOGETHER SPACED 8" APART C/) WITH %" ALLTHREAD. I--� w EMERGENCY STORAGE LOW FLOAT ROOF SLAB EMERGENCY STORAGE HIGH FLOAT TRANSDUCER CABLES Q M SUPPORTED WITH SST HOOKS ON THE UNDERSIDE SECURE TO UNDERSIDE OF ROOF SLAB WITH U cn EMERGENCY STORAGE FLOAT OF ROOF SLAB BETWEEN SST HARDWARE. MOUNT IN A LOCATION J BRACKET AND CONDUIT SUCH THAT THE RADAR LEVEL o �+ MOUNTING DETAIL PENETRATION. TRANSMITTER IS ACCESSIBLE FROM THE Z MAINTENANCE HATCH. NOT TO SCALE O W cn 1 SST UNISTRUT AS NEEDED `J-I TO SUPPORT RADAR LEVEL TRANSMITTER RADAR LEVEL TRANSDUCER WITH U W SUBMERGENCE SHIELD ~ J W FLOAT CABLE, TYP. PROVIDE 5 FEET OF LOOPED SLACK RUBBER GROMMET TO CABLE FOR FUTURE LEVEL TRANSDUCER MOUNTING DETAIL g PROTECT FLOAT CABLE ADJUSTMENT. NOT TO SCALE o INSULATION uj CONCRETE s ROOF SLAB Lu cc ATTACH CHANNEL BRACKET u TO ROOF SLAB USING (2)%" p STAINLESS STEEL BOLTS. 8" an %" STAINLESS STEEL ALLTHREAD (TYPICAL). c� p 1" "C" CHANNEL STAINLESS STEEL BRACKET% "THICK (TYPICAL OF 1811 EMERGENCY PUMP START FLOAT w cn 2). CONTRACTOR SHALL WELD o O THE TWO CHANNEL BRACKETS � _ 0 cn TOGETHER SPACED 8" APART w WITH %" ALLTHREAD. z z W W W CC c� z 0 p co m BACKUP FLOAT CONTROL EMERGENCY PUMP N STOP FLOAT o coCN N o o z PUMP STOP FLOAT M L c� Sri p R T W co = p U BACKUP FLOAT CONTROL o PUMP START FLOAT 0 0 O c'7 a N N WET WELL FLOAT MOUNTING DETAIL p� C CD m� � Y NOT TO SCALE W z w o z W � SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E020 112 123 of WAS S xr� a� 57189 �EGISTt ss'IONAL�ti SIGNED: 06/0212023 C/� w � r Cis �� W V� J O ~ �� O W F-�-1 Z O ��/� cn �, J o� a ~ V� U �i W J W C a1 o� �6 W W cc co u- o m 0 z m 0 c.� 0 _o U w w (n o Z cn a O O (n a w Q _ `z-' w W U � Ci Z_ 0 M N O m O z M N L[7 0 O R T co � W U) U w cn Lu o Lu ¢o O M a N N O Q 0 m (/) C3 O � Y w z z w w O Z w � SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E021 1137123_ POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES CP� UTILITY SERVICE CURRENT TRANSFORMER (2) 4" (3) - #600 MCM, (1) - #600 MCM N CONTROL CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES C� AUTOMATIC TRANSFER SWITCH, "ATS" GENERATOR DOCKING STATION 3/4" (2) - #14, (1) - #14 GIRD �C2 TELEMETRY PANEL, "RTU" VFD ENCLOSURE, "VFD1" 1" (20) - #14, (1) - #14 GRID �C3 TELEMETRY PANEL, "RTU" VFD ENCLOSURE, "VFD2" 1" (20) - #14, (1) - #14 GRID C4 TELEMETRY PANEL, "RTU" VFD ENCLOSURE, "VFD3" 1" (20) - #14, (1) - #14 GRID C5 TELEMETRY PANEL, "RTU" STANDBY GENERATOR 3/4" (10) - #14, (1) - #14 GRID �C6 TELEMETRY PANEL, "RTU" AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (8) - #14, (1) - #14 GRID ,,C7 STANDBY GENERATOR AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (3) - #14, (1) - #14 GRD �C8 TELEMETRY PANEL, "RTU" DRY WELL ENTRANCE INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GIRD �C9 TELEMETRY PANEL, "RTU" BUILDING EXTERIOR NORTH ALARM HORN/LIGHT 3/4" (2) - #14, (1) - #14 GRID �C10 TELEMETRY PANEL, "RTU" ODOR CONTROL ROOM FAN AIR FLOW SWITCH 3/4" (4) - #14, (1) - #14 GRID C11 TELEMETRY PANEL, "RTU" ELECTRICAL ROOM INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GRID ,C12 TELEMETRY PANEL, "RTU" BUILDING EXTERIOR WEST ALARM HORN/LIGHT 3/4" (2) - #14, (1) - #14 GIRD 1� TELEMETRY PANEL, "RTU" ODOR CONTROL ROOM INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GRID ,C14 TELEMETRY PANEL, "RTU" DRY WELL ENTRANCE ALARM HORN/LIGHT 3/4" (2) - #14, (1) - #14 GRID �C15 TELEMETRY PANEL, "RTU" EMERGENCY PUMP ROOM INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GIRD �C16 TELEMETRY PANEL, "RTU" ODOR CONTROL ROOM ALARM HORN/LIGHT 3/4" (2) - #14, (1) - #14 GRID C17 TELEMETRY PANEL, "RTU" EMERGENCY PUMP ROOM FLOOD SWITCH 3/4" (2) - #14, (1) - #14 GRID ,C18 TELEMETRY PANEL, "RTU" DRY WELL ACCESS HATCH INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GRID ,C19 TELEMETRY PANEL, "RTU" DRY WELL ALARM HORN/LIGHT 3/4" (2) - #14, (1) - #14 GIRD C20 TELEMETRY PANEL, "RTU" DRY WELL FLOOD SWITCH 3/4" (2) - #14, (1) - #14 GRID ,,C21 TELEMETRY PANEL, "RTU" ALTERNATIVE STAIRWAY ALARM HORN/LIGHT 3/4" (2) - #14, (1) - #14 GRID �C22 TELEMETRY PANEL, "RTU" DRY WELL AIR QUALITY MONITOR ALARM PANEL 3/4" (4) - #14, (1) - #14 GIRD C23 TELEMETRY PANEL, "RTU" DRY WELL ENTRANCE AIR QUALITY MONITOR ALARM PANEL 3/4" (4) - #14, (1) - #14 GRID C24 TELEMETRY PANEL, "RTU" ALTERNATIVE STAIRWAY AIR QUALITY MONITOR ALARM PANEL 3/4" (4) - #14, (1) - #14 GRID ,C25 TELEMETRY PANEL, "RTU" VALVE VAULT CONTROL JUNCTION BOX 3/4" (8) - #14, (1) - #14 GRID ,C26 VALVE VAULT CONTROL JUNCTION BOX VALVE VAULT ACCESS HATCH 1 INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GIRD �C27 VALVE VAULT CONTROL JUNCTION BOX VALVE VAULT ACCESS HATCH 2 INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GRID ,C28 VALVE VAULT CONTROL JUNCTION BOX VALVE VAULT ACCESS HATCH 3 INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GRID �C29 VALVE VAULT CONTROL JUNCTION BOX VALVE VAULT FLOOD SWITCH 3/4" (2) - #14, (1) - #14 GIRD C30 TELEMETRY PANEL, "RTU" DRAIN VALVE ACTUATOR 3/4" (8) - #14, (1) - #14 GRID C31 TELEMETRY PANEL, "RTU" ALTERNATIVE STAIRWAY INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GRID ,C32 TELEMETRY PANEL, "RTU" ODOR CONTROL SYSTEM CONTROL PANEL 3/4" (8) - #14, (1) - #14 GRID ,C33 VFD ENCLOSURE, "VFD1" PUMP 1 HOA SWITCH 3/4" (12) - #14, (1) - #14 GRID �C34 VFD ENCLOSURE, "VFD2" PUMP 2 HOA SWITCH 3/4" (12) - #14, (1) - #14 GRID ,C35 VFD ENCLOSURE, "VFD3" PUMP 3 HOA SWITCH 3/4" (12) - #14, (1) - #14 GRID �C36 TELEMETRY PANEL, "RTU" INSTRUMENTATION AND CONTROL JUNCTION BOX, "ICJB" 1" (18) - #14, (1) - #14 GRID C37 INSTRUMENTATION AND CONTROL JUNCTION BOX, "ICJB" WET WELL ACCESS HATCH INTRUSION SWITCH 3/4" (1) SO CABLE '�C38 INSTRUMENTATION AND CONTROL JUNCTION BOX, "ICJB" WET WELL FLOATS 2" (4) FLOAT CABLES ,C39 INSTRUMENTATION AND CONTROL JUNCTION BOX, "ICJB" EMERGENCY STORAGE ACCESS HATCH 1 INTRUSION SWITCH 3/4" (1) SO CABLE ,C40 INSTRUMENTATION AND CONTROL JUNCTION BOX, "ICJB" EMERGENCY STORAGE ACCESS HATCH 2 INTRUSION SWITCH 3/4" (1) SO CABLE �C41 INSTRUMENTATION AND CONTROL JUNCTION BOX, "ICJB" EMERGENCY STORAGE FLOATS 1-1/2" (2) FLOAT CABLES �C42 ODOR CONTROL ROOM HEATER ODOR CONTROL ROOM HEATER THERMOSTAT 3/4" (2) - #14, (1) - #14 GRID �C43 EMERGENCY PUMP ROOM HEATER EMERGENCY PUMP ROOM HEATER THERMOSTAT 3/4" (2) - #14, (1) - #14 GIRD C44 BATHROOM HEATER RESTROOM HEATER THERMOSTAT 3/4" (2) - #14, (1) - #14 GRID '�C45 MINI SPLIT INDOOR UNIT 1 MINI SPLIT UNIT 1 CONTROLLER 3/4" MANUFACTURER'S CABLE ,C46 MINI SPLIT INDOOR UNIT 2 MINI SPLIT UNIT 2 CONTROLLER 3/4" MANUFACTURER'S CABLE ,C47 ODOR CONTROL SYSTEM CONTROL PANEL ODOR CONTROL SYSTEM 3/4" (4) - #14, (1) - #14 GIRD �C48 TELEMETRY PANEL, "RTU" EMERGENCY STORAGE PUMP MOTOR STARTER 3/4" (16) - #14, (1) - #14 GRID �C49 INSTRUMENTATION AND CONTROL JUNCTION BOX, "ICJB" EMERGENCY PUMP 3/4" (4) - #14, (1) - #14 GRID FLOAT WIRING �C50 TELEMETRY PANEL, "RTU" EMERGENCY PUMP 3/4" (14) - #14, (1) - #14 GRID �C51 TELEMETRY PANEL, "RTU" VENTILATION CONTROL PANEL, "VCP" 3/4" (2) - #14, (1) - #14 GRID C52 TELEMETRY PANEL, "RTU" FIRE ALARM CONTROL PANEL 3/4" (2) - #14, (1) - #14 GRID ,C53 TELEMETRY PANEL, "RTU" DRY WELL FAN AIR FLOW SWITCH 3/4" (4) - #14, (1) - #14 GRID RH2 , s~ + �� yo, ti SIGNAL w N O U) W V� J C) o z Lu �o = O C� �H U) 0� Q � V VZ V w W J W W � W o m 0 z m 0 0 0 U u1 J W '^ V/ 0 Z a_ a_of''^^ O O d V/ W W W \\ W Z 0 M O M lV O m O N L Ll 0 O a c U� � U W � O Q O co O ¢O � m � � O � Y w � j o O w � SCALE: SHOWN all Ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E022 114 123 INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES J1 - TELEMETRY PANEL, "RTU" VFD ENCLOSURE, "VFD1» 1l, (1) CAT 5E ETHERNET CABLE (2) 2-CONDUCTOR SHIELDED CABLES rJ2� TELEMETRY PANEL, "RTU" VFD ENCLOSURE, "VFD2.. 1„ (1) CAT 5E ETHERNET CABLE (2) 2-CONDUCTOR SHIELDED CABLES � J3� TELEMETRY PANEL, RTU VFD ENCLOSURE, VFD3 1 1 CAT 5E ETHERNET CABLE (2) 2-CONDUCTOR SHIELDED CABLES �J� TELEMETRY PANEL, "RTU" FLOW METER 1-1/2" MANUFACTURER'S FLOW METER CABLES RH2 p,T S~ �F, Saye +i `SIGNAL w M * V� J O ~ 0 �--I O Z O � V O � Q V� ~ �i W J W a � m 0 z 0 c� 0 0 U W W V/ J '^ a w W W cD z 0 0 M M N O O O O N o a W 0 0 - O M n a N W 0 0 m Y w � o 0 w * NUMBER OF LAMPS PER FIXTURE all r 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: �/1231 E023 115 ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE PANEL SCHEDULE L ITEM DESCRIPTION MANUFACTURER MODEL N0. N0. LOCATION: PUMP STATION 208/120 VOLTS 3� 4 WIRE MAIN SERVICE DISCONNECT SWITCH -NEMA 12 ENCLOSURE, L SERVING: PUMP STATION LOADS 125 AMP MAIN HEAVY DUTY BREAKER, SERVICE ENTRANCE RATED, ELECTRONIC OA TRIP, 800 AMP, 480 VOLT, 3� 42 KAIC WITHSTAND, CIRCUIT SIEMENS SHMD6 OR EQUAL CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION BREAKER SWITCH. FLEX HANDLE OPERATOR MOUNTED ON SIDE GENERATOR LOAD CENTER, "G" 4.10 100 1 2 20 0.34 ELECTRICAL ROOM LIGHTS OF ENCLOSURE. - 3P 3 4 20 0.17 ODOR CONTROL ROOM LIGHTS B AUTOMATIC TRANSFER SWITCH -NEMA 1 ENCLOSURE, 800 AMP, TH 480 VOLT, 3�, 3 POLE, 42 KAIC WITHSTAND. SEE SPECIFICATIONS SEE SPECIFICATIONS - 3P 5 20 0.56 EMERGENCY PUMP ROOM LIGHTS & GENERATOR DISCONNECT SWITCH -NEMA 4X SS ENCLOSURE, DRY WELL ENTRANCE LIGHTS 0.16 20 7 8 20 0.20 RESTROOM LIGHT, FAN, AND MOTORIZED LOUVER © HEAVY DUTY BREAKER, ELECTRONIC TRIP, 800 AMP, 480 VOLT, SIEMENS SHMD6 OR EQUAL ALTERNATIVE STAIRWAY LIGHTS 0.17 20 9 10 20 0.62 DRY WELL LIGHTS 3� 42 KAIC WITHSTAND, CIRCUIT BREAKER SWITCH. FLEX HANDLE OPERATOR MOUNTED ON SIDE OF ENCLOSURE. TELEMETRY PANEL, "RTU" 0.50 20 11 12 20 0.17 EXTERIOR LIGHTS 57189 GENERATOR DOCKING STATION - 800 AMP, 2 PARALLEL 400 VENTILATION POLE SITE LIGHT 0.18 20 13 14 20 0.54 ELECTRICAL ROOM/ODOR CONTROL ROOM RECEPTACLES GISTS AMP SERIES 16 CAMLOC CONNECTORS PER PHASE, NEUTRAL, GDS-085W-LM-AI EMERGENCY PUMP ROOM RECEPTACLES 0.54 20 15 16 20 0.18 RESTROOM RECEPTACLE AND GROUND. WITH 2 WIRE START TERMINALS, STAINLESS STEEL TRYSTAR OR EQUAL CONSTRUCTION. DRY WELL RECEPTACLES 0.54 20 17 18 20 0.54 EXTERIOR RECEPTACLES 1 SIGNED. 0610212023 cn O DISTRIBUTION PANEL - 480/277V, 3�, 4W, NEMA 1 ENCLOSURE, SIEMENS TYPE P5 OR EQUAL EXTERIOR RECEPTACLES 2 0.36 20 19 20 20 0.18 VALVE VAULT SUMP PUMP 1 DEDICATED RECEPTACLE 800A MAIN CIRCUIT BREAKER, COPPER BUSSING. VALVE VAULT SUMP PUMP 2 DEDICATED RECEPTACLE 0.18 20 21 22 20 0.18 DRY WELL SUMP PUMP 1 DEDICATED RECEPTACLE LIGHTING TRANSFORMER - 30 KVA DRY TYPE, 480-120/208V, P030KBKF OR DRY WELL SUMP PUMP 2 DEDICATED RECEPTACLE 0.18 20 23 24 20 0.18 ALTERNATIVE STAIRWAY SUMP PUMP DEDICATED RECEPTACLE OF 3�, CONSTRUCTION SHALL CONSIST OF COPPER WINDINGS, HAMMOND EQUAL PROVIDE WITH WALL MOUNT BRACKETS. MINI SPLIT UNIT 1 3.00 30 25 26 30 3.00 MINI SPLIT UNIT 2 © LIGHTING PANEL - 208/120V 3�, 4W, NEMA 1 ENCLOSURE, SIEMENS TYPE P1 OR EQUAL - 2P 27 28 2P - COPPER BUSSING. DRAIN VALVE ACTUATOR 0.50 20 29 30 20 0.18 WET WELL LIGHTS MANUAL TRANSFER SWITCH - 800 AMP, 600 VOLT HEAVY DUTY DOUBLE -THROW NON -FUSIBLE SAFETY SWITCH, NEMA 3R DTNF3675 OR VENTILATION CONTROL PANEL, "VCP" 1.33 30 31 32 20 0.10 FIRE ALARM CONTROL PANEL OH ENCLOSURE. HANDLE UP POSITION SHALL BE FOR PERMANENT SIEMENS EQUAL SPARE - 20 33 34 20 0.10 EMERGENCY PUMP BATTERY CHARGER ON -SITE GENERATOR, HANDLE DOWN POSITION SHALL BE FOR PORTABLE GENERATOR. SPARE - 20 35 36 20 1.50 EMERGENCY PUMP BLOCK HEATER INTRUSION ALARM SWITCH -CONTRACTOR SHALL SELECT HEAVY DUTY TYPE SPARE - 20 37 38 20 - SPARE OI ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARED C, CLASS 9007 OR SPARE - 20 39 40 20 - SPARE CONFIGURATION EQUAL INTRUSION ALARM SWITCH -CONTRACTOR SHALL SELECT HAZARDOUS SPARE - 20 41 42 20 - SPARE O ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING ALLEN-BRADLEY LOCATION 802XR CONFIGURATION. SWITCH SHALL BE A HAZARDOUS LOCATION SERIES CONNECTION LOAD: DEMAND: LIGHTING 8c RECEPTACLE LOAD DEMAND LOAD: SEALED SWITCH RATED FOR CLASS 1 DIVISION 1 LOCATIONS. 20.5 KVA 56.9 AMPS 20.5 KVA 56.9 AMPS O FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 VA. SEE OMEGA LVN-20 OR EQUAL DWG N0. E018 FOR DETAILS. GFCI CIRCUIT BREAKER L FLOAT SWITCH SEE SPECIFICATIONS SEE SPECIFICATIONS W OM SUBMERSIBLE PT LEVEL TRANSDUCER SEE SPECIFICATIONS SEE SPECIFICATIONS ON RADAR LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS OO FLOW METER SEE SPECIFICATIONS SEE SPECIFICATIONS W WALL MOUNTED HEATING THERMOSTAT - 24V, SPST, RANGE: 40° TH6110D1005/U OR PANEL SCHEDULE L ITEM DESCRIPTION MANUFACTURER MODEL N0. N0. LOCATION: PUMP STATION 208/120 VOLTS 3� 4 WIRE MAIN SERVICE DISCONNECT SWITCH -NEMA 12 ENCLOSURE, L SERVING: PUMP STATION LOADS 125 AMP MAIN HEAVY DUTY BREAKER, SERVICE ENTRANCE RATED, ELECTRONIC OA TRIP, 800 AMP, 480 VOLT, 3� 42 KAIC WITHSTAND, CIRCUIT SIEMENS SHMD6 OR EQUAL CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION BREAKER SWITCH. FLEX HANDLE OPERATOR MOUNTED ON SIDE GENERATOR LOAD CENTER, "G" 4.10 100 1 2 20 0.34 ELECTRICAL ROOM LIGHTS OF ENCLOSURE. - 3P 3 4 20 0.17 ODOR CONTROL ROOM LIGHTS B AUTOMATIC TRANSFER SWITCH -NEMA 1 ENCLOSURE, 800 AMP, TH 480 VOLT, 3�, 3 POLE, 42 KAIC WITHSTAND. SEE SPECIFICATIONS SEE SPECIFICATIONS - 3P 5 20 0.56 EMERGENCY PUMP ROOM LIGHTS & GENERATOR DISCONNECT SWITCH -NEMA 4X SS ENCLOSURE, DRY WELL ENTRANCE LIGHTS 0.16 20 7 8 20 0.20 RESTROOM LIGHT, FAN, AND MOTORIZED LOUVER © HEAVY DUTY BREAKER, ELECTRONIC TRIP, 800 AMP, 480 VOLT, SIEMENS SHMD6 OR EQUAL ALTERNATIVE STAIRWAY LIGHTS 0.17 20 9 10 20 0.62 DRY WELL LIGHTS 3� 42 KAIC WITHSTAND, CIRCUIT BREAKER SWITCH. FLEX HANDLE OPERATOR MOUNTED ON SIDE OF ENCLOSURE. TELEMETRY PANEL, "RTU" 0.50 20 11 12 20 0.17 EXTERIOR LIGHTS 57189 GENERATOR DOCKING STATION - 800 AMP, 2 PARALLEL 400 VENTILATION POLE SITE LIGHT 0.18 20 13 14 20 0.54 ELECTRICAL ROOM/ODOR CONTROL ROOM RECEPTACLES GISTS AMP SERIES 16 CAMLOC CONNECTORS PER PHASE, NEUTRAL, GDS-085W-LM-AI EMERGENCY PUMP ROOM RECEPTACLES 0.54 20 15 16 20 0.18 RESTROOM RECEPTACLE AND GROUND. WITH 2 WIRE START TERMINALS, STAINLESS STEEL TRYSTAR OR EQUAL CONSTRUCTION. DRY WELL RECEPTACLES 0.54 20 17 18 20 0.54 EXTERIOR RECEPTACLES 1 SIGNED. 0610212023 cn O DISTRIBUTION PANEL - 480/277V, 3�, 4W, NEMA 1 ENCLOSURE, SIEMENS TYPE P5 OR EQUAL EXTERIOR RECEPTACLES 2 0.36 20 19 20 20 0.18 VALVE VAULT SUMP PUMP 1 DEDICATED RECEPTACLE 800A MAIN CIRCUIT BREAKER, COPPER BUSSING. VALVE VAULT SUMP PUMP 2 DEDICATED RECEPTACLE 0.18 20 21 22 20 0.18 DRY WELL SUMP PUMP 1 DEDICATED RECEPTACLE LIGHTING TRANSFORMER - 30 KVA DRY TYPE, 480-120/208V, P030KBKF OR DRY WELL SUMP PUMP 2 DEDICATED RECEPTACLE 0.18 20 23 24 20 0.18 ALTERNATIVE STAIRWAY SUMP PUMP DEDICATED RECEPTACLE OF 3�, CONSTRUCTION SHALL CONSIST OF COPPER WINDINGS, HAMMOND EQUAL PROVIDE WITH WALL MOUNT BRACKETS. MINI SPLIT UNIT 1 3.00 30 25 26 30 3.00 MINI SPLIT UNIT 2 © LIGHTING PANEL - 208/120V 3�, 4W, NEMA 1 ENCLOSURE, SIEMENS TYPE P1 OR EQUAL - 2P 27 28 2P - COPPER BUSSING. DRAIN VALVE ACTUATOR 0.50 20 29 30 20 0.18 WET WELL LIGHTS MANUAL TRANSFER SWITCH - 800 AMP, 600 VOLT HEAVY DUTY DOUBLE -THROW NON -FUSIBLE SAFETY SWITCH, NEMA 3R DTNF3675 OR VENTILATION CONTROL PANEL, "VCP" 1.33 30 31 32 20 0.10 FIRE ALARM CONTROL PANEL OH ENCLOSURE. HANDLE UP POSITION SHALL BE FOR PERMANENT SIEMENS EQUAL SPARE - 20 33 34 20 0.10 EMERGENCY PUMP BATTERY CHARGER ON -SITE GENERATOR, HANDLE DOWN POSITION SHALL BE FOR PORTABLE GENERATOR. SPARE - 20 35 36 20 1.50 EMERGENCY PUMP BLOCK HEATER INTRUSION ALARM SWITCH -CONTRACTOR SHALL SELECT HEAVY DUTY TYPE SPARE - 20 37 38 20 - SPARE OI ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARED C, CLASS 9007 OR SPARE - 20 39 40 20 - SPARE CONFIGURATION EQUAL INTRUSION ALARM SWITCH -CONTRACTOR SHALL SELECT HAZARDOUS SPARE - 20 41 42 20 - SPARE O ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING ALLEN-BRADLEY LOCATION 802XR CONFIGURATION. SWITCH SHALL BE A HAZARDOUS LOCATION SERIES CONNECTION LOAD: DEMAND: LIGHTING 8c RECEPTACLE LOAD DEMAND LOAD: SEALED SWITCH RATED FOR CLASS 1 DIVISION 1 LOCATIONS. 20.5 KVA 56.9 AMPS 20.5 KVA 56.9 AMPS O FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 VA. SEE OMEGA LVN-20 OR EQUAL DWG N0. E018 FOR DETAILS. GFCI CIRCUIT BREAKER L FLOAT SWITCH SEE SPECIFICATIONS SEE SPECIFICATIONS W OM SUBMERSIBLE PT LEVEL TRANSDUCER SEE SPECIFICATIONS SEE SPECIFICATIONS ON RADAR LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS OO FLOW METER SEE SPECIFICATIONS SEE SPECIFICATIONS W WALL MOUNTED HEATING THERMOSTAT - 24V, SPST, RANGE: 40° TH6110D1005/U OR N0. LOCATION: GENERATOR 208/120 VOLTS 3� 4 WIRE LIGHTING FIXTURE SCHEDULE Wco ABOVE FLOOR. ELECTRICAL HEATER WITH UNIVERSAL MOUNTING BRACKET - 5KW, 480V, THREE PHASE, WITH 24V CONTROL NAME QTY. CATALOG N0. ® TRANSFORMER AND POWER CONTACTOR FOR THERMOSTAT CONNECTION. MOUNT BOTTOM OF HEATER 7'-0" QMARK MUH0541 o ABOVE FLOOR. 6 AS * * PANEL SCHEDULE G SPACE - - 13 14 - - SPACE SPACE - - 15 16 - - SPACE SPACE - - 17 18 - - SPACE CONNECTION LOAD: DEMAND: LIGHTING 8c RECEPTACLE LOAD DEMAND LOAD: 4.1 KVA 11.2 AMPS 4.1 KVA 11.2 AMPS TYPE DESCRIPTION MANUFACTURER MANUFACTURER CATALOG N0. LAMP LAMP REMARKS * LED LIGHT FIXTURE, 120 VAC, 4'-4" LONG, 45 WATT, 5000K Al COLOR TEMPERATURE, 60,000 HOUR LED, HIGH EFFICIENCY LITHONIA FEM L48 6000LM IMAFL 50K 1 INTEGRATED DRIVER, HIGH -IMPACT ACRYLIC LENS, MOLDED FIBERGLASS LED HOUSING, CEILING MOUNTED, U.L. LISTED FOR WET LOCATIONS. LED OUTDOOR AREA LIGHT - (1)-27W 10C LED. 700mA, 5000K DSXW1 LED 10C 700 50K T3M 120 INTEGRATED A2 COLOR TEMPERATURE, 120VAC, MOUNT BOTTOM OF FIXTURE 1'-0" LITHONIA DDBXD 1 LED ABOVE DOOR, U.L. LISTED FOR WET LOCATIONS. DUAL HEAD EMERGENCY LIGHT - (2)-1.8W LED LAMPS, Z DUAL -VOLTAGE INPUT 120VAC/277VAC, 3 3/4" H, 14 5/8" W, a O A3 THERMOPLASTIC HOUSING, INTEGRATED RECHARGEABLE BATTERY, LITHONIA EU2 LED M12 2 1.5 WATT DC o � MOUNT BOTTOM OF FIXTURE 1'-0" ABOVE DOOR, U.L. LISTED FOR DAMP LOCATIONS. W LED POLE MOUNTED LIGHT - (1)-140W 80C LED. 530mA, 5000K COLOR TEMPERATURE 120VAC, WITH FUSE PROTECTION, PROVIDE ccli o PROVIDE WITH A4 FIXTURE WITH BRACKETRY TO MOUNT TO VENTILATION POLE. LITHONIA LIGHT - DSX2 LED P1 50K TFTM 120 N/A 140 WATT PHOTOCELL PROVIDE FIXTURE WITH INTEGRATED PHOTOCELL CONTROL. U.L. RPA SF DDBXD CONTROLLER L LISTED FOR WET LOCATIONS. SEE DWG N0. E018 FOR cz Lu � cn INSTALLATION DETAILS. A5 BOLLARD LIGHT - (1) 12.6W LED. 1023 LUMEN, 4000K COLOR BEGA LIGHT - 84 674 1 12.6 WATT TEMPERATURE, 120VAC. ANCHORAGE - 79 825 WALL LED - 120VAC, 2,000-9,200 LUMENS ADJUSTABLE ADJUSTABLE OUTPUT A6 OUTPUT, 5000K COLOR TEMPERATURE. LITHONIA TWH LED ALO 50K T3M 120 DDBXD 1 44 WATT NOT TO EXCEED STEP 4 LED LIGHT FIXTURE - 120 VAC, 4' LONG, 47 WATT, 5000 A7 LUMENS, 5000K COLOR TEMPERATURE, CEILING MOUNTED. HOLOPHANE HXLP L48 2 5000LM 120 50K 2 47 WATT EXPLOSION PROOF, RATED FOR CLASS 1, DIVISION 1 LOCATIONS. SCALE: SHOWN 8"2 NEMA TYPE 12 ENCLOSURE, T-0" MAX 12" DEEP. of wAS11 S 57189 NAMEPLATE GISTS MARINA PUMP STATION SIGNED. 0610212023 TELEMETRY PANEL, "RTU-1" OPERATOR INTERFACE SCREEN. INSTALL CENTERLINE OF SCREEN 5-0" ABOVE FINISHED FLOOR. C/) w w O OPERATOR IN TROUBLE 0 ~ O PUSHBUTTON. INSTALL TOP OF DEVICE 4'-0" ABOVE FINISHED FLOOR. PAD -LOCKABLE HANDLE 4--�-I O� p-i F-i Lu ALARM LIGHT Cn Z O Al Q a 4'-0"MIN. � O ALARM RESET INTRUSION DISABLE PUSHBUTTON SWITCH. DO NOT LABEL. VZ H WET WET LEVEL EMERGENCY TRANSMITTER STORAGE LEVEL SELECTOR SWITCH TRANSMITTER (PT LEVEL/RADAR) SELECTOR SWITCH o (PT LEVEL/RADAR) a� WET WET LOW FLOAT EMERGENCY STORAGE LOW Vo BYPASS SWITCH FLOAT BYPASS SWITCH W s � W WET WELL BACKUP PUMP cc SELECTION SWITCH (P1-P2/P2-P3/P3-P1) p co 0 0 0 z m 0 O O � p COMBINATION ETHERNET w PORT/RECEPTACLE w cn p Z a_ O o cn a w _ Q � W W W WARNING LABEL 0 WARNING �T p M co120 VAC o M KEEP OUT cv p O z ri N a O c� Lcj p R T L1J co p U U w cn Lu o ¢o 8 O M a (V N O Q C3 p co O m � Y TELEMETRY PANEL EXTERIOR LAYOUT W zW W� NOT TO SCALE SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E024 116 123 120P 120 VAC 1 PH 60HZ 120N FROM PANEL "L" 1CB / GND O 20A f L1 L LINE SURGE N N1 L2 L PROTECTOR N N2 2CB ` AC POWER FAIL � � L3 (PF CR N3 3CB L4 DOOR SWITCH N4 D �-0 LIGHTS 4CB COMBINATION ETHERNET L5 PORT/RECEPTACLE. GRACE PORT P-R2-K4RF0. LOCATED ON RTU. 5CB L6 SPARE 6CB L7 POWER SUPPLY 24VDC 7CB DPF + DC IN 24 VDC DC IN - UPS BATTERY BATT MODULE 24P + DC OUT DC OUT - 8CB 24P1 + DC IN POWER SUPPLY DC IN - + DC OUT 24VDC TO 24VDC DC OUT - 9CB PLC POWER SUPPLY 1769-PB4 10CB ETHERNET SWITCH 11CB OPERATORINTERFACE 12CB 24P2 + DC IN POWER SUPPLY DC IN - + DC OUT 24VDC TO 12VDC DC OUT - 13CB RADIO 14CB 24P3 DISCRETE INPUTS 15CB 24P4 DISCRETE OUTPUTS 16CB 24P5 ANALOG INPUTS 17CB D 24P6 FLOW METER TRANSMITTER (INSTALL IN RTU) 18CB D 24P7 AIR QUALITY MONITOR LIGHTS 19CB D 24P8 ALARM HORNS/LIGHTS 20CB D � 24P9 GAS MONITORS 21CB D 24P10 AIRFLOW SWITCHES 22CB 24P11 WET WELL BACKUP FLOAT CONTROL (IN RTU) 23CB D 24P12 ) EMERGENCY STORAGE BACKUP FLOAT CONTROL (IN RTU) 24CB � 24P13 � SPARE 25CB � 24P14 � SPARE POWER LAYOUT NOT TO SCALE N5 N6 N7 24N COMPACTLOGIX 1769 PLC BASE, FIELD CONNECTIONS COMMUNICATIONS LAYOUT NOT TO SCALE SIGNED. 0610212023 C/) w 0 w Q Q V V� Z D 0 _ Q 0 � O V a Q Q W VZ O a o F— W LL o 0 c� 0 U w w cf) o Z a_ 0 Of o C/) a w _ Q � W W W U G- (i z 0 0 M m N O O z M O N LC) 0 R T W co U U) co V) W o o 0 LLI C) O M a (V N 0 0 o cf) CDcoiii � Y W zW 0 W cr SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E025 117 123 RH2 24P3 24VDC INPUTS 24N 24P3 24VDC INPUTS 24N 1769-IQ16 1769-IQ16 ARM DISARM ALLEN BRADLEY ALLEN BRADLEY / 16 PTS FIELD CONNECTIONS 16 PTS INTRUSION INTRUSION ALARM DISABLE TB TB IN 0 DRY WELL ENTRANCE FUSE TB IN 0�T INTRUSION SWITCH 1/4A �� of WASxr�S�, PUSHBUTTON IN 1 FUSE I FIRE ALARM I IN 1 57189 v OPERATOR IN TROUBLE TB TB FIRE ALARM SYSTEM ALARM TB .�kISTEgE (FROM FIRE ALARM PANEL) 1 /4A I I SIDNAL �l RESET PUSHBUTTON I I SIGNED. 0610212023 INTRUSION TB INTRUSION SWITCH TB IN 2 ELECTRICAL ROOM FUSE TB IN 2 RESET 1/4A PT RADAR INTRUSION WET WELL LEVEL TRANSMITTER TB TB IN 3 ODOR CONTROL ROOM FUSE TB IN 3 SELECTOR SWITCH INTRUSION SWITCH 1 /4A PT RADAR EMERGENCY STORAGE IN 4 FUSE I INTRUSION I IN 4 LEVEL TRANSMITTER TB TB DIESEL PUMP ROOM TB C� SELECTOR SWITCH INTRUSION SWITCH 1 /4A PF CR IN 5 FUSE FLOOD SWITCH IN 5 AC POWER FAIL TB TB DIESEL PUMP ROOM I I TB �T.� Z FLOOD SWITCH 1/4A I I O DPF CR INTRUSION DC POWER FAIL TB TB IN 6 DRY WELL ACCESS HATCH FUSE TB IN 6 INTRUSION SWITCH 1/4A I I O ~ a. DC UPS FAULT I FLOOD SWITCH I ~ IN 7 FUSE IN 7 O DC UPS FAULT TB TB DRY WELL FLOOD SWITCH TB 0 1 /4A DC COM 1 I I DC COM 1 O DC UPS LOW BATTERY Z DC UPS LOW BATTERY TB TB IN 8 WET WELL ACCESS HATCH FUSE + - TB IN 8 INTRUSION SWITCH ISR INTRUSION 1/4A + _ DC UPS BUFFERING IN 9 FUSE IN 9 a DC UPS BUFFERING TB TB VALVE VAULT ACCESS HATCH 1 + 3E�JNTRUSIO BZ INTRUSION SWITCH ISR N1/4A 1 D TOTALIZER IN 10 FUSE IN 10 FLOW METER TOTALIZER TB TB VALVE VAULT ACCESS HATCH 2 + I - TB Q INTRUSION SWITCH 1 /4A ISR INTRUSION DIRECTION IN 11 FUSE IN 11 VALVE VAULT ACCESS HATCH 3 s FLOW METER DIRECTION TB TB + - TB INTRUSION SWITCH ISR INTRUSION 1/4A + _ o coCR HL1 IN 12 FUSE IN 12 WET WELL HIGH FLOAT TB TB VALVE VAULT FLOOD SWITCH 1/4A + ISR - FLOOD SWITCH TB o DC COM 2 I I DC COM 2 c� CR LL1 IN 13 FUSE INTRUSION IN 13 WET WELL LOW FLOAT TB TB ALTERNATIVE STAIRWAY TB INTRUSION SWITCH 1/4A I I Lu w I? Z of CR HL2 IN 14 FUSE IN 14 a Q EMERGENCY STORAGE TB TB EMERGENCY STORAGE ACCESS HATCH 1 + - TB W W LL1 HIGH FLOAT INTRUSION SWITCH 1 4A ISR INTRUSION z / + - o 0 M m M lV O O O O EMERGENCY STORAGE Li CR LL2 IN 15 EMERGENCY STORAGE ACCESS HATCH 2 FUSE IN 15 N Lu o a LOW FLOAT TB TB INTRUSION SWITCH 1 /4A + ISR INTRUSION TB --5 c o + - W 0 O co os a N 24P3 SLOT 1 24P3 SLOT 2 0 0 24N 24N o o 00 � Lu � Y w � DIGITAL INPUTS, SLOT 1 DIGITAL INPUTS, SLOT 2 uj z NOT TO SCALE NOT TO SCALE SCALE: SHOWN all Ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E026 1 18123 RH2 JUNCTION BOX ENCLOSURE INTRUSION SWITCH DRAIN VALVE OPEN POSITION DRAIN VALVE CLOSED POSITION PUMP 1 RUN PUMP 1 VFD FAULT PUMP 1 IN HAND PUMP 1 IN AUTO PUMP 1 OVERTEMPERATURE PUMP 2 RUN PUMP 2 VFD FAULT PUMP 2 IN HAND PUMP 2 IN AUTO PUMP 2 OVERTEMPERATURE PUMP 3 RUN PUMP 3 VFD FAULT PUMP 3 IN HAND DIGITAL INPUTS, SLOT 3 NOT TO SCALE PUMP 3 IN AUTO PUMP 3 OVERTEMPERATURE EMERGENCY STORAGE PUMP RUN EMERGENCY STORAGE PUMP FAULT EMERGENCY STORAGE PUMP IN HAND EMERGENCY STORAGE PUMP IN AUTO EMERGENCY STORAGE PUMP OVERTEMP EMERGENCY STORAGE PUMP SEAL FAIL ODOR CONTROL ROOM GAS MONITOR FAIL ODOR CONTROL ROOM GAS MONITOR WARNING ODOR CONTROL ROOM GAS MONITOR ALARM DRY WELL GAS MONITOR FAIL DRY WELL GAS MONITOR WARNING DRY WELL GAS MONITOR ALARM ODOR CONTROL ROOM LOW AIR FLOW ALARM DRY WELL LOW AIR FLOW ALARM DIGITAL INPUTS, SLOT 4 NOT TO SCALE 57189 + ��CISTO �o� ti SIGNAL SIGNED. 0610212023 L W s LL- o m 0 m 0 (D 0 U W J W V / '^ I] Z a_ a_ 0 O V/ d W \\ W W W U i f1r li (D Z_ 0 M O M N O m OC'i Li O LLJ V V' U W — o Q O M O ¢O U CD O m � � Y w � j o O W� SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E027 119 123 RH2 24P3 24VDC INPUTS 24N 24P3 24VDC INPUTS 24N 1769-IQ16 1769-IQ16 EMERGENCY PUMP ALLEN BRADLEY ODOR CONTROL SYSTEM ALLEN BRADLEY 16 PTSF— 16 PTS EMERGENCY PUMP FUSE FAIL IN 0 ODOR CONTROL SYSTEM FUSE COMMON IN 0 TTH� FAIL 1/4A TB COMMON ALARM/CLOGGED FILTER 1/4A Jj TB oF, ,ASxr�cS�'� EMERGENCY PUMP FUSE I COMMON ALARM TB IN 1 SPARE FUSE TB IN 1 + �.Q1STV,?- �0 57189 COMMON ALARM 1/4A I 1/4A SIDNALl SIGNED. 0610212023 EMERGENCY PUMP FUSE NOT IN AUTO IN 2 FUSE IN 2 NOT IN AUTO TB SPARE TB 1/4A I 1/4A RUNNING EMERGENCY PUMP FUSE IN 3 FUSE IN 3 RUNNING TB SPARE TB 1/4A I 1/4A FUSE I LOW FUEL IN 4 FUSE IN 4 EMERGENCY PUMP TB SPARELOW FUEL TB 1/4A 1/4A � M ATS FUSE BATS IN EMERGENCY IN 5 FUSE IN 5 z ATS IN EMERGENCY TB SPARE TB �_ 1/4A 1/4A I � O V� FUSE I ATS IN UTILITY IN 6 FUSE IN 6 ATS IN UTILITY TB SPARE TB �--� 1/4A 1/4A �o a FUSE I ATS IN PRETRANSFER IN 7 FUSE IN 7 ATS IN PRETRANSFER a SPARE TB O 1/4A I 1/4A DC COM 1 DC COM 1 O Z FUSE ATS FAULT IN 8 FUSE IN 8 ATS FAULT TB SPARE 40 i I I �:) Q 1/4A 1/4A GENERATOR V �� FUSE GENERATOR RUN IN 9 FUSE IN 9 a STANDBY GENERATOR Tg SPARE TB Z RUN STATUS 1/4A 1/4A 7 I STANDBY GENERATOR FUSE GENERATOR FAIL I IN 10 FUSE IN 10 Q FAIL TB SPARE TB 1/4A I 1/4A �ry ��O I STANDBY GENERATOR FUSE GENERATOR IN TROUBLE IN 11 FUSE IN 11 uj IN TROUBLE TB SPARE Lu TB 1/4A I 1/4A o co FUSE GENERATOR LOW FUEL IN 12 FUSE IN 12 STANDBY GENERATOR TB SPARE TB o LOW FUEL 1/4A 1/4A o DC COM 2 DC COM 2 STANDBY GENERATOR FUSE I GENERATOR NOT IN AUTO IN 13 FUSE IN 13 NOT IN AUTO TB w SPARE TB 1/4A — — — 1/4A w 4 Z ODOR CONTROL SYSTEM a_ 0 a � ODOR CONTROL SYSTEM FUSE FAULT IN 14 FUSE IN 14 z z TB SPARE i I I I W FAULT STATUS 1/4A 1/4A " z 0 0 I M m M lV O O OLi ZO ODOR CONTROL SYSTEM FUSE RUN IN 15 FUSE IN 15 `"Lu RUN STATUS TB SPARE TB _ o W 1/4A L 1/4A cow - 0 0 O co tQia N 24P3 SLOT 5 24P3 SLOT 6 0 0 24N 24N o o 00 � Lu � Y w � DIGITAL INPUTS, SLOT 5 DIGITAL INPUTS, SLOT 6 z NOT TO SCALE NOT TO SCALE SCALE: SHOWN all Ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E028 120 123 24P4 ALLEN-BRADLEY 1769-OW16 24N 24P4 AL1769-OW16 Y 24N I RH2 24 VDC OUTPUTS 24 VDC OUTPUTS 16 PTS 16 PTS VAC-VDC 1 VAC-VDC 1 MASTER ALARM FRONT PANEL LIGHT TB OUT 0 OUT 0 CR VENTILATION SYSTEM CR 16 FIRE ALARM INHIBIT ("VCP") TT R 16 ,"c C� 24VDC FROM 19CB (24P8) TB TB OUT 1 CR CR 1 PUMP 1 CALL OUT 1 CR BUILDING EXTERIOR NORTH CR 17 ALARM HORN/LIGHT 57189 1STV0 1 17 TB TB �oS'IONALl 24N 24VDC FROM 19CB (24P8) SIGNED. 0610212023 TB TB OUT 2 CR OUT 2 CR BUILDING EXTERIOR WEST CR 2 PUMP 2 CALL CR 18 ALARM HORN/LIGHT 2 18 TB TB 24N 24VDC FROM 19C6 (24P8) TB TB OUT 3 CR OUT 3 CR DRY WELL ENTRANCE ALARM CR 3 PUMP 3 CALL CR 19 HORN/LIGHT 3 19 TB TB 24N 24VDC FROM 19CB (24P8) TB TB OUT 4 CR ODOR CONTROL SYSTEM CR 4 OUT 4 CR ODOR CONTROL ROOM ALARM CR 20 4 20 _ REMOTE START HORN/LIGHT TB TB 24N TB 24VDC FROM 18C6 (24P7) rz--< 24VDC FROM 19CB (24P8) w OUT 5 CR DRY WELL AIR QUALITY CR 5 OUT 5 CR CR 21 DRY WELL ALARM HORN/LIGHT w Z 5 MONITOR GO LIGHT TB 21 TB O 24N 24N 24VDC FROM 18CB (24P7) TB 24VDC FROM 19CB (24P8) TB OUT 6 CR DRY WELL AIR QUALITY CR 6 OUT 6 CR ALTERNATIVE STAIRWAY ALARM CR 22 40 6 MONITOR NO GO LIGHT 22 HORN/LIGHT TB TB O 24N 24VDC FROM 18C6 (24P7) OUT 7 CR TB DRY WELL ENTRANCE CR 7 AIR QUALITY MONITOR OUT 7 CR CR 23 SPARE O 7 23 GO LIGHT 0 TB H VAC-VDC 2 24N VAC-VDC 2 24VDC FROM 18CB (24P7) TB TB O Z OUT 8 DRY WELL ENTRANCE OUT 8 Lv CR CR 8 AIR QUALITY MONITOR CR 24 SPARE Q 8 TB NO GO LIGHT TB 24N I--i 24VDC FROM 18CB (24P7) TB V Z OUT 9 I&I ALTERNATIVE STAIRWAY OUT 9 CR Z CR 9 AIR QUALITY MONITOR CR 25 SPARE 25 TB GO LIGHT TB 24N 24VDC FROM 18CB (24P7) OUT 10 CR10 NTB TB ALTERNATIVE STAIRWAY OUT 10 CR TB Q CR 10 AIR QUALITY MONITOR CR 26 SPARE _ NO GO LIGHT 26 TB� OUT 11 TB OUT 11 TB W 11 DRAIN VALVE OPEN CR 27 SPARE uj 1RCR 2� TB TB o m TB TB OUT 12 CR OUT 12 CR 7 CR 12 DRAIN VALVE CLOSE CR 28 SPARE o 12 28 0 TB TB c� TB TB 13 OF� EMERGENCY STORAGE PUMP CR 13 OUT 13 CR 29 SPARE w —FIUT 13 29L CALL J '^ TB TB Z o o 0 o a cj) OUT 14 CR TB EMERGENCY PUMP OUT 14 CR TB w z W CR 14 REMOTE CALL CR 30 SPARE z 14 30 TB TB o M o M lV m OUT 15 CR TB OUT 15 CR TB N 0 L 0 o a CR 15 EMERGENCY PUMP LOCKOUT CR 31 SPARE � o 15 31 TB TB L n O a co N W O ¢O m V � O � Y 24P4 SLOT 7 24N 24P4 SLOT 8 24N zLuL c3 s 0 z W � SCALE: SHOWN DIGITAL OUTPUTS, SLOT 7 DIGITAL OUTPUTS, SLOT 8 oll ill 2 NOT TO SCALE NOT TO SCALE DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E029 1 21 123 24P5 24N 24P5 24N ANALOG INPUTS ANALOG INPUTS 1769-IF41 1769-IF41 RH2 ALLEN BRADLEY ALLEN BRADLEY FIELD CONNECTIONS 4 PTS 4 PTS F IN 0+ IN 0+ PUMP 1 SPEED FEEDBACK I FLOW METER FLOW RATE VFD IN 0- FLOW METER IN &- FUSE I 0_iRtn FUSE 0_iRtn + - TB + - TBA F.T Wn 1/8A I 1/8A xr� aC GND GND FIELD CONNECTIONS = 57189 IN 1+ F IN 1+��isTEg�°ti PUMP 2 SPEED FEEDBACK ODOR CONTROL ROOM SIDNAL IN 1- HYDROGEN SULFIDE H2S LEVEL IN 1- VFD GAS MONITOR FUSE 1 _iRt2 FUSE I I 1 _iRt2 SIGNED. 0610212023 + - TB :+I E A TB 1/8A I 1/8A GND I I GND IN 2+ PUMP 3 SPEED FEEDBACK IN 2+ IN 2- ODOR CONTROL ROOM VFD OXYGEN 02 LEVEL IN 2- FUSE 2_iRtn GAS MONITOR + - TB FUSE F. 2_iRtn 1/8A :] + - TB 1 /8A Cn GND LEVEL GND Lo WET WELL FUSE I TRANSMITTER IN 3+ I = w IS v RADAR LEVEL + - IN 3+ TB IN 3- DRY WELL HYDROG N SULFIDE —& S LEVEL w Z TRANSMITTER 1/8A I IN 3- 3_iRtn GAS MONITOR 1� GND FUSE I I 3_iRtn Q ---- J El E TB A�i 1/8A U COM L- GND COM SLOT 9 SLOT 11 Q a 24P5 24N 24P5 24N C) O Q, ANALOG INPUTS SLOT 9 ANALOG INPUTS SLOT 11 �' cn 0 o NOT TO SCALE NOT TO SCALE O � a 24P5 FIELD CONNECTIONS 24N 24P5 24N F — — — — ANALOG INPUTS ANALOG INPUTS Ir--ll 1769-IF41 1769-IF41 `/ a ALLEN BRADLEY ALLEN BRADLEY i--r LEVEL 4 PTS 4 PTS TRANSMITTER FIELD CONNECTIONS Z EMERGENCY STORAGE FUSE IN 0+ F IN 0+7 RADAR LEVEL + I - TB DRY WELL OXYGEN 02 LEVEL IN 0- TRANSMITTER 1/8q IN 0- GAS MONITOR 0_iRtn FUSE 0_iRtn GND + - IA TB A= 1/8A I� L GND PRESSURE _ WET WELL FUSE TRANSDUCER IN 1+ FUSE IN 1+ Lu PT LEVEL + El fi4 SPARE TB TRANSDUCER 1/8A - 1/8A IN 1- 1 _iRt2 1 _iRt2 `� m GND = = o z m 0 I PRESSURE o EMERGENCY STORAGE FUSE TRANSDUCER IN 2+ FUSE IN 2+ U PT LEVEL + - TB SPARE F1 I TB w IN 2- /8A IN 2- o Z 1 TRANSDUCER 1/8q a 0 2_iRtn 2_iRtn of GND GND a cn W W W CC c� z I0 PRESSURE FUSE TRANSMITTER Li M N m IN 3+ IN 3+ L a VALVE VAULT PRESSURE + - TB SPARE TBLu TRANSMITTER 1/8A IN 3- 1/gq IN 3-ColW 0 3_iRtn 3_iRtn o 0 GND GND J — — co n a N W _ Oco ¢O in U O COM COM Y Lu o 0 SLOT 10 SLOT 12 W 24P5 24N 24P5 24N SCALE: SHOWN ANALOG INPUTS, SLOT 10 ANALOG INPUTS, SLOT 12 2 DRAWING IS FULL SCALE WHEN NOT TO SCALE NOT TO SCALE BAR MEASURES 2" DWG NO.: SHEET NO.: E030 122 123 RH2 ,zTx S~ GF, SAS&., aye CO� 57189 + 01 ST%VsL yo, 1 SIONAL SIGNED. 0610212023 ANALOG OUTPUTS ANALOG OUTPUTS 1769-OF4CI 1769-OF4CI ALLEN BRADLEY ALLEN BRADLEY 4 PTS 4 PTS FIELD CONNECTIONS I out 0+ I out 0+ VFD I out 0- 1 out 0- FUSE I SPARE FUSE PUMP 1 SPEED COMMAND + - TB TB w 1/8A 1/8A GND GND w I out 1+ I out 1+<11 U I out 1- 1 out 1- VFD SPARE PUMP 2 SPEED COMMAND FUSE - FUSE O �i + TB TB F� a 1/8A 1/8A GND — GND — O I --I 0 II out 2+ 1 out 2+ 0 1 out 2- 1 out 2- O Z VFD SPARE Q PUMP 3 SPEED COMMAND FUSE + _ TB FUSE TB 1/8A I 1/8A a GND GND Z I out 3+ I out 3+ � EMERGENCY I out 3- 1 out 3- SPARE _ FUSE EMERGENCY PUMP FUSE PUMP cr SPEED COMMAND + - TB TB 7 1/8A I COM 1/8A COM`� J GND GND W W SLOT 13 SLOT 14 o m ANALOG OUTPUTS, SLOT 13 ANALOG OUTPUTS SLOT 14 NOT TO SCALE NOT TO SCALE c� 0 U LU J W V/ '^ 0 Z a_ 0 a_ Of ''^^ 0 V/ d W \\ W W W cD z a 0 M m M lV O O OC,i Li (D N 0 a 0 U LLJ V) W O Q O M n a N W O ¢O 0 U) O m � � Y w � o O j w � SCALE: SHOWN 01, 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E031 123 123