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Home My WebLink AboutVolume 2 - Bid PlansCO V E R CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 CONTACT INFORMATION CONTACT COMPANY POSITION PHONE MICHAEL BENOIT CITY OF RENTON PROJECT MANAGER (425) 430-7206 MARINE BEHR RH2 ENGINEERING ENGINEER (425) 439-4008 RH2 ENGINEERINGEDWIN HALIM (425) 951-5332ENGINEER CITY OF RENTON VICINITY MAP TD S EH Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - C O V . D W G SHOWN COV 1 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CO V E R DISCLAIMER: VICINITY MAP WAS OBTAINED FROM GOOGLE MAPS ON JUNE 16, 2023 KENSINGTON CREST LOCATION ADDRESS 3000 SE 8TH ST LIFT STATION ADDRESSES PUGET SOUND KENSINGTON CREST LS LAKE WASHINGTON CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 WEDGEWOOD 5401 NE 10TH ST WEDGEWOOD LS LIFT STATION AND FORCE MAIN IMPROVEMENTS PHASE 4 VOLUME II OF II PROJECT NO. WWP-27-04323 SUMMER 2025 SHY CREEK 5110 SE 2ND PL STONEGATE 2615 NILE AVE NE SHY CREEK LS STONEGATE LS ABBREVIATIONS AMW AXIS MAG & WASHER APPROX APPROXIMATELY BW BOTH WAYS CB CATCH BASIN CLSM CONTROLLED LOW STRENGTH MATERIAL CMU CONCRETE MASONRY UNIT CPP CORRUGATED POLYETHYLENE DI DUCTILE IRON DWG DRAWING E EASTING EL ELEVATION EW EACH WAY HMA HOT MIX ASPHALT IE INVERT ELEVATION LS LIFT STATION MIN.MINIMUM N NORTHING NO. NUMBER O.C.ON CENTER O.D.OUTSIDE DIAMETER PJF PREFORMED JOINT FILLER PVC POLYVINYL CHLORIDE RE RIM ELEVATION SDCO STORM DRAIN CLEAN OUT SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSFM SANITARY SEWER FORCE MAIN SSMH SANITARY SEWER MANHOLE TBM TEMPORARY BENCHMARK W/WITH SHEET INDEX SHEET NO.DESCRIPTION DWG NO. * BEDDING MATERIAL SHALL NOT BE RECYCLED CONCRETE. * TD S EH Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - G 0 1 . D W G SHOWN G001 2 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: GE N E R A L D E T A I L S I HMA, CL 1 2" PG 64-22, WITH MINIMUM COMPACTED DEPTH OF 4" OR EXISTING PAVEMENT DEPTH PLUS 1", WHICHEVER IS GREATER. GRAVEL TOP COURSE, 6" COMPACTED DEPTH (MIN.) NATIVE SUBGRADE, TRENCH BACKFILL OR STRUCTURAL BACKFILL. PROOF ROLL PRIOR TO GRAVEL PLACEMENT. PAVEMENT SURFACE RESTORATION DETAIL NOTE: WHERE ASPHALT PAVEMENT REPAIR IS DIRECTED BY THE CITY FOR EXISTING DAMAGED PAVEMENT, EXISTING PAVEMENT SHALL BE SAW CUT AND REPLACED WITH COMPACTED CL 1 2" PG 64-22 ASPHALT, DEPTH PER RESTORATION DETAIL. NON-PAVED SURFACE RESTORATION DETAIL HMACONCRETE 6" CONCRETE 6" CRUSHED SURFACING BASE COURSE MULCH, 2" MIN, NATIVE SUBGRADE, TRENCH BACKFILL OR STRUCTURAL BACKFILL. PROOF ROLL PRIOR TO GRAVEL AND TOP SOIL PLACEMENT. COMPACTED GRAVEL TOP COURSE. DEPTH TO MATCH EXISTING, 6" MIN.GRAVEL AREALANDSCAPED AREA CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 BOLLARD DETAIL 4'-0" ABOVE FINISHED GRADE 3'-0" 2'-6" 2'-6" 1" 6" GALVANIZED STD STEEL PIPE. FILL WITH CONCRETE. PAINT SAFETY YELLOW. LOCATE @ 4' O.C. ROUNDED CONCRETE TOP #4 HOOPS @ 12" O.C. (6) #4 VERT RST EQUALLY SPACED CONCRETE WALL/FLOOR MECHANICAL SEAL PIPE PENETRATION1 NOTES: 1.ALL PENETRATIONS SHALL BE SEALED TO MAINTAIN FIRE AND SOUND RATING OF INTERIOR. 2.ALL BELOW GRADE AND/OR SUBMERGED PENETRATIONS SHALL BE SEALED WATERTIGHT. 3.WHERE PIPE PENETRATION IS LOCATED IN THE FLOOR OVER A POTABLE WATER BEARING STRUCTURE, SLEEVE SHALL EXTEND 1" MIN. ABOVE FLOOR TO FURTHER PREVENT WATER INTRUSION. CORE DRILL CONCRETE, OVERSIZE TO FIT MECHANICAL SEAL UNLESS OTHERWISE NOTED, PROVIDE LINK-SEAL, OR APPROVED EQUAL, BETWEEN PIPE AND CONCRETE. MODEL VARIES PER PIPE SIZE AND MATERIAL. PIPE 2 6' MAX.18" MIN. 2' MIN. 2.5' MAX. SILT FENCE 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. STANDARD STRENGTH FABRICS MUST BE SUPPORTED WITH 2"x2" 14 GAUGE WIRE MESH OR EQUIVALENT. MESH STRENGTH SHALL BE EQUIVALENT TO OR GREATER THAN 180 POUNDS TENSILE STRENGTH. WIRE SHALL EXTEND INTO THE GROUND A MIN. OF 3-INCHES. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENTS TO ATTACH FABRIC TO POSTS. POST, TYP. 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. MINIMUM 4" X 4" TRENCH BURY FABRIC A MIN. OF 8-INCHES BELOW THE GROUND SURFACE. BACKFILL OVER FABRIC WITH NATIVE SOIL OR 3/4" - 1.5" WASHED ROCK FILTER FABRIC, ATTACHED TO UP-SLOPE SIDE OF POSTS. FABRIC SHALL MEET REQUIREMENTS SHOWN IN TABLE. 3 FILTER FABRIC POLYMERIC MESH AOS (ASTM D4751) 0.60 MM MAXIMUM FOR FILM WOVENS (US #30 SIEVE). 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-1 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)30% MAXIMUM. ULTRAVIOLET RESISTANCE (ASTM D4355)70% MINIMUM. STRAW WATTLE TYPE C - SADDLE CLAMP SUPPORT PIPE SUPPORT DETAIL TYPE A - FLANGE SUPPORT 1" MIN. PIPE STANCHION DETAIL PIPE STANCHION BASE PLATE, SIZE AS REQUIRED. PIPE STANCHION, SIZE AS REQUIRED CONCRETE ANCHOR, SIZE AND QUANTITY AS REQUIRED BY THE MANUFACTURER LEVELING NUT, TYP. GROUT AFTER LEVELING FINISHED FLOOR NOTES: ·CONTRACTOR SHALL PROVIDE SUPPORTS AS NEEDED TO SECURE PIPING SYSTEM IN NORMAL AND TEST OPERATING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THE NECESSARY PIPE SUPPORTS, HANGERS AND SEISMIC BRACING. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. SUBMIT DESIGN WITH PIPING PLAN. ·SADDLE AND SADDLE CLAMP SUPPORTS SHALL BE "STANDON" BRAND AS MANUFACTURED BY MATERIAL RESOURCES OR EQUAL. DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - E L E C 0 1 . D W G SHOWN E001 3 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: EL E C T R I C A L L E G E N D GENERAL NOTES LADDER LOGIC SYMBOL LEGEND INSTRUMENT METERINDICATE TYPE BY LETTER VALVE SYMBOLS ABBREVIATIONSONE-LINE DIAGRAM SYMBOLS LIGHTING FIXTURES/DEVICESPANELBOARDS, SWITCHES, AND EQUIPMENT GROUNDING SYSTEM SYMBOLS ELECTRICAL SITE PLAN SYMBOLS RECEPTACLES AND JUNCTION BOX SYMBOLS FIRE SYSTEM SYMBOLS ADDITIONAL SYMBOLS RACEWAY LEGEND SITE PLAN LEGEND BUILDING OR FACILITY PLAN LEGEND SWITCH OUTLETS DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - E L E C 0 1 . D W G SHOWN E002 4 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: EL E C T R I C A L D E T A I L S 3" 3" 3" FINISH SURFACE PER PLAN RED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT IN TRENCH (TYP) 36 " M I N - 4 8 " M A X F O R PR I M A R Y S E R V I C E CO N D U I T S MINIMUM DEPTH BELOW BOTTOM OF DEEPEST CONDUIT INSTALLED IN TRENCH 24 " M I N ( < 6 0 0 V ) NATIVE MATERIAL COMPACTED TO 95% PER ASTM D1557 OR AS REQUIRED PER PLAN 6" 9" COVER OVER HIGHEST CONDUIT IN TRENCH NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. TYPICAL ELECTRICAL TRENCH DETAIL ELECTRICAL CONDUIT NUMBER AND SIZE VARY AS PER SITE PLAN. MAINTAIN 12" SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9-03.13 2'-0" MIN.4'-0" MAX. 1'-0" MIN. 1" CONDUIT (TYPICAL). CONTRACTOR SHALL GROUT FILL AROUND CONDUIT FOR WATER TIGHTNESS. VAULT LID. 6" MINIMUM DRAIN OPENING. PROVIDE GRATE TO COVER OPENING. CABLE RACK (TYPICAL OF 4 SIDES). BOLT TO HAND HOLE. 6" GRANULAR FILL. 5 CUBIC FEET OF DRAIN GRAVEL AROUND DRAIN AREA. GRADING RING AS REQUIRED (TYPICAL). HAND HOLE DETAIL LENGTH VARIES WIDTH VARIES HATCH COVER. HOT DIPPED GALVANIZED AND H-20 RATED. HAND HOLE NAMEPLATE COVER. NAMEPLATE SHALL READ ELECTRICAL. HANDLE (TYPICAL). LIFTING INSERTS (TYPICAL). 12" MIN. OVER LOCKING SCREW (TYPICAL). CONDUIT (TYPICAL). FINISHED GRADE, SURFACE RESTORATION PER SITE PLAN. NATIVE BACKFILL COMPACTED TO 90% OF MAXIMUM DRY DENSITY PER ASTM D1557. CONDUIT SEAL/DRAIN INSTALLATION CONDUIT DRAIN CONDUIT TEE CONDUIT OR CABLE CONDUIT BODY (OR BOX) SEAL TO PREVENT WATER ENTRANCE INTO RACEWAY SYSTEM WITHIN AREA BELOW FINISHED GRADE. CONTINUATION TO INSTRUMENT OR PANEL 2 2 0 2 2 5 2 3 0 23 5 2 4 0 245 2 1 7 2 1 8 2 1 9 2 2 1 2 2 2 2 2 3 2 2 4 2 2 6 2 2 7 2 2 8 2 2 9 2 3 1 23 2 23 3 23 4 23 6 23 7 2 3 8 2 3 9 2 4 1 2 4 2 2 4 3 2 4 4 246 2 3 0 225 219 218 217 216 215 214 2 2 3 2 2 4 2 2 6 2 2 7 2 2 8 2 2 9 2 3 1 2 3 2 2 3 3 2 3 4 KIRKLAND AVE SE N:175750.17 E: 1307412.10 N: 175737.21 E: 1307374.90 N: 175739.42 E: 1307402.92 N: 175719.26 E: 1307376.31 N: 175697.91 E: 1307367.96 N: 175721.08 E: 1307399.34 N: 175711.99 E: 1307400.06 N: 175717.36 E: 1307404.65 N: 175720.63 E: 1307414.43 N: 175721.06 E: 1307419.91 N: 175700.53 E: 1307424.44 N: 175713.66 E: 1307421.54 N: 175718.59 E: 1307420.45 N: 175746.39 E: 1307364.15 TD S EH Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - C 0 3 . D W G SHOWN C101 5 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S E X I S T I N G S I T E PL A N CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 EXISTING SITE PLAN KE N S I N G T O N C R E S T L S E X I S T I N G S I T E PL A N 1.HORIZONTAL DATUM: NAD 1983/11 PER GPS HxGN SMARTNET 2.VERTICAL DATUM: NAVD 88 PER GPS HxGN SMARTNET 3.PROJECT BENCHMARK: TBM A, "X" AT VALVE VAULT CORNER (ELEV. = 225.45') TBM B, AXIS MAG NAIL & WASHER (ELEV. = 230.96'), APPROX. 71-FEET SOUTH OF TBM A. NOT SHOWN ON EXISTING SITE PLAN. 4.THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON AUGUST 17, 2023 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. SURVEY NOTES EXISTING SITE EXISTING DRIVEWAY, TYP. DO NOT BLOCK AND PROVIDE ACCESS TO RESIDENCES AT ALL TIMES EXISTING SITE 1 2 1 2 TEMPORARY CONSTRUCTION EASEMENT KC# 20250502000303 UTILITY EASEMENT KC# 20250502000311 EXISTING UTILITY EASEMENT KC# 20011212900014 TEMPORARY CONSTRUCTION EASEMENT KC# 20250502000303 UTILITY EASEMENT KC# 20250502000311 INLET PROTECTION SILT FENCE CONSTRUCTION FENCE 2 2 6 22 7 228 228 2 1 7 2 1 8 2 1 9 2 2 0 2 2 1 2 2 2 2 2 3 2 2 4 2 2 5 2 2 6 2 2 7 2 2 8 2 2 9 2 3 0 2 3 1 23 2 23 3 23 4 23 5 23 6 23 7 2 3 8 2 3 9 2 4 0 2 4 1 2 4 2 2 4 3 2 4 4 245 246 2 3 0 225 219 218 217 216 215 214 2 2 3 2 2 4 2 2 6 2 2 7 2 2 8 2 2 9 2 3 1 2 3 2 2 3 3 2 3 4 KIRKLAND AVE SE CONTRACTOR DESIGNED SHORING SYSTEM, AS REQUIRED BOT OF EXCAVATION = 226.00' CONSTRUCTION FENCE. INSTALL POSTS AND SECURE DIRECTLY INTO THE GROUND OR SET IN TEMPORARY CONCRETE BASE BLOCKS. 3SILT FENCE TD S EH Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - C 0 3 . D W G SHOWN C102 6 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CONSTRUCTION GRADING AND TESC SITE PLAN KE N S I N G T O N C R E S T L S C O N S T R U C T I O N GR A D I N G A N D T E S C S I T E P L A N 1.ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED WITHIN THE EXISTING AND TEMPORARY CONSTRUCTION EASEMENTS. 2.PROVIDE CONTRACTOR-DESIGNED TEMPORARY SHORING AND OTHER TEMPORARY SLOPE STABILIZATION MEASURES WITHIN THE TEMPORARY CONSTRUCTION EASEMENT NECESSARY TO EXCAVATE SITE, PROVIDE SLOPE STABILITY, AND PROTECT EXISTING UTILITIES AND STRUCTURES DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THEIR OWN INVESTIGATIONS AS NECESSARY TO SUPPORT THEIR DESIGN AND APPROACH. SUBMIT DRAWINGS AND CALCULATIONS FOR CONTRACTOR-DESIGNED TEMPORARY SHORING AND SLOPE STABILIZATION METHODS TO THE ENGINEER PRIOR TO CONSTRUCTION. DRAWINGS AND CALCULATIONS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN WASHINGTON. REFER TO DIVISION 2 IN THE TECHNICAL SPECIFICATIONS FOR CONTRACTOR DESIGNED SHORING REQUIREMENTS. 3.FOR TEMPORARY SLOPE STABILIZATION, INSPECTION OF EXCAVATION CUT FACE SHALL BE COMPLETED BY OWNER OR OWNER'S REPRESENTATIVE AHEAD OF INSTALLING PROPOSED IMPROVEMENTS. 4.PLAN FOR AND PROVIDE PROVISIONS FOR DEWATERING POTENTIAL PERCHED GROUNDWATER AND FOR DRAINAGE CREATED BY CONSTRUCTION GRADING. 5.ERODIBLE EARTH NOT BEING WORKED, WHETHER AT FINAL GRADE OR NOT, SHALL BE STABILIZED WITHIN 48 HOURS DURING THE WET SEASON (OCT 1 THRU APRIL 30) AND WITHIN 7 DAYS DURING THE DRY SEASON USING PLASTIC COVERING, EROSION CONTROL MATTING, OR ANOTHER APPROVED COVERING METHOD. PROTECT AND ROUTE WATER AROUND ALL CUT FACES. 6.IMMEDIATELY AFTER THE SLOPE AND SITE HAVE BEEN EXCAVATED, THE REMAINING WORK FOR THE CONSTRUCTION OF THE RETAINING WALL SHALL BE CONTINUOUS. THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION OF THE RETAINING WALL BEFORE WORKING ON OTHER IMPROVEMENTS AND COMPLETING WORK AT ANOTHER SITE. 7.TAKE ALL NECESSARY PRECAUTIONS TO PROTECT STOCKPILES. IMPORTED FILL, AND SUBGRADES FROM RAIN AND MOISTURE INTRUSION INCLUDING MEASURES TO PREVENT WICKING UP OF MOISTURE IN STOCKPILE. 8.THE CONTRACTOR WILL NOT BE ENTITLED TO ANY ADDITIONAL MONIES OR WORKING DAYS DUE TO EROSION, FAILED SLOPES, OR FAILED COMPACTION TESTS AS A RESULT OF INADEQUATELY PROTECTING THE SITE FROM RAIN, STORM WATER, GROUNDWATER, AND EROSION SOURCES. 9.TEMPORARY SHORING SHALL BE REMOVED TO AT LEAST 4 FEET BELOW FINISHED GRADE. LEGEND GENERAL NOTES NOTES PROTECT EXISTING GUARDRAIL. PROTECT EXISTING TREES. CURB AND GUTTER TO BE REMOVED BOLLARD FOOTING OUTLINE, TYP. EXCAVATE TO INSTALL BOLLARDS PER DETAIL ON DWG NO. G001 ASPHALT, TO BE REMOVED TO SUBGRADE, TYP. SAWCUT EXISTING ASPHALT, TYP. POINT TABLE - SITE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ELEV. 0.00 0.00 0.00 231.72 231.80 231.62 231.54 231.50 231.50 228.58 228.58 228.58 228.58 228.00 228.00 0.00 0.00 0.00 228.63 NORTHING 175717.40 175718.47 175718.96 175721.90 175732.70 175734.13 175726.99 175727.05 175723.40 175727.34 175727.58 175723.69 175723.92 175723.92 175723.69 175721.60 175721.10 175719.98 175720.64 EASTING 1307368.29 1307368.25 1307368.23 1307378.21 1307377.36 1307395.47 1307396.03 1307396.86 1307397.15 1307400.52 1307403.51 1307400.80 1307403.79 1307403.79 1307400.80 1307406.14 1307406.18 1307406.26 1307378.04 DESC. FRONT OF GUTTER FRONT OF CURB BACK OF CURB RETAINING WALL FOUNDATION SOUTHWEST CORNER RETAINING WALL FOUNDATION NORTHWEST CORNER RETAINING WALL FOUNDATION NORTHEAST CORNER RETAINING WALL FOUNDATION SOUTHEAST CORNER TOP OF STAIRS NORTH CORNER TOP OF STAIRS SOUTH CORNER STAIR LANDING NORTHWEST CORNER STAIR LANDING NORTHEAST CORNER STAIR LANDING SOUTHWEST CORNER STAIR LANDING SOUTHEAST CORNER LANDING NORTHEAST CORNER LANDING NORTHWEST CORNER BACK OF CURB FRONT OF CURB FRONT OF GUTTER CENTER OF WEST BOLLARD MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING SEE DWG NO. G001 2 1 7 2 1 8 2 1 9 2 2 0 2 2 1 2 2 2 2 2 3 2 2 4 2 2 5 2 2 6 2 2 7 2 2 8 2 2 9 2 3 0 2 3 1 23 2 23 3 23 4 23 5 23 6 23 7 2 3 8 2 3 9 2 4 0 2 4 1 2 4 2 2 4 3 2 4 4 245 246 2 3 0 225 219 218 217 216 215 214 2 2 3 2 2 4 2 2 6 2 2 7 2 2 8 2 2 9 2 3 1 2 3 2 2 3 3 2 3 4 KIRKLAND AVE SE 1.5% MIN, 2% MAX, TYP. STANDBY GENERATOR WITH CONCRETE PAD MULCH DISTURBED AREA RETAINING WALL, APPROX. 41 LF RETAINING WALL FOUNDATION DRAIN PIPE, TYP. APPROX. 52 LF GROUT AROUND CONDUIT PENETRATIONS TO PROVIDE WATERTIGHT SEAL AT VAULT WALL CORES ELECTRICAL EQUIPMENT PEDESTAL, FIELD CONFIRM LOCATION WITH CITY RESTORE PAVEMENT AND CONCRETE SURFACE TO EXISTING OR BETTER CONDITION PER DETAIL ON DWG NO. G001. PROVIDE CONTINUOUS SLOPE FOR CONCRETE CURB AND GUTTER BETWEEN POINTS 3 AND 16. CONCRETE CURB AND GUTTER REPLACEMENT TO NEAREST EXPANSION JOINT, TYP, BOTH SIDES, SEE DETAILS DWG NO. G001 SEAL COAT EXISTING AND PROPOSED ASPHALT, APPROX. 840 SQ. FT. STA. 0+12.08: N: 175733.85 E: 1307376.01 RETAINING WALL CORNER STA. 0+32.75: N: 175735.48 E: 1307396.61 RETAINING WALL CORNER STA. 0+41.17: N: 175727.09 E: 1307397.28 RETAINING WALL END STA. 0+00.00 (START): N: 175721.81 E: 1307376.96 RETAINING WALL START STA. 0+00.00, 1.1' L: N: 175721.72 E: 1307375.88 RETAINING WALL FOUNDATION DRAIN START STA. 0+47.84 (END): N: 175720.44 E: 1307397.80 STA. 0+47.84, 1.1' L: N: 175720.52 E: 1307398.85 RETAINING WALL FOUNDATION DRAIN DAYLIGHT 303 19 4 5 6 7 9 16 17 18 10 1 2 3 13 11 12 8 15 14 RETAINING WALL PROFILE - ALIGN PROFILE 220' 230' 240' 250' 220' 230' 240' 250' 0+00 0+48 STA: 0+12.08: ELEV: 238.50' RETAINING WALL CORNER STA: 0+32.75: ELEV: 238.50' RETAINING WALL CORNER STA: 0+41.17: ELEV: 234.50' RETAINING WALL END STA: 0+00.00: ELEV: 232.61' RETAINING WALL START SITE FINISHED GRADE CONCRETE RETAINING WALL. FORM LINER EQUAL TO SIKA 8"x16" SPLIT FACE BLOCK, FULL HEIGHT OF EXPOSED INTERIOR FACES. FOUNDATION DRAIN PIPE IE START: 229.28 APPROX. 45' OF 4" PERFORATED PVC @ 2.00% APPROX. 7' OF 4" SOLID PVC @ 2.00% TRANSITION TO SOLID PVC SCH. 80 WHERE FOUNDATION DRAIN PIPE PASSES UNDER CONCRETE, STAIRS, OR CURB/GUTTER. TOE OF RETAINING WALL FOUNDATION SHOWN IN BACKGROUND KEY OF RETAINING WALL SHOWN IN BACKGROUND INVERT SHALL BE AT OR ABOVE GUTTER LINE PER CITY OF RENTON STANDARD DETAIL 210 WIRE MESH REINFORCEMENT ABOVE FOUNDATION DRAIN PIPE IN CONCRETE SIMILAR TO CITY OF RENTON STANDARD DETAIL 210 IF CONCRETE COVER ABOVE PIPE IS LESS THAN 6 INCHES. TD S EH Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - C 0 2 . D W G SHOWN C103 7 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S P R O P O S E D SI T E P L A N CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 PROPOSED SITE PLAN CONCRETE RETAINING WALL AND FOUNDATION DRAIN PROFILE VIEW TOP OF RETAINING WALL FOUNDATION. ELEVATION VARIES, SEE THIS SHEET BOTTOM OF RETAINING WALL FOUNDATION. SEE DWG NO. S102 NOTE: REFER TO DIVISION 2 IN THE TECHNICAL SPECIFICATIONS FOR PAVEMENT MARKING AND STRIPING RESTORATION REQUIREMENTS. 4" PVC CAP DF JM C Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - S 0 1 . D W G SHOWN S101 8 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S S T R U C T U R A L GE N E R A L N O T E S CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 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. 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 CONCRETE ANCHORS SHALL BE EITHER HILTI HIT-RE 500-V3 INJECTABLE MORTAR OR SIMPSON STRONG-TIE AT-3G ANCHORING ADHESIVE 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. 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 COMPLETED STRUCTURE. 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. 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. REINFORCED CONCRETE EMBEDDED ITEMS AND PENETRATIONS 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. JOINTS CONTINUOUS WATERSTOP SHALL BE INSTALLED IN JOINTS SUBJECT TO STATIC WATER PRESSURE. CONTRACTOR SHALL SUBMIT CONCRETE PLACEMENT PLAN IDENTIFYING JOINT TYPES, JOINT LOCATIONS AND CONCRETE PLACEMENT SEQUENCE. CHAMFERS PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES (AND 1/2" CHAMFERS AT JOINTS AS SHOWN) NOT ALL CHAMFERS MAY BE SHOWN ON DRAWINGS. PER IBC 2021 SITE LOCATION: LATITUDE, LONGITUDE:47.473406, -122.179783 LIVE LOADS: WALKWAYS, STAIRS, GRATING 100 PSF, 300 LB CONCENTRATED SLAB ON GRADE 250 PSF SNOW LOAD DATA: GROUND SNOW LOAD, pg:25 PSF (PER CITY OF RENTON) SNOW IMPORTANCE FACTOR, Is:1.20 WIND DESIGN DATA: BASIC WIND SPEED, V 110 MPH (PER CITY OF RENTON) RISK CATEGORY IV WIND EXPOSURE B EARTHQUAKE DESIGN DATA: RISK CATEGORY(S)IV SEISMIC IMPORTANCE FACTOR(S), Ie 1.5 MAPPED SPECTRAL RESPONSE PARAMETERS Sms =1.689, Sm1 = 1.13 SITE CLASS C DESIGN SPECTRAL RESPONSE PARAMETERS Sds = 1.126, Sd1 = 0.75 SEISMIC DESIGN CATEGORY D PEAK GROUND ACCELERATION (PGAm)0.719 DESIGN CRITERIA ACI - AMERICAN CONCRETE INSTITUTE AL - ALUMINUM ASCE - AMERICAN SOCIETY OF CIVIL ENGINEERS CHK - CHECKERED CL - CENTERLINE CLR - CLEAR EA - EACH EF - EACH FACE EW - EACH WAY FB - FLAT BAR GR - GRADE HORZ - HORIZONTAL HDG - HOT-DIPPED GALVANIZED IBC - INTERNATIONAL BUILDING CODE LB - POUND LLV - LONG LEG VERTICAL MPH - MILES PER HOUR O.C. - ON CENTER PL - PLATE PJF - PREMOLDED JOINT FILLER PSF - POUNDS PER SQ FT RB - ROUND BAR RST - REINFORCING STEEL SST - STAINLESS STEEL T&B - TOP AND BOTTOM VERT - VERTICAL ABBREVIATIONS 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. APPLICABLE SPECIFICATIONS AND CODES ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, ASCE 7-16 AND ASCE 7-22 (MOST CONSERVATIVE VALUES TAKEN) AND THE 2021 INTERNATIONAL BUILDING CODE. GENERAL THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 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. APPLICABLE SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER IN WASHINGTON STATE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR APPROVAL. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. GENERAL DESIGN STANDARDS AND REFERENCES: GENERAL CONCRETE STRUCTURES: ACI 318-19 CONCRETE LIQUID HOLDING STRUCTURES: ACI 350-20 AND ACI 350.3-20 CONCRETE MIX DESIGNS: SPEC 3.31 STRUCTURAL CONCRETE:F'C = 4500 PSI SPEC 3.31.32 HYDRAULIC CONCRETE: F'C = 4500 PSI REINFORCING STEEL: FY = 60 KSI UNLESS NOTED OTHERWISE CONCRETE COVER PROTECTION UNLESS OTHERWISE NOTED: FOOTINGS AND OTHER UNIFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. . . . . . . . . . . .. 3" FORMED SURFACES EXPOSED TO EARTH (WALLS BELOW GRADE), WATER OR WEATHER (#6 BARS OR LARGER) . . . . . . . . . . 2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . . 2" SLABS AND INTERIOR FACES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" SEE DRAWINGS FOR EXCEPTIONS REINFORCING STEEL REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-18 AND 318-19. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE "REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE" - SEE THIS SHEET. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS PER STRUCTURAL DETAILS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL ENGINEER. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FORMWORK FORMWORK SHALL BE IN ACCORDANCE WITH ACI - 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". FORMS SHALL BE DESIGNED BY THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28 - DAY STRENGTH. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, AND SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE DRAWINGS. FORMS SHALL BE CLEAN AND FREE OF DEBRIS AND ALL WIRE TIES BENT AWAY FROM FINISHED SURFACES PRIOR TO CONCRETE INSTALLATION. CONCRETE ANCHORS REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE 300 TYP. REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE Ld, MINIMUM STRAIGHT DEVELOPMENT LENGTHS MINIMUM LAP SPLICE LENGTHS Ldh, MINIMUM HOOKED DEVELOPMENT LENGTHSBARBOT MIN BOT OTHER TOP MIN TOP OTHER CLASS B #3 21"27"27"35"1.3 x Ld 9" #4 28"36"36"47"1.3 x Ld 12" #5 35"45"45"59"1.3 x Ld 16" #6 42"54"54"70"1.3 x Ld 21" #7 60"79"78"102"1.3 x Ld 26" #8 69"90"90"117"1.3 x Ld 32" #9 78"101"101"132"1.3 x Ld 38" #10 89"114"114"148"1.3 x Ld 45" #11 97"127"126"164"1.3 x Ld 53" REFERENCE: ACI 318-19 CHAPTER 25 1.) REINFORCEMENT FY = 80 KSI, CONCRETE F'C = 4500 PSI 2.) REINFORCEMENT UNCOATED, NORMAL WEIGHT CONCRETE 3.) "MIN" IF: CLEAR SPACING OF BARS OR WIRES BEING DEVELOPED OR LAP SPLICED NOT LESS THAN BAR DIA., CLEAR COVER AT LEAST BAR DIA., AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN CODE MIN 4.) "OTHER" IF: DOES NOT MEET REQUIREMENTS FOR MIN DEVELOPMENT LENGTH 5.) "BOT" IF: LESS THAN 12" FRESH CONCRETE PLACED BELOW HORZ. REINFORCEMENT 6.) "TOP" IF: MORE THAN 12" FRESH CONCRETE PLACED BELOW HORZ. REINFORCEMENT 7.) CONTACT ENGINEER FOR ADJUSTED PARAMETERS CONCRETE ANCHORS HILTI HIT-RE 500-V3 AND SIMPSON STRONG-TIE AT-3G DIAMETER OF ROD [INCHES] OR REBAR SIZE NO. MIN EDGE DISTANCE [INCHES] MIN EMBEDMENT [INCHES] MIN ANCHOR SPACING [INCHES] ALLOWABLE LOAD BASED ON BOND STRENGTH [LBS] 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 3,616 #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 5 9 5 4,520 11,507 TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD IBC REFERENCE 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. ---X ACI 318 CH. 20, 25.2, 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 5/16"; AND X ACI 318: 26.5.4 --- 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 ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. X ACI 318: 17.8.2.4 --- B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A. X ACI 318: 17.8.2 5. VERIFY USE OF REQUIRED DESIGN MIX.---X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X --- "ASTM C 172 ASTM C 31 ACI 318: 26.4.5, 26.12" 1908.10 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X ---ACI 318: 26.4.5 1908.6, 1908.7, 1908.8 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. ---X ACI 318: 26.4.7-26.4.9 1908.9 9. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES; AND X ---ACI 318: 26.9.2.1 --- B. GROUTING OF BONDED PRESTRESSING TENDONS.X ---ACI 318: 26.9.2.3 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.---X ACI 318: CH. 26.8 --- 11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. ---X ACI 318: 26.10.2 --- 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. ---X ACI 318: 26.10.1(B)--- FOR SI: 1 INCH = 25.4 MM. 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 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 OF THE WORK. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 1 AND CHAPTER 17 OF THE IBC. 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. SPECIAL INSPECTIONS DF JM C Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - S 0 1 . D W G SHOWN S102 9 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S R E T A I N I N G WA L L P L A N A N D D E T A I L S CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 A S102 EQUIPMENT PAD DISTANCE BEYOND EQUIPMENT BOLTS AS REQUIRED BY GENERATOR MANUFACTURER, TYP. 303 TYP. NOTE: THE SIZE AND SPACING OF TYPICAL CORNER REINFORCING SHALL MATCH THE SIZE AND SPACING OF THE HORIZONTAL WALL REINFORCING. WHERE PERPENDICULAR WALLS HAVE DIFFERENT HORIZONTAL WALL REINFORCING, PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING WITH THE GREATEST AREA OF STEEL. TYPICAL CONCRETE WALL INTERSECTION / CORNER 304 TYP. LANDING PAD REINFORCING DETAIL 301 TYP. TYPICAL RETAINING WALL SECTION 1H 12V 2H 1V VARIES, SEE DWG NO. C103 303 S102 STAIR REINFORCEMENT SECTION B TYP. 501 S102 503 S102 CAST-IN-PLACE CONCRETE #4 DOWELS, EACH CORNER AND 18" O.C., 3" EMBEDMENT INTO FLOOR #4 @ 12" O.C. AT TOP FACE WITH 11 2" CLEAR COVER 3 4" CHAMFER, ALL OUTER EDGES MIN LAP MIN LAP HORIZONTAL WALL REINFORCEMENT, TYP. WALL REINFORCEMENT, TYP. CORNER BARS TO MATCH WALL REINFORCEMENT EXCEPT AS NOTED ON PLANS STD. HOOK, TYP.4" PER PLAN CAST-IN-PLACE CONCRETE LANDING. SLOPE PER DWG NO. C103 #3 @ 12" O.C., EACH WAY, CENTER OF SLAB. CAST-IN-PLACE CONCRETE, ROUGHEN FLOOR UNDER PAD PRIOR TO POURING PAD 6" MIN. 1'-0" VARIES, SEE DWG NO. C103 #5 @ 12" O.C., E.F., B.W., W/ 3" BOTTOM CLEAR COVER, 2" TYP. ALL OTHER LOCATIONS. TYP. IN TOE OF RETAINING WALL #5 @ 12" O.C., E.F., B.W. #5 @ 12" O.C., E.F., B.W., W/ 2" CLEAR COVER, TYP. IN KEY PROPOSED RETAINING WALL FOUNDATION (NORMAL WEIGHT CONCRETE, 150 PCF) MIN 12" THICK LAYER OF CSBC COMPACTED TO FIRM AND UNYIELDING CONDITION EXISTING SOIL, TYP. FOUNDATION DRAIN PIPE WRAPPED IN GEOTEXTILE FABRIC. ELEVATION VARIES, SEE DWG. NO. C103 DRAIN ROCK, 12" MIN. TOP THICKNESS VARIES BASED ON WALL HEIGHT, MAINTAIN SLOPE NOTED 1'-9" BOTTOM THICKNESS, ALL SIDES CONTRACTOR DESIGNED SHORING, AS REQUIRED. SEE GENERAL NOTES ON DWG NO. C102 FOR ABANDONMENT REQUIREMENTS. BACKFILL WITH DRAIN ROCK WHERE SHORING REMOVED.GUARDRAIL BASE PLATE GENERATOR EQUIPMENT PAD BOLLARD FOUNDATION 3'-6" BOLLARD 1 G001 228.00' STAIR LANDING PAD REINFORCING DETAIL 302 TYP. 11" PER PLAN CAST-IN-PLACE CONCRETE LANDING. NO SLOPE, PER DWG NO. C103#5 @ 12" O.C., EACH WAY, 3" COVER FROM TOP OF SLAB VERTICAL CONCRETE RETAINING WALL SHALL BE EQUAL TO SIKA SALT MARSH GRAY, TYP. ALL THREE SIDES A S102 A S102 BOLLARD FOOTING (BELOW SLAB), TYP.BOLLARD, TYP. OF 6 GUARDRAIL STAIR LANDING PAD 302 S102 LANDING PAD301 S102 MIN 6" OF CSBC UNDER ALL LANDINGS AND SLABS, COMPACTED TO FIRM AND UNYIELDING CONDITION, TYP. STRUCTURAL PLAN VIEW 4'-0", TYP. 21'-8" 12'-7" 8'-11" PREFABRICATED STAIR NOSINGS, TYP. EA. STEP #4 LONG BAR AT EACH NOSE #4 DOWEL EPOXY INTO IN EACH CORNER TYP. EMBED 4" MIN INTO TOE AND STAIRS CONCRETE TOE, SEE RETAINING WALL SECTION #4@ 12" O.C. E.W. 7" TYP. STAIR LANDING SEE PLAN VIEW, THIS SHEET MIN 12" THICK LAYER OF CSBC COMPACTED TO FIRM AND UNYIELDING CONDITION, TYP. 302 TYP. 3'-8" 2'-6" 3'-0" 232.04' 3/4" PJF AT COLD JOINTS BETWEEN STAIRS AND LANDINGS CONCRETE RETAINING WALL IN BACKGROUND 11" TYP. APPROX. 3'-6" TYP. LENGTH BOTH SIDESGENERATOR EQUIPMENT PAD RETAINING WALL 1 G001 501 S102 303 S102 STAIR RAIL, BOTH SIDES OF STAIRS 502 S102 B S102 B S102 CONCRETE CORNER REINFORCEMENT 304 S102 3/4" PJF APPROX. 2'-8" TYP. WIDTH BOTH SIDES FACE OF RETAINING WALL (WALL THICKNESS VARIES WITH HEIGHT) VARIES, SEE DWG NO. C103 FORM LINER ON FULL HEIGHT OF EXPOSED INTERIOR WALLS, SEE DWG NO. C103 GUARDRAIL BASE PLATE DETAIL501 TYP. STAIR RAIL 502 TYP. 503 TYP. CL 34" - 38" TO TOP OF HANDRAIL PER IBC 1014.2 5'-0" MAX SPACING, TYP 42" 4" 2" STD. GALV. STEEL PIPE GUARDRAIL, TYP 5 16" STEEL BAR @ 4" O.C. 4" TYP EDGE OF CONCRETE 4" MIN 1" 1 2" SST CONCRETE ANCHOR, TYP 4. EMBED 6" INTO CONCRETE 2" STD. GALV. STEEL PIPE GALV. STEEL PL 6"x6"x1 2" POST TO CONCRETE CONNECTION 503 TYP. CL GALV. STEEL 1/4" PL, 4" TALL TOEBOARD TOEBOARD TYP. NOTE: REFER TO DIVISION 9 IN THE TECHNICAL SPECIFICATIONS FOR GUARDRAIL AND STAIR RAIL COATING SYSTEM REQUIREMENTS. 42" TO TOP OF GUARDRAIL PER IBC 1015.3 503 TYP. TRANSITION FROM STAIR RAIL TO GUARDRAIL AT THE TOP LANDING. IF THE TRANSITION OF THE RAIL IS NOT CONTINUOUS, SPACING BETWEEN THE STAIR RAIL AND GUARDRAIL POST SHALL BE 4" OR LESS EDGE TO EDGE. NOTE: OBLIQUE VIEW OF RETAINING WALL IS INCLUDED IN THE APPENDIX OF THE SPECIFICATIONS. POST TO CONCRETE CONNECTION DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - E L E C 0 1 . D W G SHOWN E101 10 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S O N E - L I N E DI A G R A M 100/3 GND BUS 30/3100/3 480/277 - VOLTEXISTING PRIMARY SERVICE M KENSINGTON CREST LS ONE-LINE DIAGRAM EXISTING MOTOR CONTROL CENTER 480V, 3ɸ, 4W, "MCC" EXISTING UTILITY METER POWER METER MTS MANUAL TRANSFER SWITCH, "MTS" 240/120V PNL L EXISTING MAIN SERVICE DISCONNECT ATS AUTOMATIC TRANSFER SWITCH, "ATS" KIRK KEY INTERLOCK SYSTEM, TO BE REMOVED FROM MOTOR CONTROL CENTER EXISTING POWER HANDHOLE EXISTING SEAL-OFF, (TYPICAL) NEUTRAL 100/3 TM STANDBY GENERATOR GROUND PER N.E.C. EXISTING PAD-MOUNT TRANSFORMER 60KW 1. SEE DWG NO. E103 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. SEE DWG NO. E103 FOR ELECTRICAL EQUIPMENT SCHEDULE. ELECTRICAL NOTES WET WELL VAULT CLASS 1 DIVISION 1 AREA PUMP 1 EXISTING WET WELL PUMP 2 30/3 30/3 100/3 SE 480V 5KVA 1Ø, 3W 240/120V EXISTING GENERATOR RECEPTACLE, TO BE REMOVED AND RELOCATED EXISTING GENERATOR RECEPTACLE 2 1 7 2 1 8 2 1 9 2 2 0 2 2 1 2 2 2 2 2 3 2 2 4 2 2 5 2 2 6 2 2 7 2 2 8 2 2 9 2 3 0 2 3 1 23 2 23 3 23 4 23 5 23 6 23 7 2 3 8 2 3 9 2 4 0 2 4 1 2 4 2 2 4 3 2 4 4 245 246 2 3 0 225 219 218 217 216 215 214 213 212 2 2 2 2 2 3 2 2 4 2 2 6 2 2 7 2 2 8 2 2 9 2 3 1 2 3 2 2 3 3 KIRKLAND AVE SE DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - E L E C 0 2 . D W G SHOWN E102 11 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S E L E C T R I C A L SI T E P L A N PROPOSED ELECTRICAL SITE PLAN ELECTRICAL EQUIPMENT PEDESTAL A B 1. SEE DWG NO. E103 FOR CONDUIT AND CONDUCTOR SCHEDULE. ELECTRICAL NOTES STANDBY GENERATOR ELECTRICAL HAND HOLE EXISTING PANEL "L" EXISTING ELECTRICAL SERVICE EQUIPMENT EXISTING MOTOR CONTROL CENTER PROPOSED ELECTRICAL EQUIPMENT PEDESTAL LOCATION DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - E L E C 0 3 . D W G SHOWN E103 12 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S E L E C T R I C A L PL A N INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CONTROL CONDUIT AND CONDUCTOR SCHEDULE POWER CONDUIT AND CONDUCTOR SCHEDULE ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE EXISTING CONDUIT AND CONDUCTORS TO BE REMOVED. BELOW GRADE CONDUIT TO BE CAPPED AND ABANDONED. UTILIZE (1) SPARE 20 AMP, 1-POLE CIRCUIT BREAKER FOR GENERATOR BATTERY CHARGER. INSTALL CIRCUIT BREAKER AS NEEDED IF NO SPARE CIRCUIT BREAKERS EXIST. INSTALL (1) 20 AMP, 2-POLE CIRCUIT BREAKER FOR GENERATOR BLOCK HEATER. EXISTING KIRK KEY INTERLOCK SYSTEM, TO BE REMOVED. PLUG HOLES AS NEEDED. SEE KENSINGTON CREST LS ELECTRICAL SITE PLAN, DWG NO. E102, FOR CONTINUATION EXISTING GENERATOR DISCONNECT TO BE REMOVED. REPLACE EXISTING DOOR WITH NEW BLANK MANUFACTURER DOOR. NAMEPLATE SHALL READ AS "SPACE". ELECTRICAL EQUIPMENT PEDESTAL, SEE DWG NO. E104, FOR DETAILSREMOVE EXISTING POWER CONDUCTORS TO EXISTING FLOW METER AND ABANDON EXISTING CONDUIT. EXISTING CIRCUIT BREAKER TO REMAIN AND RELABELED AS SPARE. SEE KENSINGTON CREST LS ELECTRICAL SITE PLAN, DWG NO. E102, FOR CONTINUATION EXISTING ELECTRICAL ENCLOSURE CONTAINING, EXISTING MOTOR CONTROL CENTER AND EXISTING TELEMETRY PANEL. EXISTING PANEL "L" EXISTING UTILITY METER SEE DETAIL, DWG NO. E104 FOR CONTINUATION. EXISTING GENERATOR RECEPTACLE, TO BE REMOVED AND RELOCATED TO ELECTRICAL EQUIPMENT PEDESTAL. PATCH ENCLOSURE PENETRATIONS AND MAKE WEATHERPROOF. SEE KENSINGTON CREST LS ELECTRICAL SITE PLAN, DWG NO. E102, FOR CONTINUATION 1. CONTRACTOR SHALL ROUTE CONDUITS INTO MOTOR CONTROL CENTER BASED ON WIREWAYS INTERNAL TO THE MOTOR CONTROL CENTER. CONTRACTOR SHALL FIELD ADJUST ROUTING TO SUIT MOTOR CONTROL CENTER. CONTRACTOR SHALL PROVIDE JUNCTION BOXES AS NEEDED TO ACCOMMODATE MOTOR CONTROL CENTER CONDUIT PENETRATIONS. ELECTRICAL NOTES DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - E L E C 0 3 . D W G SHOWN E104 13 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S G E N E R A T O R AN D E L E C T R I C A L D E T A I L S GENERATOR AND FUEL TANK PLAN VIEW GENERATOR AND FUEL TANK SIDE ELEVATION VIEW SECURE GENERATOR AND FUEL TANK TO CONCRETE PAD PER MANUFACTURER'S INSTRUCTIONS 24-HOUR CAPACITY SUB BASE FUEL TANK GENERATOR WITH SOUND ATTENUATED HOUSING GENERATOR WITH SOUND ATTENUATED HOUSING APPROX. 3'-4" APPROX. 12'-10" A WIDTH AS NECESSARY AUTOMATIC TRANSFER SWITCH, "ATS"MANUAL TRANSFER SWITCH 1'-0" DIA. CAST IN PLACE CONCRETE PEDESTAL, TYP. FINISHED GRADE 2" 3'-0" 1'-0" (4) #4 VERT, EQUALLY SPACED 2" CLR, TYP. ALL AROUND #4 HOOPS @ 12" O.C. 30" MIN. 6'-0" CONNECT TO EXISTING GROUND SYSTEM BOND GROUND SYSTEM TO ELECTRICAL PEDESTAL ELECTRICAL EQUIPMENT PEDESTAL DETAIL 1-5/8" SST UNISTRUT. ATTACH UNISTRUT AS NECESSARY TO SUPPORT ELECTRICAL EQUIPMENT. SECURE ELECTRICAL EQUIPMENT TO UNISTRUT. 3" STD GALV STEEL POST WITH CAP, TYP. GENERATOR RECEPTACLE B CONTROL JUNCTION BOX NOTE: SEE DWG NO. S102 FOR CONCRETE PAD DETAILS NOTE: SEE DWG NO. S102 FOR CONCRETE PAD DETAILS EQUIPMENT PAD 303 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - K E N - E L E C 0 3 . D W G SHOWN E105 14 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: KE N S I N G T O N C R E S T L S T E L E M E T R Y MO D I F I C A T I O N S EXISTING DIGITAL INPUTS, SLOT 3 EXISTING DIGITAL INPUTS, SLOT 4 1. EXISTING EQUIPMENT OR CONNECTION. 2. PROPOSED EQUIPMENT OR CONNECTION. 3. FUTURE EQUIPMENT OR CONNECTION. ELECTRICAL NOTES CONNECT PROPOSED INPUTS TO DEDICATED SLOTS IN EXISTING TELEMETRY PANEL NE 10TH ST JD EH Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - W E D - C 0 1 . D W G SHOWN C201 15 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: WE D G E W O O D L S E X I S T I N G SI T E A N D D E M O L I T I O N P L A N EXISTING SITE AND DEMOLITION PLAN CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 EXISTING WET WELL VENT ABOVE GRADE VENT RISER AND GOOSENECK TO BE REMOVED. 1 1 STRAW WATTLE, TYP WET WELL 8" PVC VENT BELOW GRADE TO BE ABANDONED IN PLACE. PLUG PIPE INSIDE WET WELL WITH CHERNE PLUG AND FILL PIPE WITH CLSM TO EXISTING GROUND SURFACE. ASPHALT, TO BE REMOVED TO SUBGRADE, TYP. SILT FENCE, TYP.3 "NO PARKING" SIGN AND POST TO BE RELOCATED. MAINTAIN TRAIL ACCESS AT ALL TIMES SAWCUT EXISTING ASPHALT, TYP. "NO PARKING" SIGN AND POST, TO BE RELOCATED REMOVE ABOVE-GRADE VENT ASSEMBLY CONCRETE PAD, TO BE REMOVED NE 10TH ST ABOVE-GRADE VENT ASSEMBLY STANDBY GENERATOR WITH CONCRETE PAD BOLLARD, TYP. OF 4 VENT CONCRETE COLLAR N: 184843.43 E: 1315780.06 N: 184833.55 E: 1315779.19 BOLLARD FOOTING (BELOW SLAB), TYP. JD EH Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - W E D - C 0 2 . D W G SHOWN C202 16 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: WE D G E W O O D L S P R O P O S E D SI T E P L A N PROPOSED SITE PLAN CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 A A 8" SCHEDULE 40 PVC PIPE, APPROX. LENGTH 6'-8" TO PIPE CL AEXISTING WET WELL SECTION CORE SHALL BE MINIMUM 12" FROM EXISTING VERTICAL WALL. LINK SEAL AT CORE RISER AND GOOSENECK ASSEMBLY, ANCHOR TO CONCRETE COLLAR, WET WELL VENT SECTION DETAIL THIS SHEET. CL 8" SCHEDULE 40 PVC 90° ELBOW CONCRETE COLLAR ELECTRICAL EQUIPMENT PEDESTAL, FIELD CONFIRM LOCATION WITH CITY 8" SCHEDULE 40 PVC PIPE, APPROX. LENGTH 3'-5" TO PIPE CL, TERMINATE AT GRADE 2 REPLACE PAVEMENT AND CONCRETE SURFACE TO EXISTING OR BETTER CONDITION, APPROX. 400 SQ. FT., PER DETAIL ON DWG NO. G001. RELOCATED "NO PARKING" SIGN AND POST TO BOLLARD. PROVIDE STAINLESS STEEL STRAPS AS NEEDED TO SECURE POST TO BOLLARD. 4'-0" MIN. TYP. 4'-0" TYP. 4'-0" TYP.WET WELL VENT SECTION DETAIL COVER PVC VENT STUB-UP AND FASTEN TO COLLAR WITH SST CONCRETE ANCHOR, MATCHING EXISTING SIZE. EMBED 6", TYP. OF 4. SST RISER AND GOOSENECK ASSEMBLY. 2'x2'x1' CONCRETE COLLAR SEAL COAT EXISTING AND PROPOSED ASPHALT, APPROX. 1520 SQ. FT. NOTE: FOR SEAL COAT IMPROVEMENTS, REFER TO DIVISION 2 IN THE TECHNICAL SPECIFICATIONS FOR COORDINATION WITH OWNER ON SCHEDULING WORK. SCREEN, MATCH EXISTING SST SQUARE BOTTOM FLANGE NOTE: FIELD VERIFY AND MATCH EXISTING DIMENSIONS DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - W E D - E L E C 0 1 . D W G SHOWN E201 17 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: WE D G E W O O D L S O N E - L I N E D I A G R A M 150/3 SE GND BUS 30/3 480V 5KVA, 1Ø, 3W 240/120V 100/3480/277 - VOLTEXISTING PRIMARY SERVICE M WEDGEWOOD LS ONE-LINE DIAGRAM EXISTING MOTOR CONTROL CENTER 480V, 3ɸ, 4W, "MCC" EXISTING UTILITY METER POWER METER EXISTING GENERATOR RECEPTACLE MTS MANUAL TRANSFER SWITCH, "MTS" 240/120V PNL L ATS KIRK KEY INTERLOCK SYSTEM, TO BE REMOVED FROM MOTOR CONTROL CENTER NEUTRAL 150/3 TM STANDBY GENERATOR GROUND PER N.E.C. EXISTING PAD-MOUNT TRANSFORMER 125KW EXISTING POWER HANDHOLE EXISTING SEAL-OFF, (TYPICAL) PU M P 1 PU M P 2 EXISTING WET WELL PU M P T 50/3 50/3 10/3 150/3 AUTOMATIC TRANSFER SWITCH, "ATS"EXISTING GENERATOR RECEPTACLE, TO BE REMOVED AND RELOCATED 1. SEE DWG NO. E203 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. SEE DWG NO. E203 FOR ELECTRICAL EQUIPMENT SCHEDULE. ELECTRICAL NOTES WET WELL VAULT CLASS 1 DIVISION 1 AREA NE 10TH ST DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - W E D - E L E C 0 2 . D W G SHOWN E202 18 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: WE D G E W O O D L S E L E C T R I C A L S I T E PL A N PROPOSED ELECTRICAL SITE PLAN ELECTRICAL EQUIPMENT PEDESTAL EXISTING MCC STANDBY GENERATOR B 1. SEE DWG NO. E203 FOR CONDUIT AND CONDUCTOR SCHEDULE. ELECTRICAL NOTES A DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - W E D - E L E C 0 3 . D W G SHOWN E203 19 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: WE D G E W O O D L S E L E C T R I C A L P L A N EXISTING PANEL "L" EXISTING ELECTRICAL SERVICE EQUIPMENT EXISTING MOTOR CONTROL CENTER PROPOSED ELECTRICAL EQUIPMENT PEDESTAL LOCATION CONTROL CONDUIT AND CONDUCTOR SCHEDULE POWER CONDUIT AND CONDUCTOR SCHEDULE UTILIZE (1) SPARE 20 AMP, 1-POLE CIRCUIT BREAKER FOR GENERATOR BATTERY CHARGER. INSTALL (1) 20 AMP, 2-POLE CIRCUIT BREAKER FOR GENERATOR BLOCK HEATER. REMOVE EXISTING SPARE CIRCUIT BREAKERS AS NEEDED TO ACCOMMODATE PROPOSED 2-POLE CIRCUIT BREAKER. EXISTING KIRK KEY INTERLOCK SYSTEM, TO BE REMOVED. PLUG HOLES AS NEEDED. EXISTING GENERATOR DISCONNECT TO BE REMOVED. REPLACE EXISTING DOOR WITH NEW BLANK MANUFACTURER DOOR. NAMEPLATE SHALL READ AS "SPACE". EXISTING UTILITY METER ELECTRICAL EQUIPMENT PEDESTAL, SEE DWG NO. E204, FOR DETAILS SEE DETAIL, DWG NO. E204 FOR CONTINUATION. SEE WEDGEWOOD LS ELECTRICAL SITE PLAN, DWG NO. E202, FOR CONTINUATION EXISTING ELECTRICAL ENCLOSURE CONTAINING, EXISTING MOTOR CONTROL CENTER AND EXISTING TELEMETRY PANEL. ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE SEE WEDGEWOOD LS ELECTRICAL SITE PLAN, DWG NO. E202, FOR CONTINUATION DISCONNECT AND REMOVE EXISTING CONDUCTORS AND CONDUIT BETWEEN UTILITY METER AND "NORMAL POWER" DISCONNECT SWITCH. SEAL ENCLOSURE PENETRATIONS FROM REMOVED CONDUIT AND MAKE WEATHERPROOF. REMOVE EXISTING 25 AMP, 2-POLE MAIN CIRCUIT BREAKER AND REPLACE WITH PROPOSED 100 AMP, 2-POLE MAIN CIRCUIT BREAKER EXISTING GENERATOR RECEPTACLE, TO BE REMOVED AND RELOCATED TO ELECTRICAL EQUIPMENT PEDESTAL. PATCH ENCLOSURE PENETRATIONS AND MAKE WEATHERPROOF. DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - W E D - E L E C 0 3 . D W G SHOWN E204 20 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: WE D G E W O O D L S G E N E R A T O R A N D EL E C T R I C A L D E T A I L S GENERATOR AND FUEL TANK PLAN VIEW 1'-0" (TYP. OF 3 SIDES) GENERATOR AND FUEL TANK SIDE ELEVATION VIEW #5 @ 12" O.C. EW T&B CONCRETE PAD, 2% SLOPE AWAY FROM GENERATOR SECURE GENERATOR AND FUEL TANK TO CONCRETE PAD PER MANUFACTURER'S INSTRUCTIONS 24-HOUR CAPACITY SUB BASE FUEL TANK GENERATOR WITH SOUND ATTENUATED HOUSING MIN 12" CRUSHED SURFACING COMPACTED TO FIRM AND UNYIELDING CONDITION 2" CLR. 3" CLR. PROOF ROLLED NATIVE SOIL GENERATOR WITH SOUND ATTENUATED HOUSING APPROX. 3'-5" WIDTH AS NECESSARY AUTOMATIC TRANSFER SWITCH, "ATS"MANUAL TRANSFER SWITCH 1'-0" DIA. CAST IN PLACE CONCRETE PEDESTAL, TYP. FINISHED GRADE 2" 3'-0" 1'-0" (4) #4 VERT, EQUALLY SPACED 2" CLR, TYP. ALL AROUND #4 HOOPS @ 12" O.C. 30" MIN. 6'-0" CONNECT TO EXISTING GROUND SYSTEM BOND GROUND SYSTEM TO ELECTRICAL PEDESTAL ELECTRICAL EQUIPMENT PEDESTAL DETAIL 1-5/8" SST UNISTRUT. ATTACH UNISTRUT AS NECESSARY TO SUPPORT ELECTRICAL EQUIPMENT. SECURE ELECTRICAL EQUIPMENT TO UNISTRUT. 3" STD GALV STEEL POST WITH CAP, TYP. GENERATOR RECEPTACLE VARIES 1" TO 4" A B CONTROL JUNCTION BOX NOTE: 3/4" PJF REQUIRED AT ALL COLD JOINTS EXISTING ASPHALT MIN 6" CRUSHED SURFACING COMPACTED TO FIRM AND UNYIELDING CONDITION PROPOSED ASPHALT 1'-0" SEE DWG. NO C202 APPROX. 15'-0" DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - W E D - E L E C 0 3 . D W G SHOWN E205 21 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: WE D G E W O O D L S T E L E M E T R Y MO D I F I C A T I O N S EXISTING DIGITAL INPUTS, SLOT 3 EXISTING DIGITAL INPUTS, SLOT 4 1. EXISTING EQUIPMENT OR CONNECTION. 2. PROPOSED EQUIPMENT OR CONNECTION. 3. FUTURE EQUIPMENT OR CONNECTION. ELECTRICAL NOTES CONNECT PROPOSED INPUTS TO DEDICATED SLOTS IN EXISTING TELEMETRY PANEL JD MC C B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S H Y - C 0 1 . D W G SHOWN C301 22 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: SH Y C R E E K L S P R O P O S E D S E A L CO A T I N G S I T E P L A N CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 PROPOSED SEAL COATING SITE PLAN NOTE: THE LIFT STATION SITE WAS NOT SURVEYED AND A SITE PLAN FROM A PREVIOUS PROJECT IS INCLUDED FOR REFERENCE. DEVIATIONS MAY EXIST AND THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS FOR QUANTITIES. PROPOSED WORK ONLY INCLUDES SEAL COATING. ANY REFERENCES TO OTHER PROPOSED WORK ON THIS SHEET ARE NOT INCLUDED IN THIS PROJECT'S SCOPE OF WORK. REFER TO DIVISION 2 IN THE TECHNICAL SPECIFICATIONS FOR COORDINATION WITH OWNER ON SCHEDULING OF WORK. SEAL COAT EXISTING ASPHALT, APPROX. 1170 SQ FT. DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S H Y - E L E C 0 1 . D W G SHOWN E301 23 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: SH Y C R E E K L S E L E C T R I C A L P L A N EXISTING TELEMETRY PANEL EXTERIOR EXISTING TELEMETRY PANEL INTERIOR 1. COORDINATE TELEMETRY PANEL REMOVAL AND NECESSARY SHUTDOWN PERIOD WITH OWNER BEFOREHAND; 5 WORKING DAYS NOTICE REQUIRED. SHUTDOWN DURATION SHALL NOT EXCEED 5 CALENDAR DAYS. 2. CONTRACTOR SHALL DISCONNECT ALL EXISTING CONDUCTORS AND CONDUITS FROM THE EXISTING TELEMETRY PANEL (RTU) AND REMOVE THE EXISTING RTU FROM ITS LOCATION TO MAKE SPACE FOR INSTALLATION OF THE PROPOSED RTU. EACH EXISTING CONDUCTOR SHALL BE LABELED PRIOR TO DISCONNECTING FROM THE RTU TO AID IN THE INSTALLATION OF THE PROPOSED RTU. 3. OWNER SHALL BE PROVIDED OPPORTUNITY TO REMOVE AND RETAIN ANY EQUIPMENT FROM EXISTING TELEMETRY PANEL. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL EQUIPMENT NOT RETAINED BY OWNER. 4. CONTRACTOR SHALL REVIEW TELEMETRY PANEL DRAWINGS AND LAND EXISTING AND PROPOSED CONDUCTORS IN TELEMETRY PANEL. 5. INSTALL PROPOSED RTU IN THE SAME LOCATION AS THE EXISTING RTU AND EXTEND ALL EXISTING CONDUITS TO THE PROPOSED RTU. CONTRACTOR SHALL MODIFY EXISTING CONDUIT AND INSTALL NEW CONDUIT AS NECESSARY TO REROUTE CONDUIT INTO THE PROPOSED TELEMETRY PANEL BASED ON THE PANEL SIZING. TELEMETRY PANEL INSTALLATION NOTES EXISTING TELEMETRY PANEL TO BE REMOVED (SEE NOTE 3). INSTALL PROPOSED TELEMETRY PANEL IN SAME LOCATION AS EXISTING TELEMETRY PANEL WITH STAINLESS STEEL MOUNTING HARDWARE. EXISTING CONDUITS TO BE TERMINATED AT PROPOSED TELEMETRY PANEL, TYPICAL OF ALL CONDUITS ENTERING EXISTING TELEMETRY PANEL AND POWER ENCLOSURE. ALL INCOMING AND OUTGOING CIRCUITS TO BE DISCONNECTED FROM EXISTING TELEMETRY PANEL AND RE-TERMINATED INSIDE PROPOSED TELEMETRY PANEL. REMOVE EXISTING ETHERNET RADIO AND INSTALL IN PROPOSED RTU. SEE DWG NO. E303 FOR DETAILS. RECONNECT EXISTING ANTENNA TO PROPOSED SURGE ARRESTOR USING EXISTING COAXIAL CABLE. EXTEND EXISTING COAXIAL CABLE AS NECESSARY TO REACH PROPOSED SURGE ARRESTOR IN PROPOSED RTU. DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S H Y - E L E C 0 2 . D W G SHOWN E302 24 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: SH Y C R E E K L S R T U P A N E L L A Y O U T RTU PANEL LAYOUT SHY CREEK LIFT STATION CONTROL PANEL NEMA TYPE 12 12" DEEP ENCLOSURE OPERATOR INTERFACE. LOCATE OPERATOR INTERFACE 5'-0" ABOVE FINISHED GRADE. NAME PLATE WARNING LABEL WARNING 120 VAC KEEP OUT HANDLE 1. CONTRACTOR SHALL CONFIRM ALL PANEL DIMENSIONS IN FIELD PRIOR TO FABRICATION DUE TO POTENTIAL INSTALLATION DIFFERENCES AND FIELD CONSTRAINTS. ELECTRICAL NOTES CO M P A C T L O G I X 5 3 7 0 L 1 P L C MO D E L N O . 1 7 6 9 - L 1 8 E R - B B 1 B OPERATOR INTERFACE ETHERNET SWITCH COMMUNICATIONS LAYOUT 8 P T D I G I T A L I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I B 8 8 P T D I G I T A L I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I B 8 8 P T D I G I T A L I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I B 8 8 P T D I G I T A L I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I B 8 4 P T A N A L O G I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I E 4 C L4 4CB 120P 20A 1CB GND PROTECTOR LINE SURGEL N 120N 24VDC POWER SUPPLY 10CB L N N2 L10 120 VAC 1PH 60HZ 20A 3CB L3 LIGHT L2 L5 5CB SPARE + 24P 24N POWER LAYOUT L1 N1 L2 N2 2CB BATTERY DC OUT DC IN UPS 24 VDC BATTERY DC OUT DC IN + +- - - CB BAT PANEL HEATER N5 AC POWER FAIL N3 N4 N10 FLOWMETER 7CB L7 N7 8CB L8 N8 COMPACTLOGIX 1769-L18ER 24P1 24VDC TO 24VDC POWER SUPPLY DC OUT DC IN DC OUT DC IN + +- - ETHERNET SWITCH24P3 OPERATOR INTERFACE24P4 SPARE 9CB L9 N9 24P2 COOLING FANS N6L6 6CB 24P 24N ETHERNET RADIO24P5 PLC INPUTS/OUTPUTS24P6 BACKUP FLOATS24P7 SPARE24P8 SPARE24P9 COMPACTLOGIX 5370 L1 PLC BASE, MODEL NO. 1769-L18ER-BB1B CAT 5E ETHERNET CABLE CAT 5E ETHERNET CABLE EXISTING ETHERNET RADIO SURGE ARRESTOR EXISTING ANTENNA CAT 5E ETHERNET CABLE COAXIAL CABLE EXISTING COAXIAL CABLE 12CB 14CB 15CB 13CB DPF CR 16CB 18CB 17CB 19CB 20CB 11CB DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S H Y - E L E C 0 2 . D W G SHOWN E303 25 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: SH Y C R E E K L S P O W E R & CO M M U N I C A T I O N S D I A G R A M DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S H Y - E L E C 0 2 . D W G SHOWN E304 26 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: SH Y C R E E K L S I N P U T A N D O U T P U T WI R I N G 1 DIGITAL INPUTS, BASE UNIT DIGITAL OUTPUTS, BASE UNIT 1. EXISTING EQUIPMENT OR CONNECTION. 2. PROPOSED EQUIPMENT OR CONNECTION. 3. FUTURE EQUIPMENT OR CONNECTION. ELECTRICAL NOTES DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S H Y - E L E C 0 2 . D W G SHOWN E305 27 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: SH Y C R E E K L S I N P U T A N D O U T P U T WI R I N G 2 DIGITAL INPUTS, SLOT 3 DIGITAL INPUTS, SLOT 2 DIGITAL INPUTS, SLOT 1 DIGITAL INPUTS, SLOT 4 1. EXISTING EQUIPMENT OR CONNECTION. 2. PROPOSED EQUIPMENT OR CONNECTION. 3. FUTURE EQUIPMENT OR CONNECTION. ELECTRICAL NOTES INTRUSION SWITCHES WIRED IN PARALLEL DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S H Y - E L E C 0 2 . D W G SHOWN E306 28 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: SH Y C R E E K L S I N P U T A N D O U T P U T WI R I N G 3 ANALOG INPUTS, SLOT 5 1. EXISTING EQUIPMENT OR CONNECTION. 2. PROPOSED EQUIPMENT OR CONNECTION. 3. FUTURE EQUIPMENT OR CONNECTION. ELECTRICAL NOTES DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S H Y - E L E C 0 2 . D W G SHOWN E307 29 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: SH Y C R E E K L S C O N T R O L L O G I C DI A G R A M S BACK-UP FLOAT AND PUMP CONTROL JD MC C B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - C 0 1 . D W G SHOWN C401 30 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S P R O P O S E D S E A L CO A T I N G S I T E P L A N CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 PROPOSED SEAL COATING SITE PLAN SEAL COAT EXISTING AND PROPOSED ASPHALT, APPROX. 1710 SQ. FT. NOTE: THE LIFT STATION SITE WAS NOT SURVEYED AND A SITE PLAN FROM A PREVIOUS PROJECT IS INCLUDED FOR REFERENCE. DEVIATIONS MAY EXIST AND THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS FOR QUANTITIES. PROPOSED WORK ONLY INCLUDES ASPHALT REMOVAL/REPLACEMENT, SEAL COATING, AND VALVE VAULT IMPROVEMENTS. ANY REFERENCES TO OTHER PROPOSED WORK ON THIS SHEET ARE NOT INCLUDED IN THIS PROJECT'S SCOPE OF WORK. REFER TO DIVISION 2 IN THE TECHNICAL SPECIFICATIONS FOR COORDINATION WITH OWNER ON SCHEDULING OF WORK. PROPOSED VALVE VAULT IMPROVEMENTS, SEE DWG NO. S401 SAWCUT AND REMOVE EXISTING ASPHALT TO SUBGRADE. REPLACE ASPHALT PAVEMENT, APPROX. 500 SQ. FT., PER DETAIL ON DWG NO. G001. FINAL GRADE TO MATCH EXISTING DF MC C B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - S 0 1 . D W G SHOWN S401 31 38 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S P R O P O S E D ST R U C T U R A L P L A N VALVE VAULT PLAN VALVE VAULT SECTION GRATING SUPPORT, TYP. 1" ALUMINUM GRATING, TYP. 2% MIN, TYP. NOTES 1. PROVIDE TEMPORARY SUPPORT FOR FORCE MAIN PIPING DURING CONSTRUCTION AS THE STATION WILL REMAIN OPERATIONAL 2. REUSE AND MODIFY EXISTING PIPE SUPPORTS AND COMPONENTS WHERE POSSIBLE. PROVIDE ADDITIONAL OR NEW MATERIALS AS NECESSARY PER PIPE SUPPORT DETAIL ON DWG. NO. G001 3. PROPOSED ALUMINUM LADDER SHOULD NOT BE CAST INTO THE PROPOSED CONCRETE. LADDER SHALL COMPLY WITH OSHA LADDER REQUIREMENTS INCLUDING LADDER CAPACITY AND RUNG CLEARANCES. 4. MODIFY GRATING AND ADD CUT OUTS AS NECESSARY FOR EXISTING ELECTRICAL CONDUIT AND ACCESS HATCH GUTTER DRAIN PIPES. PROVIDE 1" CLEARANCE FROM PIPE AND CONDUITS. REMOVE EXISTING LADDER. REPLACE WITH PROPOSED LADDER, DETAIL THIS SHEET. SEE NOTE 3 ON THIS PAGE. 2% MIN, TYP. 2% MIN, TYP. GRATING SUPPORT DETAIL 1" MIN BEARING12" CONCRETE ANCHOR @ 2'-0" O.C. WITH 3" EMBEDMENT L2x3x1 4", LLV GRATING 501 S401 501 S401 EXISTING PRE-CAST CONCRETE VALVE VAULT NO. 814-LA. FIELD VERIFY DIMENSIONS, CONCRETE TO STOP AT EDGE OF EXISTING SUMP PUMP TRENCH AS SHOWN ON SECTION VIEW, THIS SHEET CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CUT GRATING AS NECESSARY PER NOTES THIS SHEET, TYP. APPROX. 8' APPROX. 2' TYP TYP 3/16" 12"2" TYP. 7" 7" MIN.18" 12" NOTES: 1. LADDERS SHALL BE ALUMINUM. 2. LADDER SHALL MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 LADDER DETAIL ACCESS HATCH LIMITS PLAN PROFILE PROVIDE ADDITIONAL DIAGONAL/BRACKETS AT TOP CONNECTION HATCH CURB OPENING 5 8" CONCRETE ANCHORS, (TYP.) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE WITH 5 8" CONCRETE ANCHORS STRINGERS, FB 21 2"X1 2" LADDER RAILS, PUNCH TO RECEIVE RUNGS SST LADDER SAFETY POST, BILCO LADDER-UP OR EQUAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BAR 3", 21 2"x1 2" BRACKETS T&B, 8' O.C. MAX. VERTICAL SPACING CONCRETE WALL/RISER 1" DIA. RUNGS, EQUALLY SPACED VERTICALLY @ 12" O.C. 502 S401 6" EXISTING PIPE SUPPORTS TO BE REMOVED AND REINSTALLED, SEE NOTES 1 AND 2 ON THIS PAGE #4 @ 12" O.C., E.W., CENTERED IN PROPOSED CONCRETE SLAB. MIN 1-1 2" BAR COVER FROM EXISTING VAULT BOTTOM AND SIDE WALLS, AND PROPOSED SLAB TOP AND WALL CONCRETE FILL TO FORM SUMP FOR PUMP 502 S401 REMOVE AND REPLACE EXISTING LADDER DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - E L E C 0 1 . D W G SHOWN E401 32 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S E L E C T R I C A L P L A N 1. COORDINATE TELEMETRY PANEL REMOVAL AND NECESSARY SHUTDOWN PERIOD WITH OWNER BEFOREHAND; 5 WORKING DAYS NOTICE REQUIRED. SHUTDOWN DURATION SHALL NOT EXCEED 5 CALENDAR DAYS. 2. CONTRACTOR SHALL DISCONNECT ALL EXISTING CONDUCTORS AND CONDUITS FROM THE EXISTING TELEMETRY PANEL (RTU) AND REMOVE THE EXISTING RTU FROM ITS LOCATION TO MAKE SPACE FOR INSTALLATION OF THE PROPOSED RTU. EACH EXISTING CONDUCTOR SHALL BE LABELED PRIOR TO DISCONNECTING FROM THE RTU TO AID IN THE INSTALLATION OF THE PROPOSED RTU. 3. OWNER SHALL BE PROVIDED OPPORTUNITY TO REMOVE AND RETAIN ANY EQUIPMENT FROM EXISTING TELEMETRY PANEL. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL EQUIPMENT NOT RETAINED BY OWNER. 4. CONTRACTOR SHALL REVIEW TELEMETRY PANEL DRAWINGS AND LAND EXISTING AND PROPOSED CONDUCTORS IN TELEMETRY PANEL. 5. INSTALL PROPOSED RTU IN THE SAME LOCATION AS THE EXISTING RTU AND EXTEND ALL EXISTING CONDUITS TO THE PROPOSED RTU. CONTRACTOR SHALL MODIFY EXISTING CONDUIT AND INSTALL NEW CONDUIT AS NECESSARY TO REROUTE CONDUIT INTO THE PROPOSED TELEMETRY PANEL BASED ON THE PANEL SIZING. 6. ALL INCOMING AND OUTGOING CIRCUITS TO BE DISCONNECTED FROM EXISTING TELEMETRY PANEL AND RETERMINATED INSIDE PROPOSED TELEMETRY PANEL. 7. DISCONNECT EXISTING SIERRA WIRELESS MODEM FROM EXISTING TELEMETRY PANEL AND RECONNECT TO PROPOSED TELEMETRY PANEL. SEE DWG NO. E403 FOR POWER AND COMMUNICATIONS CONNECTIONS. TELEMETRY PANEL INSTALLATION NOTES EXISTING TELEMETRY PANEL TO BE REMOVED (SEE NOTE 3). INSTALL PROPOSED TELEMETRY PANEL IN SAME LOCATION AS EXISTING TELEMETRY PANEL WITH STAINLESS STEEL MOUNTING HARDWARE. EXISTING CONDUITS TO BE TERMINATED AT PROPOSED TELEMETRY PANEL, TYPICAL OF ALL CONDUITS ENTERING EXISTING TELEMETRY PANEL. EXISTING TELEMETRY POWER ENCLOSURE TO BE REMOVED AND RETURNED TO OWNER. ALL INCOMING AND OUTGOING CIRCUITS TO BE DISCONNECTED FROM EXISTING TELEMETRY POWER ENCLOSURE AND RE-TERMINATED INSIDE PROPOSED TELEMETRY PANEL. EXISTING TELEMETRY PANEL EXTERIOR DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - E L E C 0 2 . D W G SHOWN E402 33 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S R T U P A N E L L A Y O U T RTU PANEL LAYOUT STONEGATE LIFT STATION CONTROL PANEL NEMA TYPE 12 12" DEEP ENCLOSURE OPERATOR INTERFACE. LOCATE OPERATOR INTERFACE 5'-0" ABOVE FINISHED GRADE. NAME PLATE WARNING LABEL WARNING 120 VAC KEEP OUT HANDLE 1. CONTRACTOR SHALL CONFIRM ALL PANEL DIMENSIONS IN FIELD PRIOR TO FABRICATION DUE TO POTENTIAL INSTALLATION DIFFERENCES AND FIELD CONSTRAINTS. ELECTRICAL NOTES CO M P A C T L O G I X 5 3 7 0 L 1 P L C MO D E L N O . 1 7 6 9 - L 1 8 E R - B B 1 B OPERATOR INTERFACE ETHERNET SWITCH COMMUNICATIONS LAYOUT 8 P T D I G I T A L I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I B 8 8 P T D I G I T A L I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I B 8 8 P T D I G I T A L I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I B 8 8 P T D I G I T A L I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I B 8 4 P T A N A L O G I N P U T M O D U L E MO D E L N O . 1 7 3 4 - I E 4 C L4 4CB 120P 20A 1CB GND PROTECTOR LINE SURGEL N 120N 24VDC POWER SUPPLY 10CB L N N2 L10 120 VAC 1PH 60HZ 20A 3CB L3 LIGHT L2 L5 5CB SPARE + 24P 24N POWER LAYOUT L1 N1 L2 N2 2CB BATTERY DC OUT DC IN UPS 24 VDC BATTERY DC OUT DC IN + +- - - CB BAT PANEL HEATER N5 AC POWER FAIL N3 N4 N10 FLOWMETER 7CB L7 N7 8CB L8 N8 COMPACTLOGIX 1769-L18ER 24P1 24VDC TO 24VDC POWER SUPPLY DC OUT DC IN DC OUT DC IN + +- - ETHERNET SWITCH24P3 OPERATOR INTERFACE24P4 SPARE 9CB L9 N9 24P2 COOLING FANS N6L6 6CB 24P 24N ETHERNET RADIO24P5 PLC INPUTS/OUTPUTS24P6 BACKUP FLOATS24P7 SPARE24P8 SPARE24P9 COMPACTLOGIX 5370 L1 PLC BASE, MODEL NO. 1769-L18ER-BB1B CAT 5E ETHERNET CABLE CAT 5E ETHERNET CABLE EXISTING ETHERNET RADIO SURGE ARRESTOR EXISTING ANTENNA CAT 5E ETHERNET CABLE COAXIAL CABLE EXISTING COAXIAL CABLE 12CB 14CB 15CB 13CB DPF CR 16CB 18CB 17CB 19CB 20CB 11CB DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - E L E C 0 2 . D W G SHOWN E403 34 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S P O W E R & CO M M U N I C A T I O N S D I A G R A M DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - E L E C 0 2 . D W G SHOWN E404 35 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S I N P U T A N D O U T P U T WI R I N G 1 DIGITAL OUTPUTS, BASE UNIT 1. EXISTING EQUIPMENT OR CONNECTION. 2. PROPOSED EQUIPMENT OR CONNECTION. 3. FUTURE EQUIPMENT OR CONNECTION. ELECTRICAL NOTES DIGITAL INPUTS, BASE UNIT DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - E L E C 0 2 . D W G SHOWN E405 36 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S I N P U T A N D O U T P U T WI R I N G 2 DIGITAL INPUTS, SLOT 3 DIGITAL INPUTS, SLOT 4 1. EXISTING EQUIPMENT OR CONNECTION. 2. PROPOSED EQUIPMENT OR CONNECTION. 3. FUTURE EQUIPMENT OR CONNECTION. ELECTRICAL NOTES INTRUSION SWITCHES WIRED IN PARALLEL DIGITAL INPUTS, SLOT 1 DIGITAL INPUTS, SLOT 2 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - E L E C 0 2 . D W G SHOWN E406 37 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S I N P U T A N D O U T P U T WI R I N G 3 ANALOG INPUTS, SLOT 5 1. EXISTING EQUIPMENT OR CONNECTION. 2. PROPOSED EQUIPMENT OR CONNECTION. 3. FUTURE EQUIPMENT OR CONNECTION. ELECTRICAL NOTES DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 CI T Y O F R E N T O N LI F T S T A T I O N A N D F O R C E M A I N IM P R O V E M E N T S - P H A S E 4 MB D MW B Ju n 2 4 , 2 0 2 5 Ju n 2 4 , 2 0 2 5 RE N 11 7 - 0 3 7 RE N L S 4 - D - S T G - E L E C 0 2 . D W G SHOWN E407 38 38 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST O N E G A T E L S C O N T R O L L O G I C DI A G R A M S BACK-UP FLOAT AND PUMP CONTROL