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Home My WebLink AboutPLANS - 19-00419 - 525 N 5th W - Waste Water Treatment Plant Restroom�- OCAT'ION CITY OF REXBURG PROJECT LOCATION MAP WWTP-01-19 CITY OF REXBUR WWTP RESTROOM 2019 IUXIB'X4" CONCRETE PAD W/6" OF j" BASE I PG 2 rY{{y PG ELEVATION VIEW PG 4 PLAN VIEWS PG STRUCTUREDLPP PG ELECTRICAL JJ� (L C N 0. moiz E p N Q g � W o� a GENERAL NOTES: 1- ` —9 �mm'- of r� c @ or supervised by a State of O a� 20 Licensed Electrician. a 2. All plumbing to be perfor m or supervised by a State o o Licensed Plumber. ' 3. All other materials shall be provided by Contractor. 4. Elevation to be determined in field. WIN ��'WIII��III�IIG� CITY OF REXBURG PROJECT LOCATION MAP WWTP-01-19 CITY OF REXBUR WWTP RESTROOM 2019 IUXIB'X4" CONCRETE PAD W/6" OF j" BASE I NEW WASTE WATER RESTROOM �sTE/� SLR 12908 _ 1 LOCATION SITE PLAN SCALE: NO SCALE Ci TY OF REXBURG America's Family Community CITY OF REXBURG W WTP BATHROOM ADDITION TITLE PAGE/ LOCATION MAP PG 1 TITLE PAGE/ LOCI PG 2 rY{{y PG ELEVATION VIEW PG 4 PLAN VIEWS PG STRUCTUREDLPP NEW WASTE WATER RESTROOM �sTE/� SLR 12908 _ 1 LOCATION SITE PLAN SCALE: NO SCALE Ci TY OF REXBURG America's Family Community CITY OF REXBURG W WTP BATHROOM ADDITION TITLE PAGE/ LOCATION MAP PG 1 TITLE PAGE/ LOCI PG 2 GENERAL NOTES PG ELEVATION VIEW PG 4 PLAN VIEWS PG STRUCTUREDLPP PG ELECTRICAL 0 0 C% C _@ T d � to O N EdC r@ ` C Q) >N / / solsemx vu r Y ncarcs uara' AUL C � O c:, - (L C N 0. moiz E p N Q g � W o� a GENERAL NOTES: 1- ` —9 �mm'- of 1. All electrical work to be pa c @ or supervised by a State of O a� 20 Licensed Electrician. a 2. All plumbing to be perfor m or supervised by a State o o Licensed Plumber. ' 3. All other materials shall be provided by Contractor. 4. Elevation to be determined in field. GENERAL NOTES: GENERAL 1. THESE INFORMATION IS INDICATED PON DRAWINGS OR INT SPECIFICATIONS. MORE 2. CONSTRUCTION SHALL CONFORM WITH LATEST EDITION OF THE BUILDING CODE EXCEPT WHERE THE FOLLOWING NOTES OR OTHER APPLICABLE CODES ARE MORE RESTRICTIVE. 3. THE CONTRACTOR SHALL RETAIN AND PROTECT DR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE, 9. TOLERANCE IN PLACING REINFORCING SHALL BE 1/4' FOR MEMBERS 24' OR LESS IN DEPTH AND I/2' FOR MEMBERS MORE THAN 24' IN DEPTH. 10. SHALL SBE HOLD SECURELY IN PPLACE WHILE OTHERINSTALLED ABEING PLACED. MATERIALS is 12. CIVIL 1. START( OFA CONSTRUCTION• SHALL EOFHCONFLICT THE ENGINEER SHALL OBE TO 13. IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF THE WORK. 14, 2. DIMENSIONS TO/OR COORDINATES FOR MANHOLES, PIPELINES, ETC., ARE TO CENTERLINE UNLESS OTHERWISE NOTED. 15. 3. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE 16. NOTE4, LANDSCAPING, TREES, UTILISHALL TIES EXISTAIN AND ING ASPHALT REMOVE NANDEALL OTHER V. AT CELLANEOUHIS SEITEMS. ANY DAI/AGE DONE BY THE CONTRACTOR SHALL BE REPAIRED S. ALL PIPELINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN 1. THE FIELD BY THE ENGINEER TO AVOID UNFORESEEN INTERFERENCE, 6. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN PRESSURE PIPE. 7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION AND ANY DUST PREVENTION MEASURES. 1. B. SHALL HEPTH OFS)E COVER FOR PIPELINES UNLESS OTHERWISE SHOWN ON THE PLANS E 2 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES, WATER FOR CONSTRUCTION WASTE SITE(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FdR PROPERLY CONSTRUCTING THE PROJECT. FOUNDATIONS AND BACKFILL 1. 2. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES, WATER FOR CONSTRUCTION WASTE SITE(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTING THE PROJECT. 3. 2. ALL SILTS OR CLAYS ARE TO BE EXCAVATED FROM UNDER THE MAJOR STRUCTURES. EXCAVATED MATERIAL IS TO BE USED AS GENERAL FILL OR TOPSOIL AROUND THE SITE. 1. 3. COMPACT STRUCTURAL FILL BENEATH FLOOR SLABS ON GRADE SLABS AND FOUNDATIONS TO A MINIMUM DRY DENSITY OF 95X OF RELATIVE DENSITY AS DETERMINED BY (ASTM, D-698). 2. 4. PLACE INCHES OF GRAVEL FILL BELOW ALL STRUCTURES, GRAVEL BORROW SHALL MEET THE REQUIREMENTS OF SECTION 02200 SELECT FILL MATERIALS. 5. AVOID USE OF HEAVY COMPACTION EQUIPMENT CLOSER THAN 5 FEET TO WALLS, STRUCTURAL 1. L PROJECT REQUIREMENTSAAS DETERMINEDRBYNTHEWENGIAPPLICABLE CODES AND SPECIAL 2 A. SNOW LOADS 40 LBS. PER SQUARE FOOT. B. THIS PROJECT IS IN SEISMIC ZONE 3. 3. C. BUILDING FLOOR SLABS ARE DESIGNED FOR 100 LBS. PER SQUARE FOOT. 4. 2. PROVIDE DOWELS OUT OF FOOTINGS FOR ALL WALL AND COLUMN REINFORCING. 5 DOWELS TO BE SAME SIZE AND SPACING AS WALL AND COLUMN REINFORCING. CONCRETE & REINFORCING STEEL (CONT.) 6. 1. ALL STRUCTURAL CONCRETE SHALL DEVELOP THE COMPRESSIVE STRENGTH AS 7. REQUIRED BY SECTION 03000 OF THE SPECIFICATIONS. 2. REINFORCING STEEL SHALL BE DEFORMED BILLET -STEEL BARS MEETING THE REQUIREMENTS OF SPECIFICATIONS FOR DEFORMED BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES -GRADE 40. 8. 3. FABRICATION AND PLACING OF REINFORCING BARS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI -315, LATEST EDITION. 9• 4. SHOP DRAWINGS SHALL BE REQUIRED FOR ALL REINFORCING STEEL, AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE FABRICATION, 5. REINFORCE ALL CONCRETE WITH A MINIMUM OF 1/4 OF lX OF CROSS SECTION EACH WAY UNLESS NOTED OTHERWISE. 10. 6. ALL LAP SPLICES SHALL BE 36 BAR DIAMETERS (MINIMUM 24') UNLESS NOTED OTHERWISE, lL 7. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCING BARS TO BE THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCING UNLESS OTHERWISE SHOWN. 12 8. UNLESS RINDICATEDCING BARS OTHSHAERWISEL BE, ON THE DRAWINGS, MINIMUM CONCRETE COVER OVER REINFO3, FOR CONCRETE CAST AGAINST EARTH 3' FOR BBEAMS, (COLUMNS CT WITH EARTH 2. 14 SLABS, WITH NO. 5 BARS & SMALLER I1/2' SLABS WITH NO. 6 BARS & LARGER 2' FOR SURFACES IN CONTACT WITH WATER 2' FOR SURFACES EXPOSED TO WEATHER WITH NO, 5 BARS & SMALLER 11/2' WITH NO, 6 BARS & LARGER 2' FOR UNDERSIDE OF SLABS OVER WATER IN IN CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH FORMS OR SUBGRADE. SUFFICIENT NUMBERS TO PREVENTESETTLEMENTRBUT THEYHSHOULD NOTCBE IN CONTINUOUS. DOWELS SHALL BE THE SAME SIZE & SPACING AS BARS WITH WHICH THEY ARE LAPPED, AND THE LAP AND EMBEDMENT SHALL BE 32 DIAMETERS MIN FOR EACH. DOWELS SHALL BE SECURED IN PLACE AND NOT SHOVED IN FRESHLY PLACED CONCRETE. ADJACENT RESTRICTED AREAS EPS AFAR AFS OPOSSIBLEB ANO END IN STANDARD HOOKS BARS ENDING IN HOOKS OR RIGHT ANGLES SHALL CONFORM TO ACI BUILDING CODE, LATEST EDITION. CHAMFER (3/4') ALL EXPOSED CONCRETE EDGES & CORNERS. PROVIDE 2' MIN. CLEARANCE BETWEEN BARS WITH ACCESSORIES AND PIPES, FLANGES OR METAL PARTS EMBEDDED IN CONCRETE. GROUT CLEANED FINISH PER SPECIFICATIONS 03300 3.15 C ON ALL EXPOSED CONC TESTING HYDRAULIC STRUCTURE WHILE FILLING HYDRAULIC STRUCTURES FOR REQUIRED TESTING, VARIOUS BASINS OR CHANNELS WITHIN A SPECIFIC STRUCTURE SHOULD BE FILLED SIMULTANEOUSLY FOR BALANCED LOADING. MECHANICAL - GENERAL INSTALL ALL PUMPS WITH A VALVE AND FLEXIBLE OR UNION COUPLING ON THE DISCHARGE AND SUCTION SIDE. ALL PIPING IS TO BE ADEQUATELY SUPPORTED. SEE SPECIFICATIONS FOR FREQUENCY QF PIPE SUPPORTS OR HANGERS. NOV THE APPROVAL OF (THE RENGINEERS SHALL BE ALLOWED WITHOUT STAGGERED WALL ON CENTER OAS"A MINIMUM, UNLESS SHALL BE OTHERWISE. LENGTHSNSHALLOBEEIIN ACCORDANCEL WITH THE OFOLLOWINGTMENT CONCRETE NOTES LOCATION OF CONSTRUCTION OR POUR JOINTS IN STRUCTURAL CONCRETE SHALL BE PLACED SO AS TO CREATE SQUARE SECTIONS OR AS CLOSE AS IS REASONABLY POSSIBLE AND MUST BE APPROVED BY ENGINEER, THICKNESS/SHALL NOTE BEE PLACED IN STRUCTURAL CONCRETE EALL UNLESS SPECIFICALLY DETAILED OR APPROVED BY ENGINEER. IG•RSM.I "fm d1111 CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, GRADE N TYPE I. OF 2000 ALLPSIAHAVE AA S. MINIMUM ULTIMATE00 COMPRESSIVE STRENGTH MASONRY ASSEMBLAGE SHALL HAVE F'n = 1350 PSI. TUNPLACINGUCONCRETE SHALL BE CLEANED NITS D OF ALL LAITANCE PRIOR ALL CELLS AT WALL CORNERS SHALL BE REINFORCED WITH 1-#6 BAR, CONTINUOUS PLACED VERTICALLY IN CELL. PLACE VERTICAL REINFORCING STEEL CENTERED IN ALL WALLS, REINFORCING FOR CMU WALLS SHALL BE AS FOLLOWS, VERTICAL REINFORCING - #5 2 48' HORIZONTAL REINFORCING - 2-#4 BARS IN BOND BEAMS AT 48' O.C. JOINT REINFORCING - 2-#9 WIRES AT 16' O.C. HORIZONTAL REINFORCEMENT IN BOND BEAMS AND JOINT REINFORCEMENT SHALL HE CONTINUOUS AROUND CORNERS AND AT WALL INTERSECTIONS. VERTICAL WALL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL BE DOWELLED INTO SUPPORTING SLAB OR FOOTING WITH MATCHING DOWELS. VERTICAL VALE STEEL SHALL EXTEND INTO BOND BEAM TO TOP OF WALL AND SHALL TERMINATE WITH A STANDARD HOOK. BOND BEAMS SHALL BE REQUIRED AT THE TOP AND BOTTOM COURSES OF ALL WALLS AND BELOW ALL WALL OPENINGS. ALL CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED CORE OF 3'x3' DOWELS FROM FOOTINGS/WALL/SLABS SHALL BE SET TO ALIGN WITH GROUTED CELLS. ALL CELLS ON BOND BEAMS CONTAINING REINFORCING STEEL, ANCHORS, OR INSERTS SHALL BE FILLED SOLID WITH GROUT. LAAP RSSPLICE WES IN. REINFORCING STEEL SHALL BE MADE BY LAPPING ALL UNGROUTED CELLS IN EXTERIOR WALLS ARE TO BE FILLED GRANULAR FILL INSULATION. BAR SIZEILENGTH (INCHES) NOTES FOR TABLES AS SHOWN ABOVE - 1. ALL DIMENSIONS SHOWN ARE IN INCHES 2. APPROVED BY USE TENSION COUPLER OR BUTT WELD AS G�,V�SYONF+L N129080 ELEVATION LEFT SIDE VIEW ELEVATION FRONT VIEW ELEVATION RIGHT SIDE VIEW SCALE: }" = 1* -0" SCALE: }" = V-0" SCALE: I"- V -O" .. ONAL O� OXsTI q 'tip, F 0 �� 0129080 9 PLAN VIEW NEW BATHROOM SCALE: J"= 1'-0" PLAN VIEW CONCRETE FOOTINGS SCALE: ]" = V -O" PLAN VIEW ROOF PLAN SCALE: Ji" = V -O" CONAL E , 012908 d � d PREFABRICATED .,.e R r I A en -lm■ 8 rr■mrin��,m PLAN VIEW ROOF PLAN SCALE: Ji" = V -O" CONAL E , 012908 (2) #5 CONT. BOND BEAM (FYP) @4' O.C. TOP & BOTTOM � #4@12"E.W. CENTER IN FLOOR SLAB N 12" COMPACTED GRANULAR FII. 95& OF ASTM D-698 (TYP) M5 VERT. REINF. (94 -0 - D.C. IN SOLID GROUTED CORES AT ALL CORNERS, INTERSECTIONS, AND EACH SIDE OF CONTROLJOINT. JOINT REINFORCEMENT 2 - #9 WIRES @ 16" O.C. (rrn) DOWEL INTO FOOTING W/MATCHING #5 BARS 2'-0" I " IFOOTING WALL SECTION NORTH & WEST LLJ CALE: NO SCALE INTERIOR WALL #4 BARS 2-#5 EXTEND 2'-0' BEYOND OPENING OR JAMB BEYOND i�il I Y/,1 NOTE, JAMB SHALL BE 2-M5 PER CELL EACH SIDE OF OPENING �TYP SILL & LINTEL DETAIL NTS ICE WATER SHIELDING TO T INSIDE OF WALL (TYP)� SHEAR TEXTURED FASCIA & SOFFIT BLOCKING- --� COLOR BY OWNER - B INTERIOR FOOTING N.T.S. RIGID S�ONAL FA,_ �9 M129080 2X BLOCK � IX TRIM CTYP) SIMPSON VPI/35 CONNECTOR BOLT 36" O.C. ti;" OSB W/8D NAILS @ 6" O.C. AT EDGES & 12" O.C. IN THE FIELD CM) R30 INSULATION (TYP) PREFABRICATED TRUSS AC PLYWOOD CEILING W/ 1/4" MHER E ROOF SECTION LLJ CALE: NTS 5 - #4 HOR. LAP T -V' CORNERS #4 @ 18" O.C. VERT. ALERNATE BENDS INTO FOOTINGS - 8" EXTEND FOOTING VERTICALS 1'-6" INTO WALLS 2'-0" I " IFOOTING WALL SECTION NORTH & WEST LLJ CALE: NO SCALE INTERIOR WALL #4 BARS 2-#5 EXTEND 2'-0' BEYOND OPENING OR JAMB BEYOND i�il I Y/,1 NOTE, JAMB SHALL BE 2-M5 PER CELL EACH SIDE OF OPENING �TYP SILL & LINTEL DETAIL NTS ICE WATER SHIELDING TO T INSIDE OF WALL (TYP)� SHEAR TEXTURED FASCIA & SOFFIT BLOCKING- --� COLOR BY OWNER - B INTERIOR FOOTING N.T.S. RIGID S�ONAL FA,_ �9 M129080 2X BLOCK � IX TRIM CTYP) SIMPSON VPI/35 CONNECTOR BOLT 36" O.C. ti;" OSB W/8D NAILS @ 6" O.C. AT EDGES & 12" O.C. IN THE FIELD CM) R30 INSULATION (TYP) PREFABRICATED TRUSS AC PLYWOOD CEILING W/ 1/4" MHER E ROOF SECTION LLJ CALE: NTS GENERAL NOTES 1) ELECTRICAL CONTRACTOR TO FINISH AND INSTALL ALL LIGHTS, PANELS, HEATERS, AND SIMILAR EQUIPMENT. 2) OWNER TO MAKE NECESSARY ARRANGEMENTS WITH ROCKY MOUNTAIN POWER TO PAY ALL CONNECTION COSTS. 3) ALL WORK PER NEC PLAN VIEW ELECTRICAL SCALE: lit" = 1'4P City of Ro)bury Pak Restroom FMurs Schedule / Drrlptl os E-1 P LED wrap /2 bulb equd/ White FInTsh Ex Mod)L—W. E-5 Recessed Healer, QMark CHW 3000 with Security Wmt r equd. E-7 100 ofm eA"t fm. Please submit for approvd. TYPE : SOUARE-D HOMELINE VOLTAGE: 120/240 V. 10, 3W AMPERES 100 MAINS LWL LUGS :BOTTOM MOUNTING: SURFACE HEIGHT WIDTH: DEPTH: FEEDERS/CONDUIT' 1/e 2" C SERV. FROM: PANEL LOC: ROOM CIRCUIT DESCRIPTON TR. POLE OA OB POLBTR P CIRCUITDESCRIP DN l 1800 LIGHTS, FAN 20 1 1240 2 1 20 LIGHT&CO 5 1750 WATER HEATER 20 1 1500 6 2 20 HEATER 7 1750 WATERHEATER 30 2 1500 8 2 20 HAND DRYER TOTAL WATTS 4300 1 4240