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Home My WebLink AboutCOMBINED PLANS - 21-00488 - Denny's - New Commercial Bldg<12''SD <12''SD <12 ' ' S D <12 ' ' S D <12 ' ' S D <12 ' ' S D <1 2 ' ' S D <1 2 ' ' S D <1 2 ' ' S D <1 2 ' ' S D 6''W 6''W 6''W 6''W 6''W 4''SS>4''SS>4''SS>4''SS>4''SS> 1''LW 1''LW 1''LW 1''LW OH P OH P OH P OH P OH P OH P OH P OH P O H P EP EP EP EPEP EP EP EP EP EP EP EP EP EP E P E P E P EP W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS N89°48'50"E 360.41' S0 0 ° 1 3 ' 4 2 " E 1 3 8 . 0 0 ' S89°48'50"W 360.52' N0 0 ° 1 1 ' 1 0 " W 1 3 8 . 0 0 ' (8 0 1 ) 5 5 8 - 2 4 1 5 - C E L L RI V E R T O N , 11 7 7 2 S O U T H S T O N E C R E S T L A N E BR I A N D . R U S S E L L AR C H I T E C T S , I N C . (8 0 1 ) 3 0 7 - 0 8 0 0 UT A H 8 4 0 6 5 01 EXIST. SANITARY SEWER 02 EXIST. SANITARY SEWER MANHOLE 03 EXIST. WATER LINE 04 EXIST. FIRE HYDRANT 05 EXIST. WATER VALVE 06 EXIST. WATER METER & SERVICE LINE, ABANDON IN PLACE 07 EXIST. LIGHT POLE, RETAIN & PROTECT 08 EXIST. POWER POLE, RETAIN & PROTECT 09 EXIST. TRANSFORMER, RETAIN & PROTECT 10 NEW BUILDING; RE: ARCH PLANS 11 NEW 4" SANITARY SEWER SERVICE; RE: MECH PLANS FOR CONNECTION 12 NEW 4" TRAFFIC RATED SEWER CLEANOUT 13 1500 GALLON TRAFFIC RATED GREASE TRAP 14 NEW INLET BOX; RE: B5/SHEET C-04 15 NEW 4' CONCRETE CROSS DRAIN; RE: CITY OF REXBURG STANDARD DRAWING 7 16 NEW FLAT CURB & GUTTER; RE: A1/SHEET C-04 17 NEW COMBINATION CURB & SIDEWALK; RE: A4/SHEET C-04 18 NEW SIDEWALK; RE: A3/SHEET C-04 19 NEW ADA RAMP; RE: B3/SHEET C-04 20 4" YELLOW PAVEMENT MARKING 21 ASPHALT PAVEMENT; RE: C1/SHEET C-04 22 NEW DUMPSTER PAD/ENCOLSURE; RE: ARCH PLANS 23 ADA PARKING PAVEMENT MARKINGS 24 12" PVC STORM DRAIN 25 EXIST. SIDEWALK, RETAIN & PROTECT 26 RADIO READ 2-INCH WATER METER; RE: CITY OF REXBURG STANDARD DRAWING 14 27 REMOVE EXIST. PAVEMENT 28 NEW SIGN; RE: ARCH PLANS 29 NEW LIGHT; RE: ELECT SITE PLAN 30 NEW TRANSFORMER; RE: ELECT SITE PLAN 31 1" POLY IRRIGATION WATER SERVICE w/ APPROVED BACK-FLOW PREVENTOR 32 NEW STORMTECH MC-3500 CHAMBERS, 17 REQ'D (1 ROW OF 9, 1 ROW OF 8) 33 NEW STORM DRAIN MANHOLE; RE: ISPWC SD-501 34 2" POLY DOMESTIC WATER LINE 35 SADDLE TAP EXIST. SEWER LINE 36 6-INCH CLASS 51 D.I. FIRE WATER LINE 37 8" x 6" HOT TAP WITH 6" GATE VALVE 38 2" GATE VALVE CONSTRUCTION KEYNOTES 0 SCALE: 1"= (SCALE FOR 24"x36" PRINTS ONLY) 20' 402020 DIAL 811 OR TOLL FREE AT 1-800-342-1585 Know what's Call before you dig. below. N. 2 n d . E . S T . THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER’S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID SURVEY. BASIS OF BEARING HORIZONTAl - NORTH 2nd EAST CHURCH SUBDIVISION PROJECT BENCHMARK POINT NO. 1 SET MAG NAIL ELEV.=4868.16 NGVD 1929 RM 3 ELEV=4651.1 REQUIRED STORM WATER TO RETAIN ON SITE WAS CALCULATED USING THE FOLLOWING VALUES: C (weighted)= 0.83 INTENSITY (i)= 0.9 in/hr AREA (A)= 1.14 acres Q = CiA = 0.85 cfs T (Storm Duration)= 1 hr = 3600 seconds V = CiAT = 3,071 cu. ft. SITE STORM WATER RETENTION REQ'D - 3,071 cu. ft. POND STORAGE PROV'D -3,229 cu. ft. 01 STORMWATER NOTE SURVEY NOTE 02 03 04 05 06 07070707 08 08 09 14 14 1414 15 16 16 16 16 17 17 17 18 18 19 20TYP 20TYP 20TYP 20TYP 20TYP 16 16 10 21 21 21 22 23 24 24 24 25 27 28 32 33 # 24 24 38 11 13 36 31 100 LF @ 0.25% 34 26 37 CB-1 GRATE - 4865.00 INV. - 4862.00 CB-2 GRATE - 4865.50 INV. - 4861.75 110 LF @ 0.82% CB-3 GRATE - 4863.85 INV. - 4860.85 68 LF @ 0.44% CB-4 GRATE - 4863.55 INV. - 4860.55 SDMH-1 RIM - 4863.93 INV. IN - 4860.51 24" INV. OUT (CHAMBERS ROW) - 4858.00 24" INV. OUT (ISOLATOR ROW) - 4857.50 SUMP ELEV. - 4856.50 20 TYP TOP OF CHAMBERS - 4861.85 ISOLATOR ROW SUBGRADE - 4856.85 CHAMBERS ROW SUBGRADE - 4857.35 15 LF @ 0.27% 53' 79 ' 12 ' 105.3' 6. 0 ' 6.0' 20.0' 9. 0 ' 6.0' 20.0'29.5'20.0' 9' 8.0' 8.0'8.0' 8.0' 4. 0 ' 20 . 0 ' 40.0'30.0'40.0' 30 . 0 ' 9.0' 33.3' 22 . 7 ' 16 . 5 ' 35 . 0 ' AC C E S S EA S E M E N T 20.0' P.U.E. 29.5' 7629 T OHADIFOETA T S ER DEREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 7629 T OHADIFOETA T S ER DEREGIS GREBEIFRFF J E R E E N I G NEONALSI E S R O F P 06/22/21 946 OXBOW LANE IDAHO FALLS, IDAHO 83404 208-220-6431 FIN FLOOR -4866.65 1 . 4 % 2. 1 % 2. 0 % 1.3 % 4.6% 2 . 5 % 2 . 5 % 1 . 6 % 48 6 6 48 6 7 48 6 8 48 6 6 . 5 48 6 7 . 5 48 6 8 . 5 1.0 % 4865 4866 4865.5 4866.5 4866 48 6 7 48 6 6 . 5 48 6 7 . 5 48 6 5 48 6 6 48 6 5 . 5 4866.53(BW) 4866.33(FW) 4866.33(FW)4866.47(FW) 4866.33(TBC) 4866.53(TBC) 4866.61(FW)4866.61(FW)4866.45(FW) 4866.45(BW) 4866.33(FW) 4866.47(FW) 4866.24(BW) 4866.53(FW) 4866.47(FW) 4866.59(BW) 4866.59(BW)4866.59(BW) 4866.16(FW) 4866.44(BW)4866.44(BW) 4866.24(BW) 4866.25(TBC) 4866.24(TBC) 4866.17(TBC) 4865.93(TBC) 4865.90(TBC) 4866.08(TBC)4866.25(TBC) 4866.44(TBC) 4866.42(TBC) 4866.34(TBC) 4866.32(TBC) 4866.30(TBC) 4866.45(TBC) 4868.48(TBC) 4866.74(TBC) 4866.45(TBC) 4866.17(TBC) 4866.45(TBC) 4866.00(TBC) 4866.08(TBC) 4866.13(TBC)4866.13(TBC) 4866.08(TBC) 4866.00(TBC) 4865.83(ASP) 4865.10(CON/ASP) 4865.10(CON/ASP) 4865.10(CON/ASP) 4865.10(CON/ASP) 4866.30(EOP)4866.50(EOP)4867.75(MATCH) 4866.61(BW) 4866.10(EOP)4865.92(EOP)4865.99(EOP) 4865.97(CON/ASP)4865.97(CON/ASP) 4866.59(BW) 4866.59(TBC)4866.59(BW)4866.59(TBC) 4866.09(BW)4866.09(BW) 4866.45(TBC) 4866.33(FW) 4866.45(BW) 4865.76(CON/ASP)4865.60(CON/ASP) 4866.16(FW) <12 ' ' S D <12 ' ' S D <12 ' ' S D <12 ' ' S D <12 ' ' S D <12 ' ' S D <12 ' ' S D <12 ' ' S D <1 2 ' ' S D <1 2 ' ' S D <1 2 ' ' S D <1 2 ' ' S D <1 2 ' ' S D <1 2 ' ' S D 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 2''W 4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS> 4''SS> 4' ' S S > 1''LW 1''LW 1''LW 1''LW 1''LW 1''LW 1''LW 1''LW 4865.97(CON/ASP) 4865.83(CON/ASP) 4865.80(CON/ASP) 4865.73(CON-FL) 4865.82(CON/ASP) 4865.60(CON/ASP)4865.76(CON/ASP) 4865.72(CON/ASP) 4865.74(CON/ASP)4865.65(CON-FL) 4866.23(TBC) 4867.03(EOP)4866.09(EOP)4865.93(EOP) 4867.47(TBC) 4865.83(CON/ASP) 4865.83(ASP) 4866.15(TBC) 4865.72(CON/ASP)4865.80(CON/ASP) 4865.58(CON/ASP) 4865.58(CON/ASP) 1.7 % 1. 6 % 4865.63(CON/ASP) 1. 1 % 1.8 % 1 . 5 % 1 . 8 % 1.5 % 2.5%3.0% 4865.50(GRATE) 4865.00(GRATE) 1 . 9 % 48 6 5 . 5 48 6 5 . 5 EPEP EP W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 48 6 5 . 0 48 6 5 . 0 48 6 5 . 0 4865.0 4866.0 4867.0 48 6 6 . 0 48 6 6 . 0 48 6 7 . 0 48 6 8 . 0 (8 0 1 ) 5 5 8 - 2 4 1 5 - C E L L RI V E R T O N , 11 7 7 2 S O U T H S T O N E C R E S T L A N E BR I A N D . R U S S E L L AR C H I T E C T S , I N C . (8 0 1 ) 3 0 7 - 0 8 0 0 UT A H 8 4 0 6 5 TBC TOP BACK OF CURB CON TOP OF CONCRETE ASP TOP OF ASPHALT GRT TOP OF GRATE MATCH MATCH EXIST. FF FINISHED FLOOR FW FRONT OF SIDEWALK BW BACK OF SIDEWALK EOP EDGE OF PAVEMENT FL FLOW LINE SHEET ACRONYMS 0 SCALE: 1"= (SCALE FOR 24"x36" PRINTS ONLY) 10' 201010 DIAL 811 OR TOLL FREE AT 1-800-342-1585 Know what's Call before you dig. below. N. 2 n d . E . S T . MA T C H L I N E S E E S H E E T C - 0 3 7629 T OHADIFOETA T S ER DEREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 7629 T OHADIFOETA T S ER DEREGIS GREBEIFRFF J E R E E N I G NEONALSI E S R O F P 06/22/21 946 OXBOW LANE IDAHO FALLS, IDAHO 83404 208-220-6431 <1 2 ' ' S D 3.1% 2 . 8 % <12''SD <12''SD <12''SD <12''SD <12''SD 3. 1 % 2.2%3.2% 2. 9 % 1.5% 2. 1 % 2. 4 % 4865 486 5 486 4 . 5 4864. 5 4865. 5 486 5 . 5 48 6 4 48 6 4 48 6 4 4 8 6 4 48 6 5 48 6 4 . 5 4 8 6 4 . 5 48 6 4 . 5 4866.44(TBC) 4865.67(TBC) 4866.11(TBC) 4863.95(CON/ASP) 4863.95(CON/ASP) 4863.95(CON/ASP) 4863.95(CON/ASP) 4863.65(CON/ASP) 4863.65(CON/ASP) 4863.65(CON/ASP) 4863.65(CON/ASP) 4865.29(EOP)4864.60(EOP) 4864.50(EOP) 4864.40(EOP) 4864.81(EOP) 4866.29(TBC)4865.94(TBC) 4864 4865 4864.5 <1 2 ' ' S D <1 2 ' ' S D <1 2 ' ' S D <1 2 ' ' S D 4863.55(GRATE)4863.85(GRATE) 2.6% 2 . 4 % 4864 4865 4864.5 4863.93(GRATE) OH P OH P OH P OH P OH P OH P OH P OH P O H P O H P OHP 4865.0 4866.0 4867.0 4868.0 48 6 5 . 0 48 6 5 . 0 48 6 4 . 0 4864.0 (8 0 1 ) 5 5 8 - 2 4 1 5 - C E L L RI V E R T O N , 11 7 7 2 S O U T H S T O N E C R E S T L A N E BR I A N D . R U S S E L L AR C H I T E C T S , I N C . (8 0 1 ) 3 0 7 - 0 8 0 0 UT A H 8 4 0 6 5 TBC TOP BACK OF CURB CON TOP OF CONCRETE ASP TOP OF ASPHALT GRT TOP OF GRATE MATCH MATCH EXIST. FF FINISHED FLOOR FW FRONT OF SIDEWALK BW BACK OF SIDEWALK EOP EDGE OF PAVEMENT FL FLOW LINE SPOT ELEVATION ACRONYMS 0 SCALE: 1"= (SCALE FOR 24"x36" PRINTS ONLY) 10' 201010 DIAL 811 OR TOLL FREE AT 1-800-342-1585 Know what's Call before you dig. below. MA T C H L I N E S E E S H E E T C - 0 2 7629 T OHADIFOETA T S ER DEREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 7629 T OHADIFOETA T S ER DEREGIS GREBEIFRFF J E R E E N I G NEONALSI E S R O F P 06/22/21 946 OXBOW LANE IDAHO FALLS, IDAHO 83404 208-220-6431 (8 0 1 ) 5 5 8 - 2 4 1 5 - C E L L RI V E R T O N , 11 7 7 2 S O U T H S T O N E C R E S T L A N E BR I A N D . R U S S E L L AR C H I T E C T S , I N C . (8 0 1 ) 3 0 7 - 0 8 0 0 UT A H 8 4 0 6 5 6/ 2 2 / 2 0 2 1 , 6 : 3 8 A M , D : \ F R E I B E R G _ E N G I N E E R I N G \ P R O J E C T S \ 2 1 - 1 4 0 4 - 0 0 R e x b u r g D e n n y ' s \ D e s i g n \ A u t o C A D \ J o h n \ 0 6 2 1 2 1 \ 2 0 2 1 . 0 0 3 - P L A N S . d w g TYPICAL CURB SECTIONS NOT TO SCALEA1 NOTES: 1. GRADE AND ALIGNMENT TO BE APPROVED BY THE ENGINEER. 2. 1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OF RADII. 3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS MAXIMUM 10 FEET. 4. MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ISPWC SPECIFICATIONS AND THE CITY. 5. BACKFILL AS PER ISPWC SPECIFICATIONS. 6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 7. ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLIC RIGHT OF WAY TO BE APPROVED AND ACCEPTED BY THE CITY. 8. CONCRETE MIX DESIGN PER ISPWC STANDARDS, 28 DAY STRENGTH 4000 PSI, AIR CONTENT 6.5% +-1.5% FLAT CURB & GUTTER SECTION DETECTABLE WARNING PAVERS #8 30-50 3-9#200 PROCTOR DENSITY PREPARE SUBGRADE PER GEO-TECHNICAL REPORT COMPACTED TO 95% STANDARD 6" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE 3" CLASS II PLANT MIX PAVEMENT PG 58-28, 3 4" MIX DESIGN % PASSING 3/4" MINUS GRADATION AGGREGATE LEVELING COURSE 100 90-100 40-65 1" 3/4" #4 SIEVE 6" MIN. 3' - 0 " 5' - 0 " M A X . . W I T H O U T S H O R I N G 6" M I N . SIDEWALK DETAIL NOT TO SCALEA3 CURB AND GUTTER SECTION; RE: A1 (WHERE USED, SEE PLAN) 4" CRUSHED GRAVEL 4" THICK CONCRETE SIDEWALK NOT TO SCALE PARKING SURFACE B3 ADA RAMP DETAIL TRUNCATED DOME PANEL COMBINATION CURB AND SIDEWALK NOT TO SCALEA4 COMPACTED SUB-GRADE 2 - #4 REBAR EVENLY SPACED PROJECT PAVEMENT SECTION NOT TO SCALEC1 STANDARD BACK FILL TRENCH & RESURFACING NOT TO SCALEB1 12"MIN EACH SIDEPI P E S I Z E VA R I E S PE R VA R I E S P E R TR E N C H DE P T H UNDISTURBED SOIL (TYP.) FINISHED EDGES ARE TO BE SAW CUT AND PRIMED JUST PRIOR TO ASPHALT PLACEMENT MATCH EXISTING ASPHALT THICKNESS (UP TO 4" WITH 2.5" MIN.) 4" OF 3/4" CRUSHED 36" FLOW-ABLE FILL TRENCH BACK SLOPE PER O.S.H.A (IF APPROVED BY CITY ENGINEER) OR SUITABLE SHORING FLOW-ABLE FILL UNLESS OTHERWISE APPROVED BY CITY ENGINEER LOWER COMPACTION ZONE FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND STABILITY (PER SECTION 304) INLET BOX NOT TO SCALEB5 HEAD SECTION (TYP) 2'-0" x 1'-6" POURED IN PLACE OR 30" DIAMETER PRECAST INLET BOX GRATE, RE: PLAN FOR GRATE ELEV. CONCRETE APRON NOT TO SCALEB2 6" CRUSHED GRAVEL 4" THICK CONCRETE SIDEWALK 1 TRUNCATED DOMES 12 1 0.5' SEE P L A N S 12 S E E P L A N APPROACH RAMP 12:1 6'- 0 " APPROACH RAMP 12:1 6'- 0 " 24" (SLOPES FOR RAMPS SHOWN ARE TYPICAL FOR ALL RAMPS, SEE PLAN FOR ACTUAL SHAPE OF RAMP) 12" MIN. OR LOCAL CUT BACK REQUIREMENTS TYP BOTH SIDES PIPE BEDDING TYPE III VERTICAL TRENCH WALLS SHORING PER O.S.H.A. TRENCH BACKFILL PER SECTION 306 EXIST. BASE EXIST. SURFACE SURFACE REPAIR WIDTH (1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM)NOTES: 1. TRENCH EXCAVATION PER SECTION 301 2. BACKFILL AND COMPACTION CLASS A-1 7629 T OHADIFOETA T S ER DEREGIS GREBEIFRFF J E E R E E N I G NEONALSI E S R O F P 7629 T OHADIFOETA T S ER DEREGIS GREBEIFRFF J E R E E N I G NEONALSI E S R O F P 06/22/21 946 OXBOW LANE IDAHO FALLS, IDAHO 83404 208-220-6431 1 0 " Ø 10"Ø 1 8 " Ø 7 3 3 C F M 7 3 3 C F M 7 3 3 C F M 7 8 3 C F M 7 8 3 C F M 7 8 3 C F M S T T T T R T U - 3 C O 2 S R T U - 2 C O 2 S R T U - 1 C O 2 S R T U - 4 C O 2 K H 3 2 1 x 2 1 1 0 0 0 R G M U A 3 1 8 " Ø E F 1 E F 2 3 0 " x 2 0 " 2 0 " x 2 0 " 2 0 " x 1 2 " 1 0 x 4 1 0 0 S W S 2 0 x 4 3 7 5 S W S R T U - 1 1 6 0 0 9 7 6 L B S . 1 0 " Ø - 4 w a y 3 7 5 C D 1 0 " Ø - 4 w a y 3 7 5 C D 1 0 " Ø - 4 w a y 3 7 5 C D M D 1 0 " Ø 10"Ø 1 0 " Ø 1 0 " Ø 16"x12" M D M D 12"Ø M D 6"Ø 1 0 " Ø M D 2 1 x 2 1 8 0 0 R G 16"x14" 1 2 " x 1 2 " 1 2 " x 1 2 " 1 2 " Ø - 4 w a y 5 0 0 C D 1 2 " Ø - 4 w a y 5 0 0 C D 1 2 " Ø - 4 w a y 5 0 0 C D R T U - 2 4 0 0 0 1 6 0 8 L B S . 1 2 " Ø - 4 w a y 5 0 0 C D 1 2 " Ø - 4 w a y 5 0 0 C D 1 2 " Ø - 4 w a y 5 0 0 C D 1 2 " Ø - 4 w a y 5 0 0 C D 16"x14" 1 2 " Ø M D 14"x14" 1 2 " Ø 1 2 " Ø M D M D 16"x20" 1 2 " Ø M D 1 2 " Ø M D 16"x14" 1 2 " Ø M D 14"x14" 1 2 " Ø M D 1 2 " Ø M D 3 2 " x 1 6 " 2 1 x 2 1 1 0 0 0 R G 24"x12" 24"x12" 2 1 x 2 1 1 0 0 0 R G 2 1 x 2 1 1 0 0 0 R G R T U - 3 2 0 0 0 9 9 9 L B S . 2 0 " x 1 4 " 2 8 " x 1 2 " M A K E - U P A I R D U C T C O N N E C T I O N T O H O O D . T Y P . 6 1 2 " Ø - 4 w a y 5 0 0 C D 1 2 " Ø - 4 w a y 5 0 0 C D 1 2 " Ø - 4 w a y 5 0 0 C D 1 2 " Ø - 4 w a y 5 0 0 C D 2 1 x 2 1 1 0 0 0 R G 1 2 " Ø 12"Ø M D M D 1 4 " x 1 4 " M D M D 12"Ø 12"Ø 24"x12" 2 4 " x 1 2 " 8"Ø 8"Ø 12"Ø E F 4 1 2 " Ø 8"Ø 8"Ø 1 0 " Ø M D M D E F - 5 3 0 0 4 5 L B S . 10"Ø 1 2 x 1 2 1 5 0 E G - 1 1 2 x 1 2 1 5 0 E G - 1 1 2 x 1 2 1 5 0 T G - 1 T Y P I C A L O F 2 8"Ø-1way150 C D - 1 8 " Ø - 1 w a y 1 5 0 C D - 1 2 2 x 1 0 1 5 0 T G T Y P I C A L O F 2 6 " Ø - 2 w a y 4 5 C D - 1 8 " Ø - 2 w a y 1 2 0 C D 1 0 " Ø - 4 w a y 4 0 0 C D 1 0 " Ø - 4 w a y 4 0 0 C D R T U - 4 3 0 0 0 9 9 9 L B S . 10"Ø 8"Ø 8 " Ø 1 2 x 1 2 1 2 0 T G 1 2 x 1 2 1 2 0 T G 1 2 " Ø - 1 w a y 4 3 0 C D 1 2 " Ø - 2 w a y 4 3 0 C D 1 2 " Ø - 2 w a y 4 3 0 C D 1 2 " Ø - 2 w a y 4 3 0 C D 12"Ø 8"Ø 8"Ø 28"x14" 1 2 " Ø M D 6"Ø M D M D 8 " Ø 2 4 " x 1 4 " 10"Ø M D 2 0 " x 1 4 " 1 8 " x 1 4 " 1 4 " x 1 4 " 1 4 " Ø 1 0 " Ø 8 " Ø M D 12"Ø M D 12"Ø M D 12"Ø M D M D M D 6 " Ø 2 2 x 1 0 4 5 T G 6 x 6 4 5 T G - 1 2 R E Q U I R E D 2 1 x 2 1 1 0 0 0 R G 3 R E Q U I R E D 3 4 " x 1 2 " E H - 1 3 k W T 24"x14" W A T E R H E A T E R C O N C E N T R I C V E N T T H R U W A L L A T 1 0 ' - 0 " A . F . F . E H - 2 2 k W T 1 8 " A . F . F . F L Y F A N P R O V I D E D B Y K I T C H E N E Q U I P M E N T V E N D O R N O T E : C O N T R A C T O R T O F I L E D V E R I F Y T R U S S W E B B I N G S I Z E A N D L O C A T I O N P E R S I T E A S S T R U C T U R E C O U L D C H A N G E A T D I F F E R E N T L O C A T I O N S . S D S D S D S D S D S D S D S D R T R T R T R T 1 1 1 1 2 3 3 3 3 1 6 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 4 9 1 0 1 3 6 1 2 1 1 1 3 6 1 2 1 1 1 7 P S 1 4 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 * C O P Y R I G H T * N D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S * F L O O R P L A N * M E C H A N I C A L FLOOR PLAN MECHANICAL 0 6 - 1 4 - 2 0 2 1 M U A 3 E F 1 E F 2 R T U - 1 1 6 0 0 9 7 6 L B S . R T U - 2 4 0 0 0 1 6 0 8 L B S . R T U - 3 2 0 0 0 9 9 9 L B S . E F 4 E F - 5 3 0 0 4 5 L B S . R T U - 4 3 0 0 0 9 9 9 L B S . 9 6 5 L B S . 1 5 6 L B S . 1 5 6 L B S . 6 5 L B S . 4 " V . T . R . 4 " V . T . R . 4 " V . T . R . M I N . O F 1 0 ' - 0 " C L E A R A N C E F R O M A N Y E X H A U S T A I R T O A N Y A I R I N T A K E R O O F A C C E S S SERVICE CLEARANCE O U T S I D E A I R I N T A K E SERVICE CLEARANCE O U T S I D E A I R I N T A K E O U T S I D E A I R I N T A K E H O O D SERVICE CLEARANCE SERVICE CLEARANCE O U T S I D E A I R I N T A K E O U T S I D E A I R I N T A K E N O T E : O U T S I D E A I R I N T A K E S S H A L L N O T B E L O C A T E D W I T H I N 1 0 F E E T O F E X H A U S T E Q U I P M E N T . C O N D E N S A T E N O T E S : 1 . C O N D E N S A T E D R A I N P I P I N G S H A L L B E P V C . 2 . C O N D E N S A T E D R A I N P I P I N G T O B E S U P P O R T E D E V E R Y 5 ' - 0 " B Y A D J U S T A B L E P I P E S U P P O R T S . P I P E S U P P O R T S S H A L L B E M I R O I N D U S T R I E S " C R " O R E Q U A L . P I P E S U P P O R T H E I G H T S H A L L B E A D J U S T A B L E T O A C C O M M O D A T E P I P E S L O P E . P I P E S H O U L D S L O P E 1 / 4 " P E R F O O T . R T U R O O F C U R B N O T E S : 1 . R O O F D E C K S H A L L B E C U T W H E R E D U C T S P A S S T H R U . C O O R D I N A T E W I T H G E N E R A L C O N T R A C T O R . 2 . F I L L A L L C U R B S P A C E S A N D V O I D S W I T H A L T E R N A T E L A Y E R S O F T H E F O L L O W I N G U N T I L S P A C E I S F I L L E D : 3 L A Y E R S O F D E N S E G L A S S G O L D ( 1 / 2 " T H I C K ) S H E A T H I N G . 1 L A Y E R O F 1 " F O A M B O A R D I N S U L A T I O N . D 1 0 ' - 0 " M I N . F R O M F R E S H A I R I N T A K E T Y P I C A L 1 0 ' - 0 " M I N . F R O M F R E S H A I R I N T A K E T Y P I C A L 1 0 ' - 0 " M I N . F R O M F R E S H A I R I N T A K E T Y P I C A L 5 A P P R O X . L O C A T I O N O F R E M O T E F R E E Z E R / R E F R I G E R A T O R C O N D E N S I N G U N I T S . U N I T S A R E T O B E P R O V I D E D B Y O T H E R S A N D I N S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R 6 1 0 1 6 1 2 3 4 5 6 1 0 1 6 1 2 3 4 5 6 1 0 1 6 1 2 3 4 5 6 1 0 1 6 1 2 3 4 I C E M A K E R C O N D E N S E R 1 0 7 1 1 1 3 1 5 1 6 4 5 9 1 0 1 1 0 7 1 0 7 1 0 7 1 0 1 4 1 6 4 5 6 1 1 2 1 3 1 5 1 6 1 1 4 5 8 1 0 1 1 2 1 3 1 5 1 6 1 1 4 5 8 1 0 1 2 8 0 C F M 1 1 0 0 C F M 3 7 5 C F M 3 0 0 C F M (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 * C O P Y R I G H T * N D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S * R O O F P L A N * M E C H A N I C A L ROOF PLAN MECHANICAL 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S MECHANICAL SCHEDULES *DIFFUSER AND GRILLE SCHEDULE*DESCRIPTIONSYMBOL FRAME FOR MOUNTING IN 24" x 24" T-BAR GRID SIZE AND DIFFUSION PATTERN ON THE DRAWINGS CD CEILING SUPPLY DIFFUSER SQUARE PLAQUE TYPE SUPPLY DIFFUSER 4 FULLY ADJUSTABLE CONES MINIMUM 24" x 24" FACE FULLY LOUVERED COLOR TO MATCH CEILING COLOR ALL ALUMINUM CONSTRUCTION PRICE TITUS KRUEGER TUTTLE AND BAILEY CARNEST1100SHPAPLQDATASPD METAL-AIR5750 FRAME FOR MOUNTING IN GYPSUM BOARD CEILING SIZE AND DIFFUSION PATTERN ON THE DRAWINGS CD-1 CEILING SUPPLY DIFFUSER SQUARE PLAQUE TYPE SUPPLY DIFFUSER 4 FULLY ADJUSTABLE CONES MINIMUM COLOR TO MATCH CEILING COLOR ALL ALUMINUM CONSTRUCTIONPLQ5750ASPDDATT1100 TITUS TUTTLE AND BAILEY METAL-AIR CARNES KRUEGER PRICE SHPA SIZE AND DIFFUSION PATTERN ON THE DRAWINGS FRAME FOR MOUNTING IN GYPSUM BOARD CEILING ALL ALUMINUM CONSTRUCTION COLOR TO MATCH CEILING COLOR EGG CRATE TYPE EXHAUST GRILLE EG-1 CEILING EXHAUST GRILLEEGC10-8250F- TITUS TUTTLE AND BAILEY METAL-AIR CARNES KRUEGER PRICE RAEA FRAME FOR MOUNTING IN 24" x 24" T-BAR GRID SIZE SHOWN ON THE DRAWINGS ALL ALUMINUM CONSTRUCTION COLOR TO MATCH CEILING COLOR 24" x 24" OR 24" x 12" FACE EGG CRATE TYPE RETURN GRILLE RG CEILING RETURN DIFFUSEREG10-8250F- TITUS TUTTLE AND BAILEY METAL-AIR KRUEGER PRICE SIZES AND PERFORMANCE SHOWN ON DRAWINGS DOUBLE DEFLECTION TYPE ALL ALUMINUM CONSTRUCTION COLOR TO MATCH WALL COLOR 1-1/4" FLANGED FRAME ALL BARS ON 3/4" CENTERS HORIZONTAL REAR BARS VERTICAL FACE BARS SWS SIDEWALL SUPPLY GRILLE5880V4004620300FSA64 TITUS TUTTLE AND BAILEY METAL-AIR KRUEGER PRICE RAEA CARNES NOTES:DIFFUSER SIZING IS BASED ON AIR BEING INTRODUCED AN 25 DEGREES F.TEMPERATURE DEFERENTIAL, AND AIR BEING DIFFUSED AT THE FIVE FOOTLEVEL TO A VELOCITY NOT GREATER THAN 50 FPM. DIFFUSERS SELECTEDSO AS NOT TO EXCEED THE NC-30 CURVE.REGISTER AND GRILLE SIZING IS SELECTED SO AS NOT TO EXCEED THENC-30 CURVE.MANUFACTURER SHALL GUARANTEE TO MEET THE ABOVE PERFORMANCEFACTORS AND REPLACE ALL DIFFUSERS WHERE REQUIRED. SIZE AND DIFFUSION PATTERN ON THE DRAWINGS FRAME FOR MOUNTING IN GYPSUM BOARD CEILING ALL ALUMINUM CONSTRUCTION COLOR TO MATCH CEILING COLOR EGG CRATE TYPE EXHAUST GRILLE TG-1 TRANSFER GRILLEEGC10-8250F- TITUS TUTTLE AND BAILEY METAL-AIR CARNES KRUEGER PRICE RAEA FRAME FOR MOUNTING IN 24" x 24" T-BAR GRID SIZE SHOWN ON THE DRAWINGS ALL ALUMINUM CONSTRUCTION COLOR TO MATCH CEILING COLOR 24" x 24" OR 24" x 12" FACE EGG CRATE TYPE RETURN GRILLE TG TRANSER GRILLEEG10-8250F- TITUS TUTTLE AND BAILEY METAL-AIR KRUEGER PRICE RAEA CARNESALL DIFFUSERS AND GRILLE TO MATCH CEILING COVER 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S MECHANICAL GENERAL NOTES 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S MECHANICAL SPECIFICATIONS 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 MECHANICAL DETAILS 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 MECHANICAL DETAILS 0 6 - 1 4 - 2 0 2 1 Grease Extracting Filters.MEA # 168-78-M AluminumMEA # 247-96-E Stainless Kleen-Gard Baffle Type Filters are UL ClassifiedHOOD STYLE FOR WALL CANOPIES IN THE FOLLOWING LOCATIONS HANGING ANGLES WILL BE LOCATED(24" High 2.25"4.125"DIM FROMHood)FRONT(24" High DIM REAR FROM FROMHood)SIDES DIM ND-2 (-WI)Exhaust onlyVHB(-G)2.25"2.25"2.25"2.25"RESISTANCE VS. AIRFLOW - 150 / 0.76 0.2 0.4 0.80.6 1.0 2" Kleen-Gard Baffle Type Grease Filters300 / 1.52200 / 1.01250 / 1.27 RESISTANCE (kPa)350 / 1.78 0.025400 / 2.03 0.075 0.1750.125 0.225RESISTANCE (in. w.g.)AIRFLOW (fpm/m/s) (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 KITCHEN EQUIPMENT DETAILS * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 KITCHEN EQUIPMENT DETAILS * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 KITCHEN EQUIPMENT DETAILS * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 KITCHEN EQUIPMENT DETAILS * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S 0 6 - 1 4 - 2 0 2 1 P R E S S U R E F L O A T S W I T C H T o b u i l d i n g d r a i n F i e l d W i r e d a n d P i p e d F r o m b u i l d i n g w a t e r s u p p l y N o r m a l l y c l o s e d v a l v e R o o f l i n e S W I T C H A E N o r m a l l y o p e n v a l v e I n t e r n a l W a t e r S o l e n o i d P O I N T - T O - P O I N T S U M M A R Y O F D R A I N C O N N E C T I O N P (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 KITCHEN EQUIPMENT DETAILS * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 KITCHEN EQUIPMENT DETAILS * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 MECHANICAL COMPLIANCE CERTIFICATE * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S 0 6 - 1 4 - 2 0 2 1 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 MECHANICAL COMPLIANCE CERTIFICATE * C O P Y R I G H T * D A L E R . W I L D E C O . C O N S U L T I N G E N G I N E E R S 0 6 - 1 4 - 2 0 2 1 06-14-2021 06-14-2021 06-14-2021 (801) 558-2415- CELL RIVERTON, 11772 SOUTH STONE CREST LANE BRIAN D. RUSSELL ARCHITECTS, INC. (801) 307-0800 UTAH 84065 PLUMBING MOTES AND SCHEDULES 0 6 - 1 4 - 2 0 2 1 06-14-2021 1FIRE ALARM RISER DIAGRAM AND NOTES23 4 5 A B B R E V I A T I O N S 6 8 1 2 3 4 57 6 1 2 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS L U M I N A I R E S C H E D U L E S y m b o l L a b e l Q t y F i l e L u m e n s L L F W a t t s C a t a l o g N u m b e r D e s c r i p t i o n L a m p L E 0 1 1 3 1 0 3 6 0 . 8 1 8 . 8 E L 0 3 5 A b s o l u t e 0 . 8 1 3 6 . 6 E L 0 1 4 A b s o l u t e 0 . 8 1 1 5 . 6 S 4 H 8 6 1 A b s o l u t e 0 . 8 1 8 6 S 4 H 5 3 1 A b s o l u t e 0 . 8 1 5 3 S 5 Q 8 6 2 A b s o l u t e 0 . 8 1 8 6 5 9 1 1 - 1 A A - T C r e e C X x 1 5 x x M e d i u m S L I M 3 7 Y G N L E D 1 3 Y S B / S P O T R E F / C L E A R L E N S O S Q - A - x x - 4 M E - B - 3 0 K - U L x x x x x w / O S Q - B L S M F C O N F I G U R E D F R O M O S Q - A - x x - 4 M E - U - 5 7 K - U L x x x x x w / O S Q - B L S L F O S Q - A - x x - 4 M E - Z - 3 0 K - U L x x x x x w / O S Q - B L S M F C O N F I G U R E D F R O M O S Q - A - x x - 4 M E - U - 5 7 K - L x x x x x w / O S Q - B L S L F O S Q - A - x x - 5 S Q - B - 3 0 K - U x - x x x x x C O N F I G U R E D F R O M O S Q - A - x x - 5 S Q - U - 5 7 K - U L - x x x x x 5 9 1 1 - 1 A A - T C r e e C X x 1 5 x x M e d i u m ( F C N 1 3 9 2 7 _ B A R B A R A - W - - P F - V E R O 1 3 - 1 8 _ ( C X A 1 5 2 0 ) C X A 1 5 2 0 _ ( C X A 1 5 2 0 - 3 0 F - N 4 - N 0 H - 0 0 0 0 1 ) _ ( 4 4 1 _ T y p _ L 1 ) _ ( C 1 3 7 0 9 _ P F - S O C K E T - V E R O 1 3 - 1 8 ) _ 1 0 3 6 . 1 4 l m @ 2 5 0 m A _ P = 8 . 8 2 5 W _ I = 0 . 2 5 A ) C A S T B R O W N P A I N T E D M E T A L H O U S I N G , E X T R U D E D 2 - P I E C E D I F F U S E M E T A L H E A T S I N K , 1 W H I T E C I R C U I T B O A R D W I T H 1 6 L E D S , M O L D E D P L A S T I C R E F L E C T O R W I T H S P E C U L A R F I N I S H , C L E A R F L A T P R I S M A T I C G L A S S L E N S I N C A S T 2 - P I E C E B R O W N P A I N T E D M E T A L L E N S R E T A I N I N G B R A C K E T . L E N S P R I S M S D O W N . C A S T F I N N E D M E T A L H O U S I N G , O N E C I R C U I T B O A R D W I T H O N E L E D , S P U N S E M I - S P E C U L A R M E T A L R E F L E C T O R , C L E A R F L A T G L A S S L E N S I N C A S T B L A C K P A I N T E D M E T A L T R I M R I N G . C r e e O S Q S e r i e s A r e a L u m i n a i r e , T y p e I V M e d i u m w / B a c k l i g h t S h i e l d , B I n p u t P o w e r D e s i g n a t o r , 3 0 0 0 K C O N F I G U R E D F R O M C r e e O S Q S e r i e s A r e a L u m i n a i r e , T y p e I V M e d i u m w / B a c k l i g h t S h i e l d , U I n p u t P o w e r D e s i g n a t o r , 5 7 0 0 K C O N F I G U R E D F R O M C r e e O S Q S e r i e s A r e a L u m i n a i r e , T y p e I V M e d i u m w / B a c k l i g h t S h i e l d , U I n p u t P o w e r D e s i g n a t o r , 5 7 0 0 K C O N F I G U R E D F R O M C r e e O S Q S e r i e s A r e a L u m i n a i r e , T y p e V S q u a r e , U I n p u t P o w e r D e s i g n a t o r , 5 7 0 0 K C X A 1 5 2 0 _ ( C X A 1 5 2 0 - 3 0 F - N 4 - N 0 H - 0 0 0 0 1 ) _ ( 4 4 1 _ T y p _ L 1 ) _ ( C 1 3 7 0 9 _ P F - S O C K E T - V E R O 1 3 - 1 8 ) _ 1 0 3 6 . 1 4 l m @ 2 5 0 m A _ P = 8 . 8 2 5 W _ I = 0 . 2 5 A S I X T E E N W H I T E M U L T I - C H I P L I G H T E M I T T I N G D I O D E S ( L E D S ) , A I M E D 1 0 - D E G R E E S F R O M V E R T I C A L B A S E - U P P O S I T I O N . O N E W H I T E M U L T I - C H I P L I G H T E M I T T I N G D I O D E ( L E D ) W I T H L E D S A R R A N G E D I N A N A R R A Y O F T H R E E L I N E A R R O W S , V E R T I C A L B A S E - U P P O S I T I O N . C O N F I G U R E D F R O M M D A C O N F I G U R E D F R O M M D A X H P 7 0 5 9 1 1 C r e e C X x 1 5 x x M e d i u m - F C N 1 3 9 2 7 _ B A R B A R A - W - P F - V E R O 1 3 . . . . i e s S L I M 3 7 Y - I T L 7 6 6 9 2 . I E S G N L E D 1 3 Y S B - - R A B 0 0 2 9 6 . I E S O S Q - A - X X - 4 M E - B - 3 0 K - U L X X X X X W _ O S Q - B L S M F _ C O N F I G U R E D . i e s O S Q - A - X X - 4 M E - Z - 3 0 K - U L X X X X X W _ O S Q - B L S M F _ C O N F I G U R E D . i e s O S Q - A - x x - 5 S Q - B - 3 0 K - U x - - x x x x x _ C O N F I G U R E D . I E S