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Home My WebLink AboutDWQ-2025-004786SITE U.S. Standard Units (Inch-Pound Units) ALL UNITS IN FEET UNLESS OTHERWISE NOTED UTAH DEPARTMENT OF TRANSPORTATION G-1 SHEETNO. REGION 3 MAINTENANCE ENGINEER DESIGN ENGINEER VERIFIED FOR SUBMISSION FOR ADVERTISEMENT APPROVED FOR ADVERTISEMENT THIS SEAL APPLIES TO ALL SHEETS CONTAINING THIS SIGNATURE VICINITY MAP G: \ S h a r e d d r i v e s \ 2 0 1 9 P r o j e c t s \ 1 9 - 1 1 8 - U D O T P I N 1 7 4 3 8 _ M S 4 \ 0 9 _ D a t a \ 3 6 7 M a n i l a Ju n e 9 , 2 0 1 9 MANILA SITE MA I N S T R E E T STATE LINE ROAD 1ST N 2ND N 3RD N 4TH N HWY 43 OLD R D 1S T E 2N D E 3R D E 4T H E 5T H E 1S T W 2N D W UTAH STATE OF MAJOR HIGHWAYS UTAH DEPARTMENT OF TRANSPORTATION SHEET INDEX PAGE #SHEET #SHEET TITLE 1 G-1 COVER SHEET 2 G-2 NOTES AND CONTACTS 3 G-3 LEGEND AND ABBREVIATIONS 4 EX-1 EXISTING CONDITIONS 5 DM-1 DEMOLITION PLAN 6 CS-0 OVERALL SITE PLAN 7 CS-1 SITE & UTILITY PLAN 8 CG-0 OVERALL DRAINAGE PLAN 9 CG-1 MASS GRADING PLAN 10 CG-2 GRADING AND DRAINAGE PLAN 11 EC-1 EROSION CONTROL PLAN 12 - 15 DT-1 - DT-4 DETAILS 16 - 17 ST-1 - ST-2 STRUCTURAL DETAILS DEPARTMENT OF TRANSPORTATION UTAH PLANS OF PROPOSED STATE ROAD STATION #3436 STATE FUNDED PROJECT DAGGETT COUNTY MS4 IMPROVEMENTS - MANILA MAINTENANCE STATION S-R399(367)19118PIN: No. 295715 STATE OF U T A H PRO FE S S I O N AL EN G I N E E R GARY HORTON ELECTRONICSEAL 05/20/2025 BVEA 40014 BUSINESS LOOP I-80 LAYMAN, WY 82937 (307) 786-2836 ANDY HEWITT POWER TOWN OF MANILA 145 E. HWY 43 PO BOX189 MANILA, UT 84046 435-784-3143 JERRY MUIR SEWERWATER UTILITY CONTACTS G:\ S h a r e d d r i v e s \ 2 0 1 9 P r o j e c t s \ 1 9 - 1 1 8 - U D O T P I N 1 7 4 3 8 _ M S 4 \ 0 9 _ D a t a \ 3 6 7 M a n i l a Ju n e 9 , 2 0 1 9 G-2 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S NO T E S A N D C O N T A C T S DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QCCH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R TOWN OF MANILA 145 E. HWY 43 PO BOX189 MANILA, UT 84046 435-784-3143 JERRY MUIR 1.ALL CONSTRUCTION SHALL COMPLY WITH UDOT, DWQ, APWA, IBC, AND THE GOVERNING JURISDICTIONAL ENTITY(IES) STANDARD DRAWINGS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. WHERE A CONFLICT OCCURS THE MORE STRINGENT STANDARD APPLIES AS DETERMINED BY UDOT. SEE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE INFORMATION. UDOT SPECIFICATIONS APPLY FOR ALL GENERAL CONDITIONS. 2.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED AND STAMPED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER. 3.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFF SITE. 4.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES. SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRA COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES. 5.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MOST RECENT VERSION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCAL CITY STANDARDS. 6.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS GREATER THAN 3' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHIN THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED STRUCTURAL ENGINEER PRIOR TO UDOT'S OR THE CITY'S FINAL ACCEPTANCE. 7.THE CONTRACTOR IS RESPONSIBLE TO GATHER ALL PERMITS FROM GOVERNING JURISDICTION(S). 8.IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY WCG IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE DRAINAGE PLANS AND ANY FIELD OBSERVATIONS. 9.WCG IS THE ENGINEER AND/OR ENGINEER OF RECORD FOR THIS SET OF PLANS. USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO WCG. WCG SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. LEGAL NOTICE TO CONTRACTOR 1.WCG HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS PLAN TO CONTAIN THE RUNOFF AS REQUIRED BY THE JURISDICTIONAL ENTITY. SEE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE INFORMATION. 2.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO MAINTAIN THE FINAL GRADING ON THEIR PROPERTY IN ACCORDANCE WITH THE DRAINAGE CONCEPT IDENTIFIED IN THE GRADING AND DRAINAGE PLAN. 3.THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT, PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING OPERATIONS INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION, PLACEMENT, OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET. 4.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONAL. 5.THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR POLLUTION CAUSED BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE, ACCESS ROADWAYS, AND ADJACENT PROPERTIES IN A CLEAN CONDITION. 6.ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE JURISDICTIONAL ENTITIES AND UNIFORM BUILDING CODES. 7.PRIOR TO CONSTRUCTION, AN EROSION AND SEDIMENT CONTROL PLAN WILL BE SUBMITTED TO THE APPROPRIATE JURISDICTION FOR APPROVAL. GRADING & DRAINAGE NOTESGENERAL NOTES POWER 1.ALL POWER CONNECTIONS AND DESIGN SHALL BE PERFORMED BY THE LOCAL ENERGY SERVICES. SEE UTILITY CONTACTS SECTION ON THIS SHEET FOR MORE INFORMATION. 2.ANY WORK BEING PERFORMED AT THE REQUEST OF THE LOCAL ENERGY SERVICES SHALL BE PERFORMED TO THE REQUIREMENTS AND SPECIFICATIONS OF SAID ENERGY SERVICE. 3.ANY ELECTRICAL DESIGN WORK REQUIRED SHALL BE PERFORMED BY A LICENSED ELECTRICAL ENGINEER UNLESS OTHERWISE CONVEYED AS NOT REQUIRED BY THE LOCAL ENERGY SERVICES. 4.ACCESS TO EXISTING ELECTRICAL EQUIPMENT MUST BE MAINTAINED THROUGHOUT THE PROJECT. 5.CONTACT LOCAL ENERGY SERVICES FOR ANY REQUIRED CHANGES OR CONFLICTS WITH EXISTING ELECTRICAL INFRASTRUCTURE. 6.CHANGES MADE TO EXISTING INFRASTRUCTURE WILL BE DONE TO THE LOCAL ENERGY SERVICES STANDARDS AND COMPLETED BY A PRE-QUALIFIED CONTRACTOR OR ENERGY SERVICES. UTILITY NOTES Know what's below. Call before you dig. R THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE. CAUTION: NOTICE TO CONTRACTOR GENERAL 1.CONTRACTOR SHALL FOLLOW ALL BLUE STAKES PROTOCOLS. 3/4'' W 1'' W 2'' W 3'' W 4'' W 6'' W 8'' W WATER PROPOSEDEXISTING W A ALGEBRAIC GRADE CHANGE ABC AGGREGATE BASE COURSE AC ASPHALTIC CEMENT BC BUILDING CORNER BLDG BUILDING BM BENCHMARK BP BEGIN POINT BV BUTTERFLY VALVE C&G CURB & GUTTER CL CENTERLINE CB CATCH BASIN CLR CLEAR CO CLEANOUT CONC CONCRETE Cu COPPER C.Y.CUBIC YARD DIA DIAMETER DIP DUCTILE IRON PIPE DWG DRAWING E EAST OR EASTING EA EACH EL ELEVATION EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EP END POINT ESMT EASEMENT EX EXISTING FF FINISHED FLOOR ELEVATION FG FINISHED GRADE ELEVATION FL FLOW LINE FPS FEET PER SECOND FT FOOT OR FEET G GAS LINE GB GRADE BREAK HRZ HORIZONTAL HP HIGH POINT HWM HIGH WATER MARK ID INSIDE DIAMETER IN INCH(ES) L LENGTH LF LINEAR FEET L/S LANDSCAPE LP LOW POINT MAX MAXIMUM MFR MANUFACTURER MGD MILLION GALLONS PER DAY MH MANHOLE MIN MINIMUM N NORTH OR NORTHING N/A NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER O/W OIL/WATER SEPARATOR PC POINT OF CURVE PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE Q RATE OF FLOW R RADIUS R/W RIGHT OF WAY REV REVISION S SLOPE S/W SIDEWALK SD STORM DRAIN SDMH STORM DRAIN MANHOLE SPEC SPECIFICATIONS SSMH SANITARY SEWER MANHOLE SS SANITARY SEWER STD STANDARD TC TOP OF CONCRETE TBC TOP BACK OF CURB TA TOP OF ASPHALT TB TOP OF BERM TG TOP OF GRATE TW TOP OF WALL TYP TYPICAL UTC UNTREATED BASE COURSE VRT VERTICAL WTR WATER WTRWY WATERWAY UNKNOWN EXISTING PROPOSED ELECTRICAL MANHOLE ABBREVIATIONS STANDARD SYMBOLS HATCH PATTERNS SURFACE FEATURES BUILDING / PAD 2" MILL OVERLAY RIPRAP 1-1/2'' W GRAVEL FO TV T E JB PP S SD W E T FO W G TV T CO tv t tb FIBER OPTIC MANHOLE TELEPHONE MANHOLE CABLE TV MANHOLE ELECTRICAL POWER POLE ELECTRICAL BOX FIBER OPTIC BOX JUNCTION BOX TELEPHONE BOX TELEPHONE PEDESTAL CABLE TV BOX LIGHT POLE LIGHT POLE OPT 3 GAS METER CLEANOUT SEWER MANHOLE WATER MANHOLE WATER METER FIRE HYDRANT GATE VALVE CROSS TEE 90° BEND 45° BEND 22.5° BEND 11.25° BEND STORM DRAIN MANHOLE DROP INLET CURB INLET OIL/WATER SAND/GREASE FLARED END SMALL SIGN BOLLARD 10'' W 12'' W 3/4 INCH 1 INCH 1-1/2 INCH 2 INCH 3 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 4'' SD 6'' SD 10'' SD 12'' SD 15'' SD 16'' SD 18'' SD STORM PROPOSEDEXISTING SDUNKNOWN 48'' SD 8'' SD 24'' SD 30'' SD 36'' SD 42'' SD 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 42 INCH 48 INCH 4'' SS 6'' SS 10'' SS 12'' SS SEWER PROPOSEDEXISTING SSUNKNOWN 8'' SS 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH UGP UGP POWER PROPOSEDEXISTING OHPOVERHEAD UNDERGROUNDugpugp BCTV BFO TEL BTEL BTEL COMMUNICATIONS PROPOSEDEXISTING CTVOVERHEAD CABLE TV FO FO UNDERGROUND CABLE TV OVERHEAD FIBER OPTIC UNDERGROUNG FIBER OPTIC OVERHEAD TELEPHONE UNDERGROUND TELEPHONE 2'' G GAS PROPOSEDEXISTING G GUNKNOWN 2 INCH HPGHIGH PRESSURE FILL LOD LOD GB GB CUT CUT X X X CUT LINE FILL LINE LIMITS OF DISTURBANCE DITCH GRADE BREAK FENCE - BARBED FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - WOOD WALL - BLOCK WALL - PANEL WALL - ROCK R/W RIGHT OF WAY WALL - CONCRETE CENTERLINE (ROAD/ENTITY) CURB & GUTTER PARCEL LINE PROPERTY BOUNDARY JUT TOP TOP >> MISCELLANEOUS PROPOSEDEXISTING DEMO TOE UNKNOWN PIPE JOINT UTILITY TRENCH TOE OF SLOPE TOP OF SLOPE DIRECTIONAL FLOWLINE GUARDRAIL RAILROAD TRACKS EDGE OF PAVEMENT top top toe EXISTING/PROPOSED 4000 4002 4000 4002 CONTOUR - MAJOR CONTOUR - MINOR 10' PUBLIC UTILITY & DRAINAGE EASEMENT (P.U.E.) CONCRETE SIDEWALK / FLATWORK ASPHALT PAVEMENT s w co sd pp jb g e fo w e fo t tv G-3 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S LE G E N D A N D A B B R E V I A T I O N S DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QCCH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R CONSTRUCTION KEYNOTE TAGS OR DEMO PLAN OR GRADING PLAN OR SITE PLAN OR WATER OR SEWER OR STORM DRAIN 36 36 51 36 51 3601 G1 D01 01 G1 D01 ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○ ○ ○ RETAINING WALL RETAINING WALL CAGE EDGE OF ASPHALTCONCRETE EDGE OF ASPHALT TANKS EDGE OF ASPHALT RETAINING WALL EDGE OF ASPHALT WATER VALVES WASH RACK CONCRETE HOSE BIB RETAINING WALLELECTRIC POWER POLE ELECTRIC POWER POLE EVAPORATION POND WATER VALVE ELECTRIC METER EX. OIL TANK ELECTRIC METER HOSE BIBTREE (TYP) BOLLARD (TYP) BOLLARD (TYP) OIL / WATER SEPARATOR RIM=6417.25 SUMP=6409.15 CHAIN LINK FENCE EX. 12" RCP FL = 6392.21 RETAINING WALL WATER TANKS CHAIN LINK FENCE to p to e toe to e to p to p STRUCTURE PL PL PL PLPLPL PL PL PL PL PL PL PL PL PL PL PL PL pp pp e e w w w w w ss ss ss ss ss ss e PARCEL: 01-012A-0013 JOSEPH CABRILLO PARCEL: 01-012A-0012 JOSEPH CABRILLO PARCEL: 01-012A-0011 RICHARD A EREKSON PARCEL: 01-012A-0001 STATE ROAD COMMISSION OF UTAH PARCEL: 01-012A-0008 GAYLENE R RODERICK top top toptop THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE. CONTRACTOR IS TO BEGIN CONSTRUCTION AT LOW SIDE OF ALL GRAVITY LINES. CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS TO CALL BLUE STAKES PRIOR TO ANY CONSTRUCTION. EX-1 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S EX I S T I N G C O N D I T I O N S DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QCCH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R 0 40'80' 2N D E A S T S T R E E T TH I R D E A S T S T R E E T 4TH NORTH STREET SEE SHEET DM-1 FOR ENLARGED DEMOLITION PLAN ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ STORAGE/SALT SHED to p to p toe to e to e toetoe to e to e toe to p to p to p top to p to p toe PL PL PL PL e e 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 e top toptop top top toptoptoptoptop SA W C U T SA W C U T SA W C U T SA W C U T SA W C U T SA W C U T SAWCUT SAWCUT SAWCUT SAWCUT SA W C U T SA W C U T THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE. CONTRACTOR IS TO BEGIN CONSTRUCTION AT LOW SIDE OF ALL GRAVITY LINES. CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS TO CALL BLUE STAKES PRIOR TO ANY CONSTRUCTION. DM-1 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S DE M O L I T I O N P L A N DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R 0 15'30' DEMOLITION KEYNOTES: SAWCUT AND REMOVE EXISTING ASPHALT PER UDOT STD. SPEC. 02225. SEE SHEET CS-1 AND CG-1 FOR NEW PAVEMENT ARRANGEMENT AND EXTENTS. PROPERLY DISPOSE OF EXISTING WATER IN POND REMOVE EXISTING STAFETY BOLLARD AND PIER FOUNDATION. D01 D02 D03 PROTECTION KEYNOTES: PROTECT IN PLACE EXISTING WASHRACK AND CONCRETE SLAB. PROTECT IN PLACE EXISTING BUILDING STRUCTURE AND ROLL-UP DOORS. PROTECT IN PLACE EXISTING YARD HYDRANT AND VALVE. P01 P02 P03 RELOCATION KEYNOTES: BRINE TANKS AND RELATED EQUIPMENT TO BE RELOCATED BY UDOT AFTER TANK PAD CONSTRUCTION. PUMP HOUSE TO BE RELOCATED BY UDOT AFTER TANK PAD CONSTRUCTION. TEMPORARILY RELOCATE JERSEY BARRIERS AND RESTORE TO ORIGINAL POSITION FOLLOWING PIPE INSTALLATION AND PAVEMENT RESTORATION. R01 R02 R03 D01 D02 D01 R01 R02 P01 R03 D03 P02P02 P03 ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○ ○ ○ STORAGE STORAGE/SALT SHED PL PL PL PLPLPL PL PL PL PL PL PL PL PL PL PL PL PL pp pp e e w w w w w ss ss ss ss ss ss e top top toptop TOP TOP TOP 8''SD X X X X TOP TO P F I L L FI L L TOE TOE CU T 6'' SD CO > >> > > CUT FI L L CU T 8' ' S D CO CO TOP T O P TOP T O P E CO THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE. CONTRACTOR IS TO BEGIN CONSTRUCTION AT LOW SIDE OF ALL GRAVITY LINES. CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS TO CALL BLUE STAKES PRIOR TO ANY CONSTRUCTION. CS-0 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S OV E R A L L S I T E P L A N DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PIN PR O F E S S I O N A L E N G I N E E R 0 40'80' 2N D E A S T S T R E E T TH I R D E A S T S T R E E T 4TH NORTH STREET SEE SHEET CS-1 FOR ENLARGED SITE & UTILITY PLAN SEE DETAIL 3 ON SHEET DT-3 FOR DUMPSTER PAD ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○○○○○○○○ STORAGE/SALT SHED PL PL PL PL PL PL PL PL PL e w w w w w ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss e top toptop top top toptoptoptoptop TOP TOP TOP TOP TOP TOP TOP TO P 8''SD 8''SD 8''SD 8''SD 8''SD X X X X X X X X X X TOP TOP TOP TOP TO P TO P TO P TO P FILL FILL FILL F I L L FI L L FI L L T O E TOE T O E TOE TOE CU T CU T CU T CU T CUT 6'' SD 6'' SD 6'' SD 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D CO > > > > >> >>>>> > > > > > > > > CUT CUT CUT CUT FILL FIL L FIL L FILL CU T CUT 8' ' S D 8' ' S D 8' ' S D CO CO TO P TOP TOP TOP T O P TOP TO P TOP TOP TOP T O P E CO > > BE BE BE BE CS-1 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S SI T E & U T I L I T Y P L A N DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R 0 15'30' ELECTRICAL KEYNOTES: ADD ONE 50-AMP BREAKER AND CONDUCTOR WIRE TO EXISTING ELECTRICAL PANEL ROUTE 50-AMP CONDUCTOR WIRE TO EXTERIOR BURIED VIA WALL PANEL PENETRATION AND 2" CONDUIT & RISER. 2" BURIED CONDUIT AND 50-AMP CONDUCTOR WIRE. 2" CONDUIT RISER AND 3" PVC PIPE SLEEVE THROUGH MAT FOUNDATION. ELECTRICAL SUBPANEL, SEE PUMPHOUSE ELECTRICAL SERVICE NOTES BELOW. 31 32 33 34 35 CONSTRUCTION KEYNOTES: BRINE POND - CONCRETE DOUBLE LINED WITH LEAK DETECTION; SEE PLAN AND DETAILS ON SHEET DT-1. 12" REINFORCED CONCRETE TANK PAD; SEE DETAIL 3/DT-4 (BRINE TANKS AND PUMPHOUSE TO BE RELOCATED BY UDOT). 8" CONCRETE SLAB APRON; SEE DETAIL 1/DT-2. 8" CONCRETE CURB WALL; SEE DETAIL 4/DT-3. ASPHALT PAVEMENT; SEE DETAIL 2/DT-2. 6' CONCRETE WATERWAY; SEE DETAIL 5/DT-2. STORMWATER RETENTION POND; SEE SHEETS CG-0 AND CG-1. 2'x2' GRAVEL TRENCH DRAIN. SEE DETAIL 6/DT-2. 6" DEEP LOOSE RIPRAP PAD, SEE DETAIL 3/DT-2. 12" DEEP LOOSE RIPRAP PAD, SEE DETAIL 3/DT-2. CATCH BASIN AND DROP INLET. SEE SHEET CG-1. DIAGONAL HATCH INDICATES COMPACTED ON-SITE BORROW MATERIAL IN RE-GRADED AREAS. 01 02 03 04 05 06 07 08 09 10 11 12 19.5' 82' 16' 5' 13.5' 15.2' 4' 81' 5' 5' 40' 20' ±11.4' ±9.8' 12'4' 12' 4.5' 8'6'4' 4' 8' 1.SEE SHEET CG-1 FOR GRADING AND LOCATION INFO NOT SHOWN. 2.ALL INTERIOR AND EXTERIOR ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA 70) AND THE INTERNATIONAL BUILDING CODE (IBC), LATEST EDITIONS. SHEET GENERAL NOTES 31 32 33 34 3' 3' 34' 14' 35 1.SUBPANEL CIRCUITS: 1.1.LIGHTING (15 AMP) 1.2.PUMP POWER (20 AMP, GFCI) 1.3.MISC POWER (20 AMP, GFCI) 2.POWER RECEPTACLES: 2.1.COMMERCIAL-GRADE, GCFI, DUPLEX 2.2.PROVIDE ONE DEDICATED AND CLEARLY-LABELED INTERIOR RECEPTACLE ON THE PUMP POWER CIRCUIT. 2.3.PROVIDE ONE INTERIOR AND ONE EXTERIOR RECEPTACLE ON THE MISC POWER CIRCUIT. 2.4.EXTERIOR RECEPTACLE SHALL BE EXTERIOR RATED AND ENCLOSED IN A WEATHER-PROOF, WHILE-IN-USE STYLE BOX AND COVER. 3.LIGHTING: 3.1.ONE INTERIOR AND ONE EXTERIOR LIGHTING GANG BOX AND COVER PLATE SHALL BE INSTALLED. 3.2.LIGHT FIXTURES SHALL BE FURNISHED AND INSTALLED BY UDOT. 4.LOCATION OF ALL POWER AND LIGHTING RECEPTACLES SHALL BE APPROVED BY UDOT STAFF. PUMPHOUSE ELECTRICAL NOTES 01 02 03 04 05 05 05 6 07 08 09 11 11 10 10 3'10.7' 3'8.5' 10' 12 12 12 12 12 12 12 ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○ ○ ○ STORAGE STORAGE/SALT SHED PL PL PL PL PL PL PL PL PL PL PL PL pp pp e e w w w w w ss ss ss ss ss ss e top top toptop TOP TOP TOP 8''SD X X X X TOP TO P FI L L FI L L TOE TOE CU T 6'' SD CO > >> > > CUT FI L L CU T 8' ' S D CO CO TOP T O P TOP T O P E CO CG-0 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S OV E R A L L D R A I N A G E P L A N DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QCCH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PIN PR O F E S S I O N A L E N G I N E E R 0 40'80' STORM DRAIN POND COMBINED SUBBASIN, 2.23 AC BRINE POND COMBINED SUBBASIN, 0.70 AC LEGEND SEE SHEET CG-2 FOR ENLARGED GRADING & DRAINAGE PLAN SEE DETAIL 3 ON SHEET DT-3 FOR DUMPSTER PAD CB-1 CB-2 DEVISING LINE BETWEEN CB-1 AND CB-2 SUBBASINS ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○○○○○○○○○○ ○ ○ ○ ○ STORAGE STORAGE/SALT SHED PL PL PL PL PL PL PL PL PL PL PL e e w w w w w w w w w ss ss ss ss ss ss ss ss ss ss e toptop top toptoptop TOP TOP TOP TOP TO P 8''SD 8''SD X X X X X X TOP TOP TO P TO P F I L L FIL L FI L L TOE T O E TOE CU T CU T CU T 6'' SD 6'' SD 4'' S D 4' ' S D 4' ' S D 4'' S D 4'' S D 4'' S D 4' ' S D 4' ' S D CO > > > >>> > > > > CUT CUT FI L L FILL CUT 8' ' S D 8' ' S D CO CO TOP TOP TO P T O P TOP TOP T O P E CO > BE BE CG-1 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S MA S S G R A D I N G P L A N DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QCCH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PIN PR O F E S S I O N A L E N G I N E E R 0 25'50' A B C D E F MS4 COMPLIANCE PLAN SHALL INCLUDE CONTRACTOR'S PLAN FOR FINAL PLACEMENT, COMPACTION, AND DRAINAGE OF WASTED MATERIAL. PLAN SHALL BE SUBJECT TO UDOT APPROVAL AND SHALL MEET LONG-TERM EROSION CONTROL REQUIREMENTS IN ACCORDANCE WITH UDOT'S MS4 PERMIT. MS4 COMPLIANCE FOR SPOILS PLACEMENT ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ ○○○○○○○○○○○○○○○○○○○○○○○○ STORAGE/SALT SHED PL PL PL PL PL PL PL PL PL e w w w w w ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss e top toptop top top toptoptoptoptop TOP TOP TOP TOP TOP TOP TOP TO P 8''SD 8''SD 8''SD 8''SD 8''SD X X X X X X X X X X TOP TOP TOP TOP TO P TO P TO P TO P FILL FILL FILL F I L L FI L L FI L L T O E TOE T O E TOE TOE CU T CU T CU T CU T CUT 6'' SD 6'' SD 6'' SD 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D 4'' S D 4' ' S D CO > > > > >> >>>>> > > > > > > > > CUT CUT CUT CUT FILL FIL L FIL L FILL CU T CUT 8' ' S D 8' ' S D 8' ' S D CO CO TO P TOP TOP TOP T O P TOP TO P TOP TOP TOP T O P E CO > > BE BE BE BE 112LF O F 8 " S . D . @ 3 . 9 4 % 91LF OF 8 " S . D . @ 6 . 4 2 % 27LF OF 8" S.D. @ 3.88% 118LF OF 8" S.D. @ 3.81% CB-1 RIM/FL: 6410.25 IE OUT: 6407.56 (E) SUMP: 6406.56 CB-2 RIM: 6404.88 IE OUT: 6402.19 (S) SUMP: 6401.19 CO-1 RIM: ??? FL: 6401.69 6408 6410 6412 6406 6408 6410 641264 1 4 64 1 6 6400 6402 6404 6406 64 0 2 64 0 4 64 0 6 639 4 639 6 639 8 640 0 6402 6404 6406 64 1 2 TC: 8.64 TW: 10.11 TW: 9.61 TC: 8.15 TC: 8.01 N: 3527460.978 E: 2132859.936 TC: 8.51 TW: 9.98 1.5%1. 0 % FG: 9.81 FG: 7.68 FL: 9.39 FL: 7.46 TA: 6.80 FG: 14.30 FG/ME: 16.90 N:3527527.829 E:2132734.622 FG/ME: 14.86 N:3527532.101 E:2132802.508 FL: 10.00 N:3527516.952 E:2132868.603 FL: 8.00 N:3527504.193 E:2132924.266 FG/ME: 12.37 N:3527530.928 E:2132871.807 FG/ME: 13.81 N:3527533.025 E:2132839.401 TA: 6.80 TA/TC: 6.40 TA/TC: 6.40 TA: 7.54 N: 3527368.610 E: 2132881.240 TA/TW: 6.32 N: 3527378.615 E: 2132892.459 TA/TC/TW: 6.32 N: 3527458.660 E: 2132880.043 33.3% 33 . 3 % 3 3 . 3 % 3 3 . 3 % 32.5% 33.3 % 33.3 % 32 . 9 % 3 2 . 8 % 33.4% TC: 0.65 TC: 1.05 TC: 1.32 TC: 1.33 20 . 0 % 2. 0 % 2. 6 % 0. 5 % 1. 2 % 0.5% TW: 6.32 TW/TC: 6.32 OUTLET 1 FL: 6397.28 OUTLET 2 FL: 6396.65 FL: 10.66 TA/ME: 12.45 TA/ME: 10.74 TA/ME: 10.96 TA/ME: 10.53 TA/ME: 10.48 TA/ME: 9.41 0. 5 % FG/ME: 7.59 FG/ME: 7.10 FG/ME: 6.49 639 4 6394 639 6 639 6 639 8 639 8 FG: 6.22 FG: 6.80 FG/ME: 5.21 N:3527497.171 E:2132968.540 33 . 3 % TA/ME: 9.23 TA/ME: 7.43 TA/ME: 7.87 N:3527376.525 E:2132987.562 N:3527338.244 E:2132832.323 N:3527493.131 E:2132969.657 FG: -6.00 N:3527312.484 E:2132951.421 FG: -6.00 N:3527299.818 E:2132966.899 FG: -6.00 N:3527330.774 E:2132992.231 FG: -6.00 N:3527343.440 E:2132976.753 CO-2 RIM: ??? FL: 6397.69 9.7% 6.4% 2. 6 % THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE. CONTRACTOR IS TO BEGIN CONSTRUCTION AT LOW SIDE OF ALL GRAVITY LINES. CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS TO CALL BLUE STAKES PRIOR TO ANY CONSTRUCTION. GRADING KEYNOTES: FIELD LOCATE AND TIE INTO EXISTING ROUGH SWALE FLOWLINE. GRADE TO NEW SWALE FLOWLINE AND RIDGELINE TO ENSURE NORTHERN RUNOFF IS ROUTED TO CB-2. PAVE SMOOTH TRANSITION AROUND POND CORNER MAINTAIN DRIVEABILITY FOR POND MAINTENANCE. G1 G2 G3 CG-2 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S GR A D I N G & D R A I N A G E P L A N DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R 0 15'30' 1.SPOT ELEVATIONS SHOWN ARE ABOVE/BELOW A BASE ELEVATION OF 6400 FT. 2.SEE SHEET DT-1 FOR BRINE POND UNDERDRAIN AND LEAK DETECTION SYSTEM. SHEET NOTES STORM DRAIN KEYNOTES: UDOT STD CATCH BASIN UNDER CIP WATERWAY; SEE DETAIL 1/DT-4 AND UDOT STD DWG CB 1A & CB 1B. UDOT STANDARD CRATE & FRAME SET IN CIP WATERWAY; SEE DETAIL 1/DT-4 AND UDOT STD DWG GF 1. UDOT STD DIVERSION BOX WITH OPEN GRATE; SEE UDOT STD DWGS DB 1A AND DB 1D. 8-INCH PVC CLEANOUT WITH HEAVY-DUTY CAST IRON LID. 8-INCH HDPE OR POLYOLEFIN MITERED DRAIN GRATE AT SD PIPE DISCHARGE. STORM DRAIN POND TOP OF BERM; SEE DETAIL 2/DT-4 FOR POND TRANSVERSE CROSS-SECTION. LOOSE RIPRAP PAD AT STORM DRAIN DISCHARGE; SEE DETAIL 3/DT-2. 51 52 53 54 55 56 57 51 53 52 54 54 55 55 56 G1 G2 G3 57 57 X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXX X STORAGE STORAGE/SALT SHED PL PL PL PLPLPL PL PL PL PL PL PL PL PL PL PL PL PL pp pp e e w w w w w ss ss ss ss ss ss e top top toptop TOP TOP TOP X X X X TOP TO P FI L L FI L L TOE TOE CU T 6'' SD CO > >> > > CUT FI L L CU T CO CO TOP T O P TOP T O P E CO EC-1 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S ER O S I O N C O N T R O L P L A N DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QCCH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R 0 40'80' SF INLET PROTECTION PER UDOT STD DWG EN 4 MATERIAL STORAGE AREA STOCK PILE AREA PORTABLE TOILET CONTAINMENT (SEE DETAIL 1 SHEET DT-3) JOBSITE DUMPSTER CONCRETE WASHOUT AREA (SEE DETAIL 2 SHEET DT-3) DIRECTION OF EXISTING OVERLAND FLOW THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE. CAUTION: NOTICE TO CONTRACTOR PROVIDE SUITABLE MUD AND DIRT CONTAINMENT TO MAINTAIN WORK SITE, ACCESS ROADWAYS AND ADJACENT PROPERTIES. A WATER TRUCK WILL BE MAINTAINED AS NEEDED FOR DUST CONTROL PURPOSES. 8.SWEEP STREETS AS NEEDED OR AS DIRECTED. 9.FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. 10.INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS REQUIRED WITH NOI PERMIT. 11.INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. 12.AS CONSTRUCTION OF NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. 13.AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES INDICATED ON THE GRADING PLAN. 14.LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 16.THE BMP'S AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMP'S THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. 17.CONTRACTOR TO UTILIZE STABILIZED CONSTRUCTION ENTRANCE FOR VEHICLE TIRE WASH, AS NECESSARY. ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, CLEANED AND REPLACED. THE EMBANKMENT OF THE SEDIMENTATION BASIN SHALL BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. ALL TEMPORARY SEDIMENT TRAP AND SEDIMENTATION BASIN STRUCTURES SHALL BE CHECKED DAILY TO ENSURE THAT THEY ARE STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. SEDIMENT DEPOSITION SHALL BE REMOVED PERIODICALLY TO ENSURE FULL VOLUME IS AVAILABLE IN THE POND. CONTRACTOR SHALL ENSURE THAT OFF-SITE AREAS USED FOR BORROW OR SPOIL OF MATERIALS USED FOR THIS PROJECT ARE PERMITTED IN ACCORDANCE WITH UPDES REQUIREMENTS AND APPROPRIATE EROSION CONTROL MEASURE AND BMP'S BE PLACED TO ENSURE THAT EROSION SEDIMENT IS CONTAINED. SWPPP MAINTENANCE NOTES: SF SF SF SF SF SF SF SF SF SF SF SF SF SF PL LOD SWPPP NOTES 1.EROSION CONTROL GRAPHICS ARE SCHEMATIC AND DO NOT REFLECT EXACT PLACEMENT. CONTRACTOR RESPONSIBLE FOR FINAL DESIGN AND APPROVAL OF EROSION CONTROL IN ACCORDANCE WITH PERMITS. 2.SELECTION AND PLACEMENT OF EROSION CONTROL BMP'S CAN CHANGE BASED ON FIELD CONDITIONS AND CONSTRUCTION ACTIVITIES. 3.EROSION CONTROL DETAILS AS SHOWN ON UDOT STANDARD DWGS DT-4 THROUGH DT-6 ARE FOR REFERENCE ONLY AND ARE SUPERSEDED BY THE BMP'S OF THE JURISDICTIONAL ENTITY. 4.ALL EROSION AND SEDIMENTATION CONTROL BMP'S SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE LATEST VERSION OF THE JURISDICTIONAL ENTITIES DESIGN GUIDELINES. 5.PROTECT ALL TREES TO REMAIN. CONSTRUCT ACCESS WAYS OUTSIDE OF DRIP LINES. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN DRIP LINES. 6.ALL STOCKPILES OF STRIPPING, TOPSOIL OR OTHER MATERIALS SHALL BE ENCLOSED WITH A SILT FENCE. 7.CONTRACTOR SHALL PROVIDE SUITABLE EQUIPMENT TO CONTROL DUST AND AIR POLLUTION CAUSED BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ALSO SILT FENCE PER UDOT STD DWG EN 2 PROPERTY BOUNDARY LIMITS OF DISTURBANCE STABILIZED CONSTRUCTION ENTRANCE PER UDOT STD DWG EN 6 LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LEGEND X X X X X X X X X X 6'' SD 6'' SD 6'' SD 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D 4'' S D CO CO DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R A - B - DT-1 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 D E S I G N 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S DE T A I L S SCALE: 1 - POND LINING AND LEAK DETECTION DETAIL NTS D - C - 6' CHAIN LINK FENCE, TYPE I 3 SIDES FOR FALL PROTECTION. SEE POST DETAIL THIS SHEET. THREADED PLUG CAST IRON RING AND LID D & L SUPPLY H-8020 OR APPROVED EQUAL FINISH GRADE SCHEDULE 40 PVC REQ'D CAST IRON RING AND LID DETAIL BRINE POND ENLARGED PLAN 6' CHAIN LINK FENCE MOUNTED TO TOP OF WALL FOR FALL PROTECTION 3/8"x7"x9" PLATE WITH (4) 1/2" HEADED STUDS WITH 6" MIN. EMBED. COORDINATE PLACEMENT WITH MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR MAY USE (4) 1/2" STAINLESS STEEL TITAN HD SCREW ANCHORS WITH 6" MIN. EMBED. INSTEAD OF STUDS. WELD POST TO STEEL PLATE PER MANUFACTURER'S RECOMMENDATION CONCRETE RETAINING WALL SEE STRUCTURAL FENCE POST DETAIL 3/16"TYP.C - LOWER LEAK DETECTION PORT D - UPPER LEAK DETECTION PORT 18" POND LINER6" PERFORATED PVC MANIFOLD PIPE (SEE NOTE 2) 6" HDPE PIPE CAST IRON RING AND LID 12" POND LINER 6" HDPE PIPE CAST IRON RING AND LID CREATE OPENING IN POND LINER AND SEAL AROUND PIPE PERFORATED PIPE FOR BOTTOM 1' OF PIPECREATE 6" DEEP DEPRESSION ON LINER BOTTOM LOWER PORT PLAN VIEW POND LINER A - SECTION VIEW A B - SECTION VIEW B 18" ASPHALT PAVEMENT (SEE DETAIL 2/DT-2) 18" CONCRETE WALL AND SLAB DETAIL (SEE NOTE 1) 6' CHAIN LINK FENCE, TYPE I CONCRETE WALL AND SLAB (SEE NOTE 2) TOP OF WALL (TW) TOP OF CONCRETE (TC) TOP OF WALL (TW) 18" 2' ASPHALT PAVEMENT (SEE DETAIL 2/DT-2) 4' 18" MIN. 18" MIN. 4" PERFORATED PVC (SEE PLAN VIEW) 8' MAX 2' BENCH WRAP UPPER LINER UNDER LOWER LINER. DO NOT WELD. 2' BENCH 8' MAX TOP OF CONCRETE (TC) SEE DETAIL 1/DT-3 FOR POND LINING LAYERS DETAIL SEE DETAIL 4/DT-2 FOR POND LINING LAYERS DETAIL 6" PERFORATED PVC MANIFOLD PIPE (SEE PLAN VIEW) 10' NOTE: 1.ALL SOILS SHALL BE NON-FROST SUSCEPTIBLE BELOW POND AND RETAINING WALL DOWN TO FROST DEPTH (MINIMUM). 2.SEE STRUCTURAL SHEETS ST-1 AND ST-2 FOR DETAILS AND NOTES FOR CONCRETE WORK. ALL STRUCTURAL CONCRETE SHALL MEET THE REQUIREMENTS OF UDOT STANDARD SPECIFICATION SECTIONS 03055 AND 03310 FOR TYPE AA(AE) CONCRETE. 3.WRAP ALL PERFORATED PIPE IN NON-WOVEN GEOTEXTILE SEPARATION FABRIC. 6" SUITABLE ON-SITE BORROW 6" SUITABLE ON-SITE BORROW RAISE FENCE FABRIC ON WEST SIDE ONLY 2" MIN 6' CHAIN LINK FENCE, TYPE I POND MATERIAL TAKEOFF** 12" WALLS: 43 CY 8" SLAB: 131 CY 12" SLAB: 62 CY 4" SD PIPE: 440 LF 6" SD PIPE: 100 LF 60 MIL HDPE LINER: 2000 SY PLAN QUANTITIES PROVIDED FOR INFORMATION ONLY. 2.0', TYP DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R DT-2 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 D E S I G N 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S DE T A I L S SCALE: 1 - REINFORCED CONCRETE SLAB NTS SCALE: 2 - ASPHALT PAVEMENT SECTION NTS SCALE: 5 - 6' CONCRETE WATERWAY DETAIL NTS RIGID PLASTIC KEYWAY CONSTRUCTION JOINT SAWCUT TO BE MADE WITHIN 24 HOURS OF PLACEMENT CONTROL JOINT T T/3 GRANULAR BORROW PER UDOT 02056 UNTREATED BASE COURSE PER UDOT 02721 HMA - 1/2 INCH, PG 64-34 PER UDOT STD 02741 SPECIAL 02742S 4" 8" 6" LEVEL TO GRADE NOTES: 1.USE GRADE 60 EPOXY COATED REINFORCING STEEL BARS WITH MINIUM 3 INCH COVER. 2.PROVIDE 3/4 CHAMFER ON ALL EXPOSED CONCRETE CORNERS. 3.PROVIDE JOINTS AT 15-FT MINIMUM SPACING. 9" 3' 1-1/4" 6" #4 @ 12" O.C. LONGITUDINAL UNTREATED BASE COURSE 3" #4 @ 24" O.C. TRANSVERSE 3' 4" FL, SEE PLAN EXIST. GROUNDEXIST. GROUND SCALE: 3 - LOOSE RIPRAP DETAIL NTS NON-WOVEN SEPARATION FABRIC LOOSE RIPRAP, D50 = 6" VARIES, SEE PLAN VARIES, SEE PLAN 18 " 6" E B C D G F POND LAYERS: CONCRETE SLAB; SEE ST SHEETS FOR REINF. 3/8" MINUS OR NATIVE MATERIAL COMPACTED TO 95% MODIFIED PROCTOR WITH MAXIMUM SURFACE ROUGHNESS AMPLITUDE OF 0.50 INCHES DRAINAGE GEOTEXTILE - 10 OZ NONWOVEN GEOTEXTILE FABRIC 60 MIL HDPE LINER, OR APPROVED EQUAL. 200 GSE HYPERNET GEONET, OR APPROVED EQUAL. BEDDING SAND NATIVE SUBGRADE MATERIAL SCARIFIED AND RECOMPACTED TO 95% MODIFIED PROCTOR WITH MAXIMUM SURFACE ROUGHNESS AMPLITUDE OF 0.50 INCHES. A SCALE: 4 - POND LINING LAYERS DETAIL NTS VARIES SEE PLAN SEE PLAN SEE DETAIL 2 THIS SHEET DETAIL KEYNOTES: STRUCTURAL CONCRETE, CLASS AA(AE) PER UDOT 03055. PLACE PER UDOT 02776. UNTREATED BASE COURSE, PER UDOT 02721 GRANULAR BORROW, PER UDOT 02056 LEVEL TO GRADE. A B C D 8" 8" 6" #4 @ 12" EW CONCRETE SLAB SECTION A B C D SCALE: 6 - 2'x2' GRAVEL TRENCH NTS LOOSE RIPRAP, D50 = 6" FREE-DRAINING GRANULAR BACKFILL PER UDOT 02056 NON-WOVEN SEPARATION FABRIC 2'-0" 2'-0" 6" NOTE: ALL REINFORCEMENT SHALL BE GR 60 EXPOXY COATED. > > > > > > TC: 22.62 TC: 22.30 TC: 22.70TC: 23.02 TW: 25.12 TW: 24.80 TW: 25.52 TW: 25.20 FG: 24.37 FG/ME: 22.63 FG: 24.52 FG/ME: 22.29 2. 0 % 1.4% 2. 5 % 6424 6. 8 % 11 . 1 % FG/ME: 24.27 FG/ME: 24.78 FG/ME: 24.39FG: 25.00 SCALE: 3 - ENLARGED DUMPSTER PLAN NTS DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R DT-3 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 D E S I G N 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S DE T A I L S SCALE: 1 - PORTABLE TOILET CONTAINMENT NTS SCALE: 2 - CONCRETE WASHOUT AREA NTS VA R I E S 10' AA STAKE (TYP.) STRAW BALE (TYP.) 10 MIL PLASTIC LINING PLAN TYPE "ABOVE GRADE" WITH STRAW BALES 10 MIL PLASTIC LINING STAPLES (2 PER BALE)BINDING WIRE STRAW BALEWOOD OR METAL STAKES (2 PER BALE) SECTION "A" NOTES: 1.CONCRETE WASH WATERS ARE NOT PERMITTED TO LEACH INTO GROUND WATER. NATIVE MATERIAL (OPTIONAL) CONTAINMENTS EARTH BERM GRAVEL PAD NOTES: 1.LOCATE PORTABLE TOILETS IN CONVENIENT LOCATIONS THROUGHOUT THE SITE. 2.PREPARE LEVEL GRAVEL SURFACE & PROVIDE CLEAR ACCESS TO THE TOILETS FOR SERVICING & FOR ON-SITE PERSONNEL. 3.CONSTRUCT EARTH BERM PERIMETER (SEE EARTH BERM BARRIER INFORMATION SHEET) CONTROL FOR SPILL PROTECTION LEAK (or PROVIDE SECONDARY CONTAINMENT, ie DRIP PANS). COMPACTED EARTHSOURC E O F POTEN T I A L CONTA M I N E N T COMPACTED EARTH GRAVEL PAD 23.33' 22' 20.66'20' NOTES: 1.AT CONTRACTOR OPTION SIDE CURB WALLS MAY BE SLOPED WITH A MINIMUM HEIGHT OF 6" ABOVE ADJACENT FINISH GRADE. 2.SPOT ELEVATIONS SHOWN ARE ABOVE A BASE ELEVATION OF 6400 FT. SEE NOTE 2 SEE NOTE 1 SEE NOTE 14 DT-3 DETAIL KEYNOTES: 8-INCH THICK REINFORCED CONCRETE SLAB. SEE DETAIL 1 ON SHEET DT-2. 8" CONCRETE CURB WALL. SEE DETAIL 4 ON THIS SHEET. GRADE SWALE AROUND BACK OF CURB WALL USING SUITABLE ON-SITE BORROW MATERIALS. COMPACT TO 85% MODIFIED PROCTOR EXISTING EDGE OF PAVEMENT, TYP 01 02 03 040402 02 02 01 04 03 SCALE: 4 - CURB WALL OVER REINFORCED CONCRETE PAD NTS 3" MIN SEE NOTE 2 18" #5 @ 12" VERT 3 EA. #4 HORIZ ROUGHEN TO 1/4" AMPLITUDE 8" TANK PAD EDGE SECTION 3" MIN 12" MIN 30" MAX 8" DUMPSTER PAD EDGE SECTION NOTES: 1.SEE DETAIL 1 ON SHEET DT-2 FOR PAVEMENT AND MAT SLAB REINFORCING. 2.AT CONTRACTOR OPTION, EXTEND MAT SLAB TO SUPPORT CURB WALL FORMWORK. 1'-6" 12" #4 Z-BAR @ 12" #5 @ 12" VERT #4 @ 12" HORIZ (2 EA. MIN.) ROUGHEN TO 1/4" AMPLITUDE 4.5' 1.5' DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PI N PR O F E S S I O N A L E N G I N E E R DT-4 JS B GH 05 / 2 0 / 2 0 2 5 RE G I O N 3 D E S I G N 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S DE T A I L S SCALE: 1 - WATERWAY OVER CATCHBASIN NTS SCALE: 2 - STORMWATER POND SECTION NTS 6' WATERWAY SEE DETAIL 5/DT-2 RECTANGULAR GRATE & FRAME PER UDOT STD DWG GF01. CATCH BASIN AND CLEANOUT BOX PER UDOT STD DWGS CB 5A AND CB 5B. MODIFY ROUGH OPENING AS SHOWN TO ACCOMMODATE GRATE & FRAM IN WATERWAY ABOVE. 2' MIN COVER 1.66' 3' OUTLET PIPE, SEE SHEET CG-1 4' 4'-0" TOP OF BERMHIGH WATER MARK 4'-0"3'-0" 1 3 1 3 1 3 SUITABLE ONSITE BORROW MATERIAL COMPACTED TO 85% MODIFIED PROCTOR PLACED IN MAXIMUM 8" LIFTS. SCALE: 3 - REINFORCED CONCRETE TANK PAD NTS 12 " 8" 6" NOTES: 1.USE GRADE 60 EPOXY COATED REINFORCING STEEL BARS. 2.PROVIDE 2.5 INCH CONCRETE COVER TO TOP AND SIDE REINFORCING STEEL AND 3 INCH COVER TO SOIL. 3.PROVIDE 3/4 CHAMFER ON ALL EXPOSED CONCRETE CORNERS. 4.DO NOT ADD SAWCUT JOINTS. DETAIL KEYNOTES: STRUCTURAL CONCRETE, CLASS AA(AE) PER UDOT 03055. GRANULAR BORROW PER UDOT 02056S WITH 1.5" MAX AGGEGATE COMPACTED TO 95% MODIFIED PROCTOR. IN SITU MATERIAL SCARIFIED AND RECOMPACTED TO 95% MODIFIED PROCTOR. A B C #4 @ 12" EW TOP & BOT A B C SCALE: 3 - CONCRETE STRUCTURE QUANTITY TAKE-OFF NTS DESIGN CRITERIA: APPLICABLE CODES: IBC, LATEST ED. UDOT STD SPECIFICATIONS SOIL BEARING CAPACITY 1500 PSF FROST DEPTH 36 INCHES STRUCTURAL GENERAL NOTES: GENERAL: 1. BUILDER IS TO APPROVE & VERIFY ALL PLANS BEFORE CONSTRUCTION. 2. VERIFY CONDITIONS BEFORE BEGINNING CONSTRUCTION. 3. DO NOT SCALE DRAWINGS, FOLLOW DIMENSIONS ONLY. 4. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 5. THE 2018 INTERNATIONAL BUILDING CODE WITH POSSIBLE MODIFICATIONS BY THE LOCAL CODE ADMINISTRATION WILL GOVERN WHERE NOT OTHERWISE QUALIFIED IN THE SPECIFICATION. 6. IN THE EVENT OF CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE SPECIFICATIONS, THE MORE STRINGENT PROVISIONS WILL GOVERN. 7. SPECIFICATIONS AND DRAWINGS INDICATE FINISHED STRUCTURE. THE BUILDER IS TO BE RESPONSIBLE FOR CONSTRUCTION METHODS, PROCEDURES, AND CONDITIONS (INCLUDING SAFETY). 8. CONSTRUCTION LOADS ARE NOT TO OVERLOAD THE STRUCTURE OR BE IN EXCESS OF DESIGN LOADINGS INDICATED ON THE DRAWINGS. 9. ALL MANUFACTURED COMPONENTS, MATERIALS, FASTENERS, ASSEMBLIES, ETC. ARE TO BE HANDLED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE SPECIFIC MANUFACTURED PRODUCTS ARE CALLED FOR, GENERIC EQUALS WHICH MEET APPLICABLE STANDARDS AND SPECIFICATIONS MAY BE SUBSTITUTED. 10. NO VARIANCE BY A BUILDING OFFICIAL WILL BE BINDING ON THE DESIGNER. EARTH WORK: 1. SITE WORK INCLUDES DEMOLITION, SITE CLEARING, EXCAVATION, FILLING, GRADING, DRAINAGE, AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON THE DRAWINGS. 2. THE CONTRACTOR IS TO INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLING EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESS POOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH ITEMS ARE FOUND, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. SOILS ARE TO BE PROTECTED FROM FREEZING, DESICCATION, AND FLOODING. 4. NOTIFY THE OWNER IMMEDIATELY IF THE FOLLOWING SOIL CONDITIONS ARE ENCOUNTERED: A. EXPANSIVE OR COLLAPSIBLE SOIL B. UNDOCUMENTED FILL MATERIALS C. SATURATED SOILS D. ORGANIC MATERIALS 5. NO EXCAVATION IS TO BE MADE CLOSER THAN 1' VERTICAL AND 3' HORIZONTAL TO A FOOTING UNLESS NOTED OTHERWISE (U.N.O). FOUNDATIONS: 1. FOOTING THICKNESSES SHOWN ON THE DRAWINGS ARE MINIMUM. 2. FOOTINGS MAY BE POURED NEAT AGAINST SIDES OF EXCAVATIONS ONLY IF APPROVED BY THE OWNER. 3. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL TEMPORARY EMBANKMENTS AND EXCAVATIONS. 4. BACKFILL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. 5. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATURAL SOIL OR ON ENGINEERED FILL COMPACTED TO 95% MAXIMUM DRY DENSITY. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LATERALLY SUPPORTING ALL RETAINING TYPE FOUNDATION WALLS WHILE COMPACTING BEHIND WALLS AND UNTIL ALL SUPPORTING MEMBERS HAVE BEEN PLACED SUCH AS FLOOR SLABS. 7. BACKFILL SHALL NOT BE PLACED AGAINST RETAINING WALLS UNTIL THE WALLS HAVE ACHIEVED THEIR DESIGN STRENGTH. 8. BACKFILL SHALL BE MIN. 12" FREE DRAINING MATERIAL WITH DRAIN PROVIDED AS NEEDED BEHIND RETAINING WALL TYPE. 7. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 8. BOTTOM OF FOOTINGS ARE TO BE PLACED TO LOCAL FROST DEPTH REQUIREMENTS OR PLACED ON NON-FROST SUSCEPTIBLE SOIL DOWN TO FROST DEPTH MIN. 9. FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 10. CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL VERIFY SUITABILITY OF BEARING SOILS INCLUDING SOIL BEARING PRESSURE, PRIOR TO PLACING FOUNDATIONS AND FLOOR SLABS. AS WELL AS VERIFY THE ASSUMPTION THAT THE WATER TABLE IS AT AN ACCEPTABLE DEPTH BELOW THE BOTTOM OF FOUNDATION. CONCRETE: 1. CONCRETE CONSTRUCTION IS TO CONFORM TO ACI 318 LATEST EDITION. 2. CONCRETE IS TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 3. MAXIMUM SLUMP SHALL BE 4" 4. ALL CONCRETE IS TO BE THOROUGHLY CONSOLIDATED AT THE TIME OF PLACEMENT. 5. CONCRETE IS TO BE PROTECTED FROM FREEZING FOR THE FIRST 7 DAYS AFTER PLACEMENT. 6. ALL CONCRETE SHALL HAVE XYPEX ADMIXTURE. 7. PROVIDE 3/4 CHAMFER ON ALL EXPOSED CONCRETE CORNERS. 8. ALL STRUCTURAL CONCRETE SHALL MEET THE REQUIREMENTS OF UDOT STANDARD SPECIFICATION SECTIONS 03055 AND 03310 FOR TYPE AA(AE) CONCRETE. REINFORCEMENT: 1. ALL REINFORCING STEEL IS TO BE EPOXY COATED DEFORMED-CARBON REINFORCING STEEL BARS. 2. REINFORCEMENT IS TO BE PLACED WITH A MINIMUM OF 3" OF COVER IN CONCRETE DEPOSITED ON EARTH. 3. REINFORCEMENT IS TO BE PLACED WITH A MINIMUM OF 2" OF COVER IN CONCRETE FORMED AGAINST EARTH. 4. REINFORCEMENT IS TO BE PLACED WITH A MINIMUM OF 2" OF CONCRETE COVER FROM THE EXTERIOR FACE OF WALLS AND 3/4" OF CONCRETE COVER FROM INTERIOR WALL FACES. 5. REINFORCEMENT IS TO BE PLACED WITH A MINIMUM OF 3/4" CONCRETE COVER FROM THE TOP OF CONCRETE SLABS ON GRADE. DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PIN PR O F E S S I O N A L E N G I N E E R ST-1 05 / 2 0 / 2 0 2 5 RE G I O N 3 D E S I G N 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S ST R U C T U R A L D E T A I L S JS B HB W No. 295715 STATE OF U T A H PROF E S S I ONAL EN G I N E E R GARY HORTON ELECTRONIC SEAL 05/20/2025 THIS SEAL APPLIES TO ALL SHEETS CONTAINING THIS SIGNATURE FO O T I N G T H I C K N E S S SE E S C H E D . ℄ WALL 1'-0" TYP TOE REINFORCING (T) SEE SCHEDULE T&B HORIZONTAL TOE RIENFORCING (HT)SEE SCHEDULE T&B SEE SCHEDULE VERTICAL REINFORCING E.F. (V) SEE SCHEDULE HORIZONTAL REINFORCING E.F. (H) 3" C L R TY P 2" CLR 2" CLR 2" C L R TY P 180° HOOK HE I G H T - V A R I E S S E E S C H E D U L E VARIES SEE FOOTING WIDTH B 8" 3" C L R TY P HEIGHT CONCRETE RETAINING WALL SCHEDULE WIDTH "B"FOOTING THICKNESS VERTICAL.STEM REINFORCEMENT EACH FACE HORIZONTAL STEM REINFORCEMENT EACH FACE 6'-6"8'-9"14" 5'-6"7'-3"12" 4'-6"6'-0"12" #6 BARS @ 12" O.C. #5 BARS @ 12" O.C. #6 BARS @ 12" O.C. #6 BARS @ 12" O.C. #4 BARS @ 12" O.C. #4 BARS @ 12" O.C. #4 BARS @ 12" O.C.#5 BARS @ 12" O.C.#5 BARS @ 12" O.C. 3'-6"4'-9"12"#4 BARS @ 12" O.C.#5 BARS @ 12" O.C.#5 BARS @ 12" O.C. #6 BARS @ 12" O.C. #4 BARS @ 12" O.C. #4 BARS @ 12" O.C. #4 BARS @ 12" O.C. TOE REINFORCEMENT (T)TOP AND BOTTOM HORIZONTAL TOE REINFORCEMENT (HT) TOP AND BOTTOM 6" S T A R T E R W A L L PE R M A N U F A C T U R E S RE C O M M E N D A T I O N WHERE SINGLE LAYER OF REINFORCING OCCURS, BEND STEEL AS SHOWN FOR OUTSIDE BARS. LAP PER ACI 318 FOR EPOXY COATED BARS BA R LA P BAR LAP TYPICAL CORNER BA R LA P BAR LAP INTERSECTION CORNER ALTERNATE LAP: NOTE: 2-#5 VERT, TYP DR A W N B Y AP P R O V E D B Y AP P R O V E D SHEET NO. UT A H D E P A R T M E N T O F T R A N S P O R T A T I O N DA T E RE V I S I O N S RE M A R K S DA T E NO . QC CH E C K E D B Y PR O J E C T PR O J E C T NU M B E R PIN PR O F E S S I O N A L E N G I N E E R RETAINING WALL DETAIL AT BRINE POND TYP. REINFORCEMENT DETAILS CONSTRUCTION JOINT (WATER TIGHT) FIRST PLACEMENT SECOND PLACEMENT CONTINUOUS HORIZ. REINF. ST-2 05 / 2 0 / 2 0 2 5 RE G I O N 3 D E S I G N 19 1 1 8 S- R 3 9 9 ( 3 6 7 ) MA N I L A M A I N T E N A N C E S T A T I O N MS 4 I M P R O V E M E N T S ST R U C T U R A L D E T A I L S JS B HB W POLYVINYL CHLORIDE WATERSTOPS: POLYVINYL CHLORIDE (PVC) WATERSTOPS SHALL BE MANUFACTURED BY THE EXTRUSION PROCESS FROM AN ELASTOMERIC PLASTIC COMPOUND, THE BASIC RESIN OF WHICH SHALL BE PVC. THE COMPOUND SHALL CONTAIN ANY ADDITIONAL RESINS, PLASTICIZERS, STABILIZERS, OR OTHER MATERIALS NEEDED TO ENSURE THAT, WHEN THE MATERIAL IS COMPOUNDED, IT WILL MEET THE PERFORMANCE REQUIREMENTS GIVEN IN THIS SPECIFICATION. NO RECLAIMED PVC OR OTHER MATERIAL SHALL BE USED. THE MATERIAL SHALL COMPLY WITH THE FOLLOWING PHYSICAL REQUIREMENTS WHEN TESTED UNDER THE INDICATED ASTM TEST METHOD. WATERSTOP REQUIREMTENTS ASTM TEST METHOD REQUIREMENTS TABLE 8.9.2.6.2-1 SPECIFIC GRAVITY ASTM D792 1.35 MAX. DUROMETER HARDNESS ASTM D2240 75 + 5 TENSILE STRENGTH ASTM D412 1.8 KSI ELONGATION ASTM D412 350% COLD BRITTLENESS ASTM D746 -35°F STIFFNESS IN FLEXURE ASTM D747 0.350 KSI WATERSTOP TO BE INSTALLED ALONG ALL COLD JOINTS 4" PVC WATERSTOP. SIKA GREENSTREAK #702 OR APPROVED EQUIVALENT INSTALLED PER MANUFACTURES RECOMMENDATIONS PVC WATERSTOP - SIKA GREENSTEAK #702 OR APPROVED EQUIVALENT WITH 2" CLEAR COVER PER MANUFACTURERS RECOMMENDATION NOTES: 1.ALL SOILS SHALL BE NON-FROST SUSCEPTIBLE BELOW POND AND RETAINING WALL DOWN TO FROST DEPTH (MINIMUM).