Document Millcreek_doc_4ffc1f571f

Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 CVR.dwg - CVR - 6/27/2023 04:40pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 ARIZONA WYOMING IDAHO COLORADO NEVADA I-15 89 I-15 I-70 163 I-70 6 6-50 50 6 40 40 I-80 I-80 I-80 89 91 BOX ELDER CACHE RICH WEBER MORGAN DAVIS TOOELE SALT LAKE UTAH WASATCH SUMMIT DAGGETT DUCHESNE UINTAH CARBON JUAB MILLARD BEAVER IRON WASHINGTON KANE GARFIELD PIUTE WAYNE EMERY GRAND SAN JUAN SANPETE SEVIER STATE MAP VICINITY MAP ENGINEER: HORROCKS ENGINEERS - VERTICAL CONTROL DATUM BASED ON NAVD88 PROJECT SITE H O R R O C K S E N G I N E E R S CONSTRUCTION DRAWINGS FOR MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH CONTACT: TREVOR PRICE, PE OWNER: MILLCREEK CITY 3330 SOUTH 1330 EAST MILLCREEK, UT 84106 CONTACT: FREDERICK LUTZE, DEPUTY CITY ENGINEER BASIS OF BEARING: THE BASIS OF BEARING FOR THIS SURVEY IS SOUTH 89°23'21" EAST BETWEEN THE WEST QUARTER CORNER AND CENTER MONUMENTS OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE 1 EAST, SALT LAKE BASE AND MERIDIAN. BENCHMARK: #100 ELEV.4394.619' NOR: 7425329.4590' EAST: 1542556.7860' STREET MONUMENT 3300 SOUTH & 1300 EAST (2.5" FLAT BRASS) UT-2648-20 TP JS JS 05/26/2023 COVER SHEET MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 1 C0.0 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 Know what's below. Call before you dig. R SHEET TABLE Sheet Number Sheet Title C0.0 COVER SHEET C0.1 GENERAL NOTES C1.0 DEMOLITION PLAN C2.0 HORIZONTAL CONTROL C3.0 HORIZONTAL CONTROL AND SITE PLAN C3.1 HORIZONTAL CONTROL TABLES C4.0 GRADING PLAN C5.0 PLAN & PROFILE C6.0 DETAILS C6.1 DETAILS ---PAGE BREAK--- GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARD DRAWINGS AND SPECIFICATIONS OF THE GOVERNING JURISDICTIONAL ENTITY(IES) FOR THIS PROJECT, UNLESS OTHERWISE NOTED. SEE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE INFORMATION. 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. OWNER/DEVELOPER/CONTRACTOR IS REQUIRED TO CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICES IN A SUFFICIENT AMOUNT OF TIME SO AS TO PROPERLY DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES AND TO AVOID DELAYS TO THE CONSTRUCTION SCHEDULE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE PROJECT GEOTECHNICAL REPORT. SEE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE INFORMATION. 6. 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. 7. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCAL CITY STANDARDS. 8. CONTRACTOR MUST OBTAIN A PERMIT FROM THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION. GENERAL NOTES 1. HORROCKS ENGINEERS 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. 1. THESE PLANS HAVE BEEN PREPARED BASED ON A GEOTECHNICAL REPORT PERFORMED BY THE ENTITY AS OUTLINED IN THE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET. 2. IT IS THE PROPERTY OWNER'S RESPONSIBILITY (DEVELOPER, HOMEOWNER, HOMEOWNERS ASSOC. ETC.) TO COMPLETE AND MAINTAIN THE FINAL GRADING ON THEIR PROPERTY IN ACCORDANCE WITH THE DRAINAGE CONCEPT IDENTIFIED IN THE GRADING AND DRAINAGE PLAN AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. THE PROPERTY OWNER IS RESPONSIBLE, IN PERPETUITY, FOR INSPECTING AND MAINTAINING PROPER DRAINAGE DURING CONSTRUCTION AND WHEN RE-GRADING OR MAKING MODIFICATIONS TO DRAINAGE FACILITIES THAT AFFECTS THEIR PROPERTY. 3. ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO DELIVERY TO THE SITE. 4. 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 GEOTECHNICAL REPORT DESCRIBED IN THE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET AND ONSITE FIELD OBSERVATIONS AS REQUIRED BY THE GEOTECHNICAL FIRM. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY HORROCKS ENGINEERS IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONAL. 7. ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE PREPARATION, SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS. 8. 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. 9. ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE JURISDICTIONAL ENTITY, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL INVESTIGATION STUDY. 10. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS. 11. PRIOR TO CONSTRUCTION, AN EROSION AND SEDIMENT CONTROL PLAN WILL BE SUBMITTED TO THE PUBLIC WORKS DIRECTOR FOR APPROVAL. GRADING & DRAINAGE NOTES UTILITY NOTES WATER 1. ALL EXISTING UNUSED WATER LATERALS MUST BE CAPPED AND KILLED AT THE MAIN PER SALT LAKE CITY PUBLIC UTILITY STANDARDS. 2. WATER METER SETTER BOXES MAY BE RE-USED OR SALVAGED. 3. EXISTING WATER LATERALS MAY BE ABANDONED IN PLACE UNLESS SPECIFICALLY FORBIDDEN BY JURISDICTIONAL ENTITY. 4. PROPOSED WATER LATERALS SHALL BE ALL NEW PIPE OF THE MATERIAL TYPE SHOWN ON PLANS AND/OR REQUIRED BY THE JURISDICTIONAL ENTITY. 5. WATER VALVES MAY BE RE-USED AS APPROVED BY THE JURISDICTIONAL ENTITY. 6. FIRE HYDRANTS MAY BE RE-USED AS APPROVED BY THE JURISDICTIONAL ENTITY. 7. RAISE ALL UTILITIES, SUCH AS MANHOLES, METER SETTERS, FIRE HYDRANTS, WATER VALVE LIDS, ETC. TO ROADWAY OR PROJECT FINISHED GRADE AS MAY BE APPLICABLE. 8. ALL BACKFLOW ASSEMBLY INSTALLATION AND TESTING SHALL COMPLY WITH THE BACKFLOW REQUIREMENTS OF THE JURISDICTIONAL ENTITY. 9. 12 GAUGE COPPER LOCATE WIRE SHALL BE TAPED TO ALL WATER LINES FOR LOCATION PURPOSES. THE WIRE SHALL BE BROUGHT UP AT EACH VALVE BOX AND HYDRANT. 10. ALL REMOVED EXISTING WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED OF ACCORDING TO GOVERNING REGULATIONS. IRRIGATION 1. RAISE ALL UTILITIES, SUCH AS MANHOLES. TO ROADWAY OR PROJECT FINISHED GRADE AS MAY BE APPLICABLE. 2. ALL IRRIGATION MATERIALS, SPECIFICATIONS, AND INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE JURISDICTIONAL ENTITY. 3. BEDDING: 3/4" GRAVEL 6" BELOW AND ON SIDES OF PIPE AND 12" ABOVE PIPE (MINIMUM). 4. JUNCTION BOXES: 12" OF 3/4" GRAVEL REQUIRED UNDER BOXES. 5. CONSTRUCT CONCRETE APRON AROUND MANHOLES & BOXES WHEN LOCATED WITHIN ASPHALT. POWER 1. CONTRACTOR TO FOLLOW ALL BLUE STAKES PROTOCOLS 2. ALL POWER CONNECTIONS AND DESIGN SHALL BE PERFORMED BY THE LOCAL ENERGY SERVICES. SEE UTILITY CONTACTS SECTION ON THIS SHEET FOR MORE INFORMATION. 3. ANY WORK BEING PERFORMED AT THE REQUEST OF THE LOCAL ENERGY SERVICES SHALL BE PERFORMED TO THE REQUIREMENTS AND SPECIFICATIONS OF SAID ENERGY SERVICE. 4. ANY ELECTRICAL DESIGN WORK REQUIRED SHALL BE PERFORMED BY A LICENSED ELECTRICAL ENGINEER UNLESS OTHERWISE CONVEYED AS NOT REQUIRED BY THE LOCAL ENERGY SERVICES. 5. ACCESS TO EXISTING ELECTRICAL EQUIPMENT MUST BE MAINTAINED THROUGHOUT THE PROJECT. 6. CONTACT LOCAL ENERGY SERVICES FOR ANY REQUIRED CHANGES OR CONFLICTS WITH EXISTING ELECTRICAL INFRASTRUCTURE. 7. 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 1. CONTRACTOR NEEDS TO CONTACT DOMINION ENERGY GAS MARKETING DEPARTMENT, PRIOR TO BREAKING GROUND, FOR GAS SIGN UP. SEE UTILITY CONTACTS SECTION ON THIS SHEET FOR MORE INFORMATION. 2. CONTRACTOR WILL BE RESPONSIBLE TO GET ALL COMPACTION TESTS DONE AT DEVELOPERS EXPENSE. 3. IF CASINGS/CONDUITS ARE NEEDED, THEY ARE TO BE INSTALLED BY AND PAID FOR BY THE PROJECT. A MAP WILL BE AVAILABLE AT DOMINION ENERGY GAS FOR CASING LOCATIONS. 4. ALL OF THE 10 FOOT UTILITY EASEMENTS BACK OF SIDEWALK WILL BE GRADED TO WITHIN 6 INCHES OF TOP BACK OF CURB BEFORE GAS LINES WILL BE INSTALLED. 5. ALL TRENCHES SHALL BE BACKFILLED AND ALL DEBRIS, CONSTRUCTION MATERIALS AND EXCESS DIRT PILES SHALL BE CLEARED AWAY. 6. PROPERTY LOT LINES, BACK OF CURB AND GRADE MUST BE STAKED BY DEVELOPER BEFORE GAS WILL BE INSTALLED. 7. WATER AND SEWER LINES, CULVERTS OR OTHER HAZARDS NOT CLEARLY NOTICEABLE SHALL BE STAKED BY DEVELOPER. 8. FAILURE TO COMPLY WITH THE ABOVE NOTES WILL RESULT IN DELAY OF GAS SERVICE TO THIS PROJECT. 9. CONTRACTOR WILL CONTACT DOMINION ENERGY GAS AT LEAST TWO WEEKS PRIOR TO BEING READY, FOR SCHEDULING OF INSTALLATION. 10. *****IMPORTANT NOTICE***** GAS WILL BE PUT ON THE SCHEDULE FOR INSTALLATION WHEN POWER TRENCH IS BURIED, STREETS ARE WITHIN 6 INCHES OF SUB-GRADE AND THE 10 FOOT UTILITY EASEMENT IS GRADED TO TOP BACK OF CURB. 11. HIGH PRESSURE GAS NOTE: IF HIGH PRESSURE GAS LINES ARE LOCATED IN OR NEAR THE DIGGING AREA: BEFORE DIGGING THE CONTRACTOR WILL CALL THE LOCAL DOMINION ENERGY GAS REPRESENTATIVE. DOMINION ENERGY GAS ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL NOTIFY HORROCKS ENGINEERS OF ANY FOUND CONFLICTS PRIOR TO ANY WORK BEING DONE RELATED TO THE ISSUE. LEGAL NOTICE TO CONTRACTOR 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 HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. PROJECT SPECIFICATIONS AND STANDARDS 1. CURRENT MILLCREEK CITY MUNICIPAL CODE AND ENGINEERING STANDARDS 2. GEOTECHNICAL EVALUATION MILLCREEK COMMONS, NINYO & MOORE, DATED JUNE 18, 2020 GEOTECHNICAL ADDENDUM - PAVER RECOMMENDATIONS - REVISED, NINYO & MOORE, DATED DECEMBER 15, 2020" 3. SALT LAKE CITY PUBLIC UTILITIES STANDARD DETAILS AND SPECIFICATIONS 4. APWA MANUAL OF STANDARD SPECIFICATIONS, 2017 ed. 5. APWA MANUAL OF STANDARD DRAWINGS, 2017 ed. REVISIONS REV No. SHEET No. DATE OF REV DESCRIPTION 1 3/4'' W 3/4'' W W W W W W W W W W W W W WATER PROPOSED EXISTING W W A ALGEBRAIC GRADE CHANGE ABC AGGREGATE BASE COURSE AC ASPHALTIC CEMENT OR CONCRETE BC BUILDING CORNER BCR BACK OF CURB RETURN BFE BASE FLOOD ELEVATION BFF BASEMENT FINISH FLOOR BLDG BUILDING BM BENCHMARK BP BEGIN POINT BV BUTTERFLY VALVE BVC BEGIN VERTICAL CURVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BVP BEGIN VERTICAL PROFILE BVW BOTTOM OF VISIBLE WALL C&G CURB & GUTTER CB CATCH BASIN CL CENTERLINE 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 EG EXISTING GRADE/ GROUND ELEV ELEVATION EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EP END POINT ESMT EASEMENT EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE EX EXISTING FE FLANGE END FF FINISHED FLOOR FG FINISHED GRADE FJ FLANGE JOINT FL FLOW LINE FM FORCE MAIN FPS FEET PER SECOND FT FOOT OR FEET FUT FUTURE G GAS LINE GB GRADE BREAK GFF GARAGE FINISHED FLOOR GV GATE VALVE HGL HYDRAULIC GRADE LINE HP HIGH POINT HRZ HORIZONTAL HWM HIGH WATER MARK ID INSIDE DIAMETER IN INCH(ES) IRR IRRIGATION (PRESSURIZED)/ NON-POTABLE K VERTICAL CURVE COEFFICIENT L LENGTH LF LINEAR FEET LP LOW POINT L/S LANDSCAPE LT LEFT LVC LENGTH OF VERTICAL CURVE MAX MAXIMUM ME MATCH EXISTING MFR MANUFACTURER MGD MILLION GALLONS PER DAY MH MANHOLE MID MIDDLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH OR NORTHING, FRICTION FACTOR N/A NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PH PHASE PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION Q RATE OF FLOW R RADIUS REV REVISION RT RIGHT R/W RIGHT OF WAY S SLOPE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SF SQUARE FOOT/ FOOTAGE S/L STREETLIGHT SPEC SPECIFICATIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SVE SIGHT VISIBILITY EASEMENT S/W SIDEWALK TA TOP OF ASPHALT TBC TOP BACK OF CURB TBDC TOP BACK OF DEPRESSED CURB TBM TEMPORARY BENCH MARK TC TOP OF CONCRETE TEMP TEMPORARY TF TOP OF FOOTING TG TOP OF GRATE TRW TOP OF RETAINING WALL TW TOP OF WALL TYP TYPICAL UTC UNTREATED BASE COURSE V VELOCITY VC VERTICAL CURVE VRT VERTICAL W/ WITH WMH WATER MANHOLE WTR WATER UNKNOWN EXISTING PROPOSED ELECTRICAL MANHOLE # FINISHED FLOOR ELEVATION PARKING STALL COUNT TBC & TBDC SPOT ELEVATION FL & TG SPOT ELEVATION FF:2752.84 ABBREVIATIONS STANDARD SYMBOLS HATCH PATTERNS SURFACE FEATURES BUILDING / PAD CONCRETE SIDEWALK / FLATWORK ASPHALT PAVEMENT SECTION CALLOUTS CONSTRUCTION KEYNOTE TAGS 1-1/2'' W 1-1/2'' W LANDSCAPE AREAS / GRASS 35 D00 OR DEMO PLAN OR GRADING PLAN OR SITE PLAN OR WATER OR SEWER OR STORM DRAIN OR MISCELLANEOUS 66 36 51 A 01 G1 G9 D99 50 65 80 Z FO TV T E JB IR PP S SD W E T FO IR W G G TV T CO SD BH fo tv t jb ir pp s w e t fo ir w g g tv tb co e sd FIBER OPTIC MANHOLE TELEPHONE MANHOLE CABLE TV MANHOLE ELECTRICAL POWER POLE SIGNAL POLE ELECTRICAL BOX FIBER OPTIC BOX JUNCTION BOX TELEPHONE BOX TELEPHONE PEDESTAL CABLE TV BOX LIGHT POLE LIGHT POLE OPT 2 LIGHT POLE OPT 3 GAS MANHOLE GAS METER CLEANOUT SEWER MANHOLE IRRIGATION MANHOLE IRRIGATION BOX WATER MANHOLE WATER METER FIRE HYDRANT FIRE HYDRANT OPT 2 GATE VALVE GATE VALVE OPT 2 CROSS TEE 90° BEND 45° BEND 22.5° BEND 11.25° BEND WYE REDUCER CAP & PLUG STORM DRAIN MANHOLE AREA DRAIN ROUND AREA DRAIN SQUARE DROP INLET CURB INLET CURB INLET OPT 2 CURB INLET OPT 3 CURB DOUBLE INLET CURB DOUBLE INLET OPT 2 COMBO BOX OIL/WATER SAND/GREASE OIL/WATER SAND/GREASE OPT 2 FLARED END LARGE FLARED END SMALL SIGN BOLLARD BORE HOLE SD BH 3/4 INCH 1 INCH 1-1/2 INCH 2 INCH 3 INCH 4 INCH 6 INCH 8 INCH SD SD SD SD 12'' SD 12'' SD 18'' SD 18'' SD STORM PROPOSED EXISTING SD SD UNKNOWN SD SD 4 INCH 6 INCH 8 INCH 12 INCH 18 INCH SS SS SS SS SEWER PROPOSED EXISTING SS SS UNKNOWN SS SS 4 INCH 6 INCH 8 INCH SERVICE LATERAL 12'' IRR 12'' IRR IRRIGATION PROPOSED EXISTING IRR IRR UNKNOWN 12 INCH BEL BEL POWER PROPOSED EXISTING OHP OHP OVERHEAD UNDERGROUND BCTV BCTV BFO BFO TEL TEL BTEL BTEL COMMUNICATIONS PROPOSED EXISTING CTV CTV OVERHEAD CABLE TV FO FO UNDERGROUND CABLE TV OVERHEAD FIBER OPTIC UNDERGROUNG FIBER OPTIC OVERHEAD TELEPHONE UNDERGROUND TELEPHONE GAS PROPOSED EXISTING G G UNKNOWN LOD LOD GB GB GB X X X X X LIMITS OF DISTURBANCE GRADE BREAK FENCE - BARBED FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - WOOD WALL - BLOCK WALL - ROCK R/W RIGHT OF WAY WALL - CONCRETE CENTERLINE (ROAD/ENTITY) CURB & GUTTER PARCEL LINE PROPERTY BOUNDARY > > > MISCELLANEOUS PROPOSED EXISTING DIRECTIONAL FLOWLINE EDGE OF PAVEMENT EXISTING/PROPOSED 4000 4002 4000 4002 CONTOUR - MAJOR CONTOUR - MINOR WATER METER OPT 2 BLOW-OFF BO WM TBC:2752.85 FL:2752.86 NATURAL GAS CATV SERVICE TELEPHONE POWER SALT LAKE CITY PUBLIC UTILITIES 1530 S. WEST TEMPLE SALT LAKE CITY, UTAH 84115 [PHONE REDACTED] WATER UTILITY CONTACTS DOMINION ENERGY 1640 NORTH MOUNTAIN SPRINGS PKWY SPRINGVILLE, UTAH 84663 (801) 853-6521 DON PERO: (801) 652-3834 COMCAST 12179 SOUTH STATE ST DRAPER, UT 84095 (800) 934-6489 PAUL CABIBI: (801) 401-3041 CENTURY LINK 151 WEST WINCHESTER ST SALT LAKE CITY, UTAH 84107 (801) 967-4180 ARLENE DENNEY: (801) 974-8130 ROCKY MOUNTAIN POWER 560 WEST GLEN CARTER DR LEHI, UTAH 84043 (385) 201-1040 BRENT THOMAS MT. OLYMPUS IMPROVEMENT DISTRICT 3932 S 500 E SALT LAKE CITY UTAH, 84107 [PHONE REDACTED] SEWER Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 GN.dwg - GN-1 - 6/27/2023 04:40pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 UT-2648-20 TP JS JS 05/26/2023 GENERAL NOTES MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 2 C0.1 1. DIMENSIONS SHOWN ARE TO THE THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED. 2. DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION THAN IS DIMENSIONED ON THE PLANS. 3. ON SLOPING AREAS THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MITIGATE ANY POSSIBLE EROSION PROBLEMS IN THE TRENCHES DUE TO STORM WATER THAT MIGHT OCCUR DURING OR AFTER CONSTRUCTION AS DIRECTED OR APPROVED BY ENGINEER. 4. DURING CONSTRUCTION THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE INTERIM PROVISIONS FOR PASSAGE OF IRRIGATION AND STORM WATER. NO SUPPLEMENTAL COMPENSATION WILL BE MADE FOR THE WET CONDITIONS OF FLOW DIVERSIONS. 5. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURERS AS DETAILED IN THE PROJECT PLANS UNTIL FINAL ACCEPTANCE OF THIS PROJECT. 6. THE CONTRACTOR SHALL ALSO BE REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE THAT NO STORM WATER/SEDIMENT AND/OR CONSTRUCTION DEBRIS ARE RELEASED FROM THE SITE. ANY RELEASES SHALL BE CLEANED AND MITIGATED AT CONTRACTOR'S EXPENSE. STORM NOTES ---PAGE BREAK--- s pp w w fo t fo t sd t t e t e t e w w w e e s s s w s s s w g ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w ss ss ss ss ss ss ss ss ss s bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel w w w w w w w co co X X X pp pp sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd s s s s s SD SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL DEMOLITION PLAN DEMOLITION KEYNOTES MILL EXISTING ASPHALT PAVEMENT AND DISPOSE IN LOCATION SPECIFIED BY THE CITY REMOVE AND PROPERLY DISPOSE OF EXISTING CURB AND GUTTER REMOVE AND PROPERLY DISPOSE OF EXISTING CONCRETE WATERWAY REMOVE AND PROPERLY DISPOSE OF EXISTING CONCRETE SIDEWALK/ FLATWORK REMOVE AND PROPERLY DISPOSE OF EXISTING TREE REMOVE AND PROPERLY DISPOSE OF DRIVE APPROACH REMOVE AND PROPERLY DISPOSE OF WATER METER AND METER VAULT REMOVE AND PROPERLY DISPOSE OF EXISTING POWER POLE REMOVE AND PROPERLY DISPOSE OF EXISTING UTILITY REMOVE AND PROPERLY DISPOSE OF EXISTING CURB WALL REMOVE AND PROPERLY DISPOSE OF EXISTING FENCE AND POSTS D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 D11 Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 DEMO.dwg - DM-0 - 6/27/2023 04:41pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 UT-2648-20 TP JS JS 05/26/2023 DEMOLITION PLAN MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 3 C1.0 0 20' 40' SCALE: 1" = 20' H O R R O C K S E N G I N E E R S N Know what's below. Call before you dig. R D02 D03 D04 D04 D02 D04 SITE RELOCATION KEYNOTES RELOCATE OR REMOVE AND PROPERLY DISPOSE OF EXISTING SIGN RELOCATE EXISTING ELECTRICAL JUNCTION BOX BY OTHERS RELOCATE EXISTING TELEPHONE BOX BY OTHERS RELOCATE EXISTING UTILITY BY OTHERS (NOT USED) RELOCATE EXISTING LIGHT POLE R01 R02 R03 R04 R05 R02 R02 EXISTING BUILDING TO BE REMOVED PRIOR TO CONSTRUCTION R03 R02 R03 NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. 2. CONTRACTOR TO BRING TO ENGINEER'S ATTENTION ANY ITEM NOT SHOWN ON THIS PLAN SHEET THAT THE CONTRACTOR FEELS IS NECESSARY TO REMOVE OR RELOCATE PRIOR TO REMOVAL OR RELOCATION. PROTECT IN PLACE PROTECT IN PLACE D05 D05 D01 D06 COMMUNICATION BOX TO BE INSTALLED UNDERGROUND D04 EXISTING SIGN TO BE PROTECTED IN PLACE D08 D08 PROTECT IN PLACE EXISTING BOLLARDS TO BE PROTECTED IN PLACE D02 D02 D02 D02 D02 D04 D10 R01 R01 D01 D09 R05 R05 EXISTING ASPHALT TO REMAIN SAWCUT EXISTING ASPHALT SAWCUT EXISTING ASPHALT SAWCUT EXISTING ASPHALT SAWCUT EXISTING SIDEWALK, CURB AND GUTTER SAWCUT EXISTING SIDEWALK, CURB AND GUTTER SAWCUT EXISTING SIDEWALK, CURB AND GUTTER D11 SAWCUT EXISTING ASPHALT SAWCUT EXISTING ASPHALT D07 ---PAGE BREAK--- fo fo e e e e e ir X co + 1 00 + 2 00 + 3 00 + 4 00 + 5 00 + 6 00 + 7 00 + 8 00 + 9 00 + 9 16 PI: 2+44.98 PI: 4+64.59 SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL STA: 1+00.00 0.00 FT N: 7425764.2206 E: 1542527.6155 STA: 9+15.89 0.00 FT N: 7425771.6403 E: 1543343.4110 N89°36'02"E 144.98' N88°19'40"E 219.61' N90°00'00"E 451.31' 0 30' 60' SCALE: 1" = 30' H O R R O C K S E N G I N E E R S N CHAMBERS AVENUE 1300 E STREET Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 HC.dwg - HC-0 - 6/27/2023 04:42pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 UT-2648-20 TP JS JS 05/26/2023 HORIZONTAL CONTROL MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 4 C2.0 HIGHLAND DRIVE NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. NOT INCLUDED IN CONTRACT CURB & GUTTER BY OTHERS ---PAGE BREAK--- pp fo s co X X X BEL BEL BEL BEL BEL BEL BEL BEL BEL BEL BEL BEL R4.5' R2' R4.5' 15.4' R24.2' R23' 4.5' 2.5' R4.5' R4.5' SD SD SD SD sd SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL 1206 1207 1211 1212 1213 1216 1217 1218 1219 13' 13' 13' 13' 14' 11' 11' 13' 13' 10' 22' 8.9' 5.8' 2.5' 8' 4' 40' 8.8' 10.4' 5.4' 2.5' 24' 5' 5' 5.5' 709 758 759 760 761 762 763 764 765 766 767 768 769 770 771 772 773 774 784 785 786 787 788 789 790 791 792 922 923 924 925 [PHONE REDACTED] 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1127 1131 1132 928 929 930 931 932 933 934 935 936 937 938 939 941 942 943 944 945 803 804 805 808 812 814 815 978 997 2' 2' 826 1025 817 818 819 820 821 822 823 5' 9' TYP. 20' 24' 20' 6' 20' 24' 20' 7' 27.3' 6' 9' TYP. 20' 9' TYP. 9' 9' TYP. 9' TYP. 9' TYP. 24' 20' 7.8' 0.7' 15.4' 5.4' 2.3' 9.7' 4.1' 3.7' 3.7' R4.5' 9' TYP. 7.1' 4.7' 20.2' 8' 24.7' 9' TYP. 1010 1011 1012 1013 1014 1015 1016 28' 9' 831 832 7.1' 8' 8' 8' 8' 1136 1137 1138 1139 1140 1141 R5' 833 834 835 49.7' 8' 2' R30' R30' 28' 837 838 839 840 [PHONE REDACTED] 1101 1300 1301 1302 1303 1304 1305 1306 1307 1308 1310 1311 1312 1026 1027 R2.5' R2.5' 1204 1208 1209 1220 0 20' 40' SCALE: 1" = 20' H O R R O C K S E N G I N E E R S N HIGHLAND DRIVE Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 HC-PTS.dwg - SITE - 6/27/2023 04:43pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 UT-2648-20 TP JS JS 05/26/2023 HORIZONTAL CONTROL AND SITE PLAN MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 5 C3.0 Know what's below. Call before you dig. R CHAMBERS AVENUE SITE KEYNOTES INSTALL ROADWAY ASPHALT PAVEMENT PER DETAIL 1, SEE SHEET C6.0 INSTALL PARKING AREA ASPHALT PAVEMENT PER DETAIL 2, SEE SHEET C6.0 (NOT USED) INSTALL VARIABLE WIDTH CONCRETE SIDEWALK NO.1 PER MILLCREEK STANDARD DETAIL 145, SEE SHEET C6.0 INSTALL ADA RAMP PER MILLCREEK STANDARD DETAIL 135, SEE SHEET C6.0 INSTALL CONCRETE CURB AND GUTTER NO. 1 PER MILLCREEK STANDARD DETAIL 140, SEE SHEET C6.0 INSTALL CONCRETE CURB WALL TYPE P PER APWA STANDARD DETAIL 209, SEE SHEET C6.0 INSTALL CONCRETE WATERWAY PER MILLCREEK STANDARD DETAIL 116, SEE SHEET C6.0 INSTALL CONCRETE DRIVE APPROACH PER MILLCREEK STANDARD DETAIL 125, SEE SHEET C6.0 INSTALL RETAINING WALL. SEE LANDSCAPING PLANS INSTALL STANDARD CONCRETE PARKING STOP INSTALL ROCK MULCH. SEE DTL 4 SHEET C.6.1 INSTALL TYPE 1 LUMINAIRE AND POLE WITH BASE PER MILCREEK COMMON STANDARDS. SEE DETAIL 25 SHEET C6.1 FOR LIGHT POLE BASE. INSTALL ROADWAY ASPHALT PAVEMENT PER DETAIL 3, SEE SHEET C6.0 INSTALL 6" VARIABLE WIDTH CONCRETE SIDEWALK NO.1 PER APWA PLAN 231, SEE SHEET C6.0 01 02 03 04 05 06 07 08 09 10 11 12 13 14 SIGNING KEYNOTES R1-1, "STOP" (36" X 36") SIGN PER MUTCD NEWEST EDITION, ON A UDOT P2 POST WITH A UDOT B1 BASE R2-1, "SPEED LIMIT 25" (24" X 30") SIGN PER MUTCD NEWEST EDITION, ON A UDOT P2 POST WITH A UDOT B1 BASE RELOCATED CROWN BURGER SIGN R7-8, "DISABLED PARKING" (12"X18") SIGN PER MUTCD NEWEST EDITION, ON A UDOT P2 POST WITH A UDOT B1 BASE STREET BLADES INSTALLED ABOVE AND ON SAME POST AS STOP SIGN 01 02 03 04 05 STRIPING KEYNOTES 4" SOLID YELLOW PAINT STRIPE 4" SOLID WHITE PAINT STRIPE 8" SOLID WHITE PAINT STRIPE STRAIGHT ARROW PAINT SYMBOL 8" SOLID YELLOW PAINT STRIPE TURN ARROW PAINT SYMBOL ADA PAINT SYMBOL 01 02 03 04 05 06 07 NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. HIGHLAND DRIVE 01 01 01 08 05 05 05 05 05 06 03 03 06 03 05 04 01 03 04 04 02 CURB AND GUTTER BY OTHERS. 06 10 TYP. TYP. 10 01TYP. 01TYP. 01TYP. 01TYP. 01TYP. 01TYP. 03 03 03 10 07 07 07 04 04 04 05 05 05 13 04 12 12 06 DASHED LINES INDICATE WORK DONE BY OTHERS IN A FUTURE PROJECT. INSTALL BURIED ELECTRICAL CONDUIT AND WIRE INSTALL BURIED ELECTRICAL CONDUIT AND WIRE CONNECT POWER TO EXISTING ELECTRICAL PEDESTAL 11 11 11 11 01 11 11 MATCH ASPHALT UP TO EXISTING CONCRETE APRON 01TYP. 13 ---PAGE BREAK--- TOP BACK OF CURB POINT TABLE Point # 709 758 759 760 761 762 763 764 765 766 767 768 769 770 771 772 773 774 784 785 786 787 788 789 790 791 792 803 804 805 808 812 814 815 817 818 819 820 821 822 823 826 831 832 833 834 835 837 838 839 840 841 842 Northing 7425755.98 7425785.14 7425789.71 7425796.91 7425807.06 7425833.96 7425839.29 7425848.95 7425725.88 7425736.76 7425746.29 7425748.15 7425748.10 7425748.23 7425752.33 7425750.37 7425755.23 7425756.14 7425741.24 7425822.47 7425816.13 7425786.57 7425783.33 7425773.67 7425771.16 7425771.13 7425780.02 7425756.14 7425744.89 7425650.46 7425743.60 7425785.14 7425785.54 7425786.75 7425742.37 7425738.86 7425738.92 7425685.42 7425664.42 7425626.92 7425698.41 7425755.74 7425690.42 7425659.42 7425626.84 7425621.82 7425604.17 7425785.14 7425683.22 7425687.59 7425679.87 7425675.50 7425658.19 Easting 1542886.71 1543203.81 1543244.71 1543276.60 1543293.10 1543298.96 1543297.52 1543294.93 1543327.98 1543322.52 1543309.40 1543298.97 1543233.10 1543178.86 1543183.73 1543153.96 1543149.86 1543139.26 1543318.14 1543299.75 1543298.25 1543298.88 1543304.22 1543306.77 1543304.84 1543270.90 1543269.90 1543129.06 1543153.44 1543348.29 1543232.91 1543179.95 1543215.71 1543228.16 1543153.27 1543148.82 1543133.35 1543133.14 1543133.05 1543132.91 1543335.28 1542878.72 1543133.15 1543133.03 1543154.17 1543159.15 1543159.08 1543129.54 1543315.37 1543331.49 1543333.58 1543317.46 1543346.17 Description TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TOP OF CONCRETE POINT TABLE Point # 922 923 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 941 942 943 944 945 [PHONE REDACTED] 1011 1012 1013 1014 1015 1016 1025 1026 1027 Northing 7425847.57 7425837.91 7425833.59 7425823.34 7425818.48 7425811.52 7425744.27 7425744.90 7425743.70 7425752.31 7425758.49 7425758.64 7425758.64 7425751.60 7425745.12 7425751.64 7425751.64 7425745.38 7425738.16 7425738.16 7425736.51 7425733.01 7425724.28 7425784.64 7425823.17 7425742.80 7425696.89 7425648.88 7425664.44 7425685.44 7425678.43 7425685.50 7425827.51 7425755.36 7425656.60 Easting 1543289.76 1543292.34 1543292.59 1543292.81 1543291.66 1543287.71 1542886.71 1542908.31 1542910.76 1542917.51 1542908.69 1542892.29 1543107.97 1543107.97 1543114.78 1543129.06 1543139.06 1543147.74 1543306.39 1543311.89 1543314.22 1543317.78 1543322.35 1543089.63 1543292.79 1543177.90 1543329.49 1543342.49 1543128.05 1543128.14 1543112.21 1543112.21 1543292.94 1542779.79 1543340.40 Description TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC SD STRUCTURES POINT TABLE Point # 1204 1206 1207 1208 1209 1211 1212 1213 1216 1217 1218 1219 1220 Northing 7425716.56 7425770.64 7425755.04 7425632.52 7425696.42 7425770.64 7425770.64 7425757.39 7425784.60 7425793.33 7425770.64 7425749.13 7425629.42 Easting 1543182.49 1542877.67 1542903.72 1543226.45 1543133.72 1543073.64 1543121.71 1543132.54 1543132.54 1543265.26 1543266.44 1543270.16 1543133.46 Description SD SD SD SD SD SD SD SD SD SD SD SD SD LIGHTING, SIGNAGE, AND STRIPING POINT TABLE Point # 1100 1101 1114 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1127 1131 1132 1136 1137 1138 1139 1140 1141 Northing 7425675.38 7425679.51 7425770.60 7425779.41 7425770.63 7425759.60 7425759.66 7425751.56 7425768.60 7425787.16 7425770.66 7425747.93 7425745.31 7425730.63 7425812.01 7425834.65 7425787.14 7425745.90 7425660.15 7425673.15 7425689.13 7425689.43 7425678.37 7425660.43 Easting 1543179.50 1543317.40 1543225.95 1543264.94 1543265.93 1543233.12 1543308.92 1543301.66 1543301.77 1543272.81 1543306.02 1543312.02 1543316.85 1543329.00 1543299.23 1543301.53 1543203.81 1543298.97 1543149.55 1543149.60 1543149.66 1543132.15 1543128.11 1543132.04 Description LIGHT POLE LIGHT POLE STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPE-SWL STRIPE-SWL STRIPE-RTA STRIPE-LTA STRIPE-ARROW STRIPE-STOP STRIPE-STOP STRIPE-CROSSWALK STRIPE-CROSSWALK STRIPE-CROSSWALK STRIPE-CROSSWALK SIGN-SPEED SIGN-STOP STRIPE-ADA STRIPE-ADA STRIPE-ADA SIGN-ADA SIGN-ADA SIGN-ADA TOP OF ASPHALT POINT TABLE Point # 1300 1301 1302 1303 1304 1305 1306 1307 1308 1310 1311 1312 Northing 7425783.34 7425814.21 7425799.18 7425784.14 7425784.22 7425784.64 7425784.64 7425603.53 7425630.46 7425672.30 7425676.17 7425647.47 Easting 1542778.97 1542808.08 1542834.97 1542861.47 1542866.71 1542891.91 1542933.91 1543215.48 1543223.02 1543315.22 1543329.51 1543337.30 Description TA TA TA TA TA TA TA TA TA TA TA TA Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 HC-PTS.dwg - PT TABLES - 6/27/2023 04:43pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 UT-2648-20 TP JS JS 05/26/2023 HORIZONTAL CONTROL TABLES MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 6 C3.1 Know what's below. Call before you dig. R ---PAGE BREAK--- pp fo fo sd s co X X X pp pp sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd 4403 4402 4401 GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB SD SD SD SD sd + 4 00 + 5 00 + 6 00 + 7 00 + 8 00 + 9 00 + 9 16 PI: 4+64.59 GB GB SD SD SD GB GB GB SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL GB GB GB GB GB GB SD SD SD SD SD SD SD 6.41% 7.68% 2.50% 2.03% 1.89% 1.85% 1.21% 1.33% 1.67% 4.99% 0.19% 4.09% 4.29% 5.69% 5.56% 8.23% 1.32% 1.78% 2.07% 4.99% 1.89% 5.39% 5.70% 4.00% 4.23% 1.53% 0.32% 1.98% 4.15% 0.17% 0.99% 2.84% 4.08% 4.97% 0.99% 1.00% 4.57% 5.58% 1.96% 1.00% 1.55% 1.00% 6.42% 5.59% 7.79% 8.51% 5.80% 61LF OF 18" S.D. @ 1.20% STA: 7+06.40 SDCI-11 RIM: 4413.08 INV OUT: 4408.87 18" 67LF OF 18" S.D. @ 1.00% STA: 7+06.66 SDCI-10 RIM: 4414.18 INV IN: 4408.20 18" INV OUT: 4408.10 18" STA: 7+05.02 SDCI-04 RIM: 4415.76 INV IN: 4407.64 12" INV OUT: 4407.64 15" (SW) STA: 8+37.74 SDCI-09 RIM: 4423.33 INV OUT: 4416.24 18" 18LF OF 15" S.D. @ 0.91% 18LF OF 18" S.D. @ 0.74% 23LF OF 18" S.D. @ 1.00% STA: 8+38.45 RIM: 4423.55 INV IN: 4416.01 18" INV IN: 4416.01 18" INV OUT: 4416.01 18" 22LF OF 18" S.D. @ 1.00% STA: 8+42.64 SDCI-08 RIM: 4423.28 INV OUT: 4416.23 18" STA: 6+93.71 RIM: 4415.49 INV IN: 4408.05 18" INV IN: 4407.14 18" (SE) INV IN: 4407.48 15" (NE) INV OUT: 4406.73 24" STA: 7+05.02 SDCI-03 RIM: 4415.71 INV IN: 4407.37 18" INV OUT: 4407.27 18" (NW) TC:4405.86 ME:4405.94 ± ME:4405.91 ± ME:4425.29 ± ME:4425.52 ± ME:4425.36 ± ME:4425.41 ± ME:4425.66 ± ME:4425.63 ± ME:4425.83 ± ME:4426.13 ± ME:4426.30 ± ME:4425.90 ± TBC:4425.84 TBC:4425.86 TBC:4425.07 TBC:4424.90 TBC:4425.06 TBC:4424.34 TBC:4425.80 TBC:4425.86 TBC:4425.84 TBC:4425.74 TBC:4424.35 TBC:4424.31 TBC:4423.83 TBC:4420.22 TBC:4417.24 TBC:4415.78 TBC:4416.02 TBC:4416.59 TBC:4425.41 TBC:4425.28 TBC:4425.41 TBC:4424.93 TBC:4423.78 TBC:4421.67 TBC:4419.00 TBC:4417.17 TC:4425.19 TC:4425.03 TC:4425.16 TC:4425.95 TC:4425.93 TC:4425.49 TC:4425.39 TC:4425.44 TC:4425.54 TC:4418.81 TC:4417.52 TC:4417.20 TC:4415.82 TC:4421.86 TC:4421.76 TA:4407.19 TA:4408.58 TA:4409.90 TA:4414.01 TA:4414.53 TA:4410.16 TA:4408.84 TA:4407.45 TA:4405.81 TC:4415.30 TC:4414.96 TC:4414.82 TA:4404.60 TA:4405.76 TA:4401.15 TBC:4401.48 TBC:4420.91 TBC:4421.64 TBC:4419.56 TBC:4418.90 TC:4419.39 TC:4420.66 TC:4421.30 TC:4422.95 TC:4423.63 TC:4425.45 TA:4405.33 TBC:4405.66 TA:4402.21 TBC:4402.54 TA:4402.01 TA:4404.43 FG:4425.51 TBC:4417.05 TBC:4417.57 TBC:4417.59 TBC:4414.48 TBC:4414.17 TBC:4413.58 TBC:4414.23 TBC:4414.63 TBC:4414.81 ME:4417.48 ± ME:4416.71 ± ME:4419.78 ± ME:4424.72 ± ME:4426.09 ± TC:4426.37 TBC:4426.26 TA:4414.45 TA:4414.08 TA:4413.89 TA:4414.10 TA:4413.81 TC:4414.03 TBC:4417.91 ME:4425.85 ± ME:4426.16 ± ME:4426.29 ± ME:4425.78 ± ME:4425.95 ± ME:4425.89 ± TBC:4426.79 TBC:4425.55 TBC:4425.56 TBC:4425.56 TBC:4425.57 TBC:4426.81 ME:4425.60 ± TC:4413.25 TC:4413.21 TC:4413.96 TC:4413.82 TA:4402.53 TA:4401.11 TA:4405.82 TA:4400.61 TA:4404.43 TC:4416.59 TA:4414.05 TA:4415.58 TA:4414.27 4405 4410 4415 4420 4401 4402 4403 4404 4406 4407 4408 4409 4411 4412 4413 4414 4416 4417 4418 4419 4421 4422 4423 4424 4415 4420 4425 4412 4413 4414 4416 4417 4418 4419 4421 4422 4423 4424 4426 0 20' 40' SCALE: 1" = 20' H O R R O C K S E N G I N E E R S N Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 GR.dwg - GR-01 - 6/27/2023 04:44pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 UT-2648-20 TP JS JS 05/26/2023 GRADING PLAN MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 8 C4.0 HIGHLAND DRIVE CHAMBERS AVENUE Know what's below. Call before you dig. R EXISTING STORM BOX EXISTING STORM BOX NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. UTILITY KEYNOTES ADJUST LID TO FINISHED GRADE AND INSTALL CONCRETE COLLAR 01 02 02 01 01 01 01 STORM WATER KEYNOTES INSTALL NEW RCP PER MILLCREEK STANDARD DETAIL 240, SEE SHEET C6.1 INSTALL INLET BOX PER MILLCREEK STANDARD DETAIL 210, AND GRATE PER MILLCREEK STANDARD DETAIL 202, SEE SHEET C6.1 INSTALL HOODED INLET BOX PER MILLCREEK STANDARD DETAIL 210, AND GRATE PER MILLCREEK STANDARD DETAIL 201, SEE SHEET C6.1 01 02 03 01 01 01 01 03 03 03 03 24 LF OF 8" SD ---PAGE BREAK--- pp w w fo sd e e e w w w e e s s s w s s s w g w w w w w w w w w w bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel bel w w w w w w w co X X pp pp sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd BEL BEL 4410 4415 4420 4425 4409 4411 4412 4413 4414 4416 4417 4418 4418 4418 4419 4419 4419 4421 4422 4423 4424 4426 4426 4426 4413 14 4405 4401 4402 4403 4404 4404 4404 4406 4407 4400 4405 4410 4410 4410 4401 4402 4403 4404 4406 4407 4407 4407 4408 4408 4408 4409 4409 4409 4411 4412 24 LF OF 8" SD SD SD SD SD s s s s s s sd EVC: 3+76.89 GB: 4+62.39 GB: 5+12.53 GB: 5+53.61 GB: 5+85.89 GB: 6+73.80 BVC: 8+42.64 EVC: 8+82.64 + 4 00 + 5 00 + 6 00 + 7 00 + 8 00 + 9 00 + 9 16 PI: 4+64.59 SD SD SD SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SD SD SD 0.38% 0.03% 1.00% 0.99% 1.00% 0.99% 1.00% 1.00% 1.00% 0.99% 1.89% 1.78% 0.98% 0.08% TA:4405.76 TA:4405.76 TA:4405.81 TA:4407.19 TA:4407.32 TA:4407.45 TA:4408.58 TA:4408.71 TA:4408.84 TA:4409.90 TA:4410.03 TA:4410.16 TA:4414.27 TA:4414.40 TA:4414.53 TA:4423.50 TA:4423.81 TA:4423.45 TA:4425.38 TA:4425.40 TA:4424.99 TA:4402.21 TA:4402.25 TA:4402.53 0.32% 1.91% 1.91% TA:4419.82 TA:4420.03 TA:4419.68 3.31% 3.11% 3.38% 2.03% 5.87% 4.97% 4.08% TBC:4425.29 TBC:4424.90 6.95% TBC:4423.78 TBC:4423.83 TA:4423.73 TBC:4420.15 TBC:4420.02 TBC:4402.54 4.10% 4405 4402 4403 4404 4406 4407 4408 4410 4415 4420 4425 4411 4412 4413 4414 4416 4417 4418 4419 4421 4422 4423 4424 4409 18LF OF 15" S.D. @ 0.91% 18LF OF 18" S.D. @ 0.74% STA: 7+05.02 RT 14.50 FT SDCI-03 RIM: 4415.71 INV IN: 4407.37 18" INV OUT: 4407.27 18" (NW) STA: 6+93.71 RT 1.00 FT RIM: 4415.49 INV IN: 4408.05 18" INV IN: 4407.14 18" (SE) INV IN: 4407.48 15" (NE) INV OUT: 4406.73 24" STA: 8+37.74 LT 21.68 FT SDCI-09 RIM: 4423.33 INV OUT: 4416.24 18" 23LF OF 18" S.D. @ 1.00% STA: 8+38.45 RT 1.00 FT RIM: 4423.55 INV IN: 4416.01 18" INV IN: 4416.01 18" INV OUT: 4416.01 18" 22LF OF 18" S.D. @ 1.00% STA: 8+42.64 RT 22.51 FT SDCI-08 RIM: 4423.28 INV OUT: 4416.23 18" STA: 7+06.66 RT 75.22 FT SDCI-10 RIM: 4414.18 INV IN: 4408.20 18" INV OUT: 4408.10 18" TA:4401.08 TA:4400.61 TA:4404.43 TA:4403.48 TA:4401.20 STA: 7+05.02 LT 12.50 FT SDCI-04 RIM: 4415.76 INV IN: 4407.64 12" INV OUT: 4407.64 15" (SW) 61LF OF 18" S.D. @ 1.20% CHAMBERS AVE PROFILE 4385 4390 4400 4410 4420 4430 4385 4390 4400 4410 4420 4430 MATCH EXISTING STA: 12+38.11 ELEV: 4412.50 3+50 FG 4401.29 EG 4400.22 EG 4400.83 FG 4402.18 4+00 FG 4403.20 EG 4401.39 EG 4402.31 FG 4404.23 EG 4403.36 FG 4405.25 EG 4404.22 FG 4406.15 5+00 FG 4406.93 EG 4405.29 EG 4406.75 FG 4407.74 EG 4408.27 FG 4408.59 EG 4409.87 FG 4409.58 6+00 FG 4410.73 EG 4411.25 EG 4412.71 FG 4411.97 EG 4413.91 FG 4413.22 EG 4415.29 FG 4414.47 7+00 FG 4415.87 EG 4416.41 EG 4417.39 FG 4417.27 EG 4418.59 FG 4418.68 EG 4419.82 FG 4420.08 8+00 FG 4421.48 EG 4421.18 EG 4422.41 FG 4422.89 EG 4423.62 FG 4424.27 EG 4425.00 FG 4425.22 9+00 FG EG 4426.06 9+10 FG EG 4426.49 EX 196 LF ± 24" SD @ 3.87% ± EX 49 LF ± 24" SD @ 4.99% ± EX 145 LF ± 18" SD @ 5.50% ± SDBX-04 RIM: 4413.01 INV IN: 4404.33 - 24" INV OUT: 4404.23 - 24" SDBX-05 RIM: 4415.49 INV IN: 4408.05 - 18" INV IN: 4407.14 - 18" (SE) INV IN: 4407.48 - 15" (NE) INV OUT: 4406.73 - 24" EX S.S. EX S.S. EX S.S. EX S.S. EX S.S. EX S.S. SDBX-06 RIM: 4423.55 INV IN: 4416.01 - 18" INV IN: 4416.01 - 18" INV OUT: 4416.01 - 18" 3.1% 3.4% 4.1% 5.0% 5.6% 2.0% 4.1% PVI STA: 8+62.64 PVI ELEV: 4425.00 K: 11.13 LVC: 40.00 BVCS: 8+42.64 BVCE: 4423.88 EVCS: 8+82.64 EVCE: 4425.40 PVI STA: 3+51.89 PVI ELEV: 4401.23 K: 26.81 LVC: 50.00 EVCS: 3+76.89 EVCE: 4402.25 EX 198 LF ± 24" SD @ 3.25% ± GB STA = 5+12.53 ELEV = 4407.32 GB STA = 5+53.61 ELEV = 4408.71 GB STA = 5+85.89 ELEV = 4410.03 GB STA = 6+73.80 ELEV = 4414.40 GB STA = 4+62.39 ELEV = 4405.76 EX S.S. 12" DUCTILE IRON WATER 12" DUCTILE IRON WATER 12" DUCTILE IRON WATER FINISH GRADE AT CENTERLINE Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 PP.dwg - PP-1 - 6/27/2023 04:45pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 0 20' 40' HRZ SCALE: 1" = 20' VRT SCALE: 1" = 5' H O R R O C K S E N G I N E E R S N CHAMBERS AVE. UT-2648-20 TP JS JS 05/26/2023 PLAN & PROFILE MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 9 C5.0 UTILITY KEYNOTES ADJUST LID TO FINISHED GRADE AND INSTALL CONCRETE COLLAR INSTALL CLASS 200 PVC SLEEVES - AND 2" 01 02 NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. EXISTING GRADE AT CENTERLINE 01 01 01 01 01 01 CONNECT INTO EXISTING STORM DRAIN BOX CONNECT INTO EXISTING STORM DRAIN BOX 02 02 01 01 01 01 01 01 01 CONNECT INTO EXISTING STORM DRAIN BOX 02 CONNECT TO EXISTING CLEAN OUT STRUCTURE, SEE DETAIL 1 SHEET C.6.1 ---PAGE BREAK--- Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 DT.dwg - DT-1 - 6/27/2023 04:45pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 UT-2648-20 TP JS JS 05/26/2023 DETAILS MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 12 C6.0 SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SCALE: 1 - ASPHALT (CHAMBERS AVENUE) NONE 4" ASPHALT 12" STRUCTURAL FILL NATURAL SUBGRADE 9" UNTREATED BASE COURSE SCALE: 3 - ASPHALT (SOUTH PARKING LOT) NONE 3" ASPHALT 6" UNTREATED BASE COURSE SCARIFIED AND RE-COMPACTED NATIVE SOIL OR STRUCTURAL FILL ---PAGE BREAK--- Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 DT.dwg - DT-2 - 6/27/2023 04:45pm, samb 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 9803098-2202 PRICE U P R O F E S S I O N A L E N G I N E E R T O F A H E T A T S TREVOR N. 06/27/23 UT-2648-20 TP JS JS 05/26/2023 DETAILS MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 13 C6.1 SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL SCALE: 1 - STORM DRAIN OVERFLOW CONNECTION NONE EXISTING PIPE PROPOSED 8" TEE EXISTING PROPOSED 8" PIPE