Document Millcreek_doc_8e8b236f8b

Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 CVR.dwg - CVR - 5/26/2023 05:35pm, daxen.smith 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. 05/26/23 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 PAGE # SHEET TITLE C0.0 COVER SHEET C0.1 GENERAL NOTES C1.0 DEMOLITION PLAN C2.0 HORIZONTAL CONTROL C2.1 HORIZONTAL CONTROL C2.2 HORIZONTAL CONTROL C3.0 SITE PLAN C4.0 GRADING PLAN C5.0 PLAN & PROFILE C5.1 PLAN & PROFILE C6.0 DETAILS LANDSCAPING SHEET TABLE PAGE # SHEET TITLE LM101 OVERALL LAYOUT & MATERIALS PLAN LM101 LAYOUT & MATERIALS PLAN LM102 SITE DETAILS SL100 SLEEVE PLAN IR100 OVERALL IRRIGATION PLAN IR101 IRRIGATION PLAN IR102 IRRIGATION DETAILS PP100 OVERALL PLANTING PLAN PP101 PLANTING PLAN PP102 PLANTING 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 - 5/26/2023 05:36pm, daxen.smith 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. 05/26/23 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--- e t e t e w w w w s sd w w w s t t w X X g g ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss bel bel bel bel bel bel bel bel bel bel pp w w w w s s s pp w w fo t fo t sd t t e e s s s w 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 w w w w w w w w w w w ss ss ss bel bel bel bel bel bel bel bel bel bel w w w w w w w co co X X X s s s s s 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 STORM DRAIN INLET, PIPE AND MANHOLE REMOVE AND PROPERLY DISPOSE OF EXISTING POWER POLE REMOVE AND PROPERLY DISPOSE OF EXISTING BOLLARD REMOVE AND PROPERLY DISPOSE OF EXISTING CURB WALL D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 DEMO.dwg - DM-0 - 5/26/2023 05:37pm, daxen.smith 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. 05/26/23 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 MATCH LINE SEE BELOW LEFT MATCH LINE SEE TOP RIGHT D02 D02 D02 D02 D03 D04 D04 D04 D04 D02 D02 D02 D02 D01 D02 D04 D05 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 RELOCATE EXISTING SIGN R01 R02 R03 R04 R05 R02 R02 R01 R01 D07 EXISTING BUILDING TO BE REMOVED PRIOR TO CONSTRUCTION EXISTING BUILDING TO BE REMOVED PRIOR TO CONSTRUCTION R03 R02 R03 D08 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. R04 D05 R05 D05 R04 D05 PROTECT IN PLACE PROTECT IN PLACE D05 D05 D06 D01 D09 PAVEMENT REMOVAL LIMITS D01 D01 D07 D10 D10 D06 COMMUNICATION BOX TO BE INSTALLED UNDERGROUND D04 ---PAGE BREAK--- fo fo sd e e e e e ir sd sd X co sd SD SD SD SD SD SD sd sd + 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 SD 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 - 5/26/2023 05:50pm, daxen.smith 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. 05/26/23 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. ---PAGE BREAK--- X pp R5' R2.5' R2.5' R24' R15' R24' R4' R5' R5' SD SD SD sd sd SD 1200 1201 1202 1203 1205 1206 1207 13' 13' 19' 15' 11' 11' 14' 17' 22' 12' 13.6' 9' 4' 6' 2.5' 4.3' 2.5' 6' 8' 4' 9.2' 58.6' 13' 13' 24' 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 900 901 902 903 904 905 906 907 911 912 913 914 776 777 778 779 780 781 782 783 915 916 917 [PHONE REDACTED] 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 1111 1112 1113 1128 1129 928 929 930 931 932 933 946 960 2' 2' pp fo fo pp pp X X X X R4.5' R4.5' R2' R2' R2' R2' R9' 11' 18' 24' 18' 9' TYP. 16' 23' 9' TYP. 18' R4.5' R4.5' R2' R4.5' 15.4' R24.2' R23' 5.5' 1.2' 4.5' 2.5' 10' R4.5' 7' 7' R15' R1' R4.5' R4.5' SD SD SD 1210 1211 1212 1213 1214 1215 1216 1217 1218 1219 13' 13' 13' 13' 14' 11' 11' 10' 4' 13' 24' 9' 2.5' 2.5' 18' 10' 22' 8.9' 5.8' 2.5' 8' 4' 40' 8.8' 10.4' 5.4' 2.5' 20' 24' 5' 5' 5.5' 7' 5' 58.4' 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 772 773 774 784 785 786 787 788 789 790 791 792 920 921 922 923 924 925 [PHONE REDACTED] 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1127 1130 1131 1132 1133 934 935 936 937 938 939 940 941 942 943 944 945 803 804 805 806 807 808 809 810 811 812 813 814 815 975 976 977 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 993 994 995 996 997 [PHONE REDACTED] 1001 1002 1003 1004 1005 1006 1007 1008 1009 1134 8' 5' 8' 15' 21.1' 13.6' 5' 21.7' 9' 2' 2' 1135 1136 1137 1138 1139 1140 1141 1142 1143 1144 1145 1146 2' 28.3' 1.7' 1147 1148 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 CHAMBERS AVENUE 1300 EAST Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 HC-PTS.dwg - SITE - 5/26/2023 05:58pm, daxen.smith 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. 05/26/23 UT-2648-20 TP JS JS 05/26/2023 HORIZONTAL CONTROL MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 5 C2.1 MATCH LINE SEE BELOW LEFT MATCH LINE SEE TOP RIGHT Know what's below. Call before you dig. R CHAMBERS AVENUE NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. SEE LANDSCAPE PLANS ---PAGE BREAK--- TOP BACK OF CURB POINT TABLE Point # 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 Northing 7425807.94 7425785.19 7425784.08 7425784.35 7425786.88 7425787.05 7425784.58 7425784.74 7425782.51 7425784.65 7425784.78 7425758.61 7425761.03 7425761.25 7425752.31 7425747.45 7425749.01 7425700.89 7425735.65 7425748.33 7425750.27 7425755.98 7425794.64 7425798.54 7425803.14 7425803.14 7425810.71 7425841.14 7425839.14 7425839.14 7425841.18 7425852.24 7425856.64 7425856.64 7425856.64 7425856.64 7425854.92 7425842.21 7425838.19 7425838.28 7425842.78 7425854.18 7425837.65 7425837.66 7425814.14 7425814.14 7425809.64 7425796.14 7425796.14 7425812.14 7425814.14 7425814.14 7425812.18 7425797.33 7425794.33 7425794.14 7425785.14 7425785.14 7425785.14 7425789.71 7425796.91 7425807.06 7425833.96 7425839.29 7425848.95 7425725.88 7425736.76 7425746.29 7425748.15 7425748.10 Easting 1542549.78 1542571.07 1542579.36 1542617.60 1542621.62 1542646.72 1542650.77 1542673.20 1542733.32 1542862.45 1542866.71 1542569.97 1542571.91 1542602.89 1542603.65 1542574.31 1542572.03 1542570.19 1542594.85 1542671.54 1542691.19 1542886.71 1543095.04 1543095.13 1543090.63 1543077.29 1543077.48 1543125.98 1543123.98 1543123.04 1543121.04 1543121.28 1543125.78 1543126.48 1543211.48 1543216.48 1543223.65 1543237.68 1543237.65 1543226.44 1543221.98 1543221.98 1543243.14 1543240.64 1543240.46 1543238.97 1543234.47 1543234.47 1543125.47 1543125.47 1543123.47 1543122.42 1543120.42 1543120.11 1543120.04 1543120.04 1543129.04 1543144.04 1543203.81 1543244.71 1543276.60 1543293.10 1543298.96 1543297.52 1543294.93 1543327.98 1543322.52 1543309.40 1543298.97 1543233.10 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 TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TOP BACK OF CURB POINT TABLE Point # 770 771 772 773 774 776 777 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 803 804 805 806 807 808 809 810 811 812 813 814 815 Northing 7425748.23 7425752.33 7425750.37 7425755.23 7425756.14 7425803.59 7425794.93 7425790.57 7425785.75 7425709.93 7425717.88 7425723.33 7425730.43 7425741.24 7425822.47 7425816.13 7425786.57 7425783.33 7425773.67 7425771.16 7425771.13 7425780.02 7425756.14 7425744.89 7425742.83 7425751.85 7425749.83 7425748.81 7425748.12 7425748.12 7425785.14 7425785.14 7425785.14 7425785.54 7425786.75 Easting 1543178.86 1543183.73 1543153.96 1543149.86 1543139.26 1542551.04 1542556.05 1542560.51 1542569.28 1542570.00 1542572.18 1542575.22 1542582.27 1543318.14 1543299.75 1543298.25 1543298.88 1543304.22 1543306.77 1543304.84 1543270.90 1543269.90 1543129.06 1543153.44 1543177.54 1543189.41 1543212.93 1543224.89 1543253.94 1543265.94 1543150.12 1543179.95 1543192.00 1543215.71 1543228.16 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 TOP OF CONCRETE POINT TABLE Point # 900 901 902 903 904 905 906 907 911 912 913 914 915 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 960 975 976 977 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 993 994 995 996 997 998 999 Northing 7425809.16 7425805.69 7425798.76 7425795.27 7425791.42 7425790.55 7425790.88 7425791.05 7425701.63 7425702.32 7425706.60 7425707.27 7425708.38 7425715.44 7425718.91 7425719.88 7425725.55 7425794.64 7425794.64 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 7425747.36 7425738.16 7425738.16 7425736.51 7425733.01 7425724.28 7425791.24 7425784.22 7425794.69 7425789.63 7425789.60 7425784.64 7425789.15 7425789.15 7425789.15 7425794.14 7425794.64 7425794.14 7425794.64 7425794.64 7425794.14 7425794.14 7425794.64 7425794.64 7425794.64 7425798.24 7425798.24 7425825.82 7425825.74 7425823.17 7425823.17 7425818.80 7425818.80 Easting 1542555.66 1542556.66 1542560.67 1542564.24 1542571.25 1542574.44 1542622.14 1542646.14 1542574.44 1542578.38 1542573.60 1542577.54 1542577.36 1542577.86 1542579.48 1542580.13 1542585.76 1543120.05 1543144.04 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 1543189.02 1543306.39 1543311.89 1543314.22 1543317.78 1543322.35 1542673.10 1542866.72 1543077.27 1543077.26 1543089.63 1543089.63 1543129.04 1543150.12 1543144.04 1543148.62 1543148.62 1543181.45 1543181.45 1543190.50 1543190.50 1543217.21 1543217.21 1543239.10 1543237.10 1543239.10 1543253.94 1543253.93 1543277.93 1543277.93 1543292.79 1543262.93 1543274.89 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 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 TOP OF CONCRETE POINT TABLE Point # 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 Northing 7425806.80 7425806.80 7425745.35 7425744.32 7425743.62 7425743.63 7425789.15 7425789.15 7425789.15 7425789.15 Easting 1543262.93 1543274.89 1543212.55 1543224.51 1543253.94 1543265.94 1543179.95 1543192.00 1543215.71 1543228.15 Description TC TC TC TC TC TC TC TC TC TC SIGNAGE AND STRIPING POINT TABLE Point # 1100 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1127 1128 1129 1130 1131 1132 1133 1134 1135 1136 1137 1138 1139 1140 1141 1142 1143 1144 1145 1146 1147 1148 Northing 7425798.31 7425715.14 7425726.31 7425786.88 7425784.36 7425761.32 7425772.51 7425773.01 7425780.74 7425763.55 7425746.21 7425752.63 7425761.78 7425762.19 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 7425785.33 7425748.27 7425790.63 7425787.14 7425745.90 7425854.41 7425805.76 7425937.87 7425937.87 7425956.69 7425939.06 7425938.87 7425938.77 7425938.71 7425938.61 7425956.24 7425956.34 7425956.40 7425956.50 7425948.70 7425948.69 Easting 1542550.73 1542568.54 1542574.33 1542561.36 1542565.99 1542570.93 1542568.53 1542640.44 1542584.22 1542584.53 1542605.96 1542608.65 1542607.87 1542666.45 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 1542579.35 1542691.25 1543093.46 1543203.81 1543298.97 1543109.21 1543122.77 1543199.42 1543215.77 1543252.33 1543239.64 1543221.03 1543211.10 1543204.90 1543194.97 1543207.65 1543217.58 1543223.79 1543233.72 1543223.26 1543207.38 Description STRIPE-CROSSWALK STRIPE-CROSSWALK STRIPE-CROSSWALK STRIPE-CROSSWALK STRIPE-STOP STRIPE-STOP STRIPE-SWL STRIPE-SWL STRIPE-RTA STRIPE-LTA STRIPE-ARROW STRIPE-SYL STRIPE-SYL STRIPE-SYL 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-STOP SIGN-SPEED SIGN-STOP SIGN-SPEED SIGN-STOP STRIPE-SYL SIGN-RELOCATED SIGN-ADA SIGN-ADA STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPE-SYL STRIPING-ADA STRIPING-ADA SD STRUCTURES POINT TABLE Point # 1200 1201 1202 1203 1205 1206 1207 1210 1211 1212 1213 1214 1215 1216 1217 1218 1219 Northing 7425784.81 7425768.64 7425731.24 7425796.48 7425768.64 7425770.64 7425751.02 7425804.14 7425770.64 7425770.64 7425757.39 7425798.85 7425797.62 7425783.68 7425793.33 7425770.64 7425749.13 Easting 1542568.95 1542572.05 1542581.69 1542684.53 1542680.26 1542877.67 1542898.54 1543079.86 1543073.64 1543121.71 1543132.54 1543119.14 1543127.59 1543130.67 1543265.26 1543266.44 1543270.16 Description SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 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 HC-PTS.dwg - PT TABLES - 5/26/2023 05:58pm, daxen.smith 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. 05/26/23 UT-2648-20 TP JS JS 05/26/2023 HORIZONTAL CONTROL MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 6 C2.2 Know what's below. Call before you dig. R NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. ---PAGE BREAK--- e t e t e w w w w s sd s t t X g pp 13' 13' 19' 15' 11' 11' 14' 2.5' 4' 17' 22' 12' R5' 13.6' 9' R2.5' R2.5' R24' R15' R24' 4' R4' 6' 2.5' 4.3' 2.5' 6' 6.5' R5' R5' 8' 4' 9.2' 58.6' 13' 13' 24' R30' SD SD SD sd sd SD SD 14' 10.9' 14.2' s pp w w fo fo e e s s s w pp pp s s w g w co X X X X 13' 13' 13' 13' 14' 11' 11' 10' R4.5' R4.5' R2' R2' R2' R2' 4' R9' 11' 18' 24' 18' 13' 9' TYP. 24' 9' 16' 23' 9' TYP. 18' R4.5' 2.5' 2.5' 18' 10' 22' R4.5' R2' R4.5' 8.9' 15.4' R24.2' 5.8' 2.5' 8' 4' 40' 8.8' R23' 10.4' 5.4' 2.5' 9' 20' 24' 5' 5' 4.5' 5.5' 2' 5' 2' 9.5' 7' 5' R4.5' 7' 7' R15' 7' 58.4' R1' R4.5' R4.5' SD SD SD 5' 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 CHAMBERS AVENUE 1300 EAST Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 SITE.dwg - SITE - 5/26/2023 05:59pm, daxen.smith 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. 05/26/23 UT-2648-20 TP JS JS 05/26/2023 SITE PLAN MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 7 C3.0 MATCH LINE SEE BELOW LEFT MATCH LINE SEE TOP RIGHT 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 INSTALL VARIABLE WIDTH CONCRETE SIDEWALK 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 INSTALL STANDARD CONCRETE PARKING STOP SEE LANDSCAPING PLANS 01 02 03 04 05 06 07 08 09 10 11 Know what's below. Call before you dig. R CHAMBERS AVENUE 01 01 01 01 02 02 11 04 03 04 11 08 08 08 05 05 05 06 05 05 05 05 05 06 05 05 05 07 06 05 05 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 01 02 03 04 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 09 06 03 05 02 01TYP. 01TYP. 01TYP. 02 03 06 03 05 04 04 07 01 01 03 11 04 04 02 01 02 01TYP. 03 NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. 03 05 CURB AND GUTTER AND ADA RAMP BY OTHERS. IF CURB AND GUTTER DOES NOT EXIST, PAVE 1.5-FT PAST LIP OF GUTTER CURB AND GUTTER AND ADA RAMP BY OTHERS. IF CURB AND GUTTER DOES NOT EXIST, PAVE 1.5-FT PAST LIP OF GUTTER CURB AND GUTTER AND ADA RAMP BY OTHERS. IF CURB AND GUTTER DOES NOT EXIST, PAVE 1.5-FT PAST LIP OF GUTTER CURB AND GUTTER AND ADA RAMP BY OTHERS. IF CURB AND GUTTER DOES NOT EXIST, PAVE 1.5-FT PAST LIP OF GUTTER 05 05 05 06 06 06 01TYP. 01 04 10 TYP. 10 TYP. 06 SEE C6.2 FOR RETAINING WALL STRUCTURAL DETAILS AND SEE LANDSCAPING PLANS FOR RETAINING WALL DETAILS CURB TRANSITION CURB TRANSITION ---PAGE BREAK--- sd X X pp GB GB GB GB GB GB SD SD SD sd EXSD-2 RIM: 4396.80 INV OUT: 4383.95 60" 60" S.D. STRUCTURE - (10) RIM: 4389.57 INV IN: 4383.77 60" INV IN: 4386.25 24" INV OUT: 4383.77 60" SD SD sd + 1 00 + 2 00 + 3 00 + 4 00 + 5 00 PI: 2+44.98 PI: 4+64.59 SD SD SD GB GB GB GB GB GB GB GB GB GB GB GB GB 4400 4405 4397 4398 4399 4401 4402 4403 4404 4406 4407 4408 ME:4396.98 ± ME:4396.99 ± ME:4397.09 ± ME:4396.76 ± TBC:4396.98 TC:4396.39 TC:4396.32 TBC:4396.83 TBC:4396.68 TBC:4397.38 TBC:4398.26 TBC:4398.99 TBC:4400.39 TC:4405.86 TC:4397.09 TC:4397.09 TC:4396.51 TC:4396.44 TC:4396.82 2.06% 1.94% 1.99% 6.96% 4.80% TBC:4397.18 TBC:4397.10 TBC:4397.37 TBC:4397.64 TBC:4397.42 TBC:4397.38 1.99% 0.90% 0.71% ME:4397.45 ± ME:4397.30 ± ME:4396.96 ± ME:4396.91 ± ME:4396.96 ± ME:4396.82 ± ME:4405.94 ± ME:4405.91 ± TBC:4397.24 TC:4396.62 TC:4396.55 TBC:4396.88 TBC:4397.23 TBC:4397.79 TBC:4398.33 TBC:4400.13 TA:4404.64 TBC:4404.76 TC:4397.36 TC:4396.74 TC:4396.67 TC:4397.05 TC:4396.99 TC:4397.36 TC:4397.77 TC:4398.46 7.74% 4.75% 1.99% 1.99% 2.60% TA:4407.19 TA:4407.45 TA:4405.81 TA:4396.61 TA:4396.38 TA:4396.50 TA:4397.05 TA:4397.93 TA:4398.67 TA:4400.06 TA:4396.49 TA:4396.56 TA:4396.65 TA:4404.60 TA:4405.76 TA:4401.15 TBC:4401.48 TBC:4400.75 TBC:4400.96 TA:4400.63 TBC:4402.34 TBC:4398.70 TBC:4397.10 TA:4405.33 TBC:4405.66 TA:4402.21 TBC:4402.54 4.23% 2.07% 1.22% 1.93% 0.00% 0.30% 1.53% 0.32% 1.98% 1.96% 1.93% 1.95% 3.33% 2.26% TA:4398.43 TBC:4398.76 3.83% 1.94% 1.92% 1.61% TBC:4396.71 1.04% TBC:4396.94 TA:4396.72 TA:4396.79 TA:4396.91 0.70% TC:4397.44 TC:4397.84 1.92% TA:4398.37 1.73% 1.51% 1.82% TA:4399.80 TA:4400.42 TA:4402.01 TA:4404.43 4.82% 4.15% 0.17% 0.99% 2.84% pp fo fo sd co X X X GB GB GB GB GB GB GB GB GB GB GB GB GB SD SD SD + 6 00 + 7 00 + 8 00 + 9 00 + 9 16 GB GB SD SD SD SD 4410 4415 4420 4409 4411 4412 4413 4414 4416 4417 4418 4419 4421 4422 4423 4424 4420 4416 4417 4418 4419 4421 4422 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:4416.06 TBC:4415.81 TBC:4416.81 TBC:4417.00 TBC:4416.95 TBC:4416.90 TBC:4420.50 TBC:4422.26 TBC:4422.94 TBC:4422.51 TBC:4422.51 TBC:4422.38 TBC:4422.77 TBC:4422.94 TBC:4422.45 TBC:4422.14 TBC:4422.60 TBC:4422.68 TBC:4422.24 TBC:4419.77 TBC:4419.10 TBC:4418.47 TBC:4418.60 TBC:4418.54 TBC:4418.84 TBC:4414.15 TBC:4414.78 TBC:4415.29 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:4417.08 TBC:4417.06 TBC:4421.89 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 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% 5.71% 3.43% 5.83% 4.74% 7.16% 1.22% 1.22% 3.99% 3.99% 1.53% 3.07% 6.03% 5.71% 8.21% 1.32% 1.78% 2.07% 4.99% 1.89% TA:4408.58 TA:4409.90 TA:4414.27 TA:4414.53 TA:4410.16 TA:4408.84 TC:4415.23 TC:4414.96 TC:4414.82 TBC:4414.93 ME:4414.60 ± 4415 ME:4415.22 ± ME:4414.84 ± ME:4423.01 ± ME:4422.18 ± ME:4422.69 ± TC:4413.20 TC:4413.14 TC:4413.77 ME:4416.24 ± TC:4423.64 TC:4424.52 TC:4424.61 TC:4424.43 TC:4423.90 TC:4423.83 TC:4424.35 TC:4423.36 TC:4422.51 TC:4416.59 TC:4422.45 TA:4419.27 TA:4421.39 TA:4421.74 TA:4421.99 TC:4417.31 TC:4418.97 TC:4419.64 TC:4420.98 TC:4421.68 TBC:4420.91 TBC:4421.64 TBC:4419.56 TBC:4418.90 TC:4416.25 TC:4415.75 TC:4419.39 TC:4420.66 TC:4421.30 TC:4422.95 TC:4423.63 TC:4425.45 5.39% 5.70% 4.00% 4.08% 4.97% 0.99% 1.00% 4.57% 6.45% 4.60% 1.59% TA:4419.86 TBC:4420.36 4.47% ME:4421.65 ± ME:4420.16 ± 6.22% FG:4422.39 FG:4423.03 FG:4423.30 FG:4425.52 3.66% 1.00% 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 - 5/26/2023 05:50pm, daxen.smith 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. 05/26/23 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 1300 EAST CHAMBERS AVENUE MATCH LINE SEE BELOW LEFT MATCH LINE SEE TOP RIGHT Know what's below. Call before you dig. R SDCI-01A SEE C5.0 SDCI-02A SEE C5.0 SDCI-06 SEE C5.1 SDCI-04 SEE C5.1 SDCI-03 SEE C5.1 SDCI-05 SEE C5.1 SDCI-07 SEE C5.1 NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. SDCI-08 SEE C5.1 SDCI-09 SEE C5.1 SDBX-07 SEE C5.0 SEE C5.2 FOR RETAINING WALL ELEVATIONS ---PAGE BREAK--- e e e w w w w s sd w w w s w X X g g bel bel bel bel bel bel bel bel bel bel pp w w w w 4400 4405 4396 4397 4398 4399 4401 4402 4403 4404 4404 4404 4406 4407 4396 4397 4398 4400 4405 4410 4410 4410 4399 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 SD SD sd GB: 1+45.92 BVC: 1+77.06 EVC: 2+56.42 GB: 2+99.49 BVC: 3+26.89 EVC: 3+76.89 GB: 4+62.39 GB: 5+12.53 + 1 00 + 2 00 + 3 00 + 4 00 + 5 00 PI: 2+44.98 PI: 4+64.59 SD SD SD TA:4397.10 TA:4396.64 TA:4396.77 1.94% TA:4399.80 TA:4400.06 TA:4400.06 1.93% 0.01% 0.38% 0.03% 1.00% 0.99% TA:4405.76 TA:4405.76 TA:4405.81 TA:4407.19 TA:4407.32 TA:4407.45 TA:4402.21 TA:4402.25 TA:4402.00 0.32% 2.04% 1.99% 3.31% 3.11% 3.38% TBC:4402.33 TBC:4402.54 TBC:4400.13 TBC:4400.39 TBC:4396.97 TC:4397.10 TBC:4405.86 1.96% 0.30% 2.22% 4.10% 3.19% 1.95% 1.93% 1.92% 0.49% 0.78% TBC:4398.76 TBC:4398.70 TA:4398.37 TA:4398.43 TA:4398.68 TA:4400.67 TA:4400.42 TA:4400.63 TBC:4400.96 TBC:4400.75 4400 4405 4397 4398 4399 4401 4402 4403 4404 4406 4407 4408 EX 60" RCP STA: 1+46.19 LT 19.03 FT SDCI-01A RIM: 4396.38 INV OUT: 4393.13 18" 15LF OF 18" S.D. @ 1.00% 38LF OF 18" S.D. @ 1.02% STA: 1+55.94 RT 32.00 FT SDCI-02A RIM: 4396.18 INV OUT: 4388.15 18" STA: 1+43.98 LT 4.11 FT RIM: 4396.79 INV IN: 4387.31 24" INV IN: 4387.76 18" INV IN: 4392.98 18" INV OUT: 4387.21 24" STA: 2+57.33 LT 28.40 FT SDBX-07 RIM: 4398.84 INV OUT: 4390.38 18" 26LF OF 18" S.D. @ 1.00% STA: 2+52.26 LT 3.20 FT RIM: 4398.49 INV IN: 4390.12 24" INV IN: 4390.12 18" INV OUT: 4390.02 24" CHAMBERS AVE PROFILE 4380 4390 4400 4410 4420 4380 4390 4400 4410 4420 EX 109 LF ± 24" SD @ 2.50% ± EX 198 LF ± 24" SD @ 3.25% ± EX 196 LF ± 24" SD @ 3.87% ± RIM: 4396.79 INV IN: 4387.31 - 24" INV IN: 4387.76 - 18" INV IN: 4392.98 - 18" INV OUT: 4387.21 - 24" SDBX-02 RIM: 4398.49 INV IN: 4390.12 - 24" INV IN: 4390.12 - 18" INV OUT: 4390.02 - 24" SDBX-03 RIM: 4405.24 INV IN: 4396.64 - 24" INV IN: 4398.66 - 15" INV OUT: 4396.54 - 24" EX S.S. EX S.S. 12" DUCTILE IRON WATER 12" DUCTILE IRON WATER EX 39 LF ± 24" SD @ 2.50% ± 3.1% 3.4% 4.1% 3.2% 2.2% 0.5% 0.8% GB STA = 5+12.53 ELEV = 4407.32 GB STA = 4+62.39 ELEV = 4405.76 GB STA = 2+99.49 ELEV = 4400.06 GB STA = 1+45.92 ELEV = 4396.86 PVI STA: 2+16.74 PVI ELEV: 4397.41 K: 32.82 LVC: 79.36 BVCS: 1+77.06 BVCE: 4397.10 EVCS: 2+56.42 EVCE: 4398.68 PVI STA: 3+51.89 PVI ELEV: 4401.23 K: 26.81 LVC: 50.00 BVCS: 3+26.89 BVCE: 4400.67 EVCS: 3+76.89 EVCE: 4402.25 EXISTING GRADE AT CENTERLINE 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 - 5/26/2023 05:41pm, daxen.smith 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. 05/26/23 0 20' 40' SCALE: 1" = 20' H O R R O C K S E N G I N E E R S N CHAMBERS AVE. 1300 EAST UT-2648-20 TP JS JS 05/26/2023 PLAN & PROFILE MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 9 C5.0 MATCH LINE STA. 5+50 SEE SHEET C5.1 Know what's below. Call before you dig. R UTILITY KEYNOTES ADJUST LID TO FINISHED GRADE AND INSTALL CONCRETE COLLAR 01 01 01 01 01 01 01 NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. 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 INSTALL 3'X3' BOX PER MILLCREEK STANDARD 220, SEE SHEET C6.1 01 02 03 03 03 03 01 01 01 04 CONNECT INTO EXISTING STORM DRAIN BOX CONNECT INTO EXISTING STORM DRAIN BOX CONNECT INTO EXISTING STORM DRAIN BOX ---PAGE BREAK--- s pp w w fo t t e e s s s w s s w g w w w w w w w w w w bel bel bel bel bel bel bel bel bel bel w w w w w w w co X X X 4410 4415 4420 4425 4409 4411 4412 4413 4414 4416 4417 4418 4418 4418 4419 4419 4419 4421 4422 4423 4424 4426 4426 4426 4415 4420 4425 4413 4414 4416 4417 4418 4419 4421 4422 4423 4424 4426 4427 SD SD SD s s s s s GB: 5+53.61 GB: 5+85.89 GB: 6+73.80 BVC: 8+42.64 EVC: 8+82.64 + 6 00 + 7 00 + 8 00 + 9 00 + 9 16 SD SD SD SD 1.00% 0.99% 1.00% 1.00% 1.00% 0.99% 1.89% 1.78% 0.98% 0.08% 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 1.91% 1.91% TA:4419.82 TA:4420.03 TA:4419.68 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 4410 4415 4420 4425 4411 4412 4413 4414 4416 4417 4418 4419 4421 4422 4423 4424 4409 4415 4420 4416 4417 4418 4419 4421 4422 STA: 6+52.34 LT 32.50 FT SDCI-06 RIM: 4414.50 EX INV IN: 4411.65 12" INV OUT: 4411.65 12" 40LF OF 12" S.D. @ 2.00% 14LF OF 12" S.D. @ 21.25% STA: 6+91.62 LT 27.21 FT SDCI-05 RIM: 4415.55 INV IN: 4410.86 12" INV OUT: 4410.86 12" 18LF OF 15" S.D. @ 0.91% STA: 7+05.02 LT 12.50 FT SDCI-04 RIM: 4415.76 INV IN: 4407.64 12" INV OUT: 4407.64 15" (SW) 18LF OF 18" S.D. @ 0.74% STA: 7+05.02 RT 14.50 FT SDCI-03 RIM: 4415.71 INV OUT: 4407.27 18" (NW) 9LF OF 12" S.D. @ 2.00% STA: 7+00.07 LT 25.97 FT SDCI-07 RIM: 4416.40 INV IN: 4410.69 12" INV OUT: 4410.69 12" 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" CHAMBERS AVE PROFILE 4395 4400 4410 4420 4430 4395 4400 4410 4420 4430 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. 12" DUCTILE IRON WATER SDBX-06 RIM: 4423.55 INV IN: 4416.01 - 18" INV IN: 4416.01 - 18" INV OUT: 4416.01 - 18" 12" DUCTILE IRON WATER 4.1% 5.0% 5.6% 2.0% GB STA = 5+53.61 ELEV = 4408.71 GB STA = 5+85.89 ELEV = 4410.03 GB STA = 6+73.80 ELEV = 4414.40 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 Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 PP.dwg - PP-2 - 5/26/2023 05:42pm, daxen.smith 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. 05/26/23 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 UT-2648-20 TP JS JS 05/26/2023 PLAN & PROFILE MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 10 C5.1 CHAMBERS AVE. EXISTING GRADE AT CENTERLINE FUTURE GRADE AT CENTERLINE SEE SHEET C5.0 MATCH LINE STA. 5+50 EXISTING FIRE HYDRANT Know what's below. Call before you dig. R 01 01 01 01 01 01 01 UTILITY KEYNOTES ADJUST LID TO FINISHED GRADE AND INSTALL CONCRETE COLLAR 01 NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE FIELD. 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 INSTALL 3'X3' BOX PER MILLCREEK STANDARD 220, SEE SHEET C6.1 01 02 03 03 03 01 01 01 01 03 03 01 01 03 02 02 02 CONNECT EXISTING PIPE INTO NEW SD BOX CONNECT INTO EXISTING STORM DRAIN BOX CONNECT INTO EXISTING STORM DRAIN BOX ---PAGE BREAK--- SD SD SD SD SD SD SD SD SD SW:4415.53 4416 SW:4415.62 SW:4415.70 SW:4416.63 SW:4417.28 TW:4419.63 FG:4416.12 SW:4418.28 SW:4419.14 SW:4419.06 SW:4417.40 SW:4419.64 SW:4420.64 SW:4421.15 SW:4421.07 SW:4422.07 SW:4422.33 TW:4419.63 TW:4420.63 TW:4420.63 TW:4421.28 TW:4421.28 TW:4422.28 TW:4423.06 TW:4422.28 TW:4423.64 TW:4423.06 TW:4423.64 TW:4424.64 TW:4425.07 TW:4424.64 TW:4425.07 TW:4426.07 TW:4426.07 FG:4418.03 FG:4419.41 FG:4419.96 FG:4421.15 FG:4422.33 TBC:4418.03 TBC:4419.41 TBC:4419.96 TBC:4421.18 TBC:4422.25 TBC:4416.90 4415 4416 4417 4418 4419 4420 4421 4422 4422 4421 4420 4419 4418 4417 4416 4416 4416 4417 4418 4419 4420 4421 4422 4422 4421 4420 4419 4418 4417 4417 4410 4420 4430 4410 4420 4430 0.5' 4' 4' 4' 1' 3.23' 15.81' 8.12' 3' 0.77' 3' 1' 4' 3.14' 0.86' 4' 3.34' 0.67' 4' 4' 3' 1' 3.5' 0.5' 4' 3.7' 3' 1' 4' 0.3' SW:4415.62 SW:4416.63 SW:4417.29 SW:4417.40 SW:4418.28 SW:4419.06 SW:4419.14 SW:4419.65 SW:4419.73 SW:4420.64 SW:4421.07 SW:4421.16 SW:4422.07 SW:4422.33 TW:4419.63 TW:4419.63 TW:4420.63 TW:4420.63 TW:4421.28 TW:4421.28 TW:4422.28 TW:4422.28 TW:4423.06 TW:4423.06 TW:4423.64 TW:4423.64 TW:4424.64 TW:4424.64 TW:4425.07 TW:4425.07 TW:4426.07 TW:4426.07 TOF:4415.62 TOF:4415.62 TOF:4416.63 TOF:4416.63 TOF:4417.29 17.26' 14.07' 10.55' 17.71' 7.45' 16.97' 4.43' TOF:4417.29 TOF:4418.28 TOF:4419.06 TOF:4418.28 TOF:4419.65 TOF:4419.06 TOF:4420.64 TOF:4419.65 TOF:4421.07 TOF:4420.00 TOF:4420.64 TOF:4422.07 TOF:4421.07 TOF:4422.07 Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 PP WALL.dwg - PP-3 - 5/26/2023 05:43pm, daxen.smith 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. 05/26/23 0 5' 10' SCALE: 1" = 5' VERT. SCALE: 1" = 5' H O R R O C K S E N G I N E E R S N UT-2648-20 TP JS JS 05/26/2023 SITE WALL PLAN & PROFILE MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 11 C5.2 Know what's below. Call before you dig. R ---PAGE BREAK--- Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 DT.dwg - DT-1 - 5/26/2023 05:43pm, daxen.smith 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. 05/26/23 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 SCALE: 2 - ASPHALT (CROWN BURGER PARKING LOT) NONE 3" ASPHALT 6" UNTREATED BASE COURSE 6" SCARIFIED AND RE-COMPACTED NATIVE SIL OR STRUCTURAL FILL NATURAL SUBGRADE 9" UNTREATED BASE COURSE ---PAGE BREAK--- Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 DT.dwg - DT-2 - 5/26/2023 05:43pm, daxen.smith 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. 05/26/23 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 SEE MILLCREEK CITY STANDARD PLANS FOR NOTES THAT ACCOMPANY THIS DETAIL ---PAGE BREAK--- 2'-2" MAX 2x RISE, TYP LAP 1'-6" MIN FTG DEPTH - MINIMUM NOTES: HORIZONTAL, U.N.O. OF FOOTING. * SLOPE ONE VERTICAL TO TWO * REINFORCING TO MATCH THAT 3" CLR 30 DIAM 6" 3" CLR 1'-6" MIN 3" CLR 2" CLR 1'-6" MIN LAP 4'-0" MIN REINF LAP S FOUNDATION STEP SHOWN ON PLANS S S FOUNDATION STEP SHOWN ON PLANS 90° HOOK REBAR BENDS & END HOOKS d d 135° HOOK 6d OR 3" MIN 90° HOOK 12d FOR #6 THRU #8 6d FOR #3 THRU #5 D MIN - 1~8" FOR #3 MIN - 2~8" FOR #5 MIN - 2" FOR #4 d D OFFSET 6d OR 3" MIN 180° HOOK D - 6d FOR #3 THRU #8 D - 8d FOR #9 THRU #11 D - 10d FOR #14 THRU #18 12d D d BE MADE COLD ALL BENDS SHALL NOTE: D 1 d 6 MIN) SCALE: 5 - TIE & STURRUP END HOOKS NONE LAP 9" LAP LAP LAP #5 VERT, TYP @ WALLS ALTERNATE CORNER INTERSECTION TYPICAL CORNER LAP: FOR CONCRETE: PER TABLE IN REINF. STEEL NOTES ON SHEET S0.1 NOTE: WHERE SINGLE LAYER OF REINF. OCCURS, BEND STEEL AS SHOWN FOR OUTSIDE BARS SCALE: 7 - REINF AT INTERSECTIONS OF CONC WALLS, FTGS, & BMS NONE SCALE: 3 - TYP STEPPED FTG @ BOT ONLY NONE SCALE: 4 - TYP STEPPED FTG @ TOP & BOT NONE Q:\!2020\UT-2648-2008 Millcreek City Center\Project Data\Sheet_Files\Chambers Ave Roadway\UT-2648-20 DT.dwg - DT-3 - 5/26/2023 05:43pm, daxen.smith 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. 05/26/23 UT-2648-20 TP JS JS 05/26/2023 DETAILS MILLCREEK CITY CHAMBERS AVE. ROADWAY MILLCREEK CITY, UTAH 14 C6.2 2'-6" 1' DOWELS TO MATCH VERTICAL WALL REINFORCEMENT (3)#5 CONT. 12" 4' MAX 2'-6" 3" CLR MIN. LAP SPLICE #4 @ 16" O.C. CONCRETE PEDESTAL BELOW GRADE (3)#5 CONT. 2'-6" 1' #4 @ 16" O.C. 6" 4' MAX 2'-6" MIN. LAP SPLICE 3" CLR MIN. DOWELS TO MATCH VERTICAL WALL REINFORCEMENT (ALTERNATE DOWEL ORIENTATION WITHIN FOOTING) CONCRETE PEDESTAL BELOW GRADE SCALE: 1 - MASONRY WALL NONE SCALE: 2 - MASONRY WALL NONE ---PAGE BREAK--- P POLICE ENTRY (DOWN) A2-42 5 PP POLICE ENTRY (DOWN) A2-42 5 P 11-11 11-12 11-12 11-11 11-12 11-12 11-12 03-30-06 03-30-06 03-30-06 03-30-07 11-11 11-11 11-11 03-30-08 CAST-IN-PLACE CONCRETE SYMBOL DESCRIPTION QTY DETAIL CURB AND GUTTER, SEE CIVIL PLANS CURB & GUTTER TRANSITION TO ZERO CURB ART FOUNDATION INSTALL CONCRETE ART FOUNDATION SIZE PER PLAN 8" DEPTH, TOP OF FOUNDATION 4" ABOVE GRADE TOP MUST BE LEVEL 11 EQUIPMENT SYMBOL DESCRIPTION QTY DETAIL BLACK BRICK WALL 57 LF 5/LM102 BLACK COLOR AND FINISH TO MATCH MILLCREEK COMMON ADVENTURE HUB 3' DECORATIVE WALL BLACK BRICK WALL 153 LF 5/LM102 BLACK COLOR AND FINISH TO MATCH MILLCREEK COMMON ADVENTURE HUB 3' TO 4' DECORATIVE WALL CAST-IN-PLACE CONCRETE SYMBOL DESCRIPTION QTY DETAIL C.I.P CONCRETE PAVEMENT, NATURAL COLOR LIGHT BROOM 1,358 SF 1/LM102 FINISH. EXPANSION AND CONTROL JOINTS PER DETAILS AND SPECS CONCRETE PAVEMENT 18,968 SF 1/LM102 NATURAL GRAY CONCRETE WITH SPARKLE GRAIN LIGHT ACID FINISH MATCH EXISTING MILLCREEK COMMON COLORED CONCRETE PAVEMENT, 6,597 SF 1/LM102 CONCRETE WITH SPARKLE GRAIN INTEGRAL COLOR SCOFIELD A-21 DEEP CHARCOAL COLOR HARDENED, HEAVY ACID FINISH MATCH EXISTING MILLCREEK COMMON UNIT PAVING SYMBOL DESCRIPTION QTY DETAIL CONCRETE PAVERS 17,284 SF 3/LM102 BELGARD MELVILLE PLANK LARGE UNIT 3 AND SLIM UNIT 3 80MM FOR VEHICULAR USE SEE ENLARGEMENT FOR PATTERN AGGREGATE SURFACE SYMBOL DESCRIPTION QTY DETAIL DECORATIVE LANDSCAPE ROCK 561 SF 4/LM102 DECORATIVE ROCK TO MATCH EXISTING 2" DEPTH (TYP) PLANTING SYMBOL DESCRIPTION QTY DETAIL LANDSCAPE AREA, SEE PLANTING PLAN 5,042 SF SILVA CELL TREE PLANT GRID 992 SF 1/PP102 INTALL PER MANUFACTURE SPECIFICATIONS. SUBMIT SAMPLE FOR OWNER APPROVAL. 03-30-06 03-30-07 03-30-08 11-11 11-12 REFERENCE NOTES SCHEDULE Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture LM100 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] OVERALL LAYOUT & MATERIALS PLAN 0 SCALE: feet 30 60 90 1" = 30' NORTH ---PAGE BREAK--- POLICE ENTRY (DOWN) A2-42 5 POLICE ENTRY (DOWN) A2-42 5 03-30-06 11-11 11-11 11-12 11-12 11-11 11-12 11-12 11-12 03-30-06 03-30-06 03-30-07 11-11 11-11 03-30-08 CAST-IN-PLACE CONCRETE SYMBOL DESCRIPTION QTY DETAIL CURB AND GUTTER, SEE CIVIL PLANS CURB & GUTTER TRANSITION TO ZERO CURB ART FOUNDATION INSTALL CONCRETE ART FOUNDATION SIZE PER PLAN 8" DEPTH, TOP OF FOUNDATION 4" ABOVE GRADE TOP MUST BE LEVEL 11 EQUIPMENT SYMBOL DESCRIPTION QTY DETAIL BLACK BRICK WALL 57 LF 5/LM102 BLACK COLOR AND FINISH TO MATCH MILLCREEK COMMON ADVENTURE HUB 3' DECORATIVE WALL BLACK BRICK WALL 153 LF 5/LM102 BLACK COLOR AND FINISH TO MATCH MILLCREEK COMMON ADVENTURE HUB 3' TO 4' DECORATIVE WALL CAST-IN-PLACE CONCRETE SYMBOL DESCRIPTION QTY DETAIL C.I.P CONCRETE PAVEMENT, NATURAL COLOR LIGHT BROOM 1,358 SF 1/LM102 FINISH. EXPANSION AND CONTROL JOINTS PER DETAILS AND SPECS CONCRETE PAVEMENT 18,968 SF 1/LM102 NATURAL GRAY CONCRETE WITH SPARKLE GRAIN LIGHT ACID FINISH MATCH EXISTING MILLCREEK COMMON COLORED CONCRETE PAVEMENT, 6,597 SF 1/LM102 CONCRETE WITH SPARKLE GRAIN INTEGRAL COLOR SCOFIELD A-21 DEEP CHARCOAL COLOR HARDENED, HEAVY ACID FINISH MATCH EXISTING MILLCREEK COMMON UNIT PAVING SYMBOL DESCRIPTION QTY DETAIL CONCRETE PAVERS 17,284 SF 3/LM102 BELGARD MELVILLE PLANK LARGE UNIT 3 AND SLIM UNIT 3 80MM FOR VEHICULAR USE SEE ENLARGEMENT FOR PATTERN AGGREGATE SURFACE SYMBOL DESCRIPTION QTY DETAIL DECORATIVE LANDSCAPE ROCK 561 SF 4/LM102 DECORATIVE ROCK TO MATCH EXISTING 2" DEPTH (TYP) PLANTING SYMBOL DESCRIPTION QTY DETAIL LANDSCAPE AREA, SEE PLANTING PLAN 5,042 SF SILVA CELL TREE PLANT GRID 992 SF 1/PP102 INTALL PER MANUFACTURE SPECIFICATIONS. SUBMIT SAMPLE FOR OWNER APPROVAL. 03-30-06 03-30-07 03-30-08 11-11 11-12 REFERENCE NOTES SCHEDULE Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture LM101 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] LAYOUT & MATERIALS PLAN 0 SCALE: feet 20 40 60 1" = 20' NORTH PROTECT TREE IN PLACE ADD TREE GRATE TO MATCH EXISTING PLAZA EXTEND CONC. SIDEWALK TO MATCH CITY HALL PAVING RELOCATE EXISTING UTILITY FIELD VERIFY ADD COLOR CONC. SPARKLE CONCRETE TO MATCH EXISTING MATCH LINE A MATCH LINE A MATCH LINE A MATCH LINE A ADJUST STORM DRAIN LID TO MATCH FINISH GRADE, INSTALL DECORATIVE GRATE SEE CIVIL ---PAGE BREAK--- Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture LM102 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] SITE DETAILS CONCRETE PAVEMENT 1 1/2" 1'-0" 4" 4" NOTES: 1. CONCRETE COLOR AND FINISH AS INDICATED ON MATERIALS PLANS. 2. CONTRACTOR TO PROVIDE 5'X5' MOCK UP OF EACH COLOR AND FINISH OF CONCRETE SPECIFIED ON PLANS PRIOR TO CONSTRUCTION. 3. PLACE CONTROL AND EXPANSION JOINTS PER DETAILS ON THIS SHEET. CONCRETE PAVEMENT PER PLAN UNTREATED BASE COURSE PER GOEOTECH REPORT NATURAL SUBGRADE SEE CIVIL DRAWINGS FOR SLOPE 1 P-PU1-CHA-02 CONTROL JOINT 3" 1'-0" NOTES: 1. CONTROL JOINTS SPACING AS SHOWN ON PLANS. 2. ALL CONTROL JOINTS TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SAWCUT DEPTH 1/4 OF CONCRETE THICKNESS, TYP. CONCRETE PAVEMENT PER DETAIL 1/4" MAX. WIDTH 2 P-PU1-CHA-951 CONCRETE UNIT PAVERS 1 1/2" 1'-0" 1/8" THICK (MIN.) METAL PAVER EDGE RESTRAINT, PER MANUFACTURER'S STANDARD FILL JOINTS WITH SAND PER MANUFACTURERS SPECIFCIATIONS CONCRETE UNIT PAVER, REFER TO MATERIALS PLANS FOR COLOR, SIZE AND PATTERN LEVELING SAND UNTREATED BASE COURSE COMPACTED SUB GRADE PER GEOTECH NOTES: 1. USE A METAL EDGE RESTRAINING ON ALL AREAS ABUTTING LANDSCAPE. 2. FINE-GRAINED SOILS FOUND WITHIN 36" OF FINISH GRADE SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL THAT MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT SECTION 8.1.4. 1" PER GEOTECH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT SECTION 8.7 P-PU1-CHA-03 3 NOTES: 1. APPLY PRE-EMERGENT HERBICIDE PRIOR TO AND FOLLOWING INSTALLATION OF ROCK MULCH. 2. SEE LANDSCAPE SCHEDULE FOR COLOR AND SIZE OF ROCK MULCH. ROCK MULCH NTS 1/2" WEED BARRIER FINISHED GRADE: 3-4" DEEP ROCK MULCH PER LANDSCAPE SCHEDULE FINISHED GRADE; CONCRETE CURB OR SIDEWALK PER PLANS UNDISTURBED NATIVE SOIL OR TOP SOIL 4 P-PU1-CHA-955 4"X6"X16" BLACK FOUNDERS BRICK FILL WITH BLACK GROUT, THICKNESS PER MANUFACTURE SPECIFICATIONS (COLORS TO MATCH ADVENTURE HUB 3' MIN. 4' MAX DECORATIVE BRICK WALL 3/4" 1'-0" 1/8" BLACK POWDER COATED METAL CAP PIN IN PLACE 24" O.C. W/ #5 REBAR (TYP) PROVIDE 2" TURN DOWN BOTH SIDES. #4 REBAR 16" O.C W/ SOLID GROUTED CELLS DECORATIVE ROCK TO MATCH PLANTING AREAS. SEE LAYOUT & MATERIALS PLAN FOR COLORS WEED BARRIER COMPACTED AGGREGATE SUBBASE PER GEOTECHNICAL REPORT COMPACTED SUBBASE PER GEOTECHNICAL REPORT REINFORCEMENTS PER SITE STRUCTURAL DRAWINGS 4"X6"X16" BLACK FOUNDERS BRICK FILL WITH BLACK GROUT, THICKNESS PER MANUFACTURE SPECIFICATIONS (COLORS TO MATCH ADVENTURE HUB 3'MIN. - 4' MAX CONCRETE FOOTER, DEPTH AND WIDTH PER SITE STRUCTURAL DRAWINGS #4 REBAR 8" O.C SOLID GROUTED DECORATIVE ROCK TO MATCH PLANTING AREAS. SEE LAYOUT & MATERIALS PLAN FOR COLORS WEED BARRIER COMPACTED AGGREGATE SUBBASE PER GEOTECHNICAL REPORT COMPACTED SUBBASE PER GEOTECHNICAL REPORT REINFORCEMENTS PER SITE STRUCTURAL DRAWINGS CONCRETE FOOTER, DEPTH AND WIDTH PER SITE STRUCTURAL DRAWINGS 3'MIN. - 4' MAX 1'-6" 1'-6" LENGTH VARIES. SEE SITE PLAN LENGTH VARIES. SEE SITE PLAN DRAIN SEE CIVIL DRAIN SEE CIVIL NOTE: 1. PROVIDE SHOP DRAWINGS FOR APPROVAL. 2. PROVIDE A 5'X5' MOCK UP FOR OWNER APPROVAL PRIOR TO INSTALLATION. 3. ROAD IS SLOPING SEE CIVIL PLANS FOR WALL STEP LOCATION SIDEWALK ELEVATIONS ADJACENT TO WALL. 4. PROTECT WALL FROM ADJACENT CONCRETE STAIN WIN INSTALLING CONCRETE SIDEWALK. 5. GROUT COLOR TO MATCH ADVENTURE HUB COLOR. 6. TOOL ALL JOINTS SMOOTH TO MATCH ADVENTURE HUB DESIGN. LEAVE ALL HATCHED BLOCK OUT LEAVE ALL HATCHED BLOCK OUT 1/8" BLACK POWDER COATED METAL CAP PIN IN PLACE 24" O.C. W/ #5 REBAR (TYP) PROVIDE 2" TURN DOWN BOTH SIDES. P-PU1-CHA-957 5 ---PAGE BREAK--- P POLICE ENTRY (DOWN) A2-42 5 P Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture SL100 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] SLEEVE PLAN 0 SCALE: feet 20 40 60 1" = 20' NORTH MATCH LINE A MATCH LINE A MATCH LINE A MATCH LINE A EXISTING SLEEVE TO IRRIGATION CONTROLLER FIELD VERIFY LOCATE EXISTING SLEEVE TO IRRIGATION CONTROL IN BASEMENT OF ADVENTURE HUB FUTURE STREET LIGHT LOCATION (TYP) FUTURE STREET LIGHT LOCATION (TYP) ---PAGE BREAK--- CE ENTRY DOWN) A2-42 5 CE ENTRY DOWN) A2-42 5 CE ENTRY DOWN) A2-42 5 BF 02 3 4" A 0.56 A1 1" 2 A2 1" B 3.09 B1 1" 8.5 B2 1" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 01 112" 112" Maximum Flow (GPM) Maximum Flow Rate - SCH. 40 PVC Plastic Pipe Pipe Size SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI RAIN BIRD RWS-M-B W/ RWS-SOCK 1400 SERIES MINI ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 18IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 WITH SAND SOCK FOR SANDY SOIL. 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD XCZ-100-IVMQ WIDE FLOW IVM DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESBIVM SMART VALVE W/ FACTORY INSTALLED IVM-SOL 0.3-20 GPM AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER 0.3-20 GPM PVC LATERAL TO POLY DRIP TUBING PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING AREA TO RECEIVE DRIP EMITTERS BOWSMITH SL200 SERIES SINGLE OUTLET EMITTER 1/2" FPT WITH BARBED ELBOW OUTLET. GREEN=0.6 GPH, Emitter Notes: SL206 emitters (1 assigned to each 1 Gal plant) SL206 emitters (1 assigned to each 5 Gal plant) SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD PEB 1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. FEBCO 825YA 1" REDUCED PRESSURE BACKFLOW PREVENTER WITH HOUSE KEEPING CONCRETE PAD AND LOCKING CAGE EXISTING CONTROLLER CONNECT TO EXISTING CONTROLLER IN BASEMENT OF ADVENTURE HUB. TWO WIRE PATH SYSTEM W/ DECODERS RAIN BIRD ESP4ME3 4 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. FOR RESIDENTIAL OR LIGHT COMMERCIAL USE WITH LNK WIFI MODULE. COORDINATE LOCATION AND POWER WITH CROWN BURGER OWNER POINT OF CONNECTION 1" EXISTING WATER METER SEE CIVIL PLANS IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 1401 1402 BF B A XX # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC A1 RAIN BIRD XCZ-100-IVMQ 1" AREA FOR DRIP EMITTERS 0.56 31.2 31.2 A2 RAIN BIRD PEB 1" BUBBLER 2 31.9 B1 RAIN BIRD XCZ-100-IVMQ 1" AREA FOR DRIP EMITTERS 3.09 32.8 B2 RAIN BIRD PEB 1" BUBBLER 8.5 37.4 VALVE SCHEDULE Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture IR100 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] OVERALL IRRIGATION PLAN 0 SCALE: feet 30 60 90 1" = 30' NORTH ---PAGE BREAK--- P POLICE ENTRY (DOWN) A2-42 5 PP POLICE ENTRY (DOWN) A2-42 5 PP POLICE ENTRY (DOWN) A2-42 5 P BF 02 3 4" 0.56 A1 1" 2 A2 1" B 3.09 B1 1" 8.5 B2 1" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 01 112" 112" SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI RAIN BIRD RWS-M-B W/ RWS-SOCK 1400 SERIES MINI ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 18IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 WITH SAND SOCK FOR SANDY SOIL. 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD XCZ-100-IVMQ WIDE FLOW IVM DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESBIVM SMART VALVE W/ FACTORY INSTALLED IVM-SOL 0.3-20 GPM AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER 0.3-20 GPM PVC LATERAL TO POLY DRIP TUBING PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING AREA TO RECEIVE DRIP EMITTERS BOWSMITH SL200 SERIES SINGLE OUTLET EMITTER 1/2" FPT WITH BARBED ELBOW OUTLET. GREEN=0.6 GPH, Emitter Notes: SL206 emitters (1 assigned to each 1 Gal plant) SL206 emitters (1 assigned to each 5 Gal plant) SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD PEB 1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. FEBCO 825YA 1" REDUCED PRESSURE BACKFLOW PREVENTER WITH HOUSE KEEPING CONCRETE PAD AND LOCKING CAGE EXISTING CONTROLLER CONNECT TO EXISTING CONTROLLER IN BASEMENT OF ADVENTURE HUB. TWO WIRE PATH SYSTEM W/ DECODERS RAIN BIRD ESP4ME3 4 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. FOR RESIDENTIAL OR LIGHT COMMERCIAL USE WITH LNK WIFI MODULE. COORDINATE LOCATION AND POWER WITH CROWN BURGER OWNER POINT OF CONNECTION 1" EXISTING WATER METER SEE CIVIL PLANS IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 1401 1402 BF B A XX # Valve Number Valve Si]e Valve Flow Valve Callout # IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC A1 RAIN BIRD XCZ-100-IVMQ 1" AREA FOR DRIP EMITTERS 0.56 31.2 31.2 A2 RAIN BIRD PEB 1" BUBBLER 2 31.9 B1 RAIN BIRD XCZ-100-IVMQ 1" AREA FOR DRIP EMITTERS 3.09 32.8 B2 RAIN BIRD PEB 1" BUBBLER 8.5 37.4 VALVE SCHEDULE Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture IR101 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] IRRIGATION PLAN 0 SCALE: feet 20 40 60 1" = 20' NORTH MATCH LINE A MATCH LINE A MATCH LINE A MATCH LINE A EXISTING SLEEVE TO IRRIGATION CONTROLLER FIELD VERIFY SEE SLEEVE PLAN (TYP) SEE SLEEVE PLAN (TYP) ---PAGE BREAK--- Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture IR102 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] IRRIGATION DETAILS NOTES: 1. INSTALL BACKFLOW PREVENTION AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENTS. 2. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 6" 4" BACKFLOW PREVENTER NTS BACKFLOW PREVENTER ENCLOSURE TO BE GUARDSHACK MODEL GS3 FEBCO 825 YA PIPE UNION, BRASS OR COPPER PIPE SPOOL, TYPE COPPER, 2" THROUGH 2 1 2" COPPER 90 ELL ADAPT OUTGOING PIPE TO MAINLINE CONCRETE THRUST BLOCK COPPER PIPE FROM POINT OF CONNECTION P-PU1-CHA-958 1 DEPTH 3" 1'-6" 3" 2'-0" 4" AND GREATER 3'-0" TRENCHING NTS PIPE SIZE 8" 10" MIN 18" MIN/ 24" MIN UNDER PAVING 6" MIN CLEARANCE FINISHED GRADE TO BE FLUSH WITH SURROUNDING GRADE BACKFILL WITH NATIVE SOIL AND WATER SETTLE FOR COMPACTION METALLIC DETECTOR TAPE FOR MAINLINES AND CONTROL WIRES ONLY LATERAL LINE MAINLINE WIRING-TAPE AND BUNDLE WIRE AT 10' INTERVALS. TIE A LOOSE 20" LOOP IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30". UNITE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE AND BEFORE BACKFILLING TRENCHES. CLEAN SAND P-PU1-CHA-959 2 NOTES: 1. PROVIDE EMITTER TYPE AND QTY PER IRRIGATION LEGEND 2. PROVIDED RIDGED PVC GLUE OR THREADED FITTINGS TO EACH SHRUB TYPICAL OF ROOT BALL AND PLANT PIT PVC LATERAL FINISH GRADE PLACE EMITTER ON UPHILL SIDE OF PLANT CENTERLINE CL ROOT BALL 1/2" THREADED EMITTER SEE IRRIGATION SCHEDULE SHRUB EMITTER DETAIL 6" 1'-0" 3/4" X 1/2" SSS TEE 1/2" SCH 40 PVC 5' MAX 1/2" ST ADAPTER BOWSMITH SL200 THREADED EMITTER 45 OR 90 IF NEEDED 12" MIN 3 P-PU1-CHA-961 ROOT WATER SYSTEM 1" 1'-0" FINISH GRADE RAINBIRD RWS-M-B-C-1401 (INCLUDES RETAINER 18" TUBE, .25GPM BUBBLER & INTEGRATED CHECK VALVE, 4" GRATE, 1/2" M NPT INLET SPIRAL BARB ELBOW BUBBLER: RAINBIRD 1401 .25 GPM 4" LOCKING GRATE 1/2" SWING ASSEMBLY RAINBIRD SA-125050 PVC LATERAL PIPE PVC TEE ADAPTER LONG RIGID BASKET WEAVE CANISTER WITH SOCK NOTE: 1. INSTALL PRODUCT SO CAP IS FLUSH W/ GRADE 2. WHEN INSTALLED IN HEAVY CLAY SOIL ADD 3/4" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FOR FASTER WATER INFILTRATION AND ROOT PENETRATION, SCARIFY AND AMEND SOIL PER PLANTING DETAIL 3. ONCE RWS-M HAS BEEN INSTALLED FILL THE BASKET WITH CLEAN WASHED PEA GRAVEL BEFORE LOCKING LID P-PU1-CHA-962 4 SLEEVING 1" 1" 12'-0" WIDTH VARIES 12'-0" 12" MIN 12" MIN NOTES: 1. COORDINATE THE PLACEMENT OF SLEEVES WITH OTHER TRADES TO ENSURE SLEEVES ARE PLACED PRIOR TO THE INSTALLATION OF HARDSCAPE ELEMENTS. 2. INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES. 3. INSTALL SLEEVES UNDER ROADWAYS A MINIMUM DEPTH OF 24" TO TOP OF SLEEVE, INSTALL OTHER SLEEVES A MINIMUM OF 18" BELOW GRADE TO TOP OF SLEEVE. 4. EXTEND ENDS OF SLEEVES A MINIMUM OF 30" BEYOND THE EDGE OF HARDSCAPE. 5. PROVIDE DETECTOR TAPE MARKER FROM BOTH ENDS OF SLEEVE TO FINISH GRADE FOR FUTURE IDENTIFICATION OF SLEEVE LOCATIONS. 6. ENSURE BACKFILL MEETS ENGINEERING REQUIREMENTS. 7. DO NOT INSTALL LATERAL PIPE WITH MAIN LINE PIPE IN THE SAME SLEEVE. 8. DO NOT INSTALL WIRE WITH LATERAL OR MAIN LINE PIPE IN THE SAME SLEEVE. 9. INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES PER THE FOLLOWING SCHEDULE: PIPE SIZE OR WIRE QUANTITY 1" LATERAL 1 1/4" LATERAL 1 1/2" LATERAL 2" LATERAL 2 1/2" LATERAL 1" PRESSURE SUPPLY LINE 3" PRESSURE SUPPLY LINE 1-20 CONTROL WIRES 21-40 CONTROL WIRES REQUIRED SLEEVE(S) 2" SCH 40 PVC 3" SCH 40 PVC 4" SCH 40 PVC 4" SCH 40 PVC 6" SCH 40 PVC 2" SCH 40 PVC 6" SCH 40 PVC 2" SCH 40 PVC 2" SCH 40 PVC MAINLINE SLEEVE EDGE OF PAVEMENT OR CURB LATERAL LINE SLEEVE POWER WIRE SLEEVE P-PU1-CHA-960 5 REMOTE CONTROL VALVE 1/4" 1'-0" NOTES: 1. ONE REMOTE CONTROL VALVE PER BOX 2. ALL FITTINGS AND PIPE IN MANIFOLD SHALL BE THREADED SCH. 80 PVC USING TEFLON TAPE AND #5 RECTOR SEAL 3. MAX. TWO CONTROL VALVE PER ANGLE VALVE 4. EACH FITTING AND VALVE BELL MUST BE RESTRAINED TO THE LENGTH OF PIPE NOTED IN THE HARCO DI FITTINGS TABLE USING THE FITTING TO PIPE RESTRAINT VALVE TO PIPE RESTRAINT AND PIPE TO PIPE RESTRAINT AS REQUIRED CARSON-BROOKS VALVE BOX (SIZE AS REQUIRED TO FIT) WITH STAINLESS STEEL BOLTS (BOLT DOWN LID) MUST BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 30" MAX DEPTH 10"-14" MAIN WATER SUPPLY SCH 80 PVC ELBOW (TYP) SCH 80 PVC NIPPLE (TYP) REMOTE CONTROL VALVE SEE IRRIGATION SCHEDULE PVC SCH 80 UNION (TYP) WATER TIGHT CONNECTION (3M DBY ONLY) PROVIDE 24" EXPANSION LOOP AT EACH WIRE CONNECTION IN ALL BOXES PVC LATERAL LINE CONTROL WIRES 6" DEPTH CLEAN WASHED PEA GRAVEL RAINBIRD ID TAG INSTALL AT GRADE 10" ROUND VALVE BOX SWIVEL ANGLE VALVE W/ SQUARE OPERATING NUT SIZE PER LIINE STANDARD BRICK (TYP) 6" SCH. 40 PVC PIPE SLEEVE NOTCHED OVER PIPE P-PU1-CHA-963 6 ---PAGE BREAK--- SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE 116 GAURA LINDHEIMERI `WHIRLING BUTTERFLIES` WHIRLING BUTTERFLIES GAURA 1 GAL 54 HESPERALOE PARVIFLORA FALSE YUCCA RED #1 5 GAL 4 HIBISCUS X `BALLET SLIPPERS` TM SUMMERIFIC BALLET SLIPPERS HIBISCUS 5 GAL 64 NEPETA X FAASSENII `WALKER`S LOW` WALKER`S LOW CATMINT 1 GAL 83 PENNISETUM ALOPECUROIDES `LITTLE BUNNY` LITTLE BUNNY FOUNTAIN GRASS 1 GAL 13 RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC 5 GAL 80 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL SHRUBS TREES QTY BOTANICAL NAME COMMON NAME SIZE 9 ACER TRUNCATUM X PLATANOIDES `JFS-KW249` RUBY SUNSET® MAPLE 2" CAL 8 QUERCUS ROBUR 'MENHIR' MENHIR DWARF COLUMNAR ENGLISH OAK 2" CAL 4 ZELKOVA SERRATA `JFS-KW1` TM CITY SPRITE ZELKOVA 2" CAL TREES P POLICE ENTRY (DOWN) A2-42 5 P Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture PP100 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] OVERALL PLANTING PLAN 0 SCALE: feet 30 60 90 1" = 30' NORTH ---PAGE BREAK--- P POLICE ENTRY (DOWN) A2-42 5 P SHRUBS QTY BOTANICAL NAME COMMON NAME 116 GAURA LINDHEIMERI `WHIRLING BUTTERFLIES` WHIRLING BUTTERFLIES GAURA 54 HESPERALOE PARVIFLORA FALSE YUCCA RED #1 4 HIBISCUS X `BALLET SLIPPERS` TM SUMMERIFIC BALLET SLIPPERS HIBISCUS 64 NEPETA X FAASSENII `WALKER`S LOW` WALKER`S LOW CATMINT 83 PENNISETUM ALOPECUROIDES `LITTLE BUNNY` LITTLE BUNNY FOUNTAIN GRASS 13 RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC 80 RUDBECKIA HIRTA BLACK-EYED SUSAN SHRUBS TREES QTY BOTANICAL NAME COMMON NAME 9 ACER TRUNCATUM X PLATANOIDES `JFS-KW249` RUBY SUNSET® MAPLE 8 QUERCUS ROBUR 'MENHIR' MENHIR DWARF COLUMNAR ENGLISH OAK 4 ZELKOVA SERRATA `JFS-KW1` TM CITY SPRITE ZELKOVA TREES Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture PP101 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] PLANTING PLAN 0 SCALE: feet 20 40 60 1" = 20' NORTH MATCH LINE A MATCH LINE A MATCH LINE A MATCH LINE A ---PAGE BREAK--- Sheet Name: Sheet Number: ISSUE DATE: CHECKED: DRAWN: DESIGNED BY: PROJ DESCRIPTION DATE REV DH AJ DH 05.26.2023 JU227043 Planning + Landscape Architecture PP102 6949 S. High Tech Dr. Suite #100 Midvale, Utah 84047 Phoenix I Salt lake Contact: Dave Harris, PLA [PHONE REDACTED] 05/ 26/ 23 MILLCREEK, UT 84106 CHAMBERS AVENUE 1353 EAST 3300 SOUTH MILLCREEK CITY 3330 Soiuth 1300 East Millcreek UT 84106 Owner's Representative: Francis Lilly Planning Director [PHONE REDACTED] [EMAIL REDACTED] PLANTING DETAILS 6" 3X WIDTH OF ROOT BALL (4X IN HEAVY CLAY/ HARDPAN) SHRUB PLANTING NTS 2" DEEP WATERING BASIN SHALL BE GENTLE AND UNIFORM THROUGHOUT WITH NO OBTRUSIVE EDGES FINISHED GRADE, SEE PLANS FOR MULCH MATERIAL AND DEPTH PLANT TABLET PER SPECIFICATIONS BACKFILL MIX PER SPECIFICATIONS SCARIFY SIDES OF PIT, TYP SET ROOT BALL ON NATIVE UNDISTURBED SOIL PPU1CHA953 2 6" 3X WIDTH OF ROOT BALL (4X IN HEAVY CLAY/ HARDPAN) ORNAMENTAL GRASS NTS 2" DEEP WATERING BASIN SHALL BE GENTLE AND UNIFORM THROUGHOUT WITH NO OBTRUSIVE EDGES FINISHED GRADE, SEE PLANS FOR MULCH MATERIAL AND DEPTH PLANT TABLET PER MANUFACTURER SPECIFICATIONS BACKFILL MIX PER SPECIFICATIONS SET ROOT BALL ON NATIVE UNDISTURBED SOIL PPU1CHA954 3 SILVA CELL NTS Provide tree staking only if needed Provide tree staking only if needed 1 PPU1CHA956