Document Millcreek_doc_45153494f6

DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-COVER.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 COVER SHEET C-00 SHEET INDEX COVER SHEET C-00 GENERAL NOTES GN-01 TO GN-04 SURVEY CONTROL SC-01 HORIZONTAL CONTROL HC-01 DETAILS DT-01 TO DT-06 SITE PLAN SP-01 DEMOLITION PLAN DM-01 GEOMETRY PLAN GM-01 TO GM-02 GRADING AND DRAINAGE PLAN GD-01 TO GD-02 EROSION CONTROL EC-01 EROSION CONTROL DETAILS EC-02 LANDSCAPE PLANS LS-00 TO LS-01 LANDSCAPE DETAILS LSDT-01 TO LSDT-02 IRRIGATION PLANS IR-00 TO IR-01 IRRIGATION DETAILS IRDT-01 TO IRDT-02 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 TEL: (801) 214-2700 LOCATED IN MILLCREEK, UTAH CANYON RIM PARK IMPROVEMENTS SEPTEMBER 26, 2023 DEPUTY CITY ENGINEER: FREDERICK LUTZE CONSULTANT CONTACT LIST: JOHN MILLER CITY ENGINEER/ PUBLIC WORKS DIRECTOR: VICINITY MAP NOT TO SCALE CANYON RIM ACADEMY 3005 SOUTH 2900 EAST CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS PROJECT LOCATION CANYON RIM PARK ---PAGE BREAK--- DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-GN.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 GENERAL NOTES GN-01 GENERAL NOTES 1. ALL UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING BLUE STAKE FOR LOCATION OF ALL UTILITIES. 1-[PHONE REDACTED]. 2. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION AND ENSURE THEY REMAIN IN PLACE AND OPERATIONAL. 3. RESTORE OR PRESERVE ALL EXISTING FENCES, ROADS, AND DITCHES UNLESS OTHERWISE SPECIFIED. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS, ONE HARD COPY AND ONE CD WITH CAD FILES, PRIOR TO FINAL PAYMENT. 5. SAFE CONSTRUCTION PROCEDURES AND WORKING CLEARANCES ARE TO BE MAINTAINED AT ALL TIMES. 6. IF THERE IS A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL PREVAIL. THE CONTRACTOR SHALL CAREFULLY READ ALL THE NOTES AND SPECIFICATIONS. THE CONTRACTOR SHALL BE SATISFIED AS TO THE TRUE MEANING AND INTENTION AND SHALL BE RESPONSIBLE FOR COMPLYING WITH EACH. 1. PRECONSTRUCTION 1.1. THE CONTRACTOR SHALL NOTIFY THE MILLCREEK CITY PUBLIC WORKS DEPARTMENT ([PHONE REDACTED]) A MINIMUM OF THREE WEEKS BEFORE BEGINNING WORK. 1.2. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL APPROPRIATE GOVERNMENT AND PRIVATE ENTITIES ASSOCIATED WITH THE PROJECT. THE FOLLOWING MUST BE CONTACTED 48-HOURS PRIOR TO CONSTRUCTION AS APPLICABLE TO THE PROJECT: MILLCREEK PUBLIC WORKS [PHONE REDACTED] BLUE STAKES 811 ROCKY MOUNTAIN POWER [PHONE REDACTED] CENTURY LINK [PHONE REDACTED] COMCAST [PHONE REDACTED] DOMINION ENERGY UTAH [PHONE REDACTED] GOOGLE FIBER [PHONE REDACTED] SALT LAKE COUNTY PARKS AND RECREATION [PHONE REDACTED] CENTURYLINK LOCAL NETWORK [PHONE REDACTED] SALT LAKE COUNTY [PHONE REDACTED] SALT LAKE CITY PUBLIC UTILITIES [PHONE REDACTED] MT. OLYMPUS IMPROVEMENT DISTRICT [PHONE REDACTED] 1.3. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH MILLCREEK CITY, REPRESENTATIVES OF THE CONSULTANT CONSTRUCTION MANAGEMENT TEAM, REPRESENTATIVES OF THE CONTRACTORS AND OTHER AFFECTED AGENCIES. 2. SCHEDULE 2.1. PRIOR TO CONSTRUCTION THE CONTRACTOR WILL UPDATE MILLCREEK CITY PUBLIC WORKS AND PROJECT ENGINEERING CONSULTANTS AS CHANGES OCCUR IN ACCORDANCE WITH THE SPECIFICATIONS. 2.2. REGULAR WORK HOURS ARE SEVEN A.M. UNTIL SEVEN P.M. OR DUSK (WHICHEVER OCCURS FIRST) OF THE SAME DAY, MONDAY THROUGH FRIDAY. THE CONTRACTOR WILL NOT PERMIT OVERTIME WORK OUTSIDE OF REGULAR WORKING HOURS OR THE PERFORMANCE OF WORK ON SATURDAY, SUNDAY OR ANY LEGAL HOLIDAY WITHOUT RECEIVING WRITTEN CONSENT FROM THE PUBLIC WORKS DIRECTOR. REQUESTS FOR WEEKEND WORK APPROVAL MUST BE SUBMITTED, IN WRITING TO MILLCREEK CITY NO LATER THAN WEDNESDAY AT 3:30 P.M. FOR SUBSEQUENT WEEKEND. REQUESTS FOR HOLIDAY WORK APPROVAL MUST BE SUBMITTED, IN WRITING TO MILLCREEK CITY NO LATER THAN 7:00 A.M. - 2 BUSINESS DAYS PRIOR TO THE HOLIDAY. 2.3. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 3. GENERAL NOTES 3.1. ALL WORK IS TO BE PERFORMED PER MILLCREEK CITY SPECIFICATIONS AND STANDARDS. IN THE EVENT THAT THE MUNICIPALITIES DO NOT OFFER SPECIFICATIONS FOR THE WORK, THE LATEST APWA STANDARDS SHALL APPLY. 3.2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE BEST QUALITY ARE TO BE USED. 3.3. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. THE ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE. 3.4. THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. THEREFORE, THE OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR. IT SHALL BE EXPECTED THAT PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED. THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE AND HAVE SPECIAL SKILLS ON THE NATURE, EXTENT AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. CONTRACTOR SHALL ALSO ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND INHERENT CONDITIONS EXISTENT IN THE CONSTRUCTION OF THE PARTICULAR FACILITIES, WHICH MAY CREATE, DURING THE CONSTRUCTION PROGRAM, UNUSUAL OR PECULIAR UNSAFE CONDITIONS HAZARDOUS TO PERSONS, PROPERTY AND THE ENVIRONMENT. CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND SAFELY PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS. 3.5. THE CONTRACTOR SHALL, AT THE TIME OF BIDDING, AND, THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF UTAH AND SHALL BE BONDABLE FOR AN AMOUNT EQUAL TO OR GREATER THAN THE AMOUNT BID AND TO DO THE TYPE OF WORK CONTEMPLATED IN THE PLANS AND SPECIFICATIONS. 3.6. CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO SATISFY THEMSELVES BY PERSONAL EXAMINATION OR BY SUCH OTHER MEANS AS THEY MAY PREFER, OF THE LOCATION OF THE PROPOSED WORK, AND OF THE ACTUAL CONDITIONS OF AND AT THE SITE OF WORK. IF, DURING THE COURSE OF THEIR EXAMINATION, A BIDDER FINDS FACTS OR CONDITIONS WHICH APPEAR TO THEM TO BE IN CONFLICT WITH THE LETTER OR SPIRIT OF THE PROJECT PLANS AND SPECIFICATIONS, THEY SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION AND EXPLANATION BEFORE SUBMITTING THEIR BID. AWARDING THE CONTRACT TO THE CONTRACTOR AND THE CONTRACTOR SIGNING SAID CONTRACT SHALL CONSTITUTE ACKNOWLEDGEMENT THAT THE CONTRACTOR RELIED AND ARE RELYING ON THEIR OWN EXAMINATION OF THE SITE OF THE WORK, ACCESS TO THE SITE, AND ALL OTHER DATA AND MATTERS REQUISITE TO THE FULFILLMENT OF THE WORK AND ON THEIR OWN KNOWLEDGE OF EXISTING FACILITIES ON AND IN THE VICINITY OF THE SITE OF THE WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. THE INFORMATION PROVIDED BY THE OWNER OR THE ENGINEER IS NOT INTENDED TO BE A SUBSTITUTE FOR, OR A SUPPLEMENT TO THE INDEPENDENT VERIFICATION BY THE CONTRACTOR TO THE EXTENT SUCH INDEPENDENT INVESTIGATION OF SITE CONDITIONS IS DEEMED NECESSARY OR DESIRABLE BY THE CONTRACTOR. THE CONTRACTOR SHALL ACKNOWLEDGE THAT THEY HAVE NOT RELIED SOLELY UPON OWNER OR ENGINEER FURNISHED INFORMATION REGARDING SITE CONDITIONS IN PREPARING AND SUBMITTING THEIR BID. 3.7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION. 3.8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER, ENGINEER, AND/OR ANY REGULATORY AGENCY. 3.9. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL -SIZE AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL ROADWAYS, PIPING AND CONDUITS, STRUCTURES AND OTHER FACILITIES. AS-BUILT RECORD DRAWINGS ARE TO BE SUBMITTED BY THE CONTRACTOR PRIOR TO SUBSTANTIAL COMPLETION AND MILLCREEK CITY ACCEPTANCE OF THE CONSTRUCTION. 3.10. WORK IN EASEMENT AND/OR RIGHTS-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE REGULATORY AGENCY RESPONSIBLE FOR OPERATION AND/OR MAINTENANCE OF SAID EASEMENT AND/OR RIGHTS-OF-WAY. 3.11. ALL CONSTRUCTION WILL CONFORM TO THE MOST CURRENT APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS AND AASHTO, ASTM, AWWA, AND MUTCD. 3.12. CONTRACTOR SHALL ATTEND ALL PRECONSTRUCTION, CONSTRUCTION CONFERENCES AND WEEKLY MEETINGS. ---PAGE BREAK--- DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-GN.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 GENERAL NOTES GN-02 STANDARDS, MILLCREEK CITY STANDARDS AND SPECIFICATIONS. WHERE CONFLICTS ARISE, THE MOST STRINGENT CODE WILL APPLY. 4. PLANS 4.1. IN CASE OF DISCREPANCY BETWEEN SCALED AND FIGURED DIMENSIONS, FIGURED DIMENSIONS SHALL GOVERN. 4.2. IF FOR ANY REASON PROPOSED FACILITIES CANNOT BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS, CONTRACTOR MUST IMMEDIATELY INFORM CONSTRUCTION INSPECTOR AND SHALL NOT BEGIN OR CONTINUE WORK ON THOSE ITEMS. IF THE CONSTRUCTION MANAGEMENT TEAM DETERMINES PLAN REVISIONS ARE NECESSARY, NO WORK SHALL BE PERFORMED ON THE ITEM(S) IN QUESTION UNTIL REVISED PLANS ISSUED BY THE DESIGN ENGINEER ARE APPROVED AND ISSUED FOR CONSTRUCTION BY MILLCREEK CITY PUBLIC WORKS AND APPLICABLE CITY. 4.3. FAILURE OF PLANS OR SPECIFICATIONS TO MENTION SPECIFICALLY THE PROVISION OF ANY ITEM(S), OR PERFORMANCE OF ANY WORK OR PROCEDURE WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE PROJECT, SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE SUCH ITEM(S) OR TO PERFORM SUCH WORK OR PROCEDURE. 5. CONSTRUCTION LIMITS 5.1. PROJECT LIMITS - THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 6. CONSTRUCTION SITE 6.1. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 6.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY OF THE PROJECT AND SHALL COMPLY WITH ALL PUBLIC SAFETY, STATE, COUNTY, CITY AND OSHA STANDARDS. 6.3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OF WORKERS. 6.4. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTORS EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH APWA SPECIFICATION 01 57 00. WATER FOR DUST CONTROL SHALL BE DRAWN FROM AN APPROVED MILLCREEK CITY METERED FIRE HYDRANT. 6.5. THE CONTRACTOR AGREES THAT A. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH PHASE OF WORK. B. THEY SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL TRASH, SCRAP AND UNUSED MATERIAL AT THEIR OWN EXPENSE IN A TIMELY MANNER. C. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE AND ORDERLY MANNER AT ALL TIMES. D. THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS, EQUIPMENT, AND TRASH OUT OF THE WAY OF OTHER CONTRACTORS SO AS NOT TO DELAY THE JOB. FAILURE TO DO SO WILL RESULT IN A DEDUCTION FOR THE COST OF CLEAN UP FROM THE FINAL PAYMENT. E. THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC CONTROL, PERMITS, RETESTING AND REINSPECTIONS AT THEIR OWN EXPENSE. F. UNLESS OTHERWISE NOTED, ALL EXCESS SOILS AND MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LAWFULLY DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE. OWNER MAY DESIGNATE A LOCATION ADJACENT TO WORK FOR STOCKPILING OF EXCESS SOILS. G. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS. H. THE CONTRACTOR SHALL REPAIR ANY EXCAVATION OR PAVEMENT FAILURES CAUSED BY HIS CONSTRUCTION. 7. CONSTRUCTION STAKING 7.1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. CENTERLINE OF ROAD TO BE APPROVED BY CITY AND ENGINEER. 7.2. SURVEY CONTROL - CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY AS APPROVED. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE). 7.3. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE. DEPENDING ON THE LOCATION OF THE PROJECT; CONTACT THE COUNTY SURVEYOR FOR SECTION CORNER MONUMENTS AND MILLCREEK CITY FOR CITY MONUMENTS AND CONSTRUCTION REQUIREMENTS. 8. CONSTRUCTION STAGING 8.1. CONSTRUCTION VEHICLES SHALL USE TRUCK ROUTES DESIGNATED BY MILLCREEK CITY. 8.2. CONSTRUCTION VEHICLES, CONTRACTOR OR PRIVATE, OR CONSTRUCTION MATERIALS OR EQUIPMENT SHALL NOT BE PARKED, PLACED, OR STORED WITHIN ANY PUBLIC RIGHT-OF-WAY THAT DOES NOT HAVE THE APPROPRIATE TRAFFIC CONTROL PER THE MUTCD. 9. MAINTENANCE OF TRAFFIC 9.1. FOR ALL WORK WITHIN PUBLIC RIGHTS-OF-WAYS OR EASEMENTS, THE CONTRACTOR SHALL PRESERVE THE INTEGRITY AND LOCATION OF ANY AND ALL PUBLIC UTILITIES AND PROVIDE THE NECESSARY CONSTRUCTION TRAFFIC CONTROL. CONTRACTOR SHALL, THROUGH THE ENCROACHMENT PERMIT PROCESS, VERIFY WITH THE NECESSARY REGULATORY AGENCIES, THE NEED FOR ANY TRAFFIC ROUTING PLAN. IF PLAN IS REQUIRED, CONTRACTOR SHALL PROVIDE PLAN AND RECEIVE PROPER APPROVALS PRIOR TO BEGINNING CONSTRUCTION. 9.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION. ALL TRAFFIC CONTROLS SHALL CONFORM TO PROVO CITY'S STANDARDS AND SPECIFICATIONS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) LATEST EDITION. A PLAN SHALL BE SUBMITTED TO MILLCREEK CITY FOR REVIEW AND ACCEPTANCE TWO WEEKS PRIOR TO CONSTRUCTION. 9.3. CONTRACTOR SHALL IMMEDIATELY REMOVE AND REPLACE DEVICES WHICH ARE DAMAGED, DO NOT FUNCTION PROPERLY, OR ARE DETERMINED BY CONSTRUCTION INSPECTOR TO BE UNSUITABLE FOR THEIR PURPOSE. TRAFFIC CONTROL DEVICES MAY BE REMOVED ONLY UPON APPROVAL OF CONSTRUCTION INSPECTOR. 9.4. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. 9.5. MILLCREEK CITY MUST APPROVE ALL PROJECT HAUL ROUTES. 10. MATERIAL 10.1. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: I. MILLCREEK CITY STANDARD SPECIFICATION AND DRAWINGS J. APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS K. AASHTO A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREET 10.1. THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED IN WRITING BY THE MILLCREEK CITY DIRECTOR OF PUBLIC WORKS. 10.2. ASPHALT GUARANTEE - THE CONTRACTOR SHALL REMOVE, DISPOSE OF, FURNISH AND PLACE PERMANENT ASPHALT PER CITY STANDARDS AS APPLICABLE TO THE PROJECT. THE CONTRACTOR SHALL GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE GOVERNING ENTITY. 10.3. TEMPORARY ASPHALT - IF THE CONTRACTOR CHOOSES TO WORK WITHIN THE PUBLIC WAY WHEN HOT MIX ASPHALT IS NOT AVAILABLE, THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE APPROPRIATE GOVERNING ENTITY PRIOR TO INSTALLING TEMPORARY ASPHALT SURFACING MATERIAL. WITHIN MILLCREEK CITY, WHEN PERMANENT ASPHALT BECOMES AVAILABLE, THE CONTRACTOR SHALL REMOVE THE TEMPORARY ASPHALT, FURNISH AND INSTALL THE PERMANENT ASPHALT. THE CONTRACTOR SHALL GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE GOVERNING ENTITY FROM THE DATE OF COMPLETION. 10.4. CONSTRUCT EARTH FILLS FOR ROADS, EMBANKMENTS, AND STRUCTURES IN ACCORDANCE WITH APWA STANDARD SPECIFICATIONS. 10.5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOIL, BASE AGGREGATE AND HOT MIX ASPHALT COMPACTION TESTING. A CERTIFIED TECHNICIAN MUST BE ONSITE AT ALL TIMES DURING FILL OPERATIONS. COPIES OF SOIL COMPACTION TEST RESULTS MUST BE PROVIDED TO, AND APPROVED BY, THE CONSTRUCTION INSPECTOR PRIOR TO PLACEMENT OF CURBS AND/OR BASE AGGREGATE. COPIES OF BASE AGGREGATE COMPACTION TEST RESULTS MUST BE PROVIDED TO, AND APPROVED BY, THE CONSTRUCTION INSPECTOR PRIOR TO PLACEMENT OF BASE HOT MIX ASPHALT. 10.6. WHERE DITCH OR WATERWAY STABILIZATION MATTING OF ANY TYPE IS SPECIFIED, INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MATTING SHALL BE PLACED ON BOTTOM AND SIDE SLOPES TO PROVIDE EITHER 1.0' STABILIZED DEPTH, UNLESS OTHERWISE INDICATED ON PLANS. 10.7. ONCE BEGUN, ROAD CONSTRUCTION SHALL BE CONTINUED UNTIL FULL DEPTH OF AGGREGATE BASE AND PAVING AS SHOWN ON THE TYPICAL SECTION ARE PLACED, INCLUDING THE FINISHED SURFACE COURSE. AGGREGATE BASE COURSE AND HOT MIX ASPHALT BASE COURSE SHALL NOT REMAIN UNCOVERED FOR MORE THAN FIVE WORKING DAYS. 10.8. OFF-SITE BORROW MATERIAL TO BE IMPORTED FOR EMBANKMENT CONSTRUCTION AND SUPPORT OF PAVEMENT IS TO MEET THE MINIMUM SUBGRADE SOIL SPECIFICATIONS IN THE MILLCREEK CITY PUBLIC WORKS STANDARD SPECIFICATIONS AND DRAWINGS. CBR TESTING OF OFF-SITE BORROW MATERIAL SHALL BE COMPLETED AND THE TEST RESULTS SUBMITTED TO AND APPROVED BY MILLCREEK CITY PRIOR TO DELIVERY OF THE MATERIAL. THE PAVING DESIGN SECTIONS SHOWN ON THE APPROVED PLANS SHALL BE REVIEWED AND EVALUATED USING THE CBR TESTING RESULTS OF THE BORROW MATERIAL. ANY CHANGES TO THE PAVEMENT DESIGN SECTIONS BASED ON THE CBR TEST RESULTS SHALL BE INCORPORATED THROUGH THE RED-LINE REVISION PROCESS. 10.9. ALL BACKFILL SHALL CONFORM TO APWA, MILLCREEK CITY STANDARD PLANS AND SPECIFICATIONS. 10.10. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH MILLCREEK CITY AND APWA STANDARDS AND SPECIFICATIONS. IN INSTANCES OF A CONFLICT IN STANDARDS, THE CORRESPONDING MUNICIPALITY STANDARDS GOVERN. ---PAGE BREAK--- DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-GN.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 GENERAL NOTES GN-03 10.11. ALL EARTHWORK SHALL BE PLACED AS OUTLINED WITHIN APWA DIVISION 31. 10.12. ALL ROADWAY MATERIALS SHALL BE COMPACTED AS PER APWA DIVISION 31. 10.13. ASPHALT AND SOIL TESTING - THE CONTRACTOR IS TO PROVIDE MARSHALL AND PROCTOR TEST DATA 24-HOURS PRIOR TO USE. CONTRACTOR IS TO PROVIDE COMPACTION AND DENSITY TESTING AS REQUIRED BY MILLCREEK CITY PUBLIC WORKS OR OTHER GOVERNING ENTITY. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD SPECIFICATIONS, SECTION 33 05 20 - BACKFILLING TRENCHES, OR AS REQUIRED BY THE MILLCREEK CITY PROJECT ENGINEER IF NATIVE MATERIALS ARE USED. NO NATIVE MATERIALS ARE ALLOWED WITHIN THE PIPE ZONE. THE MAXIMUM LIFTS FOR BACKFILLING EXCAVATIONS IS 8-INCHES. ALL MATERIALS AND COMPACTION TESTING IS TO BE PERFORMED BY A LAB RECOGNIZED AND ACCEPTED BY MILLCREEK CITY PUBLIC WORKS. 11. ROADWAY CONSTRUCTION 11.1. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREET PAVING. 11.2. THE CONTRACTOR SHALL PROVIDE ALL SHORING. BRACING, SLOPING OR OTHER PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 4' OR MORE. THE CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH ASSOCIATION STANDARDS. 11.3. ALL MANHOLE RIMS, LAMPHOLES, VALVES AND MONUMENT BOXES, ETC. SHALL BE ADJUSTED TO FINISH GRADE AFTER STREET PAVING, UNLESS OTHERWISE NOTED. COST FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICES FOR SAID FACILITIES. 11.4. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT DURING THE INSTALLATION OF THE WORK COVERED BY THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE FOR PAVEMENT, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK. 11.5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY MEASURE NECESSARY TO COMPLY WITH ANY STATE, COUNTY OR CITY DUST CONTROL ORDINANCE. 12. REMOVALS 12.1. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT OF EXISTING IMPROVEMENTS. THERE WILL BE NO EXTRA COST DUE THE CONTRACTOR FOR REPLACING OR REPAIRING EXISTING IMPROVEMENTS. 12.2. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE, AFTER PROPER BACKFILLING AND/OR CONSTRUCTION, WITH MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY. 13. EROSION CONTROL / GRADING NOTES 13.1. PLACE STRAW BALES AND/OR SEDIMENT FENCES ALONG GRADING LIMITS OF THE SITE IN AREAS AS INDICATED BY THE PLANS. THE CONTRACTOR SHALL PROVIDE THE SEDIMENTATION AND EROSION CONTROL SYSTEMS AS INDICATED HEREON IN ADDITION TO WHATEVER MEASURES MAY BE NECESSARY TO PREVENT SEDIMENTATION FROM BEING TRANSPORTED TO PIPES AND CHANNELS. 13.2. GRADE SITE AS FOLLOWS A. STRIP AND STOCKPILE TOPSOIL WITHIN LIMITS OF DISTURBANCE. B. CONSTRUCT TEMPORARY DIVERSION SWALES WHERE NECESSARY. 14. CONSTRUCTION INSPECTIONS 14.1. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY MILLCREEK. MILLCREEK RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO STANDARDS AND SPECIFICATIONS. 14.2. INSPECTIONS AND ONSITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE BY MILLCREEK OF THE CONTRACTOR'S CONTRACTUAL COMMITMENT. REQUESTS FOR INSPECTION BY MILLCREEK SHALL BE MADE BY THE CONTRACTOR A MINIMUM OF TWENTY-FOUR (24) HOURS IN ADVANCE. 14.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL TESTING AND INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR; ALL RE-TESTING AND/OR RE- INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. 15. CLEARING AND GRUBBING 15.1. CLEAR AND GRUB SITE AS NECESSARY. CONTRACTOR SHALL RETAIN VEGETATION IN AREAS WHERE NO GRADING IS PROPOSED. 15.2. EXISTING VEGETATION SHOULD BE PRESERVED WHEREVER POSSIBLE AND DISTURBED PORTIONS OF THE SITE SHALL BE STABILIZED. STABILIZATION PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, GEOTEXTILES SOD STABILIZATION, VEGETATIVE BUFFER STRIPS, PROTECTION OF TREES, PRESERVATION OF NATURAL VEGETATION AND OTHER APPROPRIATE MEASURES. USE OF IMPERVIOUS SURFACES FOR STABILIZATION SHALL BE AVOIDED. 16. UTILITIES 16.1. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT IN PLACE ALL UTILITIES SHOWN OR NOT SHOWN ON THIS PLAN. 16.2. PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I.E. SEWER, WATER, NATURAL GAS, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING; AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. 16.3. CONTRACTOR SHALL POTHOLE UTILITIES AS NEEDED TO VERIFY THAT PIPE INVERTS WILL WORK AS DESIGNED PRIOR TO ORDERING PRE-CAST MANHOLES, CLEANOUT BOXES OR CATCH BASINS. 17. WATER LINE 17.1. ALL MANHOLES, HYDRANTS, VALVES, CLEAN-OUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TO FINAL GRADE PER PUBLIC UTILITIES STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS AND VALVES PER MILLCREEK CITY STANDARDS. 17.2. ALL MANHOLE, CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOX AND GROUTED OR SEALED AS REQUIRED BY MILLCREEK PUBLIC UTILITIES INSPECTORS. 17.3. CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW OR EXISTING PIPE DURING CONSTRUCTION. 17.4. WATER SYSTEM CONSTRUCTION TO BE INSTALLED PER THE REQUIREMENTS OF MILLCREEK PUBLIC UTILITIES. 17.5. ALL WATERLINES SHALL BE MINIMUM 48" AND MAXIMUM 78" BELOW FINISHED ASPHALT TO TOP OF PIPE. ALL VALVES AND MANHOLE LIDS SHALL BE ADJUSTED TO FINISH GRADE, AND INSPECTED BY MILLCREEK PUBLIC UTILITIES BEFORE POURING CONCRETE COLLARS. NO HAND MIXED CONCRETE. 17.6. CONTRACTOR SHALL PERFORM WATER LINE TESTING AS REQUIRED BY MILLCREEK PUBLIC UTILITIES. 17.7. CONTRACTOR TO INSTALL TRACER WIRE ON ALL "NON-METALLIC" WATER LINE INSTALLATIONS INCLUDING LATERALS. 17.8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL PIPE OF ADEQUATE CLASSIFICATION WITH SUFFICIENT BEDDING TO MEET ALL REQUIREMENTS AND RECOMMENDATIONS OF MILLCREEK PUBLIC UTILITIES , AS WELL AS THE NEEDS/LOADS OF ANY CONSTRUCTION ACTIVITIES PRIOR TO FULL COVERAGE/FULL BUILD OUT CONDITIONS. 17.9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE RUBBER GASKET JOINTS ON ALL PRECAST PIPES. THE COST FOR RUBBER GASKET JOINTS SHALL BE INCLUDED IN THE UNIT PRICES OF PIPE. 17.10. THE CONTRACTOR SHALL NOTIFY SALT LAKE CITY PUBLIC UTILITIES ENGINEERING STAFF OF ANY PROBLEM IMPACTING WATER AND WASTE WATER FACILITIES THAT WOULD POTENTIALLY REQUIRE A VARIANCE FROM THE APPROVED PLANS AND SPECIFICATIONS. ANY VARIANCE FROM THE APPROVED DOCUMENTS SHALL BE AT THE SOLE DISCRETION OF SALT LAKE CITY PUBLIC UTILITIES ENGINEERING STAFF. 17.11. INSPECTIONS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE ANY WATER, SEWER, BACKFLOW AND DRAINAGE INSPECTION 48-HOURS IN ADVANCE TO WHEN NEEDED. 17.12. DAMAGE TO EXISTING UTILITIES - THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY CONDITION INCLUDING SETTLEMENT, TO EXISTING UTILITIES FROM WORK PERFORMED AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAY AND UTILITY FACILITIES. DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACTOR, MUST BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE, TO THE SATISFACTION OF THE OWNER OF SAID FACILITIES. 17.13. UTILITY LOCATIONS - CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND SERVICE LATERALS, AND FOR REPAIRING ALL DAMAGE THAT OCCURS TO THE UTILITIES DUE TO THE CONTRACTOR'S ACTIVITIES. CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, MATERIAL AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING AHEAD OF SCHEDULED CONSTRUCTION IN ORDER TO IDENTIFY POTENTIAL CONFLICTS AND PROBLEMS WITH FUTURE CONSTRUCTION ACTIVITIES. EXISTING UTILITY INFORMATION OBTAINED FROM PLANS MUST BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION. CONTACT BLUE STAKES OR APPROPRIATE OWNER FOR COMMUNICATION LINE LOCATIONS. 17.14. UTILITY RELOCATIONS - FOR UTILITY CONFLICTS REQUIRING MAINLINE RELOCATIONS, THE CONTRACTOR MUST NOTIFY THE APPLICABLE UTILITY COMPANY OR USER A MINIMUM OF 2-WEEKS IN ADVANCE. A ONE-WEEK MINIMUM NOTIFICATION IS REQUIRED FOR CONFLICTS REQUIRING THE RELOCATION OF SERVICE LATERALS. ALL RELOCATIONS ARE SUBJECT TO APPROVAL FROM THE APPLICABLE UTILITY COMPANY AND/OR USER. 17.15. FIELD CHANGES - NO ROADWAY, UTILITY ALIGNMENT OR GRADE CHANGES ARE ALLOWED FROM THE APPROVED CONSTRUCTION PLANS/DOCUMENTS WITHOUT WRITTEN APPROVAL FROM MILLCREEK CITY. CHANGES TO HYDRANT LOCATIONS AND/OR FIRE LINES MUST BE REVIEWED AND APPROVED BY MILLCREEK PUBLIC UTILITIES ENGINEERING STAFF. 17.16. PUBLIC NOTICE FOR WATER MAIN SHUT DOWNS - SALT LAKE CITY PUBLIC UTILITIES MUST BE CONTACTED AND APPROVE ALL WATER MAIN SHUTDOWNS. ONCE APPROVED THE CONTRACTOR MUST NOTIFY ALL EFFECTED USERS BY WRITTEN NOTICE A MINIMUM OF 48-HOURS (RESIDENTIAL) AND 72-HOURS (COMMERCIAL/INDUSTRIAL) PRIOR TO THE WATER MAIN SHUT DOWN. PUBLIC UTILITIES MAY REQUIRE LONGER NOTICE PERIODS. 17.17. WATER AND SEWER SEPARATION - IN ACCORDANCE WITH UTAH'S DEPARTMENT OF HEALTH REGULATIONS, A MINIMUM TEN-FOOT HORIZONTAL AND 1.5-FOOT VERTICAL (WITH WATER ON TOP) SEPARATION IS REQUIRED. IF THESE CONDITIONS CANNOT BE MET, STATE AND SALT LAKE COUNTY PUBLIC UTILITIES APPROVAL IS REQUIRED. ADDITIONAL CONSTRUCTION MEASURES WILL BE REQUIRED FOR THESE CONDITIONS. 17.18. UNIFIED FIRE AUTHORITY MUST APPROVE ALL FIRE AND WATER SERVICE CONNECTIONS. A MINIMUM 3-FOOT SEPARATION IS REQUIRED BETWEEN ALL WATER AND FIRE SERVICE TAPS INTO THE MAIN. ALL CONNECTIONS MUST BE MADE MEETING SALT LAKE CITY PUBLIC UTILITIES REQUIREMENTS. A 5-FOOT MINIMUM BURY DEPTH (FINAL GRADE TO TOP OF PIPE) IS REQUIRED ON ALL WATER/FIRE LINES UNLESS OTHERWISE APPROVED BY PUBLIC UTILITIES. WATER LINE THRUST BLOCK AND RESTRAINTS ARE AS PER MILLCREEK PUBLIC UTILITIES APPROVED DETAIL DRAWINGS AND SPECIFICATIONS. ALL EXPOSED NUTS AND BOLTS WILL BE COATED WITH CHEVRON FM1 GREASE PLUS MINIMUM 8 MIL THICKNESS PLASTIC. PROVIDE STAINLESS STEEL NUTS, BOLTS AND WASHERS FOR HIGH GROUNDWATER/ SATURATED CONDITIONS AT FLANGE FITTINGS, ETC. 17.19. ALL WATERLINES INSTALLATIONS AND TESTING TO BE PER UTILITIES' STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH AWWA SECTIONS C600, C601, C651, C206, C200, C900, C303 AWWA MANUAL M11 AND ALL OTHER APPLICABLE AWWA, ASTM AND ANSI SPECIFICATIONS RELEVANT TO THE INSTALLATION AND COMPLETION OF THE PROJECT. AMENDMENT TO SECTION C600 SECTION 4.1.1; DOCUMENT TO READ MINIMUM TEST PRESSURE SHALL NOT BE LESS THAN 200 P.S.I. GAUGED TO A HIGH POINT OF THE PIPELINE BEING TESTED. ALL MATERIALS USED FOR WATERWORKS PROJECTS TO BE RATED FOR 150 P.S.I. MINIMUM OPERATING PRESSURE. IN AN INSTANCE OF A CONFLICT IN STANDARDS AND SPECIFICATIONS, THE APPLICABLE UTILITIES AGENCY STANDARDS GOVERN. ---PAGE BREAK--- DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-GN.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 GENERAL NOTES GN-04 17.20. CONTRACTOR IS TO INSTALL WATER SERVICE LINES, METER YOKES AND/OR ASSEMBLIES AND METER BOXES WITH LIDS LOCATED AS APPROVED ON THE PLANS PER APPLICABLE PUBLIC UTILITIES DETAIL DRAWINGS. METER BOXES ARE TO BE PLACED IN THE PARK STRIPS OR BEHIND ADJACENT SIDEWALK PERPENDICULAR TO THE WATERMAIN SERVICE TAP CONNECTION. ALL WATER METERS, CATCH BASINS, CLEANOUT BOXES, MANHOLES, DOUBLE CHECK VALVE DETECTOR ASSEMBLIES, REDUCED PRESSURE DETECTOR ASSEMBLIES AND BACKFLOW PREVENTION DEVICES MUST BE LOCATED OUTSIDE OF ALL APPROACHES, DRIVEWAYS, PEDESTRIAN WALKWAYS AND OTHER TRAVELED WAYS UNLESS OTHERWISE APPROVED ON PLANS. 17.21. THE INFORMATION SHOWN ON THE PLANS WITH REGARD TO THE EXISTING UTILITIES AND/OR IMPROVEMENTS WAS DERIVED FROM FIELD INVESTIGATIONS AND/OR RECORD INFORMATION. THE ENGINEER DOES NOT GUARANTEE THESE LOCATIONS TO BE EITHER TRUE OR EXACT. UTILITIES IN THE AREA OF CONSTRUCTION ARE APPROXIMATE ONLY. THEY HAVE BEEN LOCATED FROM FIELD INVESTIGATION AND THE BEST AVAILABLE UTILITY RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION AND REPAIR OF ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. 18. STORM DRAIN 18.1. PIPE ELEVATIONS SHOWN ON STORM DRAIN PROFILES ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 18.2. INLET GRATES IN SUMPS SHALL BE CONSTRUCTED LEVEL AT ELEVATION GIVEN IN STRUCTURE SCHEDULE. INLETS ON GRADE SHALL BE ADJUSTED SO THAT SLOPE OF GRATE MATCHES FINISHED FLOW LINE OF CURB. TOP ELEVATION SHALL APPLY TO CENTERLINE OF GRATE AT FLOW LINE OF CURB. CROSS SLOPE OF THE GRATE SHALL MATCH THE ROAD CROSS SLOPE. 18.3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES FOR ANY PROJECT DISTURBING OVER ONE ACRE FROM THE UTAH DEPARTMENT OF PUBLIC HEALTH. 19. SIGNING AND STRIPING NOTES 19.1. STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH APWA STANDARD SPECIFICATIONS AND MUTCD. 19.2. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED DURING HIS OPERATION. RENEWAL OF PAVEMENT STRIPING AND MARKING SHALL BE DONE IN CONFORMANCE WITH APWA STANDARD SPECIFICATIONS. 19.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL STRIPING AND/OR PAVEMENT MARKINGS NECESSARY TO TIE EXISTING STRIPING INTO PROPOSED STRIPING. METHOD OF REMOVAL SHALL BE BY WATERBLASTING, UNLESS OTHERWISE APPROVED BY ENGINEER. 19.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING SIGNS, STRUCTURES, FENCES, ETC., ENCOUNTERED ON THE JOB AND RESTORING THEM TO THEIR ORIGINAL CONDITION IF NECESSARY TO PERFORM ROAD WORK AND IMPROVEMENTS IDENTIFIED IN THE PLANS. 20. RIGHT OF WAY NOTES 20.1. THE CONTRACTOR SHALL PROVIDE INGRESS AND EGRESS TO PRIVATE PROPERTY ADJACENT TO THE PROJECT THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL OBTAIN A WRITTEN AGREEMENT FROM THE PROPERTY OWNERS IMPACTED BY THIS ACCESS. UPON REQUEST, THE CONTRACTOR SHALL PROVIDE A COPY OF THESE WRITTEN AGREEMENTS TO MILLCREEK CITY. 20.2. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR ANY WORK DONE WITHIN RIGHTS-OF-WAY OR EASEMENTS FROM MILLCREEK CITY 24 HOURS IN ADVANCE OF COMMENCING THE WORK, OR AS REQUIRED BY SAID PERMITS. 20.3. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE. 21. PERMITS FEES AND AGREEMENTS 21.1. CONTRACTOR MUST OBTAIN ALL THE NECESSARY PERMITS AND AGREEMENTS AND PAY ALL APPLICABLE FEES PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT MILLCREEK CITY PUBLIC WORKS ([PHONE REDACTED]) FOR PERMITS AND INSPECTIONS REQUIRED FOR ANY WORK CONDUCTED WITHIN MILLCREEK CITY'S PUBLIC RIGHT-OF-WAY. APPLICABLE UTILITY PERMITS MAY INCLUDE MAINLINE EXTENSION AGREEMENTS AND SERVICE CONNECTION PERMITS. ALL UTILITY WORK MUST BE BONDED. ALL CONTRACTORS MUST BE LICENSED TO WORK ON CITY UTILITY MAINS. 21.2. CONSTRUCTION SITES MUST BE IN COMPLIANCE WITH THE UTAH POLLUTION DISCHARGE ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES ([PHONE REDACTED]). A COPY OF THE PERMIT'S STORM WATER POLLUTION PREVENTION PLAN MUST BE SUBMITTED TO PUBLIC UTILITIES FOR REVIEW AND APPROVAL. ADDITIONAL WATER QUALITY AND EROSION CONTROL MEASURES MAY BE REQUIRED. ---PAGE BREAK--- x x DRAWN BY: D. NETZLEY/J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Survey\UT 21-050 ExTopo.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET BRIAN RONDAL JONES No. 8307722 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 06-22-2022 Louise Ave Valley Street 2900 East 3300 South Point 1 Street Monument SLCO Tie No.16261001 Point 2 Street Monument SLCO Tie No.16262006 Point 3 Street Monument SLCO Tie No.16264002 Point 5 Scribe in Concrete Point 4 Scribe in Concrete Feet 0 160 320 SURVEY CONTROL NOTES: 1.THE "PROJECT COORDINATES" AND BEARINGS AND DISTANCES DERIVED THEREFROM ARE EXPRESSED IN A LOCAL GROUND SYSTEM DEFINED AS FOLLOWS: HORIZONTAL DATUM = NORTH AMERICAN DATUM OF 1983 (N.A.D. 83) (2011) Epoch 2010. VERTICAL DATUM = NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88) COORDINATE SYSTEM = US STATE PLANE 1983, UTAH CENTRAL ZONE (4302) PROJECTED AT GROUND GEOID MODEL = GEOID 12B UNITS = US SURVEY FOOT FALSE NORTHING = 7000000 FALSE EASTING = 1000000 COMBINED SCALE FACTOR = 1.[PHONE REDACTED] POINTS WERE SCALED FROM COORDINATE 0,0 IN THE NAD 83 US STATE PLANE UTAH CENTRAL ZONE COORDINATE SYSTEM USING THE COMBINED SCALE FACTOR LISTED ABOVE. THE COMBINED SCALE FACTOR WAS DERIVED FROM A MEAN SCALE FACTOR DERIVED FROM TIE SHEETS OF THE PRIMARY CONTROL POINTS. TO CONVER TO STATE PLANE COORDINATES USE THE FOLLOWING: STATE PLANE NORTHING = (PROJECT NORTHING + 7000000)/1.[PHONE REDACTED] STATE PLANE EASTING = (PROJECT EASTING + 1000000)/1.[PHONE REDACTED] 2.THE CONTROL SURVEY WAS PERFORMED IN JULY 2021. ALL SURVEY CONTROL COORDINATES WERE ESTABLISHED USING THE UTAH REFERENCE NETWORK GLOBAL POSITIONING SYSTEM (TURN GPS). 3.CONTROL POINT MARKS ARE SUBJECT TO THE EFFECTS OF SURFACE ACTIVITY AND SEASONAL MOVEMENT. MARKS MAY ALSO BE DISTURBED, DAMAGED, OR REMOVED AFTER THE COMPLETION OF THIS SURVEY. CONTROL POINT POSITIONS SHOULD BE FIELD VERIFIED PRIOR TO SUBSEQUENT SURVEY ACTIVITIES. 4.LATITUDES AND LONGITUDES LISTED IN TABLE ARE INTENDED TO AID IN FINDING THE CONTROL POINTS AND NOT TO BE USED FOR CALIBRATION. 5/3/2022 Basis of Bearing S89°47'12"E 2642.44' S00°09'50"W 2847.07' SC-01 SURVEY CONTROL ---PAGE BREAK--- FILL FILL FILL CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT 50+00 51+00 52+00 53+00 54+00 55+00 55+60 N0° 02' 32.11"W 559.76' START CANYON RIM CONTROL LINE STA 50+00.01 N 426792.876 E 555083.995 END CANYON RIM CONTROL LINE STA 55+59.76 N 427352.632 E 555083.582 DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-HC.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 HORIZONTAL CONTROL 1" = 20' HC-01 END WORK 55+59.76 CANYON RIM CONTROL LINE E 555083.58 N 427352.63 BEGIN WORK 51+43.93 CANYON RIM CONTROL LINE E 555083.89 N 426936.81 ---PAGE BREAK--- A PICKLEBALL COURT FENCING LAYOUT DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\Sheets\21050-SITE DETAILS.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 DETAILS 44' TYP. 7' TYP. 7' TYP. NOTES 1. NET HEIGHT = 36" (AT SIDELINES), 34" AT THE CENTER NON-VOLLEY ZONE (KITCHEN) NON-VOLLEY ZONE (KITCHEN) RIGHT SERVICE AREA LEFT SERVICE AREA RIGHT SERVICE AREA LEFT SERVICE AREA SIDELINE NON-VOLLEY LINE BASELINE CENTERLINE 34" (CENTER) 36" FRONT ELEVATION TOP ELEVATION NET SEE DETAIL D THIS SHEET 142' NTS B PICKLEBALL COURT DIMENSIONS C PICKLEBALL COURT COLOR PLACEMENT D PICKLEBALL NETS AND POSTS NTS NTS NTS PICKLEBALL COURT NOTES: 1. CONTRACTOR SHALL PROVIDE POST-TENSION SLAB SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION 2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR PICKLEBALL COURT LAYOUT, STRIPING & PROPOSED SPORT COURT SURFACING ALONG WITH COLOR SAMPLES FOR REVIEW PRIOR TO CONSTRUCTION. 3. SPORTS COURT SURFACING INSTALLER SHALL HAVE A MINIMUM OF FIVE YEARS OF EXPERIENCE INSTALLING SIMILAR SPORT COURT SURFACING. PROVIDE A MINIMUM OF THREE SIMILAR PROJECTS, COMPLETED WITHIN THE PAST FIVE YEARS, WITH PHOTOS, ADDRESSES & INSTALLATION DATES FOR REVIEW PRIOR TO CONSTRUCTION. 4. HIGH BLACK NOISE ATTENUATION/ SOUND REDUCTION SCREENING IS TO BE ABLE TO REDUCE NOISE LEVELS BELOW THE 55DBA MILLCREEK NOISE REGULATION. CONTRACTOR TO PROVIDE SUBMITTAL OF SCREENING PRIOR TO INSULATION. COURT TO BE TPS 5000 ACRYLIC SURFACING; COLOR:GREEN COURT TO BE TPS 5000 ACRYLIC SURFACING; COLOR: BLUE COURT STRIPING TO BE TPS 5000 ACRYLIC SURFACING; COLOR: WHITE 10' TALL FENCE WITH HIGH BLACK NOISE ATTENUATION/ SOUND REDUCTION SCREENING (SEE NOTE 4) 4' TALL FENCE 4' TALL FENCE 4' TALL FENCE 12' TYP. 61'-6" TYP. 65' TYP. 20' TYP. 5' TYP. 5' TYP. 15' TYP. 10' TYP. 15' TYP. 10' TYP. 20' (COURT WIDTH) 2' 22' (OVERALL WIDTH) 10' TYP. 10' TYP. 29'-6" TYP. 122'-6" 4' TALL FENCE 10' TALL FENCE 10' TALL FENCE WITH HIGH BLACK NOISE ATTENUATION/ SOUND REDUCTION SCREENING (SEE NOTE 4) 4' TALL FENCE 4' TALL FENCE 10' TALL FENCE 4' TALL FENCE 4' TALL FENCE 10' TALL FENCE 10' TALL FENCE 4' TALL FENCE 4' TALL FENCE 4' TALL FENCE 4' TALL FENCE 10' TALL FENCE 29'-6" TYP. DT-01 44' TYP. 7' 7' NON-VOLLEY ZONE (KITCHEN) NON-VOLLEY ZONE (KITCHEN) RIGHT SERVICE AREA LEFT SERVICE AREA RIGHT SERVICE AREA LEFT SERVICE AREA SIDELINE BASELINE E CHAMPION PICKLEBALL COURT DIMENSIONS AND FENCING LAYOUT NTS 69'-6" 65' 20' TYP. 7' TYP. 7' TYP. 15' 10' TYP. 15' 10' TYP. 10' 10' 29'-6" TYP. 29'-6" TYP. 10' TALL FENCE 6' TALL FENCE 6' TALL FENCE 6' TALL FENCE 6' TALL FENCE 10' TALL FENCE 4' TALL FENCE 4' TALL FENCE PICKLEBALL COURT DIMENSIONS, SEE DETAIL B ON THIS SHEET SECTION VIEW 3" MIN SAFE-TOP FENCE GUARD, OR EQUIVALENT ROUNDED FENCE POLE CAP 9 GAUGE 1 3/4" SQUARE WIRE MESH 1 5/8" DIAMETER VINYL COATED, GALVANIZED STEEL FENCE BOTTOM AND TOP RAIL (TYP.) CONCRETE CURB. SEE CIVIL PLANS 12" #3 REBAR STAKE TIED TO LINEAR REBAR IN CONCRETE CURB 8' TALL 2 3/8" DIAMETER GALVANIZED AND BLACK VINYL COATED STEEL POST 12" DIAMETER SONOTUBE CONCRETE FOOTING CAST IN PLACE IN SONOTUBE(12"Ø X 24" DEEP) FOR INTERIOR FENCE POST 6" DEPTH OF 1" FRACTURED STONE 4' F 6' VINYL COATED CHAINLINK FENCE DETAIL (PICKLEBALL SIDE COURT) NOT TO SCALE 6' 3' SIDE ELEVATION 5' TYP. 5' TYP. ---PAGE BREAK--- DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\Sheets\21050-SITE DETAILS.dwg Sep 26, 2023 - 1:34pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 DETAILS RAIL TIE PIPE POST TIE A 10' VINYL COATED CHAINLINK FENCE AND GATE DETAIL (PICKLEBALL) 1" = 2' CORNER, GATE, TERMINAL, OR PULL POST B TYPICAL CHAINLINK TIE DETAILS NOT TO SCALE SECTION VIEW 3" MIN SAFE-TOP FENCE GUARD, OR EQUIVALENT ROUNDED FENCE POLE CAP 9 GAUGE 1 3/4" SQUARE WIRE MESH 1 5/8" DIAMETER VINYL COATED, GALVANIZED STEEL FENCE BOTTOM AND TOP RAIL (TYP.) CONCRETE CURB. SEE CIVIL PLANS 12" #3 REBAR STAKE TIED TO LINEAR REBAR IN CONCRETE CURB 8' TALL 2 3/8" DIAMETER GALVANIZED AND BLACK VINYL COATED STEEL POST 12" DIAMETER SONOTUBE CONCRETE FOOTING CAST IN PLACE IN SONOTUBE(12"Ø X 24" DEEP) FOR INTERIOR FENCE POST 6" DEPTH OF 1" FRACTURED STONE 4' C 4' VINYL COATED CHAINLINK FENCE DETAIL (PICKLEBALL SIDE COURT) NOT TO SCALE POST TENSION CONCRETE SLAB FOR PICKLEBALL COURTS, SEE CIVIL PLANS NOTES: 1. SCORE CONCRETE CURB EVERY 8' ON EACH SIDE OF FENCE POST. 3" MIN 6" DEPTH OF 1" FRACTURED STONE CONCRETE FOOTING CAST IN PLACE (12" Ø X 48" DEEP) FOR INTERIOR FENCE POSTS 12" DIAMETER SONOTUBE 4" ROUNDED FENCE POST CAP (TYP.) 9 GAUGE 1-3/4" SQUARE WIRE MESH, VINYL COATED 4" DIAMETER VINYL COATED GALVANIZED STEEL FENCE POLE FOR PIPE SIZING SEE DETAIL ABOVE 12" #3 REBAR STAKE TIED TO LINEAR REBAR IN CONCRETE CURB SECTION VIEW 24" 10'-0" FENCE NOTES: 1. ALL FENCING POSTS AND HARDWARE SHALL BE POWDER COATED IN CONFORMANCE WITH AAMA 2605 STANDARDS FOR EXTERIOR APPLICATIONS. ALL FABRICATED PARTS SHALL BE CLEANED AND PRE-TREATED FOR MAXIMUM IMPINGEMENT. COLOR SHALL MATCH FENCE FABRIC COLOR SELECTED BY OWNER. 2. ALL FENCE FABRIC SHALL BE POLYVINYL CHLORIDE COATED MATERIALS CONFORMING TO FEDERAL SPECIFICATIONS ASTM F668, CLASS 2B, COLOR TO BE SELECTED BY OWNER UPON SUBMITTAL. 3. ALL CHAINLINK FENCING FABRIC SHALL BE 1 3/4" MESH, 9 GAUGE FABRIC. 4. UNLESS OTHERWISE NOTED ON THIS DETAIL, MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE WRITTEN SPECIFICATIONS. 5. THE TOP RAILS, BRACE RAILS, AND BOTTOM RAILS, SHALL BE 1 5/8" PIPE TUBULAR RAIL. 6. KNUCKLE SELVAGE, TOP AND BOTTOM, SHALL BE USED 7. OPTIONS EXERCISED SHALL BE UNIFORM THROUGHOUT THE PROJECT. 8. CONCRETE FOR POST BASES SHALL BE CLASS 3000. 9. FENCE FABRIC SHALL BE PLACED ON THE INSIDE, OR COURT SIDE, OF THE POSTS, WHERE APPLICABLE. 10. ON PICKLEBALL COURT FENCING UNLESS OTHERWISE DIRECTED BY OWNER. CHAIN LINK FABRIC SHALL BE ENTIRELY COVERED WITH WILSON AIR MASTER 275W BY CENTURY SPORTS (OR APPROVED EQUAL). COLOR SHALL BE CHOSEN BY OWNER. 11. ALL POST SIZES ARE DENOTED AS OUTSIDE DIAMETER AND SCHEDULE 40 12. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION AND SHALL INCLUDE ALL HARDWARE, HANGLES & LOCKING MECHANISMS. CORNER, GATE, TERMINAL, OR PULL POST WITH 4" POST CAP LOOP CAP ON LINE POSTS LOOP CAP ON LINE POSTS CORNER, GATE, TERMINAL, OR PULL POST WITH 4" POST CAP 1 5/8" TOP RAIL SLEEVE CONNECTOR BRACE BAND DOME CAP 2 7/8" ASTM F1043 LINE POST 4" ASTM F1043 LINE POST 2 7/8" ASTM F1043 LINE POST GATE TENSION BAND GATE TENSION BAR RAIL END COMBINATION TENSIONING DEVICE 3/8" TRUSS ROD GATE HINGE 1 1/2" GATE FRAME MEMBERS GATE HINGE TENSION BAND 3/8" TRUSS ROD AND TENSIONING DEVICE 1 3/4" 9 GAUGE FENCE FABRIC, TYP. 1 5/8" BRACE RAIL 2 7/8" ASTM F1043 LINE POST 4" ASTM F1043 LINE POST 4" ASTM F1043 LINE POST 2 7/8" ASTM F1043 LINE POST 4" ASTM F1043 LINE POST 4" ASTM F1043 LINE POST 1 5/8" BOTTOM RAIL LOOP CAP ON LINE POSTS LOOP CAP ON LINE POSTS 1 1/2" GATE FRAME MEMBERS 1 5/8" BRACE BAND LINE POST RAIL END 1/8" X 3/4" TENSION BANDS @ 12" O.C. 1/4" X 3/4" TENSION BAR 1 5/8" BRACE BAND LINE POST 1 3/4" 9 GAUGE FENCE FABRIC, TYP. 1 5/8" BRACE RAIL 1 5/8" BOTTOM RAIL 1 5/8" TOP RAIL SLEEVE CONNECTOR 250'-0" MAXIMUM (TYPICAL MULTIPLE BAY SEGMENT) TYPICAL INTERIOR BAY MAX) TYPICAL END BAY MAX.) 10'-0" 8'-0" 4' TYP. 6" MIN. TYP. 1' TYP. 4' MAN GATE 5'-0" 5'-0" 250'-0" MAXIMUM (TYPICAL MULTIPLE BAY SEGMENT) TYPICAL INTERIOR BAY MAX) TYPICAL END BAY MAX.) 1" OVER CONCRETE OR MOW STRIP 6" DEPTH OF 1" FRACTURED STONE (TYP.) PLAN VIEW CORNER, GATE, TERMINAL, OR PULL POST WITH 4" POST CAP 1 5/8" BRACE RAIL 3/8" TRUSS ROD AND TENSIONING DEVICE DT-02 ---PAGE BREAK--- 6.0' -6.3% -2.0% -2.0% -2.0% -2.0% -4.8% SW 53+80.52, RT 111.12 ELEV: 4791.50 SW 53+92.72, RT 99.28 ELEV: 4791.63 ASPHALT 53+77.82, RT 92.57 ELEV: 4791.27 TBC 53+80.86, RT 102.86 ELEV: 4791.09 LIP 53+78.99, RT 101.18 ELEV: 4791.09 SW 53+88.63, RT 103.68 ELEV: 4791.25 TBC 53+84.45, RT 99.38 ELEV: 4791.13 LIP 53+82.83, RT 97.45 ELEV: 4791.13 SW 53+85.04, RT 107.16 ELEV: 4791.21 ASPHALT 53+74.25, RT 96.03 ELEV: 4791.23 TBC 53+88.52, RT 94.96 ELEV: 4791.51 TBC 53+76.33, RT 106.80 ELEV: 4791.37 LIP 53+74.58, RT 105.00 ELEV: 4791.04 LIP 53+86.78, RT 93.16 ELEV: 4791.18 -2.0% -2.0% 5.0 5.0 HANDRAIL PER DT-04 -2.0% -2.0% 6" 12" 6" 1" 6" 1/2" VARIES 30" 6" BASE COURSE 5'-0" DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-DT.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 DETAILS DT-03 CONSTRUCTION NOTES: 1. CONCRETE CURB AND GUTTER NO 1 PER MILLCREEK STD DWG 140 2. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE IN ACCORDANCE WITH THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS SECT 4.30.5 3. 6-INCH CURB WALL FACE 4. CONCRETE SIDEWALK PER MILLCREEK STD DWG 145 5. YELLOW DETECTABLE WARNING SURFACE 6. PAVEMENT MARKINGS - 4IN SOLID WHITE 7. CONCRETE STAIRS TO BE FIELD FIT BASED OFF OF GEOMETRY AND GRADING PLANS, SEE DT-03 2 1 3 4 5 6 6 7 4 1 NOTES: 1. FOLLOW APWA PLAN 205.2 NOTES CONCRETE REVERSE CURB, SEE DETAIL B ON THIS SHEET CONCRETE CURB AND GUTTER NO. 1 PER MILLCREEK STD DWG 140 5'-0" ---PAGE BREAK--- TOP OF RAIL ROUND TUBULAR STEEL 2" DIA. RAIL (TYP) R = 1' MIN (TYP) SEE CONSTRUCTION NOTES 1-5 5'-0" PCC 52+77.98, RT 91.38 ELEV: 4791.04 -1.0% -0.6% -1.0% -1.0% -1.1% 4.0 13.3 11.6 TBC 52+92.70, RT 83.50 ELEV: 4791.063 TBC 52+87.81, RT 95.82 ELEV: 4791.09 TBC 52+83.18, RT 93.95 ELEV: 4791.104 LIP 52+88.89, RT 81.00 ELEV: 4790.713 TBC 52+87.47, RT 83.12 ELEV: 4791.047 LIP 52+82.71, RT 96.47 ELEV: 4790.630 DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-DT.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 DETAILS DT-04 CONSTRUCTION NOTES: 1. STEEL TOP RAIL, BOTTOM RAIL, POSTS, AND HANDRAIL TO BE ADJUSTED TO MATCH STAIRS' DESIGN SHOWN IN DT-03. 2. STEEL HANDRAIL DETAIL IS FOR DESIGN INTENT ONLY. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 3. POSTS AND RAILS SHALL BE HIGH STRENGTH HEAVY INDUSTRIAL STEEL PIPE CONFIRMING TO ASTM F1043 GROUP IA-2 (2.72 LB/FT, MINIMUM YIELD STRENGTH = 50 KSI) OR MATERIAL GROUP IC GALVANIZED AFTER FORMING (2.28 LB/FT, MINIMUM YIELD STRENGTH = 50 KSI). 4. PAINT ALL STEEL WITH BLACK POWDER COAT. SHOP PRIME ALL STEEL WITH RUST INHIBITING PRIMER (FIELD REPAIR AS NEEDED). PAINTING IS TO BE DONE IN ACCORDANCE WITH APWA SPEC SECTION 09 91 00. 5. ANTI-SKATING HANDRAIL NUBS TO BE INSTALLED EVERY 4 FEET OF RAIL. 6. SEE DETAIL A THIS SHEET FOR HANDRAIL DETAILS. 7. STAIRS DESIGN IS DESIGNED BASED ON ACCURACY OF THE SURVEY. CONTRACTOR TO FIELD FIT STAIRS. 8. CONSTRUCT PER APWA PLAN 205.2 SPECIFICATIONS. 6 7 CONCRETE CURB TYPE P PER APWA STD DWG 209 CONCRETE CURB AND GUTTER NO. 1 PER MILLCREEK STD DWG 140 5'-0" ---PAGE BREAK--- PAVEMENT 6" 8" PARKWAY OR SIDEWALK 4000 PSI CONCRETE MOWSTRIP DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-DT.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 DETAILS DT-05 ---PAGE BREAK--- DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-DT.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 DETAILS DT-06 ---PAGE BREAK--- PAVECUT PAVECUT PAVECUT PAVECUT PAVECUT PAVECUT PAVECUT FILL FILL FILL FILL FILL CUT CUT CUT CUT CUT CUT CUT FILL CUT CUT FILL CUT CUT CUT CUT CUT CUT CUT CUT CUT JBI JBI x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x sd 24'' 5.0' 10.0' 5.0' 9.0' 24.0' 9.0' 18.0' 12.7' 5.0' 14.0' 7.0' X X DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-SP.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 SITE PLAN 1" = 20' SP-01 PROPERTY LINE 4 CONSTRUCTION NOTES: 1 CONCRETE CURB AND GUTTER NO. 1 PER MILLCREEK STD DWG 140 2 CONCRETE SIDEWALK NO. 1 PER MILLCREEK STD DWG 145 3 PEDESTRIAN ACCESS RAMP, SEE DT-03 4 ADA PAVEMENT MARKING 5 PAVEMENT MARKINGS - 4IN SOLID WHITE 6 CONCRETE STAIRS AND STEEL HANDRAIL, SEE DT-03 7 ASPHALT PAVEMENT - 3IN THICK UNTREATED BASE COURSE - 6IN THICK 8 PAVEMENT MESSAGE - THRU ARROW 9 SIDEWALK SCUPPER, SEE DT-05 AND DT-06 10 CHAMPION PICKLEBALL COURT DETAIL E, SEE DT-01 11 HIGH BLACK NOISE ATTENUATION/SOUND REDUCTION SCREENING, SEE DT-01 NOTE 4 12 4' WATERWAY, SEE DT-04 13 CURB AND GUTTER TRANSITION, SEE DT-04 14 CONCRETE CURB TYPE P PER APWA STD DWG 209 15 4' TALL FENCE SEE DT-02 16 6' TALL FENCE SEE DT-02 17 10' TALL FENCE SEE DT-02 18 CONCRETE REVERSE CURB, SEE DT-03 19 CURB AND GUTTER TRANSITION, SEE DT-03 20 PICKLEBALL COURT DETAIL B, SEE DT-01 21 RIP RAP 1' THICK CLASS I, D50=6" 3 5 5 2 6 2 9 8 1 8 2 5 5 10 20 14 14 2 7 8 8 11 11 20 18 2 6 7 (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) 12 14 14 13 13 2 1 (TYP) (TYP) (TYP) 17 18 17 17 17 17 17 16 16 16 16 15 15 15 15 15 15 15 15 15 15 15 15 15 15 18 1 19 14 14 14 14 14 17 17 19 LEGEND: CONCRETE REVERSE CURB CONCRETE CURB AND GUTTER TRANSITION X 21 ---PAGE BREAK--- JBI JBI x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x sd 24'' FILL FILL FILL FILL FILL CUT CUT CUT CUT CUT CUT CUT FILL CUT FILL CUT CUT CUT CUT CUT CUT CUT CUT CUT DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-DM.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 DEMOLITION PLAN 1" = 20' DM-01 REMOVE CONCRETE PROPERTY LINE (TYP) GENERAL NOTES: 1. ALL TREES ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 2. PROTECT IN PLACE ALL UTILITIES UNLESS CALLED OUT FOR REMOVAL OR RELOCATION. CONSTRUCTION NOTES: 1 REMOVE CONCRETE COURT 2 REMOVE TREE 3 REMOVE TENNIS NET 4 REMOVE FENCE 5 REMOVE STAIRS AND STEEL RAILINGS 6 REMOVE CONCRETE SIDEWALK 7 REMOVE CONCRETE PAD. SALVAGE PICNIC TABLE TO CITY 8 REMOVE CONCRETE CURB 9 PROTECT IN PLACE POWER POLE, GUY WIRE, AND BOLLARDS. REMOVE ASPHALT CLEARING AND GRUBBING AND PROTECT TREES UNLESS OTHERWISE NOTED 7 2 8 5 6 3 1 4 6 6 PROTECT IN PLACE EXISTING STORM DRAIN INLET 9 PROTECT IN PLACE EXISTING FENCE PROTECT IN PLACE EXISTING FENCE 2 2 2 2 2 2 PROTECT IN PLACE EXISTING IRRIGATION PROTECT IN PLACE EXISTING ELECTRICAL BOX PROTECT IN PLACE EXISTING CURB PROTECT IN PLACE EXISTING CURB 4 ---PAGE BREAK--- CUT CUT CUT CUT CUT CUT CUT CUT CUT FILL CUT CUT CUT FILL CUT CUT CUT CUT CUT CUT CUT CUT JBI JBI x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x sd 6.0 5.0 5.0 10.0 8.0 53+00 54+00 55+00 55+60 PCC 53+68.76, RT 72.57 PT 53+64.81, RT 64.50 PC 53+70.10, RT 122.11 PRC 53+61.82, RT 123.53 PRC 53+91.62, RT 157.37 PT 53+49.43, RT 168.93 PT 53+49.45, RT 163.93 PC 53+45.73, RT 149.93 PT 53+90.57, RT 162.94 PC 54+06.20, RT 165.60 PC 54+14.57, RT 167.36 PT 54+54.36, RT 181.07 PI 55+19.37, RT 163.85 PI 55+27.37, RT 163.88 PC 55+16.36, RT 181.12 PT 55+19.36, RT 178.12 PC 54+61.25, RT 270.59 PRC 54+58.94, RT 275.51 PC 54+39.18, RT 255.45 PT 54+33.57, RT 249.82 PC 54+18.95, RT 214.38 PC 53+43.24, RT 145.60 PT 53+67.93, RT 49.50 PC 53+64.93, RT 46.50 PT 53+83.83, RT 5.50 PC 53+80.83, RT 2.50 PT 54+09.62, RT 168.12 PCC 54+17.10, RT 163.94 PT 54+19.33, RT 10.50 PC 54+04.83, RT 10.47 PT 53+63.83, RT 2.50 PC 53+60.83, RT 5.50 PC 53+71.17, RT 49.50 PCC 53+83.04, RT 39.28 PRC 54+00.09, RT 68.55 PC 54+44.35, RT 191.07 PI 53+52.20, RT 83.50 PI 53+64.93, RT 30.50 PI 53+60.83, RT 25.50 PI 54+19.33, RT 26.25 PT 54+05.13, RT 81.94 PT 54+04.83, RT 28.66 PT 53+83.83, RT 28.66 PC 54+16.33, RT 7.50 PT 54+07.83, RT 7.50 PCC 54+00.16, RT 78.54 PT 54+30.03, RT 253.36 PI 54+79.47, RT 158.67 PI 54+85.47, RT 158.68 MATCH EXISTING 55+54.86, RT 159.00 MATCH EXISTING 55+54.84, RT 164.00 END WALL/SW PI 55+19.35, RT 191.12 PI WALL/SW 54+54.30, RT 260.58 PC 54+12.86, RT 189.28 PC 54+17.83, RT 188.71 PT 54+13.96, RT 158.41 PC 53+79.48, RT 138.38 PC 53+75.14, RT 140.88 PC 53+69.13, RT 136.45 PT 54+13.98, RT 204.05 PT 54+64.61, RT 317.07 PC 54+52.46, RT 275.83 END WALL/PI SW 54+54.35, RT 191.07 PT 54+69.50, RT 318.12 PI WALL/SW 55+19.30, RT 260.63 PT 54+18.98, RT 204.06 10.0 PI WALL/COURT 55+18.80, RT 260.13 PI WALL/COURT 54+54.80, RT 260.08 END WALL/PI COURT 54+54.85, RT 191.57 END WALL/PI COURT 55+18.85, RT 191.62 PI WALL 54+11.48, RT 154.51 PI WALL 54+11.57, RT 32.01 PI WALL 55+53.56, RT 32.13 PI COURT 54+12.07, RT 32.51 PI WALL/COURT 54+11.98, RT 154.01 PI COURT 55+53.06, RT 32.63 END WALL/PI COURT 55+52.97, RT 154.13 END WALL/BEGIN CURB 55+53.47, RT 154.63 PT 53+65.81, RT 124.69 PC 53+66.63, RT 132.12 PRC 53+71.05, RT 118.11 PT 53+73.22, RT 137.55 PRC 53+99.32, RT 60.11 PC 53+52.20, RT 67.50 PT 53+55.20, RT 64.50 PT 53+67.73, RT 128.02 PT 53+86.82, RT 163.51 PC 53+79.45, RT 164.05 PC 53+79.43, RT 169.05 PT 53+87.58, RT 168.45 PC 54+13.95, RT 214.37 PT 54+44.30, RT 253.33 PI/MATCH EXISTING 54+62.02, RT 329.14 PI/MATCH EXISTING 54+66.91, RT 330.19 PC 55+17.29, RT 270.63 PT 55+27.30, RT 260.64 PT 54+22.50, RT 163.45 PI 54+79.49, RT 133.67 PI 54+85.49, RT 133.68 R10.0 R47.5 R100.0 R55.0 R45.0 R10.0 R40.0 R12.5 R107.0 R107.0 R10.0 R10.0 R92.5 R12.0 R5.0 17.3 10.0 5.0 R71.5 15.8 8.6 21.0 17.0 16.0 20.0 5.0 25.5 53.0 16.0 29.5 PI END WALL/BEGIN CURB 54+39.13, RT 154.53 PI END CURB 54+76.43, RT 154.54 PI BEGIN CURB 54+88.48, RT 154.55 DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-GM.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 GEOMETRY PLAN 1" = 15' GM-01 SEE SHEET GM-02 PROPERTY LINE (TYP) GENERAL NOTES: 1. ALL CURBING DIMENSION CALLOUTS ARE TO TOP BACK OF CURB OR BACK OF SIDEWALK UNLESS OTHERWISE NOTED. 2. ALL RADII ARE 3' UNLESS OTHERWISE SHOWN IN PLANS. CONSTRUCTION NOTES: 1 SEE DT-04 FOR ADA PARKING STALL AREA DETAIL 2 SEE DT-01 FOR PICKLEBALL COURTS DETAIL 3 SEE DT-04 FOR STAIRS DETAIL 1 2 2 3 ---PAGE BREAK--- FILL FILL FILL FILL FILL FILL FILL CUT CUT CUT CUT 6.0 52+00 PCC 52+50.91, RT 73.45 PC 52+53.98, RT 64.50 PT 52+24.83, RT 10.50 PC 52+21.83, RT 7.50 PCC 52+59.79, RT 121.87 PCC 52+07.43, RT 74.00 PCC 52+77.22, RT 90.95 PT 52+44.27, RT 48.62 PCC 52+18.02, RT 39.11 PCC 52+09.92, RT 10.66 PC 52+12.92, RT 7.50 PRC 51+91.77, RT 29.64 PRC 51+88.89, RT 10.39 PC 51+85.89, RT 7.50 PT 52+69.73, RT 65.38 PC 52+67.61, RT 64.50 PC 52+42.15, RT 49.50 PT 52+35.55, RT 49.50 PI 52+24.83, RT 25.50 PI 52+62.40, RT 30.50 PI 52+87.47, RT 83.12 PCC 52+62.74, RT 116.65 PI 51+62.30, RT 7.50 PI 51+62.30, RT 13.50 PT 51+99.24, RT 73.94 PC 51+74.53, RT 13.50 PI 51+99.85, RT 76.14 PI 52+05.04, RT 81.55 PC 52+07.18, RT 82.26 PRC 51+90.29, RT 37.96 PCC 51+89.43, RT 47.95 PT 52+83.18, RT 93.95 PC 52+87.81, RT 95.82 PI 52+92.70, RT 83.50 R66.5 R102.0 R87.5 R10.0 R10.0 R250.0 R214.5 R20.0 R5.0 25.5 5.0 34.0 5.0 15.0 8.9 23.6 21.0 29.5 PI 51+96.28, RT 81.13 PI 51+99.90, RT 84.88 DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-GM.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 GEOMETRY PLAN 1" = 15' GM-02 SEE SHEET GM-01 PROPERTY LINE (TYP) GENERAL NOTES: 1. ALL CURBING DIMENSION CALLOUTS ARE TO TOP BACK OF CURB OR BACK OF SIDEWALK UNLESS OTHERWISE NOTED. 2. ALL RADII ARE 3' UNLESS OTHERWISE SHOWN IN PLANS. CONSTRUCTION NOTES: 1 SEE DT-04 FOR ADA PARKING STALL AREA DETAIL 2 SEE DT-01 FOR PICKLEBALL COURTS DETAIL 3 SEE DT-04 FOR STAIRS DETAIL ---PAGE BREAK--- CUT CUT CUT CUT CUT CUT CUT CUT CUT FILL CUT CUT CUT FILL CUT CUT CUT CUT CUT CUT CUT CUT JBI JBI x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x sd -4.9% -5.5% -0.9% -0.8% -2.0% -2.0% -2.0% -0.9% -2.0% -0.5% -2.5% -2.2% -13.6% -41.0% -50.0% -32.4% -27.3% -15.0% -14.5% -21.7% -2.0% -2.0% -21.5% -24.1% -24.7% -33.1% -50.0% -50.0% -50.0% -2.0% -2.0% -2.0% -2.0% -2.0% -2.0% -1.0% -1.0% -2.0% -2.0% -1.0% -50.0% 792.16 791.85 791.83 792.17 792.18 792.09 791.88 791.90 792.27 791.31 791.83 792.19 793.70 792.99 792.56 792.43 792.39 792.27 791.98 791.84 791.79 792.29 791.76 791.41 791.53 791.33 791.43 791.86 794.11 794.50 794.60 797.10 797.56 798.72 798.97 800.88 804.87 799.07 807.32 808.24 MATCH EX 807.50 799.69 797.37 795.82 799.22 799.66 799.71 791.91 804.97 803.66 803.66 804.28 804.25 799.91 799.97 804.33 804.08 805.98 805.12 807.71 804.91 805.60 798.88 805.90 804.51 803.86 804.21 804.16 800.12 798.33 798.09 797.30 796.09 798.90 794.21 797.27 791.96 791.77 793.73 799.03 799.10 MATCH EX 800.30 MATCH EX 800.20 797.12 796.88 805.68 805.60 795.82 791.51 791.37 791.51 791.01 790.87 791.55 791.50 791.60 791.81 793.64 795.68 797.46 797.07 797.15 799.80 800.98 MATCH EX 807.60 808.34 803.55 803.37 799.69 805.55 805.25 791.67 791.87 791.71 791.60 799.13 -8.3% -2.0% -8.3% -1.4% -20.1% -2.0% -8.5% -2.0% -7.7% -1.0% -1.0% -2.0% -2.0% -2.0% -2.0% -17.4% -27.3% -20.7% -6.1% 798.57 798.45 -1.0% -2.0% -0.8% 4798.00 4795.00 4792.00 4796.00 4806.00 4808.00 4810.00 4800.00 4802.00 4804.00 4805.00 4798.00 4796.00 4794.00 4792.00 -2.2% -2.1% DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-GD.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 GRADING AND DRAINAGE PLAN 1" = 15' GD-01 1 PROPERTY LINE (TYP) GENERAL NOTES: 1. ALL CURBING DIMENSION CALLOUTS ARE FROM TOP BACK OF CURB UNLESS OTHERWISE SHOWN. 2. BASE ELEVATION = 4000.00 FT CONSTRUCTION NOTES: 1 SEE DT-02 FOR ADA PARKING STALL DETAIL 2 CHAMPION PICKLEBALL COURTS DETAIL E, SEE DT-01 3 SEE DT-02 FOR STAIRS DETAIL 4 PICKLEBALL COURT DETAIL B, SEE DT-01 4 2 SEE SHEET GD-02 3 ---PAGE BREAK--- FILL FILL FILL FILL FILL FILL FILL CUT CUT CUT CUT -2.0% -2.0% -2.0% -2.0% -2.0% -2.0% -19.9% -19.5% 790.56 791.55 791.07 790.81 790.72 790.60 790.52 790.19 790.39 790.48 790.64 790.77 790.81 791.05 791.10 MATCH EX 788.50 790.15 790.40 790.32 790.18 790.01 789.79 789.76 789.77 789.80 790.39 790.70 790.14 789.90 789.69 789.70 789.91 790.51 791.16 MATCH EX 789.94 791.03 791.06 4791.00 4789.00 4787.00 4785.00 4783.00 4790.00 4790.00 4790.00 6.0' 788.48 788.48 DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-GD.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 GRADING AND DRAINAGE PLAN 1" = 15' GD-02 PROPERTY LINE (TYP) GENERAL NOTES: 1. ALL CURBING DIMENSION CALLOUTS ARE FROM TOP BACK OF CURB UNLESS OTHERWISE SHOWN. 2. BASE ELEVATION = 4000.00 FT CONSTRUCTION NOTES: 1 SEE DT-05 & DT-06 FOR CONCRETE SCUPPER 1 SEE SHEET GD-01 ---PAGE BREAK--- FILL FILL FILL FILL FILL CUT CUT CUT CUT CUT CUT CUT FILL CUT CUT FILL CUT CUT CUT CUT CUT CUT CUT CUT CUT DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS N P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-EC.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 EROSION CONTROL PLAN 1" = 20' EC-01 STABILIZED CONSTRUCTION APPROACH SEE EC-02 DETAIL 1 GENERAL NOTES: 1. THIS EROSION CONTROL PLAN IS ONLY TO BE USED AS A GUIDE. CONTRACTOR TO FURNISH AND SUPPLY SEPARATE EROSION CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN THE PLAN SHALL BE APPROVED BEFORE ANY CONSTRUCTION OR DIRT MOVING BEGINS. PROVIDE FOR STORM DRAIN INLET SILT FENCE TO SURROUND PROJECT EXTENTS WHERE APPLICABLE SEE EC-02 DETAIL 2 STAGING AREA NOTES: THIS EROSION CONTROL PLAN IS ONLY TO BE USED AS A GUIDE. CONTRACTOR TO FURNISH AND SUPPLY SEPARATE EROSION CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN THE PLAN SHALL BE APPROVED BEFORE ANY CONSTRUCTION OR DIRT MOVING BEGINS. TEMPORARY RESTROOM TEMPORARY DUMPSTER LEGEND: SILT FENCE STAGING AREA STABILIZED CONSTRUCTION APPROACH ---PAGE BREAK--- DRAWN BY: J. ADAMS ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Civil\Drawings\CAD\Sheets\21050-EC.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET MATTHEW J. NEELEY No. 12122497-2202 P R O F E S S I O N A L E N G I N E E R S T A T E O F U T A H 09-26-2023 EROSION CONTROL DETAILS EC-02 SHEET FLOW PERSPECTIVE VIEW SECTION VIEW SPLICES (TOP VIEW) SILT FENCE FABRIC MATERIAL WOOD POST OR STAKE BACKFILL MATERIAL NOTES: 1. ALIGN THE FENCE ALONG SITE CONTOURS AS MUCH AS POSSIBLE TO AVOID CREATING LOW POINTS ALONG THE SILT FENCE. PROVIDE AN OPENING IN THE SILT FENCE AND INSTALL A SEDIMENT TRAP WHERE EXCESS RUNOFF WILL ACCUMULATE AT A LOW POINT. 2. WHEN EXCAVATING THE TRENCH, USE MACHINERY THAT WILL MINIMIZE DISTURBANCE. 3. RUN THE ENDS OF THE SILT FENCE UP THE SLOPE TO PREVENT RUNOFF FROM FLOWING AROUND THE ENDS OF THE SILT FENCE. 4. DO NOT PLACE SILT FENCE ACROSS AREAS OF POTENTIALLY CONCENTRATED FLOWS (e.g. PIPE OUTLETS, DRAINAGE CHANNELS, CUT DITCHES). 5. USE AS FEW SPLICES AS POSSIBLE ALONG THE SILT FENCE. WHERE A SPLICE IS REQUIRED, OVERLAP THE END POSTS AND TWIST THEM 180 DEGREES BEFORE STAKING THE END POSTS IN THE GROUND. 6. MAINTAIN A PROPERLY FUNCTIONING SILT FENCE THROUGHOUT THE DURATION OF THE PROJECT OR UNTIL DISTURBED AREAS HAVE BEEN VEGETATED. 7. WHEN A STORM EVENT DEPOSITS SEDIMENT ALONG THE FENCE, REMOVE THE SEDIMENT AND PLACE IT IN A STABLE AREA APPROVED BY THE ENGINEER. 12" DEPTH OF 4-6" FRACTURED STONE OR COBBLE GEOTEXTILE FABRIC EXISTING SUBRAGE NOTES: 1. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 50' LONG AND 30' WIDE. 2. CONSTRUCT ON LEVEL GROUND WHEREVER POSSIBLE. 3. PROVIDE AMPLE TURNING RADII FOR LARGE TRUCKS AND EQUIPMENT. 4. MAINTAIN BY ADDING MORE STONE AS NECESSARY. 5. CONSULT WITH SOILS EXPERT TO ENSURE THE THE ENTRANCE WILL SUPPORT THE HEAVIEST EQUIPMENT EXPECTED TO ENTER THE FACILITY. 2 SILT FENCE DETAIL SCALE: N.T.S. 1 STABILIZED CONSTRUCTION APPROACH DETAIL SCALE: N.T.S. ---PAGE BREAK--- DRAWN BY: T. JONES ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\UT 21-050 Planting Plan.dwg Sep 26, 2023 - 1:35pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET LANDSCAPE NOTES THE CONTRACTOR SHALL CAREFULLY READ ALL THE NOTES AND SPECIFICATIONS. THE CONTRACTOR SHALL BE SATISFIED AS TO THE TRUE MEANING AND INTENTION AND SHALL BE RESPONSIBLE FOR COMPLYING WITH EACH. 1. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN THE QUANTITIES AND SIZES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. ALL QUANTITIES SHOWN ON THE DRAWINGS ARE FOR CONVENIENCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE QUANTITIES. 2. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA). 3. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY PROJECT MANAGER OR LANDSCAPE ARCHITECT. 4. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL GRADE IN ITS CONTAINER. (i.e. DO NOT SET ROOT FLAIR OF PLANT BELOW TOP OF FINISHED GRADE) 5. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING AND WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. 6. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS. 7. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. 8. ALL PLANTS SHALL BE INSTALLED AT LEAST 24" FROM BACK OF CURB OR SIDEWALK EXCEPT FOR 1 GALLON PLANTS THAT MAY BE INSTALLED AT LEAST 18" FROM BACK OF CURB OR SIDEWALK. 9. THE CONTRACTOR SHALL PROVIDE BACKFILL MIX AS PER THE CONTRACT SPECIFICATIONS. IF NO SPECIFICATIONS ARE PROVIDED BASED ON SCOPE OF SERVICES CONTRACTOR SHALL THEN PROVIDE BACKFILL MIX VIA SUBMITTAL PROCESS FOR REVIEW BY THE LANDSCAPE ARCHITECT. 10. PRE-WETTING OF TREE PLANTING PITS. FILL TREE PLANTING PITS TO TOP WITH WATER WITHIN 72 HOURS OF PLANTING. IF WATER IS NOT 90 PERCENT DRAINED/ABSORBED WITHIN 24 HOURS, DO NOT PLANT AND BRING TO THE IMMEDIATE ATTENTION OF OWNER'S REPRESENTATIVE. CONTRACTOR MAY BE REQUIRED TO EITHER DIG A SUBSTITUTE PLANT PIT OR TO MITIGATE THE EXISTING PIT WITH A DRAINAGE SUMP. CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION OF TREE TEST PIT DRAINAGE RESULTS WITH LOCATIONS, DATE, AND SIGNATURE OF TESTER. 11. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED ON A REGULAR SCHEDULE DURING THE FIRST GROWING SEASON. 12. THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE OF FINAL ACCEPTANCE. 13. PLANTING PITS - THE PLANTING SOIL SHALL HAVE A MINIMUM OF 20% ORGANIC MATERIAL. 14. CONTRACTOR SHALL PRUNE ANY NEWLY PLANTED TREES IF DIRECTED BY THE LANDSCAPE ARCHITECT OR CITY/OWNER'S REPRESENTATIVE. 15. REMOVE ENTIRE WIRE CAGE FROM ALL ROOT BALLS. 16. CUT AND REMOVE BURLAP FROM TOP 1 3 OF ROOT BALL. 17. ALL EXCESS BURLAP, WIRE CAGES, PLASTIC PLANTING POTS, OR OTHER LITTER FROM PLANTING INSTALLATION SHALL BE CLEANED UP AND REMOVED FROM THE SITE BY THE CONTRACTOR. 18. CONTRACTOR SHALL SUBMIT PHOTOS OF OR REVIEW THE PLANT MATERIAL AT THE SOURCE WITH THE LANDSCAPE ARCHITECT OR CITY REPRESENTATIVE PRIOR TO SHIPPING OR DIGGING. 19. PLANT ALL TREES, SHRUBS, PERENNIALS, GRASSES, AND GROUNDCOVERS PER SPECIFICATIONS AND DRAWING DETAILS. PLANTING NOTES 1. THESE GENERAL NOTES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL REFER TO FULL SPECIFICATIONS FOR DETAILS ON MATERIALS, INSTALLATION, AND MAINTENANCE. 2. REFER TO CIVIL DRAWINGS FOR GRADING AND UTILITY INFORMATION. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES AND GRADES PRIOR TO THE INSTALLATION OF LANDSCAPE ELEMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR CITY REPRESENTATIVE FOR DIRECTION ON HOW TO PROCEED. 3. IF ANY PORTION OF THE PLAN CANNOT BE FOLLOWED DUE TO UNFORESEEN SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT OR CITY REPRESENTATIVE FOR DIRECTION ON HOW TO PROCEED. 4. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANS TO EXACT LOCATION IN THE FIELD. 5. CONTRACTOR IS RESPONSIBLE TO CONTACT THE LOCAL UNDERGROUND UTILITY COMPANY FOR UTILITY LOCATIONS AND IDENTIFICATION. ALL UTILITIES SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION. 6. EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES SHALL BE COMPLETED BY HAND. CONTRACTOR BEARS FULL RESPONSIBILITY FOR DAMAGE TO ANY UTILITIES WHICH SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. 7. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES. 8. ALL WORK AND MATERIALS MUST MEET LOCAL GOVERNMENT OR GOVERNING AGENCY STANDARDS. 9. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT 10. BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE NECESSARY ADJUSTMENTS. 11. SHOULD DISCREPANCIES BETWEEN THE PLANS AND SPECIFICATIONS EXIST, THE SPECIFICATIONS SHALL DICTATE. GENERAL LANDSCAPE NOTES SOIL AND SURFACE TREATMENT NOTES 1. PREPARE ALL TOPSOIL FOLLOWING APWA SPECIFICATIONS 2. REMOVE EXISTING TOPSOIL AND STOCKPILE ON SITE. 3. TOPSOIL SHALL BE INSTALLED TO THE FOLLOWING DEPTHS: 3.1. 4" DEPTH IN ALL TURF AREAS 1. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED LANDSCAPE CHANGES MUST BE SUBMITTED TO THE CITY OF MILLCREEK FOR APPROVAL PRIOR TO PLANTING. 2. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" TOPSOIL IN ALL TURF SOD AREAS. 3. ALL INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES. 4. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE MILLCREEK CITY REPRESENTATIVE. 5. BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE NECESSARY ADJUSTMENTS. ADDITIONAL NOTES LS-00 ---PAGE BREAK--- CONIFERS CODE QTY BOTANICAL / COMMON NAME SIZE PIC HOP 4 PICEA PUNGENS 'HOOPSII' / HOOPSI COLORADO SPRUCE 6`-8` HT. SHADE TREES CODE QTY BOTANICAL / COMMON NAME SIZE GLE SHM 3 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER' / SHADEMASTER HONEY LOCUST 2" CAL. QUE EXM 10 QUERCUS X TM / CRIMSON SPIRE OAK SHRUBS CODE QTY BOTANICAL / COMMON NAME SIZE COR HAL 26 CORNUS ALBA 'BAILHALO' TM / IVORY HALO DOGWOOD 5 GAL PRU CIS 16 PRUNUS X CISTENA / PURPLE LEAF SAND CHERRY 1 GAL 5-8' SPREAD PERENNIALS CODE QTY BOTANICAL / COMMON NAME SIZE PER SPI 55 PEROVSKIA ATRIPLICIFOLIA 'BLUE SPIRES' / BLUE SPIRES RUSSIAN SAGE 1 GAL RUD SUL 18 RUDBECKIA FULGIDA SULLIVANTII 'LITTLE GOLDSTAR' / LITTLE GOLDSTAR CONEFLOWER 1 GAL SAL MA2 31 SALVIA X SYLVESTRIS 'MAY NIGHT' / MAY NIGHT SAGE 1 GAL GRASSES CODE QTY BOTANICAL / COMMON NAME SIZE HEL SEM 40 HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS 1 GAL PEN HAM 106 PENNISETUM ALOPECUROIDES 'HAMELN' / HAMELN FOUNTAIN GRASS 1 GAL PLANT SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 3"-8" OQUIRRH COBBLE FROM UTAH ROCK OR SIMILAR 527 SF 3/4" SALT LAKE GRAVEL FROM UTAH ROCK OR 15,785 SF SIMILAR ROYAL INSTA-PATH FROM UTAH ROCK OR SIMILAR 288 SF ROCK TYPES ACCENT BOULDERS 71 CONIFERS CODE QTY BOTANICAL / COMMON NAME SIZE PIC HOP 4 PICEA PUNGENS 'HOOPSII' / HOOPSI COLORADO SPRUCE 6`-8` HT. SHADE TREES CODE QTY BOTANICAL / COMMON NAME SIZE GLE SHM 3 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER' / SHADEMASTER HONEY LOCUST 2" CAL. QUE EXM 10 QUERCUS X TM / CRIMSON SPIRE OAK SHRUBS CODE QTY BOTANICAL / COMMON NAME SIZE COR HAL 26 CORNUS ALBA 'BAILHALO' TM / IVORY HALO DOGWOOD 5 GAL PRU CIS 16 PRUNUS X CISTENA / PURPLE LEAF SAND CHERRY 1 GAL 5-8' SPREAD PERENNIALS CODE QTY BOTANICAL / COMMON NAME SIZE PER SPI 55 PEROVSKIA ATRIPLICIFOLIA 'BLUE SPIRES' / BLUE SPIRES RUSSIAN SAGE 1 GAL RUD SUL 18 RUDBECKIA FULGIDA SULLIVANTII 'LITTLE GOLDSTAR' / LITTLE GOLDSTAR CONEFLOWER 1 GAL SAL MA2 31 SALVIA X SYLVESTRIS 'MAY NIGHT' / MAY NIGHT SAGE 1 GAL GRASSES CODE QTY BOTANICAL / COMMON NAME SIZE HEL SEM 40 HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS 1 GAL PEN HAM 106 PENNISETUM ALOPECUROIDES 'HAMELN' / HAMELN FOUNTAIN GRASS 1 GAL PLANT SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 3"-8" OQUIRRH COBBLE FROM UTAH ROCK OR SIMILAR 527 SF 3/4" SALT LAKE GRAVEL FROM UTAH ROCK OR 15,785 SF SIMILAR ROYAL INSTA-PATH FROM UTAH ROCK OR SIMILAR 288 SF ROCK TYPES ACCENT BOULDERS 71 FILL FILL FILL FILL FILL CUT CUT CUT CUT CUT CUT CUT FILL CUT CUT FILL CUT CUT CUT CUT CUT CUT CUT CUT CUT QUE EXM GLE SHM COR HAL COR HAL PRU CIS PEN HAM PER SPI PEN HAM PER SPI PEN HAM GIN AUT GLE SHM PEN HAM PEN HAM PEN HAM HEL SEM PER SPI QUE EXM HEL SEM PEN HAM PER SPI PEN HAM PIC HOP COR HAL PIC HOP PEN HAM PEN HAM SAL MA2 SAL MA2 (12) RUD SUL PEN HAM PEN HAM PEN HAM PER SPI PEN HAM PER SPI PEN HAM PER SPI HEL SEM SAL MA2 SAL MA2 PER SPI PRU CIS PER SPI COR HAL SAL MA2 (10) SAL MA2 HEL SEM COR HAL PRU CIS PER SPI PRU CIS COR HAL PEN HAM PEN HAM HEL SEM PEN HAM HEL SEM PRU CIS COR HAL COR HAL HEL SEM PER SPI PER SPI PEN HAM PEN HAM ROYAL INTSA-PATH 2-3' BOULDER WALL RUD SUL 2-3' BOULDER WALL EXISTING TREES 2-3' BOULDER WALL HEL SEM OQUIRRH COBBLE ROCK DRY STREAM BED BIOSWALE WITH OQUIRRH COBBLE ROCK 2-3' ACCENT BOULDER 2-3' ACCENT BOULDER 2-3' ACCENT BOULDER 3 4' SALT LAKE GRAVEL 3 4' SALT LAKE GRAVEL PEN HAM QUE EXM RUD SUL RE-SEED W/ SEED MIX SEE DETAIL K RE-SEED W/ SEED MIX SEE DETAIL K 6"X4" CURBING SEE DETAIL L DRAWN BY: T. JONES ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\UT 21-050 Planting Plan.dwg Sep 26, 2023 - 1:36pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET LANDSCAPE PLANS LS-01 N ---PAGE BREAK--- DRAWN BY: T. JONES ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\UT 21-050 Planting Plan.dwg Sep 26, 2023 - 1:36pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET LANDSCAPE DETAILS LSDT-01 NOTES: 1. EXCAVATE SHRUB PITS AS ROUND PLANTING HOLES. 2. INSTALL 5OZ WEED BARRIER FABRIC UNDER ALL CRUSHED STONE. TAPER DOWN DEPTH OF MULCH AT CROWN OF PLANT PLANTING SOIL EXISTING SUBGRADE 4" DEPTH OF 1.5" CRUSHED "TALON'S COVE" STONE INSTALL SHRUB ROOT BALL EVEN WITH FINISH GRADE AND KEEP MULCH AWAY FROM BASE OF PLANT CONSTRUCT 2-3" TALL WATER RING AROUND EDGE OF PLANTING PIT SCARIFY SIDES OF PLANTING HOLE WEED BARRIER FABRIC 2 X ROOTBALL DIAMETER NOTES: 1. STAKE ALL TREES THAT ARE DETERMINED TO REQUIRE A STAKE (CITY DISCRETION) AT THE TIME OF PLANTING. 2. PLACE TWO 1 1/2 INCH - 2 INCH DIAMETER WOOD TREE STAKES 1 TO 2 FEET FROM THE CENTER & DRIVING STAKE 24 INCHES INTO SOLID GROUND. FASTEN THE TREE TO THE UPPER END OF THE STAKE IN AT LEAST TWO LOCATIONS USING "CINCH TIES" OR EQUIVALENT. METAL T-POSTS WILL NOT BE APPROVED AS TREE STAKES. 2 1 32" LONG NON-ABRASIVE RUBBER TIES 2, 1.1/2"-2" DIA. LODGE POLE PINE STAKES. INSTALL 2" FROM EDGE OF ROOT BALL & SHALL NOT INTERFERE WITH PERMANENT BRANCHES. 3 4 5 6 REMOVE NURSERY STAKE. IF CENTRAL LEADER NEEDS SUPPORT, ATTACH A 1/2" X 8' BAMBOO POLE TO TRUNK. PREVAILING WIND DEER FENCING 6' POSTS SHALL BE INSTALLED 6' FROM BASE OF TREE TO SUPPORT DEER FENCING PLAN VIEW 1 4 3 1 2 5 6 2' 4' 6' BACKFILL SPECIFICATIONS: 1. BACKFILL MIX: 1/2 SANDY LOAM + 1/4 ORGANIC MULCH + 1/4 NATIVE SOILS. 2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKES. 3. WATER THOROUGHLY AFTER INSTALLATION. 4. REMOVE TREE STAKES WITHIN TWO YEARS AFTER INSTALLATION. 3 2"X4"X24" PRESS-TREATED STAKES - TOP OF STAKE FORM WATER BASIN 3" SHREDDED BARK MULCH CINCH TIES 1" DIAM. A TREE STAKING AND PLANTING NOT TO SCALE C SHRUB PLANTING DETAIL NOT TO SCALE B EVERGREEN TREE PLANTING DETAIL NOT TO SCALE NOTES: 1. ENSURE FINISH GRADE IS 1" BELOW TOP OF CURB, WALK, OR EDGING. 2. SOD SHALL BE 100% KENTUCKY BLUEGRASS BLEND IN OPEN PARK AREAS. 3. PREPARE SOIL PER SPECIFICATIONS AND SOIL PREPARATION NOTES. SEE SHEET ADJACENT CONCRETE CURB SIDEWALK OR EDGING- SEE CIVIL PLANS SOD AREA 4" DEPTH OF CLEAN TOPSOIL CROSS RIP OR TILL SUBGRADE UTBC COMPACTED TO 95%- SEE CIVIL PLANS UNDISTURBED NATIVE OR FILL COMPACTED TO 90% RELATIVE DENSITY 1" 4" 6" NOTES: 1. EXCAVATE ORNAMENTAL GRASS/PERENNIAL PITS AS ROUND HOLES. 2. INSTALL 5OZ WEED BARRIER FABRIC UNDER ALL CRUSHED STONE. 4" DEPTH OF 1.5" CRUSHED "TALON'S COVE" STONE PREPARED PLANTING AREA TAPER DOWN DEPTH OF MULCH AT CROWN OF PLANT INSTALL GRASS / GROUNDCOVER ROOT BALL EVEN WITH FINISH GRADE AND KEEP MULCH AWAY FROM BASE OF PLANT CONSTRUCT 2-3' TALL WATERING RING AROUND EDGE OF PLANTING PIT WEED BARRIER FABRIC SCARIFY SIDES OF PLANTING HOLE PLANTING SOIL 2 X CONTAINER DIAMETER D F NOT TO SCALE ORNAMENTAL GRASS/PERENNIAL PLANTING DETAIL NOT TO SCALE E TURF SOD PLANTING DETAIL FOR BALL FIELD AND PARK NOT TO SCALE NOTES: 1. KEEP TOP OF FRACTURED STONE 1" BELOW ADJACENT WALKS AND CURBS. DO NOT ALLOW STONE TO TOUCH THE TRUNK OF ANY PLANT. INSTALL STONE AFTER INSTALLATION OF WEED BARRIER FABRIC AND PLANT MATERIAL. 2. CONTRACTOR TO ENSURE THAT TOP OF WEED BARRIER FABRIC IS FREE OF SOILS AND DEBRIS PRIOR TO PLACING MULCH. 4" 1" FINISHED SURFACE OR ADJACENT CONCRETE SIDEWALK, CURB, OR OTHER HARDSCAPE ELEMENT PER PLAN. FINISH GRADE OF MULCH TO BE 1"-2" BELOW TOP OF ADJACENT CONCRETE SURFACE BOULDER- IF APPLICABLE SEE DETAIL G ON NEXT SHEET UNDISTURBED NATIVE SOIL DEWITT 5 OZ WEED BARRIER FABRIC 4" DEPTH OF 1.5" "TALON'S COVE" CRUSHED STONE. FRACTURED STONE MULCH DETAIL ---PAGE BREAK--- DRAWN BY: T. JONES ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\UT 21-050 Planting Plan.dwg Sep 26, 2023 - 1:36pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET LANDSCAPE DETAILS LSDT-02 H G NOT TO SCALE NOT TO SCALE I NOT TO SCALE J NOTES: 1. CONCRETE SHALL BE AS INDICATED IN WRITTEN SPECIFICATIONS. 2. CONTROL JOINTS SHALL BE PLACED AT 10' INTERVALS, EQUAL TO WIDTH OF SIDEWALK OR AS INDICATED ON PLANS. 3. EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS OR AS INDICATED ON PLANS. 4. EXPANSION JOINTS SHALL BE PLACED AT INTERSECTIONS WITH OTHER WALKS, CURBS, MASONRY, WALLS, OR CONCRETE SURFACES. UNLESS NOTED OTHERWISE. CONTROL JOINT EXPANSION JOINT CUT DEPTH TO BE 1/4 THICKNESS OF SLAB TOOLED JOINT 1/8" WIDE 1/8" RADIUS EXPANSION JOINT, FULL DEPTH WITH FOAM BACKER ROD AND SEALANT RECESSED 1/2", RAKED SMOOTH AND CONCAVE EXPANSION AND CONTROL JOINT DETAILS NOTES: 1. PLACE ALL BOULDERS SUCH THAT 1/4 OF THE TOTAL MASS OF EACH BOULDER IS BELOW FINISH GRADE. 2. BOULDERS SHALL VARY IN SIZE FROM 1' TO 4' DIAMETER. USE EQUAL QUANTITIES OF EACH SIZE ON SITE. 3. BOULDERS TO MATCH "TALON'S COVE" CRUSHED ROCK. CONTRACTOR SHALL PROVIDE PHOTOS OF SELECTED BOULDERS TO LANDSCAPE ARCHITECTS FOR APPROVAL. BOULDER 2'-4' SIZE FINISH GRADE GROUP BOULDERS SO AS TO APPEAR NATURAL CUT FABRIC SO THAT BOULDER CAN REST ON TOP OF FABRIC. DO NOT REMOVE FABRIC BENEATH THE BOULDERS ACCENT BOULDER DETAIL STANDARD CONCRETE DETAILS NOTES: 1. MEDIUM TEXTURE BROOM FINISH TO BE USED ON ALL CONCRETE FLATWORK. BROOM STROKES SHALL BE APPLIED PERPENDICULAR TO THE DIRECTION OF THE WALKWAY. 2. 3" TROWELLED EDGES TO BE APPLIED TO ALL CONCRETE FLATWORK. WALKWAY CONCRETE PAVING COMPACTED AGGREGATE BASE (95% MIN. DENSITY) COMPACTED SUBGRADE GEOTEXTILE FABRIC 4" 4" PLANTS PER PLAN 6"-24" DIAMETER STONE EXISTING SUBGRADE TYPICAL CROSS SECTION A (DRY STREAM AREAS) A A TYPICAL PLAN (DRY STREAM AREAS) 1"-3" COBBLE VARIES 12 MIN. FILTER FABRIC NOT TO SCALE DRY STREAM BED DETAILS K 1/2" RADIUS BOTH EDGES FINISHED GRADE EXTRUDED CONCRETE MOW CURB COMPACTED AGGREGATE BASE COMPACTED SOIL L CONCRETE MOWCURB EDGING NOTES: 1. WHEN INSTALLING STEEL EDGING FOR CURVED PLANTER BEDS MAKE SURE THAT CURVES ARE SMOOTH AND EVEN BEFORE STAKING OUT EDGING OR BACKFILLING. NOT TO SCALE NOT TO SCALE ---PAGE BREAK--- 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 114" 3 4" 3 4" 1" 1" 4 3.00 1" 5 8.67 1" 3 4" 3 4" 3 4" 1" 3 4" 1" 12.5 3 2" 3.74 2 1" 2.10 1 1" 11.5 6 2" 14.2 7 2" 3 4" 3 4" 3 4" 1" DRAWN BY: T. JONES ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\Sheets\UT 21-050 IRRIGATION PLAN.dwg Sep 26, 2023 - 1:36pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET IRRIGATION PLANS IR-00 1. Existing heads are to be located and are to be checked to make sure there is head to head coverage with proposed heads. 2. Existing Main line is to be located and tied into proposed irrigation plan. GENERAL NOTES N 1. ALL PIPE TO BE SCHEDULE 40 PVC PIPE. NO POLY PIPE SHALL BE INCLUDED. FITTINGS UP TO 1.1/2" MUST BE SCHEDULE 40 OR BETTER. FITTINGS LARGER THAN 1.1/2" MUST BE SCHEDULE 80 OR BETTER. 2. CONTRACTOR SHALL HAVE ALL UTILITIES BLUE STAKED PRIOR TO DIGGING. ANY DAMAGE TO THE UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 3. PLACE ALL IRRIGATION IN LANDSCAPE AREAS AND ON THE PROPERTY OF THE OWNER. 4. MODIFY LOCATION OF IRRIGATION COMPONENTS TO AVOID PLACING TREES, SHRUBS AND OTHER SITE ELEMENTS DIRECTLY OVER PIPE, PER PLANS. DO NOT LOCATE VALVE BOXES IN LAWN AREAS UNLESS DIRECTED TO BY LANDSCAPE ARCHITECT. 5. CONTRACTOR SHALL INSTALL A 1" THREADED TEE WITH 1" THREADED PLUG AT POINT OF CONNECTION IN ORDER TO BLOW OUT THE SYSTEM WITH AN AIR COMPRESSOR EACH FALL.INSTALL FLUSH CAP AT THE END OF ALL DRIP IRRIGATION LINES TO FACILITATE BLOW-OUT AND MAINTENANCE (SEE DETAIL L, SHEET DT-03). 6. LATERAL LINES SHALL BE NO SMALLER THAN 3/4". LANDSCAPE CONTRACTOR TO ENSURE THE FOLLOWING PIPE SIZES DO NOT EXCEED THE SUGGESTED GPM LISTED BELOW: 3/4" 8 GPM 1" 12 GPM 1-1/2" 30 GPM 2" 53 GPM 2-1/2" 75 GPM 3" 110 GPM 7. INSTALL DRIP IRRIGATION PER DETAILS. CONTRACTOR SHALL MAKE ADJUSTMENTS AS NECESSARY. 8. CONTRACTOR SHALL PROVIDE AND INSTALL SLEEVES FOR ALL PIPES AND WIRES UNDER PAVEMENT AND SIDEWALKS. SLEEVES SHALL BE 2 SIZES LARGER THAN PIPE INSIDE. ALL WIRE SHALL BE IN SEPARATE SLEEVES (NOT SHOWN). ALL CONTROL WIRE SHALL BE INSTALLED IN CLASS 200 PIPE. PLACE JUNCTION BOXES WHERE NECESSARY TO MINIMIZE LONG RUNS OR AT DIRECTIONAL CHANGES. 9. WATER LINES AND ELECTRICAL LINES MUST NOT SHARE CONDUITS. ALL WIRE CONNECTIONS MUST BE CONTAINED IN VALVE BOX WITH 3' OF EXTRA WIRE. WIRE TO BE CONNECTED TO MAIN LINE PIPE WHERE POSSIBLE WITH TAPE AT 25' INTERVALS. SLACK IN CONTROL WIRES REQUIRED AT EVERY CHANGE OF DIRECTION. WIRES MUST HAVE SEPARATE COLORS FOR COMMON, CONTROL AND SPARE. MINIMUM 1 SPARE WIRE FOR EVERY 5 VALVES. ALL CONTROL WIRES TO BE INSULATED 14 GAUGE COPPER. ALL SPARE WIRES MUST "HOME RUN" TO CONTROLLER AND SPARE WIRES AVAILABLE AT ALL VALVE MANIFOLDS AND CLUSTERS. 10. ALL SLEEVES INSTALLED SHALL BE DUCT TAPED TO PREVENT DIRT OR OTHER DEBRIS ENTERING PIPE. ALL SLEEVES SHALL BE IDENTIFIED BY WOOD OR PVC STAKES AND BE SPRAY PAINTED WITH MARKING PAINT. REMOVE STAKES ONCE IRRIGATION SYSTEM IS COMPLETE. 11. IRRIGATION SYSTEM MUST CONTAIN CHECK VALVES TO PREVENT LOW POINT DRAINAGE. 12. SPACE ALL SPRAY HEADS 2" AWAY FROM ANY HARDSCAPE. 13. CONTRACTOR SHALL MATCH PRECIPITATION RATES AS MUCH AS POSSIBLE FOR ALL LANDSCAPED AREAS. OVERHEAD IRRIGATION MUST HAVE A MINIMUM DU (DISTRIBUTION UNIFORMITY) OF 60%. 14. IRRIGATION CONTRACTOR SHALL PRESSURE TEST MAINLINE FOR LEAKS PRIOR TO BACKFILLING. 15. MAIN LINES SHALL BE 24" DEEP MIN. AND LATERAL LINES 12" DEEP MIN. NO ROCK GREATER THAN 1/2" DIAMETER SHALL BE ALLOWED IN TRENCHES. TRENCHING BACKFILL MATERIAL SHALL BE COMPACTED TO PROPER FINISHED GRADE. 16. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CITY AND/OR COUNTY CODES. THE CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMITS. 17. IRRIGATION INSTALLATION TO COMPLY WITH APPLICABLE CITY SPECIFICATIONS AND DRAWINGS. 18. ACTUAL INSTALLATION OF IRRIGATION SYSTEM MAY VARY SOMEWHAT FROM PLANS. THE CONTRACTOR IS RESPONSIBLE TO MAKE ADJUSTMENTS AS NEEDED TO ENSURE PROPER COVERAGE OF ALL LANDSCAPED AREAS. 19. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM WITH HEAD TO HEAD COVERAGE IN ALL TURF AREAS. USE VAN AND/OR U-SERIES NOZZLES AS NECESSARY TO PROVIDE PROPER COVERAGE AND TO KEEP WATER OFF OF BUILDINGS AND HARDSCAPES. 20. POWER TO CONTROLLER TO BE PROVIDED BY OWNER. OWNER TO SPECIFY EXACT LOCATION OF CONTROLLER. INSTALL PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL INSTALL A RAIN SENSOR WITH CONTROLLER UNLESS OTHERWISE DIRECTED BY OWNER OR LANDSCAPE ARCHITECT. 21. IRRIGATION CONTRACTOR SHALL PROVIDE AN AS-BUILT IRRIGATION PLAN UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. 22. INSTALL A FLUSH CAP AT THE END OF EACH DRIP LINE PER DETAILS FOR MAINTENANCE. IRRIGATION NOTES ---PAGE BREAK--- 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 1" 114" 3 4" 3 4" 1" 1" 4 3.00 1" 5 8.67 1" 3 4" 3 4" 3 4" 1" 3 4" 1" 12.5 3 2" 3.74 2 1" 2.10 1 1" 11.5 6 2" 14.2 7 2" 3 4" 3 4" 3 4" 1" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS RAIN BIRD 5006-PL-PC-SAM-LA TURF ROTOR, 6" POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. LOW ANGLE NOZZLE AND FLOW SHUT-OFF DEVICE. WITH SEAL-A-MATIC CHECK VALVE. 11 35 1.77 31' RAIN BIRD 5006-PL-PC-SAM-LA TURF ROTOR, 6" POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. LOW ANGLE NOZZLE AND FLOW SHUT-OFF DEVICE. WITH SEAL-A-MATIC CHECK VALVE. 8 35 2.68 33' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-100-LC WIDE FLOW DRIP CONTROL KIT, FOR LIGHT COMMERCIAL USES. 1" PEB VALVE, WITH 1" PRESSURE REGULATING 40PSI BASKET FILTER. 0.3-20 GPM. 4 PIPE TRANSITION POINT IN DRIP BOX PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6" (150MM) DRIP BOX. 9 TREE RING 2 DRIP RINGS USING RAIN BIRD XFDE-06-12 12" EMITTER SPACING. FIRST RING 18" SPACING FROM THE BASE OF TREE. SECOND RING 36" FROM BASE IF TREE 17 AREA TO RECEIVE DRIPLINE RAIN BIRD XFDE-06-12-NP XFDE ON-SURFACE RECLAIMED PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.6 GPH EMITTERS AT O.C. DRIPLINE LATERALS SPACED AT RR APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK RESISTANT. USE XF INSERT FITTINGS. 17,161 S.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PGA GLOBE 1-1/2", 2" ELECTRIC REMOTE CONTROL VALVE, GLOBE. 3 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,635 L.F. PIPE SLEEVE: PVC CLASS 200 SDR 21 125.3 L.F. # # IRRIGATION SCHEDULE VALVE NUMBER VALVE FLOW VALVE SIZE VALVE CALLOUT DRAWN BY: T. JONES ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\Sheets\UT 21-050 IRRIGATION PLAN.dwg Sep 26, 2023 - 1:36pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET IRRIGATION PLANS IR-01 1. Existing heads are to be located and are to be checked to make sure there is head to head coverage with proposed heads. 2. Existing Main line is to be located and tied into proposed irrigation plan. GENERAL NOTES N ---PAGE BREAK--- DRAWN BY: T. JONES ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\Sheets\UT 21-050 IRRIGATION PLAN.dwg Sep 26, 2023 - 1:36pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET IRRIGATION DETAILS 6" ASPHALT OR CONCRETE PAVING BASE COURSE COMPACTED SUBGRADE DETECTABLE WARNING TAPE (TYPICAL) SURROUND SLEEVES WITH 2" OF SAND IN ALL DIRECTIONS SEPARATE SCHEDULE 40 SLEEVE FOR: CONTROLLER WIRES - 4" MIN. SIZE LATERAL LINES - 4" MIN. SIZE MAINLINE - 4" SIZE OR 2X MAINLINE SIZE 1-1/2" GRAY PVC CONDUIT FOR IRRIGATION CONTROLLER WIRE SAND BEDDING MATERIAL (.25 INCH SIEVE) 2 IN. THICK SURROUNDING THE PIPES REQ'D PVC SCHEDULE 40 LATERAL LINE REQ'D FINISH GRADE COMPACTED BACKFILL PVC SCHEDULE 40 MAINLINE REQ'D A PIPE LAYOUT AND TRENCHING DETAIL B SLEEVING DETAIL NOTES: 1. WHEN MULTIPLE PIPES OCCUR IN ONE TRENCH ADD MULTIPLE SLEEVES. 2. WIRES SHALL BE IN SEPARATE SLEEVE. 1 2 3 4 5 6 7 8 9 10 11 FINISH GRADE STANDARD VALVE BOX WITH COVER: RAIN BIRD VB-STD WATERPROOF CONNECTION: RAIN BIRD DB SERIES VALVE ID TAG 30-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING FILTER: PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE REMOTE CONTROL VALVE: PVC SCH 40 TEE OR ELL TO MANIFOLD 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL OFF ON 9 10 11 1 2 3 4 5 6 7 8 D AUTOMATIC CONTROL DRIP VALVE DETAIL NOTES: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS VALVE MANIFOLD NOTE: GROUP VALVES TOGETHER & PROVIDE ONE BALL VALVE, LINE SIZE PER GROUP 1" QUICK COUPLER (WHERE INDICATED) REMOTE CONTROL VALVE BALL VALVE MAINLINE C VALVE MANIFOLD DETAIL IRDT-01 ---PAGE BREAK--- DRAWN BY: T. JONES ENGINEER: B. JONES APPROVED BY: L. ANDERSON www.bluestakes.org REVISION NO. DESCRIPTION REV BY CKD BY DATE MILLCREEK CITY 3330 SOUTH 1300 EAST MILLCREEK, UT 84106 CANYON RIM PARK IMPROVEMENTS P:\West Jordan\2021\Projects\UT 21-050 Millcreek- Canyon Rim Park\Landscape\Drawings\CAD\Sheets\UT 21-050 IRRIGATION PLAN.dwg Sep 26, 2023 - 1:36pm SHEET SCALE: HORIZ: VERT: 3100 SOUTH GRACE STREET IRRIGATION DETAILS BASE OF TREE SECTION VIEW 2" MULCH LAYER 2" BELOW FINISH GRADE POLYETHYLENE (PE) DISTRIBUTION TUBING OR PVC LATERAL LINE DISTRIBUTION TUBING DRIP EMITTERS RAIN BIRD 17 mm BARB TEE X 3 4" THREAD RAIN BIRD XFDe WITH INLINE EMITTERS) 3 4" POLY PIPE SCH. 80 PVC 3 4" X CLOSE THREADED NIPPLE SCH. 40 PVC SLIP/THREAD COUPLER (SIZE VARIES) SCH. 40 PVC PIPE (SIZE VARIES) E SECTION VIEW DRIP IRRIGATION NOTES: 1. INSTALL PLD DRIPLINE UNDER MULCH AND ON TOP OF SOIL. G POINT SOURCE DRIP IRRIGATION DETAIL NOTES: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS. RAINBIRD XBV-075 24" EXTRA LENGTH OF XBS DRIP TUBING LINE COILED IN VALVE BOX 10" ROUND VALVE BOX 1 CUBIC FOOT PEA GRAVEL SUMP FINISH GRADE H FLUSH CAP FOR DRIP IRRIGATION DETAIL NOTES: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 2. INSTALL AT END OF DRIP LINE RUNS FOR WINTERIZATION IN THE FALL. 36" RADIUS FROM BASE OF TREE RAIN BIRD XFDe-06-12 DRIP LINE WITH 12" EMITTER SPACING TREE CANOPY POLYETHYLENE (PE) DISTRIBUTION TUBING WITH BARBED FITTINGS AT EACH CONNECTION POLYETHYLENE (PE) DISTRIBUTIONTUBING OR PVC LATERAL LINE 18" RADIUS FROM BASE OF TREE PLAN VIEW F PLAN VIEW DRIP IRRIGATION NOTES: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 2. LAYOUT DRIP EMITTERS IN A TRIANGULAR PATTERN AS SHOWN. 3. SHRUBS SHALL HAVE A SINGLE LOOP OF DRIP TUBING 12" RADIUS FROM BASE OF SHRUB SHRUB CANOPY IRDT-02