13-25539.00 Downtown Cemetery Columbarium Plaza - 100% Plans-CITY.pdf

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DOWNTOWN CEMETERY COLUMBARIUM PLAZA

CONSTRUCTION DRAWINGS

ST. GEORGE, UT

JULY, 2026

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PROJECT NO:

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DESIGN BY:

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1453 S DIXIE DRIVE, STE 150

ST. GEORGE, UT 84770

435.986.0100

175 EAST 200 NORTH

ST. GEORGE, UT 84770

435.627.4000

OWNERPREPARED BY

PROJECT ENGINEER

JACOB HOWELL, P.E.

DATE

LANDSCAPE ARCHITECT

JORDAN GOFF, PLA, ASLA

DATE

LANDSCAPE ARCHITECT, ST. GEORGE CITY

PAUL STEAD, PLA, ASLA

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ID SHEET TITLE

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES

3 G-003 LEGEND & ABBREVIATIONS

4 V-101 SURVEY CONTROL

5 C-101 DEMOLITION PLAN

6 C-201 SITE PLAN

7 C-301 GRADING PLAN

8 C-401 DETAILS

9 L-1 LANDSCAPE PLAN

10 LD-1 LANDSCAPE DETAILS

11 I-1 & 2 IRRIGATION PLAN

12 ID-1 & 2 IRRIGATION DETAILS

13 SE001 SYMBOLS & NOTES

14 SE002 ELECTRICAL SCHEDULES

15 SE003 ELECTRICAL SPECIFICATIONS

16 SE101 ELECTRICAL DEMOLITION PLAN

17 SE102 ELECTRICAL SITE PLAN

18 SE301 ONE-LINE DIAGRAM

19 SE401 ELECTRICAL DIAGRAMS

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7/20/26

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1. STANDARD DRAWINGS & SPECIFICATIONS: ALL CONSTRUCTION SHALL CONFORM TO ST. GEORGE CITY STANDARDS, UNLESS

SPECIFIED OTHERWISE.

2. PROPERTY & CONSTRUCTION LIMITS: ALL CONSTRUCTION WORK INCLUDING VEHICLES, EQUIPMENT, MATERIALS, ETC. SHALL BE KEPT WITHIN THE PROJECT BOUNDARIES. CONSTRUCTION IS INTENDED TO BE WITHIN THE SITE PROPERTY LIMITS. ANY WORK BEYOND CONSTRUCTION LIMITS IS TO BE APPROVED BY OWNER OR ENGINEER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN WRITTEN RIGHT OF INGRESS AND EGRESS SHOULD THEY VENTURE ONTO

PRIVATE PROPERTY WHICH IS NOT INCLUDED IN CONSTRUCTION LIMITS.

3. EXISTING IMPROVEMENTS: CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, WALLS, DRIVEWAYS, TRAFFIC SIGNS, WATERWAYS, FENCES, LANDSCAPING, TREES, RIPRAP, DITCHES, ASPHALT AND CONCRETE TRAILS, CURB AND GUTTER, MAILBOXES, SIDEWALK, AND OTHER IMPROVEMENTS. ANY SUCH IMPROVEMENTS REMOVED OR DAMAGED BY CONTRACTOR'S ACTIVITY SHALL BE REPLACED OR REPAIRED TO ORIGINAL OR BETTER CONDITION ACCORDING TO THE SPECIFICATIONS OF THE GOVERNMENTAL ENTITY HAVING JURISDICTION, AT THE

SOLE EXPENSE OF THE CONTRACTOR.

4. TESTING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED INSPECTION AND TESTING. WORK CONCEALED WITHOUT THE REQUIRED INSPECTION OR TESTING SHALL BE SUBJECT TO EXPOSURE AT THE CONTRACTOR'S SOLE

EXPENSE.

5. NON-CONFORMING WORK: WORK PERFORMED WHICH IS NOT IN CONFORMANCE WITH THE DRAWINGS AND/OR SPECIFICATIONS OR WITHOUT OWNER OR ENGINEER REPRESENTATIVE'S APPROVAL SHALL BE SUBJECT TO REMOVAL AND

REPLACEMENT AT THE CONTRACTOR'S SOLE EXPENSE.

6. WORK HOURS & CONSTRUCTION NOISE: THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES FROM 7 AM TO 7 PM ONLY AND NO CONSTRUCTION WORK WILL BE ALLOWED ON SATURDAYS, SUNDAYS, OR HOLIDAYS OBSERVED BY THE

OWNER UNLESS OTHERWISE APPROVED BY THE OWNER OR ENGINEER'S REPRESENTATIVE.

7. OSHA COMPLIANCE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL OSHA REGULATIONS AND

STANDARDS ARE COMPLIED WITH ON THE PROJECT SITE DURING THE CONSTRUCTION PERIOD.

8. EPA COMPLIANCE: THE CONTRACTOR SHALL MEET ALL DEPARTMENT OF ENVIRONMENTAL QUALITY AND U.S. EPA

REQUIREMENTS.

9. CONSTRUCTION ACTIVITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION ACTIVITIES PER THE CONTRACT DOCUMENTS. ANY ADDITIONS, DELETIONS, OR MODIFICATIONS SHALL FIRST MEET WITH THE WRITTEN

APPROVAL OF THE OWNER OR ENGINEER'S REPRESENTATIVE.

10. SETTLEMENT: CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF EXCAVATIONS, AND ANY

DAMAGE OF UTILITIES RESULTING FROM SETTLEMENT.

11. SURVEY MONUMENTS: CONTRACTOR SHALL NOT DESTROY, REMOVE, OR DISTURB ANY EXISTING SURVEY MONUMENTS WITHOUT AUTHORIZATION OF CONTROLLING AGENCY. NO PAVEMENT CUTTING OR REMOVAL SHALL BEGIN UNTIL ALL SURVEY MARKERS OR MONUMENT POINTS THAT HAVE THE POTENTIAL OF BEING DISTURBED BY THE CONSTRUCTION OPERATIONS HAVE BEEN PROPERLY REFERENCED BY A REGISTERED LAND SURVEYOR. ALL SURVEY MONUMENTS OR POINTS DISTURBED BY THE CONTRACTOR SHALL BE ACCURATELY RESET BY A REGISTERED LAND SURVEYOR AFTER ALL

RESTORATION AND RESURFACING HAS BEEN COMPLETED.

12. LANDSCAPE RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE, AND REPLACE EXISTING TOP SOIL (MINIMUM TOP 12 INCHES OF MATERIAL) WITHIN THE TRENCH CUT. CONTRACTOR SHALL GRADE AND RESTORE GROUND MATCHING OR EXCEEDING ORIGINAL LANDSCAPING CONDITIONS. THIS INCLUDES, BUT NOT LIMITED TO: TOPSOIL, GRASS, TREES, CONCRETE TRAIL, BOLLARDS, SPRINKLERS AND LANDSCAPE ROCKS, BARK AND VEGETATION. COORDINATE WITH OWNER ON

LANDSCAPING PRIOR TO RESTORATION.

13. DISCREPANCIES, OMISSIONS AND CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER'S REPRESENTATIVE OF ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE

DRAWINGS AND/OR SPECIFICATIONS BEFORE PROCEEDING WITH RELATED WORK.

14. CONSTRUCTION TIMELINE: THE CONTRACTOR RECOGNIZES THAT TIME IS OF THE ESSENCE WITH THIS PROJECT AND SHALL SELECT AND UTILIZE LABOR, EQUIPMENT, AND MATERIALS THAT MINIMIZE THE CONSTRUCTION TIMELINE. THE CONTRACTOR SHALL ALSO REGULARLY APPRISE THE OWNER OR ENGINEER'S REPRESENTATIVE OF THE ELEMENTS REQUIRING LONG

LEAD, INSTALLATION OR CURE TIMES.

15. PRE-CONSTRUCTION DOCUMENTATION: PRIOR TO CONSTRUCTION, THE CONTRACTOR IS REQUIRED TO DOCUMENT WITH DIGITAL PHOTOGRAPH OR VIDEO THE EXISTING DRIVEWAYS, WALL, FENCES, SIDEWALKS, LANDSCAPING AND ALL OTHER ELEMENTS THAT WILL BE DISTURBED BY CONSTRUCTION. THE DOCUMENTATION MUST BE PROVIDED UPON THE REQUEST

OF THE OWNER OR ENGINEER'S REPRESENTATIVE.

16. INCIDENTAL WORK: WORK INTENDED BY THE DRAWINGS AND SPECIFICATIONS, BUT NOT SPECIFICALLY IDENTIFIED IN A

PARTICULAR BID ITEM SHALL BE CONSIDERED INCIDENTAL TO THE OTHER BID ITEMS.

17. LEGAL DISPOSAL: ANY DEBRIS RESULTING FROM THE PROJECT IS TO BE DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DISPOSAL SITES AT WHICH DEBRIS MAY BE LAWFULLY WASTED.

GENERAL NOTES

1. EXISTING UTILITIES: UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE CONSIDERED APPROXIMATE AND FOR GENERAL INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE TO LOCATE AND PROTECT ALL UTILITIES IN THE PROJECT AREA, INCLUDING THOSE THAT MAY NOT BE SHOWN OR THAT MAY BE SHOWN INCORRECTLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY UTILITY DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS. RELOCATIONS AND/OR REPLACEMENTS OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE UTILITY OWNER. CONTRACTOR SHALL CONTACT, SCHEDULE, AND ESTABLISH UTILITY SHUT DOWN TIMES AND DETERMINE THE RELOCATION AND/OR REPLACEMENT REQUIREMENTS OF

EXISTING UTILITIES PRIOR TO THE START OF ANY WORK.

2. UTILITY FIELD VERIFICATION: CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES, PIPE SIZES AND OTHER UTILITIES BEFORE CONSTRUCTING ANY NEW SEWER, WATER, STORM DRAIN OR OTHER UTILITY LINES. REPORT ANY DISCREPANCIES BETWEEN EXPECTED LOCATION AND ACTUAL LOCATION TO THE OWNER OR

ENGINEER'S REPRESENTATIVE IMMEDIATELY.

3. ALIGNMENT & DEPTH: LAY PIPE TO DEPTH OR SPECIFIC SLOPE AND ALONG HORIZONTAL ALIGNMENT AS DEFINED IN THESE DRAWINGS. CONTRACTOR SHALL NOT DEVIATE FROM PROPOSED ALIGNMENT OR DEPTH. GRAVITY PIPE INSTALLATION SHALL REQUIRE LASER GRADE LINE BE USED AND WILL BE CHECKED PRIOR TO ANY PIPE ACCEPTANCE.

4. UTILITY IMPACTS: AVOID EXISTING UTILITIES WHERE POSSIBLE. WHERE IMPACTS TO UTILITIES ARE EXPECTED OR ENCOUNTERED, COORDINATE RELATED CONSTRUCTION ACTIVITIES AND REQUIRED UTILITY MODIFICATION WITH UTILITY OWNERS AND OWNER OR ENGINEER'S REPRESENTATIVE. THE CONTRACTOR SHALL INFORM AND COORDINATE PLANNED PROJECT CONSTRUCTION WITH ALL UTILITY OWNERS WITHIN PROJECT AREA PRIOR TO CONSTRUCTION.

UTILITY NOTES

1. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN AND ALL SIGNING BARRICADES AND TRAFFIC DELINEATION SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES - CURRENT EDITION. ALL TRAFFIC CONTROL PLANS ARE TO BE APPROVED BY OWNER OR ENGINEER'S REPRESENTATIVE PRIOR TO TRAFFIC CONTROL IMPLEMENTATION. PROVIDE A MINIMUM OF ONE WEEK FOR TRAFFIC CONTROL REVIEW AND APPROVAL.

2. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHILE CONSTRUCTION OCCURS AND ACCOMMODATE

LOCAL AND THROUGH TRAFFIC. CONTRACTOR MAY NOT DISRUPT MAIL SERVICE TO RESIDENTS.

3. ALL LOCAL CITIES, COUNTIES, EMERGENCY SERVICES (I.E. HOSPITALS), SCHOOL DISTRICTS, AND PROPERTY OWNERS SHALL BE NOTIFIED OF LANE LIMITATION AND/OR ROAD CLOSURES 14 DAYS PRIOR TO COMMENCEMENT OF LIMITATION OR CLOSURE. CENTRAL DISPATCH OF EACH IMPACTED AGENCY AND ADJOINING ENTITIES SHALL RECEIVE NOTIFICATION.

4. BASE COURSE MATERIAL SHALL NOT BE PLACED ON THE SUBGRADE UNTIL SUBGRADE REQUIREMENTS HAVE BEEN

COMPLETED AND ACCEPTED BY THE OWNER OR ENGINEER'S REPRESENTATIVE.

5. EXACT POINTS OF MATCHING, TERMINATION, OVERLAY AND PAVEMENT CUTTING MAY, WHERE APPLICABLE, BE DETERMINED

IN THE FIELD BY THE OWNER OR ENGINEER'S REPRESENTATIVE.

6. NO PAVING CONSTRUCTION SHALL BE STARTED UNTIL ALL UNDERGROUND UTILITIES WITHIN THE ROADWAY ARE

COMPLETED AND HAVE PASSED TESTING REQUIREMENTS.

7. ALL GRINDING AND/OR EPOXY PATCHING OF DAMAGED OR INCORRECTLY INSTALLED ELEMENTS SHALL NOT BE PERMITTED.

ALL REPAIRS SHALL BE MADE BY REPLACING WHOLE UNITS.

8. NO MATERIALS OR EQUIPMENT OF ANY KIND SHALL BE STORED OR STOCKPILED ON NEWLY PAVED ASPHALT OR CONCRETE

SURFACES.

9. ALL NEW PAVEMENTS AND CONCRETE SURFACE SHALL BE SWEPT CLEAN AND DEBRIS PROPERLY DISPOSED OF AND ALL SURVEY MONUMENTS SHALL BE FULLY INSTALLED AS WELL AS ALL UTILITY ADJUSTMENTS MADE PRIOR TO THE OWNER OR

ENGINEER'S REPRESENTATIVE RECOMMENDING FINAL ACCEPTANCE.

10. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES - CURRENT EDITION AND INSTALLED WITHIN FIVE DAYS OF COMPLETION OF THE FINAL LIFT OF ASPHALT.

CONTRACTOR SHALL SPOT MARK THE ENTIRE PROJECT BEFORE APPLYING ANY PAVEMENT MARKINGS AND NOTIFY THE OWNER OR ENGINEER'S REPRESENTATIVE FOR ACCEPTANCE BEFORE APPLYING ANY PERMANENT MARKINGS.

11. WHEN STRIPING OBLITERATION IS REQUIRED, IT SHALL BE ACCOMPLISHED BY WATER BLASTING UNLESS OTHERWISE APPROVED BY OWNER OR ENGINEER'S REPRESENTATIVE AND MAY BE REQUIRED BEYOND THE PROJECT LIMITS SO THAT THE NEW STRIPING WILL MATCH PERMANENT EXISTING PAVEMENT MARKINGS. IF OBLITERATION CAUSES SHADOWING, OR IN THE OPINION OF THE OWNER OR ENGINEER'S REPRESENTATIVE WILL CAUSE CONFUSION ON THE PART OF THE DRIVER, THE CONTRACTOR SHALL SEAL THE AREA WITH SLURRY. APPLYING PAINT OVER STRIPING SHALL NOT CONSTITUTE STRIPE

OBLITERATION.

ROADWAY & TRAFFIC CONTROL NOTES

UTILITY CONFLICT INFORMATION

UTILITY COMPANY CONTACT NAME UTILITY TELEPHONE

ST. GEORGE CITY KADE BRINGHURST SEWER & WATER 435-632-4001

ST. GEORGE CITY BARBARA BERRETT POWER 435-627-4896

LUMEN ROBERT VIGIL COMMUNICATION 801-238-0235

TDS TELECOM TIM WEESE CABLE 435-879-5201

ENBRIDGE GAS MARK HANSEN GAS 435-627-4896

UTAH TECH UNIVERSITY JON GIBB ELECTRIC, FIBER, GAS,

WATER, & SEWER 435-652-7551

1. ALL WATERLINE WORKS MUST BE INSTALLED BY A CONTRACTOR THAT HAS BEEN PRE-QUALIFIED BY THE CITY OF ST.

GEORGE WATER DEPARTMENT.

2. ALL CONSTRUCTION SHALL CONFORM TO THE “CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND CONSTRUCTION”, “THE INTERNATIONAL PLUMBING CODE”, AND THE “UNIFORM BUILDING CODE” LATEST EDITION AS

ADMINISTERED BY THE CITY OF ST. GEORGE.

3. CONTRACTOR SHALL POTHOLE ALL PIPELINES AND VERIFY LOCATION AND DEPTH PRIOR TO PROCEEDING WITH ANY BUILDING OR PIPELINE CONSTRUCTION. IF THE IN-FIELD CONDITION VARIES FROM DESIGN THE CONTRACTOR IS RESPONSIBLE FOR COSTS DUE TO CHANGES IN CONDITION. CITY MAPS ARE “BEST KNOWLEDGE” AND APPROXIMATE.

4. THE POTABLE WATER SUPPLY TO LAWN IRRIGATION SYSTEMS SHALL BE PROTECTED AGAINST BACKFLOW PER THE “INTERNATIONAL PLUMBING CODE (IPC)” SECTION 608.16.5 AND FIRE SPRINKLER SYSTEMS PER (IPC) 608.16.4.

5. ALL BACKFLOW ASSEMBLY INSTALLATION AND TEST REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF ST.

GEORGE BACKFLOW ORDINANCE 9-1-1997-5-6-5.

6. 14 GAUGE WIRE SHALL BE TAPED TO ALL WATER LINES FOR LOCATING PURPOSES. THE WIRE SHALL ALSO BE BROUGHT UP

AT EACH VALVE BOX AND HYDRANT.

7. THRUST RESTRAINT ON THE NEW PIPELINE WILL BE AS SHOWN ON THE DETAILS. USE MEGA-LUG ON THE FITTINGS AND

FIELD LOCK GASKETS ON THE REQUIRED LENGTH OF RESTRAINED PIPE.

8. ASPHALT REPLACED OVER THE PIPE TRENCHING IS TO MATCH EXISTING PAVEMENT DEPTHS WITH A 6” OVER CUT FROM

EDGE OF THE TRENCH ON EACH SIDE OF THE TRENCH.

9. CONTRACTORS SHALL CUT OFF AND CAP (BACK AT THE WATER MAIN), ALL EXISTING SERVICE LINES OR UNUSED STUB LINES

THAT WILL BE ABANDONED.

10. ANY CHANGES MADE IN THE FIELD MUST BE FIRST APPROVED AND DOCUMENTED BY THE CITY OF ST. GEORGE WATER

SERVICES REPRESENTATIVE.

11. ALL NEW FIRE HYDRANTS SHALL BE INSTALLED AT THE CORRECT HEIGHT. RISERS WILL NOT BE ALLOWED.

12. IRRIGATION WATER WORKS MAY REQUIRE ADDITIONAL APPROVALS FROM RESPECTIVE IRRIGATION COMPANIES.

CITY OF ST. GEORGE WATER NOTES

1. NO SEWER UNDER 9’ DEEP UNLESS APPROVED BY THE CITY OF ST. GEORGE.

2. ANY SEWERS NOT IN PUBLIC STREETS SHALL SHOW RECORDED EASEMENTS.

3. BUILDINGS MAY REQUIRE INTERCEPTORS AT A LATER DATE.

4. ALL SEWER MANHOLES SHALL HAVE “CITY OF ST GEORGE” LOGO LIDS FOR FINAL INSPECTION.

5. 100’ MAXIMUM SPACE BETWEEN SEWER LATERAL CLEANOUTS.

6. ALL CONSTRUCTION SHALL CONFORM TO THE “CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND

CONSTRUCTION”, “THE INTERNATIONAL PLUMBING CODE”, AND THE “UNIFOM BUILDING CODE” LATEST EDITION AS

ADMINISTERED BY THE CITY OF ST. GEORGE

CITY OF ST. GEORGE WASTEWATER NOTES

1. PRIMARY POWER FROM SWITCH TO SWITCH SHALL BE 750 WIRE IN 3” CONDUIT (90°C TEMP. RATING).

2. PRIMARY POWER FROM VAULT TO TRANSFORMER SHALL BE 1/0 WIRE IN 3” CONDUIT UNLESS OTHERWISE NOTED. ALL WIRE

SHALL HAVE A TEMPERATURE RATING OF 90°C.

3. SECONDARY POWER FROM TRANSFORMER TO METER: ALL WIRE SHALL HAVE A TEMPERATURE RATING OF 90°C AND

CONFORM TO CURRENT NEC REQUIREMENTS FOR ALLOWABLE AMPACITIES AND VOLTAGE DROP. WHERE SECONDARY POWER IS MAINTAINED BY ST. GEORGE ENERGY SERVICES (SGES), WIRE AND CONDUIT SIZES WILL BE SPECIFIED ON THE APPROVED JUC PLAN. SECONDARY WIRE MAINTAINED BY SGES SHALL BE ALUMINUM. OTHERWISE, SECONDARY WIRE AND

CONDUIT SHALL BE SIZED BY THE BUILDING ELECTRICAL ENGINEER.

4. CONTRACTOR TO FOLLOW ALL BLUE STAKES PROTOCOLS.

5. THE POWER DESIGN ON THIS UTILITY PLAN IS CONSIDERED BY SGES AS PRELIMINARY AND NON-BIDABLE UNTIL

ACCOMPANIED BY A JUC APPROVAL STAMP.

6. ALL PRIMARY UNDERGROUND POWER WORK AND STREET LIGHT INSTALLATION MUST BE PROVIDED AND INSTALLED BY A

CONTRACTOR THAT HAS BEEN PREQUALIFIED BY SGES AND MEET ALL SGES STANDARDS. ALL OVERHEAD WORK/INSTALLATION MUST BE COMPLETED BY SGES. INSPECTION FEES AND OTHER APPLICABLE COSTS ASSESSED BY SGES UPON JUC APPROVAL SHALL BE PAID PRIOR TO A PERMIT BEING ISSUED. OVERHEAD POWER OR OTHER WORK COMPLETED BY SGES WILL BE BILLED TO THE PREQUALIFIED CONTRACTOR/OWNER AND PAID PRIOR TO THE FINAL

INSPECTION.

7. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE LOCATIONS, ELEVATIONS, AND APPLICABLE EASEMENTS FOR EACH OF THE POWER FACILITIES THAT ARE TO BE INSTALLED WITH THE PROJECT. THE FINAL GRADE OF THE AREA/EASEMENT SHALL BE ESTABLISHED BEFORE CONSTRUCTION CAN BEGIN FOR ANY BURIED POWER, PAD MOUNT EQUIPMENT, OR OVERHEAD POWER. IF THE GRADE CHANGES AFTER THE CONSTRUCTION HAS BEEN COMPLETED, THE COST TO CHANGE THE ELEVATION SHALL BE BILLABLE TO THE OWNER. PAD MOUNT EQUIPMENT IS TYPICALLY PLACED 6-FT BEHIND TBC BUT SHALL NOT BE LESS THAN PAD MOUNT CLEARANCES IDENTIFIED IN THE CURRENT SGES UNDERGROUND STANDARDS.

CONTRACTOR SHALL PROVIDE APPLICABLE CONTROL SUCH AS TBC LOCATION AND ELEVATION, OR OTHER, PRIOR TO

PLACEMENT OF ELECTRICAL EQUIPMENT.

8. ALL JUC TRENCHES WILL BE BACKFILLED AND COMPACTED IN 6” TO 8” LIFTS TO A COMPACTION OF 95% IN ROADWAYS/SIDEWALKS AND 90% BEHIND SIDEWALK. TESTING IS TO BE DONE AT MIDDLE AND TOP OF TRENCH. TRENCH CONSTRUCTION SHALL CONFORM TO SGES DETAILS D13, D14, D15, & D18. ALTERNATE TRENCH CONSTRUCTION SHALL BE APPROVED BY SGES PRIOR TO INSTALLATION. TRANSFORMER PADS AND OTHER HEAVY ELECTRICAL EQUIPMENT SHALL BE BACKFILLED AND COMPACTED IN 6” TO 8” LIFTS TO A COMPACTION OF 95%. FIELD DENSITY REPORTS FROM AN ACCREDITED GEOTECHNICAL ENGINEERING COMPANY SHALL BE SUBMITTED TO THE SGES ENGINEERING DEPARTMENT UPON

COMPLETION OF THE PROJECT.

9. ALL CHANGES TO EXISTING GRADES NEAR EXISTING POWER UTILITIES MUST BE APPROVED BY SGES PRIOR TO

CONSTRUCTION.

10. ANY IN-FIELD CHANGES TO THE JUC APPROVED POWER DESIGN WILL BE AT THE DEVELOPER’S EXPENSE AND MUST BE

PRE-APPROVED AND DOCUMENTED BY SGES PRIOR TO INSTALLATION.

11. LANDSCAPING AROUND ALL PRIMARY POWER EQUIPMENT SHALL CONFORM TO SGES STANDARDS AND APPLICABLE SGES DETAILS. TREES PLANTED UNDER OVERHEAD POWER SHALL NOT GROW MORE THAN 15-FT WHEN FULLY MATURED. MATURE VEGETATION SHALL NOT OBSTRUCT SGES ACCESS TO OR INTO PAD MOUNT EQUIPMENT. NO ABOVE-GROUND IRRIGATION SYSTEMS ARE PERMITTED WITHIN 10-FT AROUND THE EQUIPMENT PADS. LANDSCAPE ROCK SHALL NOT EXCEED 1"

DIAMETER.

12. PLEASE REFERENCE THE CURRENT SGES UNDERGROUND STANDARDS FOR INFORMATION ON INSTALLATION GUIDELINES AND METERING STANDARDS. COORDINATE EQUIPMENT MARKING AND TAGGING REQUIREMENTS WITH THE SGES INPECTOR.

ST. GEORGE ENERGY SERVICES POWER NOTES

1. CALL ENBRIDGE GAS (FORMERLY DOMINION GAS) AT 801-324-3370, 48 HOURS PRIOR TO WORKING WITHIN 10 FEET OF ANY HIGH PRESSURE GAS LINE. THIS WILL SCHEDULE A COMPANY HIGH PRESSURE INSPECTOR TO BE PRESENT DURING

CONSTRUCTION ACTIVITIES NEAR THE HP GAS PIPELINES.

2. ALL HIGH PRESSURE GAS PIPELINES SHALL BE PROTECTED IN PLACE.

3. MAINTAIN AT LEAST 3 FEET HORIZONTAL AND 1 FOOT VERTICAL CLEARANCE, (OUTSIDE TO OUTSIDE) BETWEEN HIGH

PRESSURE GAS PIPELINES AND OTHER UTILITY PIPES, BOXES, MANHOLES, ETC.

4. NO VIBRATORY ON COMPACTION EQUIPMENT ALLOWED WITHIN 5 FEET OF THE OUTSIDE OF THE HIGH PRESSURE GAS LINE.

IF STATIC ROLLING OF THE ROAD BASE DOESN'T ACHIEVE MINIMUM COMPACTION SPECIFICATIONS, FLOW FILL WILL NEED TO BE USED OVER THE HP GAS PIPELINES. VIBRATORY PAVING EQUIPMENT IS OK TO USE OVER THE HP GAS PIPELINES.

5. FLOW FILL WILL ALSO NEED TO BE USED TO BACKFILL PROPOSED UTILITY CROSSINGS WITH THE HIGH PRESSURE GAS LINE, WHEN THE VERTICAL CLEARANCE IS LESS THAN 2 FEET FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. AT LEAST 12" MINIMUM FLOW SAND NEEDS TO BE INSTALLED DIRECTLY OVER THE HIGH PRESSURE GAS LINE, UNDER THE FLOW FILL. VISQUEEN PLASTIC NEEDS TO BE LAID OVER THE SAND TO PREVENT MIGRATION OF THE FLOW FILL INTO THE SAND.

6. CONTRACTOR TO PROVIDE ENBRIDGE GAS HP ENGINEER WITH A LIST OF CONSTRUCTION EQUIPMENT THAT WILL BE CROSSING AND WORKING OVER THE HIGH PRESSURE GAS PIPELINES. LOADING ANALYSIS NEEDS TO BE PERFORMED PRIOR TO THE START OF CONSTRUCTION TO DETERMINE IF THE EQUIPMENT IS SAFE TO CROSS THE HP GAS PIPELINES.

7. POTHOLES OF THE HIGH PRESSURE GAS PIPELINES SHALL BE DONE AT POINTS WHERE COVER DEPTHS ARE UNKNOWN, ESPECIALLY AT PROPOSED UTILITY CROSSINGS, SO THAT THE ABOVE REQUIREMENTS CAN BE FOLLOWED.

8. BLADED EXCAVATION VEHICLES SHALL NOT DROP THEIR BLADE TO CUT DIRECTLY OVER THE HIGH PRESSURE GAS LINES, WHERE THE COVER DEPTH IS LESS THAN 3 FEET. CAREFULLY DIG WITH A TRACKED EXCAVATOR ABOVE THE HIGH

PRESSURE GAS, WITH A COMPANY HIGH PRESSURE INSPECTOR OBSERVING.

ENBRIDGE GAS HP GAS NOTES

1. THE DEVELOPER WILL PROVIDE ALL REQUIRED TRENCH WITHIN THE PROJECT. ANY MODIFICATIONS ALONG THE PERIPHERY

TO FEED THIS PROJECT WILL BE BILLED TO THE DEVELOPER.

2. TDS WILL PLACE CONDUITS IN AN OPEN/JOINT TRENCH. PLEASE CONTACT TDS ENGINEERING AT 435-288-1415 AT LEAST 3

WEEKS PRIOR TO OPENING TRENCH TO CREATE DESIGN AND SCHEDULE WORK.

3. CONTACT TDS PRIOR TO CONSTRUCTING BUILDINGS FOR PREWIRE OPTIONS FOR FIBER OPTIC SERVICE. ANY OTHER QUESTIONS REGARDING CONSTRUCTION OF SERVICE SHOULD BE DIRECTED TO TDS ENGINEERING AT 435-288-1415.

4. RELOCATION OF NEW OR EXISTING TDS FACILITIES WILL BE BILLABLE TO THE DEVELOPER/CONTRACTOR.

5. ANY MODIFICATIONS AFTER CONDUIT/CABLE PLACEMENT WILL BE BILLABLE TO THE DEVELOPER/CONTRACTOR AS WILL

DAMAGES CAUSED BY OTHER CONTRACTORS WORKING FOR THE DEVELOPER ON THIS PROJECT.

TDS, CATV BROADBAND NOTES

1. DEVELOPER TO PLACE CONDUIT IN ALL JUC TRENCH AND STUB UP AT ALL POWER LOCATIONS. CONTACT LUMEN ENGINEER

FOR PRINT IF NEEDED.

2. LUMEN WILL PROVIDE ALL CONDUIT AND DELIVER TO JOB SITE. CALL 435-632-6553 SEVEN (7) DAYS PRIOR TO REQUIRING

CONDUIT TO SCHEDULE DELIVERY.

3. CONTRACTOR TO INSTALL CONDUIT AND PLACE PULL STRING IN ALL CONDUIT TO VERIFY CONDUIT INTEGRITY.

4. ALL CONDUIT IS 2" UNLESS OTHERWISE NOTED.

5. ANY QUESTIONS TO JUC APPROVED PLANS, PLEASE CONTACT LUMEN ENGINEER ZACH MATHEWS AT 435-673-9639.

6. ANY LUMEN FACILITY RELOCATIONS ASSOCIATED WITH PROJECT WILL BE BILLABLE TO OWNER/DEVELOPER. LUMEN

ENGINEER MUST BE CONTACTED A MINIMUM OF FOUR (4) WEEKS.

7. DEVELOPER IS RESPONSIBLE TO PROVIDE ALL STREET NAMES AND ADDRESSES WITHIN THREE (3) WEEKS OF UTILITY PLAN

APPROVAL. FAILURE TO PROVIDE ADDRESSED WILL RESULT IN A DELAY OF SERVICE TO PROJECT.

CENTURYLINK/LUMEN TELEPHONE NOTES

5. FLOW DIVERSION: CONTRACTOR WILL BE REQUIRED TO DIVERT EXISTING FLOWS OF WATER, STORMWATER, OR WASTEWATER FOR FULL DURATION OF PROJECT, OR UNTIL NEW UTILITIES ARE APPROVED AND ACTIVE.

6. UTILITY SHUTDOWN: ALL UTILITY SHUTDOWNS REQUIRE NOTICE AT LEAST 72 HOURS IN ADVANCE OR AS REQUIRED BY

UTILITY COMPANY.

7. TRENCH OPERATIONS: CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMANCE WITH LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PUBLIC AND PROTECTION OF PERSONNEL AND WORKERS. TRENCH SUPPORTS AND DEWATERING SHALL BE RESPONSIBILITY OF THE CONTRACTOR. MAXIMUM OPEN TRENCH DURING WORK HOURS SHALL BE 200 FEET AND ALL

TRENCHES SHALL BE BACKFILLED AND/OR PLATED DURING NON-WORKING HOURS.

8. POT HOLING: CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION BY POT HOLING A MINIMUM OF 400 FEET IN ADVANCE OF TRENCHING OPERATIONS TO CONFIRM

CLEARANCE FROM THE PROPOSED PIPELINES.

9. NEW PIPE PROTECTION: CONTRACTOR SHALL IMPLEMENT MEASURES DURING CONSTRUCTION THAT WILL PREVENT RUNOFF, DEBRIS AND SEDIMENT FROM ENTERING UNFINISHED PORTIONS OF THE NEW PIPE DURING CONSTRUCTION.

10. DEWATERING: GROUND WATER AND SURFACE WATER CONTROL SHALL BE PERFORMED AND RESPONSIBLY HANDLED BY THE CONTRACTOR ACCORDING TO, AND IN COMPLIANCE WITH, ALL LOCAL GOVERNING AUTHORITIES. HEAVY GROUND WATER AND/OR SURFACE WATER PUMPING MAY BE REQUIRED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE POTENTIAL PUMPING NEEDS. THE CONTRACTOR SHALL NOT RELY ON OWNER SUPPLIED PROCTOR, GROUND WATER AND/OR SURFACE WATER DATA. CONTRACTOR SHALL OBTAIN DEWATERING PERMIT AS NECESSARY.

11. MATERIAL CONDITION: INSTALL ALL MATERIALS ACCORDING TO MANUFACTURER RECOMMENDATIONS AND STATE AND LOCAL REQUIREMENTS. USE ONLY NEW AND UNUSED MATERIALS. ALL MATERIALS SHALL BE PROVIDED BY MANUFACTURERS REGULARLY ENGAGED IN PRODUCING SAID ITEMS, AND WHICH SHALL BE FIRST QUALITY, HEAVY DUTY, COMMERCIAL/INDUSTRIAL GRADE, SUITABLE FOR THE INTENDED USE.

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LEGEND &

ABBREVIATIONS

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PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

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\U ta h\ Pr oj ec ts \A ct iv e

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LEGEND

EXISTING PROPOSED DESCRIPTION

MAJOR CONTOUR

MINOR CONTOUR

CURB AND GUTTER

EDGE OF PAVEMENT

EDGE OF GRAVEL

STREET CENTERLINE

PROPERTY LINE

LOT LINE

SECTION LINE

SECTION CORNER

RIGHT-OF-WAY LINE

EASEMENT LINE

FENCE

SANITARY SEWER LINE

SANITARY SEWER - FORCE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEAN

OUT

WATER LINE

WATER TEE

WATER VALVE

WATER BEND (ANGLE NOTED)

WATER STUB / CAP

FIRE HYDRANT

WATER METER

WATER MANHOLE

PRESSURIZED IRRIGATION

LINE

IRRIGATION LINE

IRRIGATION TEE

IRRIGATION VALVE

IRRIGATION BEND (ANGLE

NOTED)

IRRIGATION STUB / CAP

IRRIGATION METER

IRRIGATION MANHOLE

IRRIGATION BOX

STORM DRAIN PIPE

CULVERT WITH FLARED END

SECTION

STORM DRAIN MANHOLE

LEGEND

EXISTING PROPOSED DESCRIPTION

STORM DRAIN COMBO BOX

STORM DRAIN INLET/CATCH

BASIN

JUNCTION STRUCTURE

BURIED ELECTRIC LINE

OVERHEAD ELECTRIC LINE

POWER POLE

GUY WIRE ANCHOR

ELECTRICAL EQUIPMENT

ELECTRICAL TRANSFORMER

GAS LINE

GAS VALVE

GAS METER

BURIED TELEPHONE

OVERHEAD

COMMUNICATIONS LINE

BURIED COMMUNICATIONS

LINE

OVERHEAD CABLE TV

BURIED CABLE TV

BURIED FIBER OPTIC LINE

COMMUNICATIONS

PEDESTAL

COMMUNICATIONS

HANDHOLE

GRADE TO DRAIN

EXTENTS OF GRADING

FIRE DEPARTMENT

CONNECTION

FIRE SPRINKLER RISER

STREET LIGHT

SIGN (SINGLE POLE, 2 OR

MORE POLES)

MAILBOX

ASPHALT PAVEMENT

CONCRETE FLATWORK

UNTREATED BASE COURSE

LANDSCAPE

RIP-RAP

UNDISTURBED EARTHWORK

COMPACTED FILL EARTWORK

FILTRATION BED

SPOT ELEVATION

SECTION INDICATOR

DETAIL

INDICATOR

EXISTING

IRR

AC ACRE

ACE ARMY CORPS OF ENGINEERS

AGGR AGGREGATE

ALT. ALTERNATE

APPR. APPROXIMATE

AR MH AIR RELEASE MANHOLE

ARV AIR RELEASE VALVE

ASSY. ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

AVE AVENUE

BFV BUTTERFLY VALVE

BH BORE HOLE

BITUM. BITUMINOUS

BK BACK

B.O. BY OTHERS

BOA BEGINNING OF ALIGNMENT

BOP BEGINNING OF PROJECT

BS BOTTOM OF STAIRS

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CB CATCH BASIN

C-C CENTER TO CENTER

CE/L CONSTRUCTION EASEMENT LINE

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST IRON PIPE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COMM. COMMUNICATION

CONC. CONCRETE

CONST. CONSTRUCTION

CU COPPER

CY/CU YD CUBIC YARD

DBL DOUBLE

DI DUCTILE IRON

DIA/D DIAMETER

DIP DUCTILE IRON PIPE

DR DRIVE

DRWY DRIVEWAY

DWG DRAWING

E. EAST

EA. EACH

EG EXISTING GRADE

EP/EOP EDGE OF PAVEMENT

ELEC. ELECTRICAL

EL/ELEV. ELEVATION

ELOH OVERHEAD ELECTRICAL

EOA END OF ALIGNMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EX/EXIST. EXISTING

EXT. EXTENSION

FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY

FES FLARED END SECTION

FG FINISHED GRADE

FH FIRE HYDRANT

FIRM FLOOD INSURANCE RATE MAP

FL FLOWLINE

FM FORCE MAIN

FO FIBER OPTIC

FS FINISHED SURFACE

FT FOOT/FEET

GALV. GALVANIZED

GB GRADE BREAK

GR GRATE

GV GATE VALVE

HDPE HIGH-DENSITY POLYETHYLENE

HMA HOT MIX ASPHALT

HOR. HORIZONTAL

HP HIGH POINT

HYD. HYDRANT

IN. INCH

I.D. INSIDE DIAMETER

INV. INVERT

IRR. IRRIGATION

INS. INSERT

LEN. LENGTH

LF LINEAR FEET

LP LOW POINT

LT LEFT

MAX MAXIMUM

MFG. MANUFACTURER

MH MANHOLE

MIN. MINIMUM

MJ MECHANICAL JOINT

N. NORTH

NO. NUMBER

NTS NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OH OVERHEAD

OSHA OCCUPATION SAFETY & HEALTH ADMIN.

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PI POINT OF INTERSECTION

PL PROPERTY LINE

POLY POLYETHYLENE

POT. POTABLE

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PUE PUBLIC UTILITY EASEMENT

RAD/R RADIUS

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

ROW RIGHT-OF-WAY

RR RAILROAD

RT RIGHT

S. SOUTH

SAN SANITARY

SCH. SCHEDULE

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SF/SQ FT SQUARE FEET

SHT SHEET

SIM. SIMILAR

SS SANITARY SEWER

ST STREET

STA STATION

STD STANDARD

SW SIDEWALK

SY/SQ YD SQUARE YARD

TA TOP OF ASPHALT

TBC TOP BACK OF CURB

TBR TO BE REMOVED

TC TOP OF CONCRETE

TOP TOP OF PIPE

TS TOP OF STAIRS

TW TOP OF WALL

TYP. TYPICAL

VAR. VARIES

VERT. VERTICAL

WAT. WATER

WL WATER LINE

ABBREVIATIONS

OHE

UGE

SD

IRR

PI

W W

SAN

R/W

UGE

UGE

CP CP

SD

IRR

W W

SAN

R/W

CATV

CATV

COMM

COMM

CATV

CATV

COMM

COMM

T T T

G

FO

G

IRR

S

CO

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H

CP

FD

A1 A-101

IRR

IRR

W

W

D

CI

S

CO

G

H

CP

FD

PI

D D

CP CP

FO

T T T

9990.359990.35

IRRIRR

IRR IRR

SS SSSS SS

G G

CB

A1 A-101

CUT FILL

COORDINATE SYSTEM & PROJECT INFO

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 (NAD83)

VERTICAL DATUM: NORTH AMERICAN VERTICAL

DATUM 1988 (NAVD88)

COORDINATE SYSTEM: US STATE PLANE 1983, (2011)

UTAH SOUTH ZONE 4303

PROJECT UNITS: US SURVEY FOOT

PROJECT HEIGHT: 2681.00

GEOID MODEL: GEOID18 (CONUS)

FALSE NORTHING: 0

FALSE EASTING: 0

COMBINED SCALE FACTOR: 1.00011069

NOTE:

THE CONTROL SURVEY WAS PERFORMED IN ST.

GEORGE HCN WITH A GROUND SCALE FACTOR OF

1.00011069. ALL SURVEY CONTROL COORDINATES

AND ELEVATIONS WERE ESTABLISHED USING THE

UTAH REFERENCE

NETWORK GLOBAL POSITIONING SYSTEM (TURN

GPS).

POINTS WERE SCALED FROM COORDINATE 0,0 IN THE

NAD 83 US STATE PLANE UTAH SOUTH ZONE

COORDINATE SYSTEM USING THE COMBINED SCALE

FACTOR LISTED ABOVE.

SURVEY CONTROL MAG NAIL

LEGEND

X X

X X

X X

X X

IRR

IRR

IRR

IRR

IRR

E

TABERNACLE ST.

1OO SOUTH

EA

ST

EA

ST

SURVEY CONTROL POINTS

POINT #

NORTHING

10010652.30

10010750.75

10010702.25

EASTING

1037558.30

1037561.11

1037604.74

ELEVATION

2757.6560

2762.4480

2761.2990

DESCRIPTION

CP MAG

CP MAG

CP MAG

0 40' 80'20'

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CONTROL

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PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

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\IF

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SCALE: 1" = 40'

SURVEY CONTROL PLAN1

07.20.26

SHEET NOTES

1. IF AN UNMARKED GRAVE IS FOUND DURING

WORK ACTIVITIES, THE CONTRACTOR SHALL

CEASE WORK IMMEDIATELY AND CONTACT

CEMETERY PERSONNEL FOR DIRECTION ON

HOW TO PROCEED.

2. PROTECT ALL EXISTING SITE FEATURES

INCLUDING TREES, BURIAL MONUMENTS, SIGNS,

LANDSCAPE, HARDSCAPE, UTILITIES, AND

OTHER EXISTING FEATURES UNLESS

OTHERWISE NOTED.

3. 3. EXISTING LANDSCAPING IMPACTED BY

CONTRACTOR SHALL BE GRADED AND

RESTORED TO MATCH OR EXCEED ORIGINAL

CONDITIONS.

4. COORDINATE CONSTRUCTION SEQUENCING

WITH CITY STAFF WHICH INCLUDES SENSITIVITY

AROUND CEMETERY EVENTS SCHEDULING.

LEGEND

DEMOLITION KEYNOTES

REMOVE ASPHALT

REMOVE CURB & GUTTER

DEMOLISH BUILDING

REMOVE RETAINING WALL

REMOVE HEDGE

RELOCATE IRRIGATION VALVE BOX, SEE

SHEET L-201

RELOCATE ELECTRICAL SERVICE METER

(COORDINATE W/ ST. GEORGE POWER

DEPARTMENT)

PROTECT IN PLACE ASPHALT

PROTECT IN PLACE CURB & GUTTER

PROTECT IN PLACE HEADSTONE MONUMENT

PROTECT IN PLACE TREE

PROTECT IN PLACE IRRIGATION VALVE BOX

NOT USED

LIMIT OF DISTURBANCE; NO WORK,

EQUIPMENT, OR STOCKPILING BEYOND

REMOVE CONCRETE FLATWORK

REMOVE CONCRETE FLATWORK

REMOVE ASPHALT

REMOVE CURB & GUTTER

DEMOLISH BUILDING

REMOVE RETAINING WALL

LIMIT OF DISTURBANCE

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

IRR

IRR

IRR

IRR

IRR

E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

U G

E U

G E

U G

E U

G E

U G

E U

G E

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

1 3

10 10

X X

X X

X X

X X

IRR

IRR

IRR

IRR

IRR

E

TABERNACLE ST.

1OO SOUTH

EA

ST

SEE COLUMBARIUM

DEMOLITION PLAN

10'

10'

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHEOHE

O H

E O

H E

O H

E O

H E

OHEOHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E

O H

E O

H E

OHE OHE

OH

E

OHE

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E

U G

E U

G E

U G

E

UGE

UGE

U G

E

SDSD

SD

SD

CB

D CBCB

D

CB

CB

D CB

D

CB

CB

CB

IRRIRRIRRIRRIRRIRRIRRIRR

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IRR

IRR

IRR

SANSAN

SAN

SA

N

SANSANSANSANSANSANS

S

S

W W W W W W W W W W W W W

W W W W W W W W W W

W W

J

J

J

J

J

J

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

FOFOFOFOFO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FOFO

FO

FO

FO

FO

FO

FO

FO

FO

FO

E

E

SCALE: 1" = 10'

COLUMBARIUM DEMOLITION PLAN2 0 10' 20'

N

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DEMOLITION

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PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

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SHEET TITLE

S.

D ixi e D riv e, St e.

St . G eo rg e, UT

5.9

.0

0 40' 80'20'

N

SCALE: 1" = 40'

OVERALL DEMOLITION PLAN1

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

IRR

IRR

IRR

IRR

IRR

E

452 LF

452 LF

412 LF

413 LF

412 LF

46 LF

5 96 LF

5 23 LF

6 9

7 EA

7 EA

3 EA

3 EA

3 EA

3 EA

11 11

6 EA

18 LF

N: 10010719.4630 E: 1037632.7346

N: 10010718.6211 E: 1037662.7370

N: 10010681.6356 E: 1037661.7015

N: 10010682.4776 E: 1037631.6967

N: 10010698.9711 E: 1037632.1596

N: 10010703.9691 E: 1037632.2998

R6' TYP.

5'

EXTEND TURF TO PROPOSED

LANDSCAPE CURB (TYP) 19

EXTEND TURF TO PROPOSED

LANDSCAPE CURB (TYP) 19

2' MIN TO BURIAL PLOT

+/- 3'

2' MIN TO BURIAL PLOT

+/- 4'

SHEET NOTES

1. IF AN UNMARKED GRAVE IS FOUND DURING

WORK ACTIVITIES, THE CONTRACTOR SHALL

CEASE WORK IMMEDIATELY AND CONTACT

CEMETERY PERSONNEL FOR DIRECTION ON

HOW TO PROCEED.

2. PROTECT ALL EXISTING SITE FEATURES

INCLUDING TREES, BURIAL MONUMENTS, SIGNS,

LANDSCAPE, HARDSCAPE, UTILITIES, AND

OTHER EXISTING FEATURES UNLESS

OTHERWISE NOTED.

3. EXISTING LANDSCAPING IMPACTED BY

CONTRACTOR SHALL BE GRADED AND

RESTORED TO MATCH OR EXCEED ORIGINAL

CONDITIONS.

4. COORDINATE CONSTRUCTION SEQUENCING

WITH CITY STAFF WHICH INCLUDES SENSITIVITY

AROUND CEMETERY EVENTS SCHEDULING.

LEGEND

SITE KEYNOTES

ASPHALT PATCH W/BASE

4" CONCRETE FLATWORK W/BASE

CONCRETE CURB & GUTTER

6" CONCRETE LANDSCAPE CURB

8" BRICK PAVERS W/ METAL

RESTRAINTS

REINFORCED COLUMBARIUM PAD

W/BASE

COLUMBARIUM - TYPE A, Ø 6'-8"

(BY OTHERS)

COLUMBARIUM - TYPE B, 9'-6" x 3'

(BY OTHERS)

COLUMBARIUM - TYPE C, 20'-5" x 1'-9"

(BY OTHERS)

GROUND BURIAL URN (BY OTHERS)

3'-6" CREMATION BENCH (BY OTHERS)

INSTALL OVERHEAD TRELLIS

CONCRETE CURB WALL

CONCRETE SEAT WALL W/ PRE-CAST

CAP

CMU BLOCK FENCE & RETAINING

WALL

LANDSCAPE AREA, SEE SHEET L-101

NOT USED

5" COLUMBARIUM PLAZA FLATWORK

W/ BASE

TURF GRASS & SPRAY IRRIGATION

SYSTEM REPAIR, SEE SHEET L-102

1 C-401

2 C-401

3 STD

4 C-401

5 C-401

6 C-401

C-401

C-401

C-401

C-401

18 C-401

ASPHALT PATCH

CONCRETE

REINFORCED CONCRETE

LANDSCAPE AREA, SEE SHEET L-101

8" BRICK PAVERS W/ METAL RESTRAINTS

LIMIT OF DISTURBANCE

X X

X X

X X

X X

IRR

IRR

IRR

IRR

IRR

E

TABERNACLE ST.

1OO SOUTH

EA

ST

SEE COLUMBARIUM

SITE PLAN

CONTRACTOR TO ADJUST IRRIGATION

SYSTEM, COORDINATE W/ CITY

GRADE TO MATCH

SURROUNDING

AREA

EXTEND TURF TO PROPOSED

LANDSCAPE CURB (TYP) 19

EXTEND TURF TO PROPOSED

LANDSCAPE CURB (TYP)

EXTEND TURF TO PROPOSED

LANDSCAPE CURB (TYP) 19

SCALE: 1" = 10'

COLUMBARIUM SITE PLAN2 0 10' 20'

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C-201

SITE PLAN

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DESIGN BY:

CHECKED BY:

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\IF

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SHEET TITLE

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D ixi e D riv e, St e.

St . G eo rg e, UT

5.9

.0

0 40' 80'20'

N

SCALE: 1" = 40'

OVERALL SITE PLAN1

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

IRR

IRR

IRR

IRR

IRR

E

27602760

M

M

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E

OHE

OHE

OHE

OHE

OHE

OHE

O H

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UGE

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FG:2762.27

FG:2762.49

FG:2762.10 FG:2762.46

FG:2762.08

FG:2761.91FG:2761.70

FG:2761.72

FF:2762.37

FF:2762.43

FF:2762.16

FF:2761.97

FG:2761.95

FG:2761.87

SW:2760.98

SW:2761.32

SW:2761.56 SW:2761.85

SW:2760.76

SW:2761.24 SW:2761.48 SW:2761.77

TC:2760.67

TC:2760.90

EG:±2760.35

EG:±2760.87

FG:2762.37

FG:2762.26

FG:2762.21 FG:2762.32

FG:2762.42

FG:2762.44

FG:2762.09

FG:2762.11

FG:2761.81

FG:2761.86

FG:2761.97

FG:2761.93

FG:2762.03FG:2762.04

FG:2762.15

FG:2762.14

TRANSITION CONCRETE

TO MATCH SIDEWALK

TRANSITION CONCRETE

TO MATCH SIDEWALK

SHEET NOTES

1. IF AN UNMARKED GRAVE IS FOUND DURING

WORK ACTIVITIES, THE CONTRACTOR SHALL

CEASE WORK IMMEDIATELY AND CONTACT

CEMETERY PERSONNEL FOR DIRECTION ON

HOW TO PROCEED.

2. PROTECT ALL EXISTING SITE FEATURES

INCLUDING TREES, BURIAL MONUMENTS, SIGNS,

LANDSCAPE, HARDSCAPE, UTILITIES, AND

OTHER EXISTING FEATURES UNLESS

OTHERWISE NOTED.

3. EXISTING LANDSCAPING IMPACTED BY

CONTRACTOR SHALL BE GRADED AND

RESTORED TO MATCH OR EXCEED ORIGINAL

CONDITIONS.

4. EXISTING ELEVATIONS ARE APPROXIMATE.

5. COORDINATE WITH THE CITY FOR AN

APPROVED LOCATION TO WASTE ALL

ADDITIONAL CLEAN EXCESS EXCAVATED

NATIVE MATERIAL.

6. COORDINATE CONSTRUCTION SEQUENCING

WITH CITY STAFF WHICH INCLUDES SENSITIVITY

AROUND CEMETERY EVENTS SCHEDULING.

LEGEND

GRADING KEYNOTES

MATCH EXISTINGM

ASPHALT PATCH

CONCRETE

REINFORCED CONCRETE

LANDSCAPE AREA, SEE SHEET L-101

8" BRICK PAVERS W/ METAL RESTRAINTS

LIMIT OF DISTURBANCE

SCALE: 1" = 10'

GRADING PLAN1 0 10' 20'

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GRADING PLAN

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DATE:

DESIGN BY:

CHECKED BY:

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\U ta h\ Pr oj ec ts \A ct iv e

\IF

9.

St

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D ixi e D riv e, St e.

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5.9

.0

SYM BOTANICAL NAME COMMON NAME SIZE

LANDSCAPING LEGEND

TREES

LAGERSTROEMIA 'ARAPAHO' ARAPAHO CRAPE MYRTLE 24" BOX

LAGERSTROEMIA 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE 24" BOX

PISTACIA CHINENSIS 'RED PUSH' RED PUSH PISTACHE 24" BOX

QUERCUS BUCKLEYI RED ROCK OAK 24" BOX

QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX

SHRUBS

CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM 15 GAL

HYMENOXYS ACAULIS PERKY SUE 1 GAL

ILEX VOMITORIA 'NANA' DWARF YAUPON HOLLY 5 GAL

LAGERSTROEMIA 'DYNAMITE RED' MULTIDYNAMITE RED CRAPE MYRTLE 15 GAL

LAGERSTROEMIA 'MONKIE' PINKY PETITE CRAPE MYRTLE 15 GAL

LEUCOPHYLLUM FRUTESCENS 'GREEN CLOUD'GREEN CLOUD TEXAS SAGE 5 GAL

LIGUSTRUM JAPONICUM 'TEXANUM' TEXAS PRIVET 5 GAL

NERIUM OLEANDER 'DWARF RED' DWARF RED OLEANDER 5 GAL

NERIUM OLEANDER 'DWARF WHITE' DWARF WHITE OLEANDER 5 GAL

SOPHORA SECUNDIFLORA TEXAS MOUNTAIN LAUREL 15 GAL

LANDSCAPE MATERIALS LEGEND

ROCK - REBEL RED, 1" IN. - 2" DEPTH IN PLANTING

AREAS WHERE SHOWN

Know what's below.

before you dig.Call

R

NORTH

MATCHLINE B-B

1 inch = ft.

( IN FEET )

020 20 40

A

LD-1

A

LD-1

DETAIL #

SHEET #

PL

A

N

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L-1

DATE:

DRAWN BY:

CHECKED BY:

CH

PS

10/22/2026

SHEET

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TPAUL K. STEAD

#8857289-5301

ST A T E OF UT A H

MATCHLINE A-A

MATCHLINE B-B

MATCHLINE A-A

TABERNACLE ST.

100 S.

B

LD-1

A

LD-1

B

LD-1

A

LD-1

B

LD-1

EXISTING TREES TO REMAIN

EXISTING TREE TO REMAIN

8"

MIN.

FLEX STRAP™ TREE TIE. TIGHTEN ONLY

ENOUGH TO KEEP RUBBER STRAP FROM

SLIPPING.

FOR FLAT AREAS PLACE STAKES PARALLEL

TO PREVAILING WINDS.

FOR SLOPE AREAS PLACE STAKES

PARALLEL TO CONTOUR.

BAMBOO STAKES 1" DIAMETER

1 FOR 1 GALLON, WINDWARD SIDE,

TREES TALLER THAN 3' FEET IN HEIGHT

LODGEPOLE PINE STAKES 2" DIAMETER

1 FOR 5 GALLON, WINDWARD SIDE

2 FOR 15 GALLON & 24" BOX

DO NOT STAKE 36" AND GREATER BOX

SIZE. USE TREE GUYING.

STAPLE OR NAIL FLEX STRAP™

TREE TIE TO TREE STAKE

TREE STAKE

FLEX STRAP™

TREE TIE

TREE TRUNK

6" MIN.

5' -0

" M

IN

SE

E N

O

TE

2x WIDTH OF CONTAINER

PREVAILING

WINDS

PREPARED PLANTING AREA

8"

REMOVE NURSERY STAKE & TIES

2" LAYER OF MULCH. KEEP MULCH

12" CLEAR FROM TRUNK.

CUT CIRCLED AND MATTED ROOTS FROM

NURSERY ROOTBALL

UNDISTURBED NATIVE OR COMPACTED

IMPORT DIRECTLY UNDER ROOTBALL

NOTE:

PLANT PIT DEPTH TO BE 1" LESS THAN

ROOTBALL DEPTH. CROWN BOTTOM OF PIT

SO THAT TREE WILL SIT AT 3" ABOVE GRADE.

SCARIFY SIDES OF PLANTING HOLE

PLANTING SOIL FIRM BUT NOT COMPACTED

6" TALL BERM TO MAKE WATER BASIN.

REMOVE 60 DAYS AFTER PLANTING.

INSTALL SHRUB 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

TAPER DOWN DEPTH

OF MULCH AT CROWN

OF PLANT

SCARIFY SIDES OF

PLANTING HOLE

2 X ROOTBALL

DIAMETER

NOTE: EXCAVATE SHRUB

PITS AS ROUND PLANTING

HOLES

EXISTING SUBGRADE

PLANTING SOIL

MULCH

Know what's below.

before you dig.Call

R

PL

A

N

TI

N G

D

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A

IL

S, N

O

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S, S C

H

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LD-1

DATE:

DRAWN BY:

CHECKED BY:

CH

PS

10/22/2026

SHEET

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TPAUL K. STEAD

#8857289-5301

ST A T E OF UT A H

MATERIAL SCHEDULE

(ALL QUANTITIES LISTED ARE FOR CONVENIENCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE QUANTITIES.)

MATERIAL DESCRIPTION SIZE DEPTH UNIT QUANTITY

ROCK MULCH REBEL RED ROCK 1/2" - 1" DIA. 2" DEPTH IN ALL PLANTING AREAS WHERE SHOWN CY 84

PLANTING SOIL PER SECTION 329100 - PLANTING SOIL

FOR PLANTS N/A SEE PLANTING DETAILS A-B CY 8 - ORGANIC MATTER

29 - EXISTING SOIL

PLANT SCHEDULE

(ALL QUANTITIES LISTED ARE FOR CONVENIENCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE QUANTITIES.)

PLANTS SCIENTIFIC NAME COMMON NAME SIZE SPACING UNIT QTY.

TREES LAGERSTROEMIA 'ARAPAHO' ARAPAHO RED CRAPE MYRTLE 24" BOX AS SHOWN EA 7

LAGERSTROEMIA 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE 24" BOX AS SHOWN EA 4

PISTACIA 'RED PUSH' RED PUSH PISTACHE 24" BOX AS SHOWN EA 6

QUERCUS BUCKLEYI RED ROCK OAK 24" BOX AS SHOWN EA 2

QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX AS SHOWN EA 6

SHRUBS CHAMAEROPS HUMLIS MEDITERRANEAN FAN PALM 15 GAL AS SHOWN EA 18

HYMENOXYS ACAULIS PERKY SUE 1 GAL AS SHOWN EA 49

ILEX VOMITORIA 'NANA' DWARF YAUPON HOLLY 5 GAL AS SHOWN EA 29

LAGERSTROEMIA 'DYNAMITE RED' DYNAMITE RED CRAPE MYRTLE 15 GAL AS SHOWN EA 4

LAGERSTROEMIA 'MONKIE' PINKY PETITE CRAPE MYRTLE 15 GAL AS SHOWN EA 4

LEUCOPHYLLUM 'GREEN CLOUD' GREEN CLOUD TEXAS SAGE 5 GAL AS SHOWN EA 8

LIGUSTRUM JAPONICUM 'TEXANUM' TEXAS PRIVET 5 GAL AS SHOWN EA 13

NERIUM OLEANDER 'DWARF RED' DWARF RED OLEANDER 5 GAL AS SHOWN EA 11

NERIUM OLEANDER 'DWARF WHITE' DWARF WHITE OLEANDER 5 GAL AS SHOWN EA 12

SOPHORA SECUNDIFLORA TEXAS MOUNTAIN LAUREL 15 GAL AS SHOWN EA 8

LANDSCAPING AND PLANTING NOTES

1. THESE GENERAL NOTES ARE PROVIDED FOR CONVENIENCE ONLY. TECHNICAL SPECIFICATIONS ARE FULLY COVERED IN SECTIONS 328400, 329100, 329200A AND

329300.

2. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK.

3. 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.

4. 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).

5. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY PROJECT MANAGER OR LANDSCAPE ARCHITECT.

6. 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)

7. 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 SYNTHETICS 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.

8. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS.

9. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED.

10. 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.

11. THE CONTRACTOR SHALL PROVIDE PLANTING SOIL AS PER THE CONTRACT SPECIFICATIONS.

12. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS ON DRIP SYSTEM SHALL THEN BE WATERED

ON A REGULAR SCHEDULE DURING THE FIRST GROWING SEASON.

13. THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL ON DRIP SYSTEM FOR ONE-YEAR AFTER DATE OF FINAL ACCEPTANCE.

14. PLANTING PITS- THE PLANTING SOIL SHALL HAVE A MINIMUM OF 20% ORGANIC MATERIAL. REFER TO SPECIFICATIONS.

15. FINISH GRADE OF ROCK MULCH WILL BE 1" BELOW TOP OF CURB OR SIDEWALK, EXCEPT WHERE INDICATED.

16. ALL WORK AND MATERIALS MUST MEET CITY OF ST. GEORGE STANDARDS.

17. LANDSCAPE TO BE INSTALLED BY A LANDSCAPE CONTRACTOR THAT MEETS STATE AND LOCAL LICENSE REQUIREMENTS.

SCALE: NO SCALE

TREE PLANTING AND STAKING DETAILA

SCALE: NO SCALE

SHRUB PLANTING DETAILB

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before you dig.Call

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DATE:

DRAWN BY:

CHECKED BY:

CH

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10/22/2026

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TPAUL K. STEAD

#8857289-5301

ST A T E OF UT A H

MATCHLINE B-B

MATCHLINE A-A

TABERNACLE ST.

100 S.

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MATCHLINE B-B

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SHRUBS

VALVE #

VALVE SIZE

20 GPM 0

2"

GALLONS PER MINUTE

9 GPM

SHRUBS 1"

SEE SHEET I-2 FOR

IRRIGATION EQUIPMENT

SCHEDULE

(1) 4" SLEEVE

(2) 4" SLEEVES

(1) 4" SLEEVE

1" SCH 40 PVC DRIP

LINE IN TURF, TYP.

TREES

1" SCH 40 PVC DRIP

LINE IN TURF, TYP.

(1) 4" SLEEVE

(1) 4" SLEEVE

EXISTING MAINLINE

9 GPM

SHRUBS 1"

9 GPM

13 TREES 1"

8 GPM

11 TREES 1"

LOCATION OF NEW

CONTROLLER T.B.D.

1. LOCATION OF THE MAINLINES & CONTROLLER WIRE

AS SHOWN ON PLAN IS DIAGRAMMATIC ONLY.

2. SEE SHEET I-1 FOR NUMBER & LOCATION OF SLEEVES

& CONTROLLER WIRE.

3. POC's, BALL VALVES, QUICK COUPLERS, VALVES, PULL BOXES, MAINLINES, & SLEEVES SHOWN ON THE

PLAN ARE FOR REFERENCE ONLY. CONTRACTOR

SHALL VERIFY ALL QUANTITIES TO ENSURE A

WORKING AND COMPLETE IRRIGATION SYSTEM.

4. ALL MAINLINES, LATERAL LINES, DRIP LINES THAT

ARE INSTALLED IN THE TURF AREA SHALL NOT BE

MORE THAN 12" INCHES FROM THE BACK OF CURB

OR WALL IN THE TURF AREA.

5. IRRIGATION TRENCHES SHALL NOT BE EXCAVATED UNTIL

LOCATION IS MARKED BY CONRACTOR & APPROVED BY

THE SEXTON AND/OR CITY PROJECT MANAGER.

NOTES:

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1"

1"

2"

1-1/2"2"

1- 1/ 2"

1- 1/ 2"

1-1/2"

1-1/2"

PB

2"2"

SYMBOL MAKER DESCRIPTION DETAIL

RAIN BIRD TURF VALVE, SIZE ON PLAN; MODEL NO. 200-PESB-R; WITH

RAIN BIRD TWO-WIRE DECODER, MODEL NO. FD-TURF

CONTROL ZONE KIT, MODEL NO. XCZ-100-PRB-COM; WITH

RAIN BIRD TWO-WIRE DECODER, MODEL NO. FD-TURF

APPROVED PULL BOX

2" SCH 40 PVC MAINLINE

SCH 40 PVC SLEEVE. SIZE & NUMBER NOTED ON PLAN.

14 U.F. MAXI-WIRE CONTROLLER WIRE IN 1" GRAY

SCH 40 PVC CONDUIT

A,B,D,E,H,K

TORO 1" BLUE STRIPE HOSE, MODEL NO. T-EHD2667-066A B,D,H,I,J

5/8" BROWN DRIP IN® PC, MODEL NO. PCB1810-12 WITH 1.0

GPH, 12" EMITTER SPACING

C

PB

IRRIGATION LEGEND

RAIN BIRD

APPROVED

APPROVED

APPROVED

TORO

APPROVED SCH 40 PVC LATERAL LINE, SIZE NOTED ON PLAN C,D,E,G,H

B,D,E,F,G,H

NOTE: SEE SHEETS ID-1 & ID-2 FOR IRRIGATION DETAILS

APPROVED 2" BRASS GATE VALVE B, E, F

SINGLE OUTLET EMITTER SCHEDULE

ONE - (1) 2.0 GPH EMITTER PER 1 GAL. SHRUBS

TWO - (2) 2.0 GPH EMITTERS PER 5 GAL. SHRUBS

THREE - (3) 2.0 GPH EMITTERS PER 15 GAL. SHRUBS

A

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B

K

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RAIN BIRD RAINBIRD ESP TWO-WIRE CONTROLLER, MODEL NO. ESP-LXD, WITH IQ RADIO

CONTROLLER, MODEL NO. IQ-NCC-RS; PEDESTAL MODEL NO. LXMMSSPED

CW

APPROVED 1" SCH 40 PVC BALL VALVE (MANUAL DRAIN VALVE) L

MAKER MODEL NUMBER - DESCRIPTION

TURF IRRIGATION LEGEND

PATTERNNOZZLE IN / HR PSI RADIUS DETAILGPMHEAD SYMBOL

LEGEND

8005-SS-NP-08 ROTORRAIN BIRD 0.53 49'6.6VARIABLE 0° - 360°#8 NOZZLE - RAIN CURTAIN 50 C

RAIN BIRD12

8005-SS-NP-12 ROTOR 0.66 57'11.1VARIABLE 0° - 360°#12 NOZZLE - RAIN CURTAIN 50 C

Know what's below.

before you dig.Call

R

NORTH

1 inch = ft.

( IN FEET )

010 10 20

IR

R

IG

A

TI

O

N P

LA

N

TU

R F

I-2

DATE:

DRAWN BY:

CHECKED…