10-02-CR27005-26361490-Approved Plans.pdf

Regional Map

REDW

OOD ROAD/CAM

P W

ILLIAM

S ROAD

UTAH STATE VETERANS

MEMORIAL CEMETERY

17000 SOUTH/JORDAN NARROWS ROAD

Project Area 17111 South Camp Williams Road Bluffdale, Utah

Vicinity Map

North

UTAH VETERANS MEMORIAL CEMETERY - COLUMBARIUM EXPANSION

JULY 01, 2026

SHEET INDEX

Landscape Architect - Prime Consultant G Brown Design Inc.

678 East Vine Street, Suite 10 Murray , Utah 84107

Contact: Mathew Winward P: (801) 575-6066

General Notes and Special Inspections GN-001

Accessible Route Plan GA-101

Site Survey EX-001 Site Prep, Demo & Erosion Control Plan LD-101 Site Prep, Demo & Erosion Control Details LD-501

Grading & Drainage Plan LG-101 Grading & Drainage Details LG-501

Layout & Materials Site Plan LM-101 Layout & Materials Details LM-501 Layout & Materials Details LM-502 Columbarium Wall Details LM-503 Columbarium Wall Details LM-504 Columbarium Wall Details LM-505 Columbarium Wall Details LM-506

Planting Notes LP-001 Planting Plan LP-101 Planting Details LP-501

Irrigation Notes Irrigation Plan LI-101 Irrigation Details LI-501 Irrigation Details LI-502

PROJECT INFORMATIONDESIGN TEAM

Utah Division of Facilities Construction & Management 4110 State Office Building Capitol Hill Complex 450 North State Street Salt Lake City, UT 84114

Contact: Guy Wayman

P: (801) 518.0878

Governor: Gov. Spencer J. Cox

UDVA Director: Gary Harter

UDVA Deputy Director: Jeff Hanson

Owner

DFCM# 26361490FAI# UT-25-06

Overall Site Area: 1,165,418 SF - 26.75 ACRES

Expansion Phase Disturbed Area: 15,450 SF - .35 ACRES

INTERMENT SUMMARY

Total 3x8 Lawn Crypt plots: None This Phase Total 4x8.5 Oversized Lawn Crypt plots: None This Phase

Total Lawn Crypts (3x8 & Oversized): None This Phase

Total 5x10 Burial plots (Expansion): None This Phase

Total 5x5 Cremain plots: None This Phase

Memorial Wall Sites: None This Phase

Existing Columbarium Niches: 1,552

Proposed Columbarium Niches - 5 High: 1,400

Total Niches (Expansion and Existing): 2,952

UTILITY PROVIDERS

Electrical: Existing - Rocky Mountain Power

Culinary Water: Existing - Bluffdale City

Secondary Water: Existing - Canal

Sewer: Existing - On-Site Septic

CONSTRUCTION DOCUMENTS BID SET

Structural Engineer Vector Engineers 651 W Galena Park Blvd. Ste. 101 Draper, UT 84020

Contact: Brett Thomas P: (801) 990.1775

BLUFFDALE

RIVERTON

HWY 154

US I

-1

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PROJECT SITE

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DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

07/16/2026

Guildelines ADA Accessibility Building Conservation Uniform Code for National Electrical Code

Conservation Code International Energy International Fire Code International Plumbing Code International Mechanical Code International Building Code

YearYear

APPLICABLE CODES

N/A N/A

N/A

N/A

The project includes the addition of 6 new Columbarium Niche Walls, associated concrete walkways and landscape and irrigation improvements. The columbarium niche walls are constructed of precast concrete niche units set on a concrete foundation, with concrete pilaster ends and granite stone veneer and granite wall caps. New irrigation for the project will be supplied from the Cemetery's existing secondary irrigation system and controlled via connection to the existing two-wire irrigation controller. All concrete footings, foundations, and pilaster concrete for the Columbarium Niche walls have been structurally engineered.

GENERAL PROJECT SUMMARY:

1. ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND SPECIFICATIONS SET FORTH BY: DFCM, INDIVIDUAL PRODUCT MANUFACTURER'S AND THE DESIGN LANDSCAPE ARCHITECT. THE ORDER LISTED ABOVE IS ARRANGED BY SENIORITY. IF A CONSTRUCTION PRACTICE IS NOT SPECIFIED BY ANY OF THE ABOVE LISTED SOURCES, CONTRACTOR MUST CONTACT DESIGN LANDSCAPE ARCHITECT FOR DIRECTION.

2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT, ADOPTED EDITION OF ADA ACCESSIBILITY GUIDELINES

3. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL STRUCTURES AND OTHER FACILITIES. AS-BUILT RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, ONE SET OF NEATLY MARKED AS-BUILT RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS-BUILT RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE AS-BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL

PROGRESS PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE.

4. CONTRACTOR SHALL POT HOLE ALL UTILITIES TO DETERMINE IF CONFLICTS EXIST PRIOR TO BEGINNING ANY EXCAVATION. NOTIFY THE OWNERS REPRESENTATIVE AND THE LANDSCAPE ARCHITECT/ENGINEER OF ANY CONFLICTS. CONTRACTOR SHALL VERIFY LOCATION AND INVERTS OF

EXISTING UTILITIES TO WHICH NEW UTILITIES WILL BE CONNECTED.

5. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO OWNER.

6. ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE

CHANGES.

7. EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS USING THE PROVIDED SURVEY DRAWING BY OTHERS. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECTLY CONTACT BLUE STAKES AND ANY OTHER UTILITY COMPANIES AS NECESSARY. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT.

8. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT HIS EXPENSE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPLACEMENT OF THE DAMAGED UTILITIES WHOSE LOCATION HAS BEEN IDENTIFIED BY THE OWNER OR BLUESTAKING.

9. TRAFFIC CONTROL, STRIPING & SIGNAGE SHALL CONFORM TO CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, AND APWA STANDARDS AND SPECIFICATIONS.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLAGGING, CAUTION SIGNS, LIGHTS, BARRICADES, FLAGMEN, AND ALL OTHER DEVICES NECESSARY

FOR PUBLIC SAFETY.

GENERAL NOTES:

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GENERAL NOTES,

PROJECT SUMMARY, &

SPECIAL INSPECTIONS

DFCM SPECIAL INSPECTIONS FORMS

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

LEGEND

LIMIT OF WORK LINE

PROPERTY LINE

EXISTING TREES

ACCESSIBLE ROUTE

ADA UNIVERSAL PARKING STALL

NOTE: FOR DETAILED GRADING, SEE GRADING

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ACCESSIBLE ROUTES

PLAN

FULL SCALE 1"=20' (24X36)

1/2 SCALE 1"=40' (12X18)

SCALE: 1"= 20'

0 10' 20' 40'

DIVISION OF FACILITIES

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UTILITY COMPANY CONTACT CONTACT INFO STATUS

BLUFFDALE CITY P.W. KEVIN THOMPSON 801-849-9434 SHOWN

CENTRACOM INTERACTIVE ALISA FAATZ 435-427-3331 SHOWN

LUMEN/CENTURY LINK JAMES CHIDESTER 385-479-7345 NOT AVAILABLE

EMERY TELCOM SCOTT WILLIAMS 435-748-3126 SHOWN

FIRSTDIGITAL TELECOM BRANDON BALMFORTH 801-456-1095 SHOWN

ROCKY MOUNTAIN POWER MARK KUHN 801-886-7007 SHOWN

SYRINGA GIS AUSTIN LITTLE 800-454-7214 SHOWN

SOUTH VALLEY SEWER DISTRICT MATTHEW GARN 801-571-1166 SHOWN

UDOT REGION II GOLDEN HOLT 801-887-3403 SHOWN

UTOPIA FIBER XIAOTONG WU 801-613-3854 SHOWN

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B-102

B-102

B-103

B-103

B-105

B-106

B-107

B-108

B-108

C-101

C-101

C-101

C-102

C-102

E-101

B-104

B-104

DEMOLITION LEGEND

A-01

CL CL

CLEAR & GRUB

CONCRETE TO BE REMOVED,

SEE NOTES A-101 & A-103

SILT FENCE OR STRAW WADDLE AS REQUIRED

FOR BMPS

PROPERTY LINE

EXISTING TREES TO BE REMOVED

CHAINLINK CONSTRUCTION FENCING.

LOCATION SHOWN IS APPROXIMATE FOR

SECURING THE SITE & ENSURE USERS

CANNOT ACCESS THE PROJECT SITE.

LINE SHOWN ON PLAN IS OFFSET FROM LIMIT

OF WORK LINE FOR GRAPHIC PURPOSES

LIMIT OF WORK LINE

EXISTING TREES TO REMAIN UNLESS

OTHERWISE NOTED

DEMOLITION IDENTIFICATION

CODE DESCRIPTION

DEMO-REMOVE AND DISPOSE

SAW CUT & REMOVE CONCRETE AROUND FLOWER WATERING

STATION AND TRASH RECEPTACLES TO NEAREST CONSTRUCTION

OR EXPANSION JOINT

CLEAR & GRUB

REMOVE AND RELOCATE FLOWER WATERING STATION (2 TRASH

RECEPTACLES & WATER SPIGOT) TO NEW LOCATION, SEE LAYOUT

& MATERIALS PLANS

PRESERVE AND PROTECT

PRESERVE & PROTECT EXISTING CONCRETE. IF DAMAGED DURING

CONSTRUCTION, CONTRACTOR TO REPLACE WITH EQUAL AT NO

COST TO OWNER

PRESERVE & PROTECT EXISTING CURB ABD GUTTER. IF DAMAGED

DURING CONSTRUCTION, CONTRACTOR TO REPLACE WITH EQUAL

AT NO COST TO OWNER

PRESERVE & PROTECT EXISTING SIDEWALK. CONTRACTOR TO

PROVIDE SURFACE PROTECTIVE MATERIAL AT ALL ACCESS POINTS

FOR MACHINERY AND HEAVY EQUIPMENT

PRESERVE & PROTECT EXISTING COLUMBARIUM WALLS.

PRESERVE & PROTECT EXISTING ADA PARKING SIGNAGE &

PARKING STALL. KEEP AREA CLEAR AT ALL TIMES.

PRESERVE & PROTECT EXISTING ELECTRICAL BOX

PRESERVE & PROTECT EXISTING GRAVEL SUMP ACCESS COVER

PRESERVE & PROTECT EXISTING VALVE BOXES, SEE SITE SURVEY &

IRRIGATION PLANS

DEMO-MISC

EXISTING DRAINAGE PIPE TO BE REMOVED AND REPLACED, SEE

GRADING & DRAINAGE PLANS

EXISTING IRRIGATION MAINLINE AND IRRIGATION CONTROL WIRE.

FOR MAINLINE DEMOLITION AND RE-ROUTING, SEE IRRIGATION

PLANS.

SITE PREP LEGEND

PORTABLE TOILET, SEE DETAIL. CONTRACTOR TO COORDINATE &

VERIFY EXACT LOCATION WITH OWNER

VEHICLE WASHDOWN & STABILIZED CONSTRUCTION ENTRANCE,

SEE DETAIL. CONTRACTOR TO ENSURE ENTRANCE REMAINS FREE OF

EXCESSIVE DIRT BUILD-UP * REMAINS FUNCTIONAL. LOCATION TO

BE DETERMINED. NOT SHOWN ON PLAN

CONCRETE WASHOUT. CONTRACTOR TO COORDINATE & VERIFY

EXACT LOCATION WITH OWNER. NOT SHOWN ON PLAN

EQUIPMENT & MATERIAL STAGING AREA. CONTRACTOR TO

COORDINATE & VERIFY WITH OWNER PRIOR TO STAGING. ALL

STOCKPILES TO BE MARKED WITH SIGNS AND BARRICADED OFF.

NOT SHOWN ON PLAN

A-01

A-02

A-03

B-101

B-102

B-103

B-104

B-105

B-106

B-107

B-108

C-101

C-102

E-101

E-102

E-103

E-104

REFERENCE NOTES SCHEDULE

GENERAL SITE PREP & DEMOLITION NOTES

GENERAL SITE PREP & DEMOLITION NOTES

1. LANDSCAPE ARCHITECT & OWNER SHALL BE CONSULTED BEFORE ANY WORK SHALL COMMENCE.

2. THE BASE INFORMATION FOR THIS DRAWING WAS OBTAINED FROM OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DRAWING WITH ACTUAL FIELD CONDITIONS PRIOR TO BEGINNING ANY WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR BEGINS WORK PRIOR TO VERIFYING AND COMPARING THE BASE INFORMATION WITH ACTUAL FIELD CONDITIONS, WITH THE EXCEPTIONS OF UNFORESEEN CONDITIONS, THEN ANY CHANGES OR ALTERATIONS TO THE WORK INVOLVED WITH THESE DRAWINGS DUE TO SUCH DISCREPANCIES WILL BE PERFORMED BY THE CONTRACTOR AT

NO ADDITIONAL EXPENSE TO THE OWNER.

3. CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FOR THE WORK FROM DFCM, UTILITY COMPANIES OR OTHER JURISDICTIONS AFFECTED BY WORK. CONTRACTOR TO COORDINATE AS REQUIRED FOR THE CITY TO PAY ANY ASSOCIATED PERMIT FEES. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF ANY PERMITS OBTAINED BY OWNER (OBTAIN COPIES FROM OWNER PRIOR TO BEGINNING WORK).

4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND MARKING THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE OWNER, "BLUE STAKES OF UTAH" AT 811 OR 1-800-662-4111, AND ALL OTHER ENTITIES AS NECESSARY. IN THE EVENT THE CONTRACTOR BEGINS WORK PRIOR TO VERIFYING AND STAKING ALL UTILITIES, AND DAMAGE TO UTILITIES OCCURS, THE DAMAGES UTILITIES WILL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

5. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO OWNER.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OUTSIDE THE LIMIT OF WORK DUE TO HIS CONTRACT OPERATIONS AND SHALL REPAIR

DAMAGED AREAS TO PRE-CONSTRUCTION CONDITIONS AT NO EXPENSE TO THE OWNER.

7. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR. CONTRACTOR SHALL VIDEO OR TAKE PHOTOS OF SITE PRIOR TO CONSTRUCTION TO VERIFY RESPONSIBILITY OF ILLICIT FILL AND EXISTING CONDITIONS.

8. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS

APPLICABLE, AND LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR.

9. ALL EXISTING TREES AND VEGETATION TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION, AS SPECIFIED AND DIRECTED BY THE LANDSCAPE ARCHITECT. TREE PROTECTION IN ADDITION TO WHAT IS SHOWN ON THE PLAN MAY BE REQUIRED. SEE TREE PROTECTION

DETAIL AND SPECIFICATIONS.

1. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN STATE WATER QUALITY PERMITS AS REQUIRED PRIOR TO CONTRACTOR BEGINNING WORK INCLUDING BUT NOT LIMITED TO NOTICE OF INTENT (N.O.I.) AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

CONTRACTOR TO COORDINATE AS REQUIRED FOR CITY TO PAY ANY ASSOCIATED PERMIT FEES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL AS REQUIRED TO MEET THE STATE ENGINEERING WATER QUALITY REQUIREMENTS. CONTRACTOR TO COORDINATE AS REQUIRED FOR THE OWNER TO PAY ANY ASSOCIATED DFCM PERMIT FEES.

3. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES.

4. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DURING

CONSTRUCTION OPERATIONS.

5. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN

INSTALLED.

6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF

REPORT.

7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.

8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.

9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.

10. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED

WITH FILTER FABRIC.

11.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.

12. SEDIMENT SHALL BE REMOVED FROM ANY SEDIMENT BASINS BEFORE IT IS 25% FULL AND FROM SILT FENCE BEFORE IT IS 33% FULL.

EROSION CONTROL NOTES

PREPARED FOR:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

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LD-101

SITE PREP,DEMOLITION

& EROSION CONTROL

CONTROL PLAN

NORTHFULL SCALE 1"=20' (24X36)

1/2 SCALE 1"=40' (12X18)

SCALE: 1"= 20'

0 10 20 40

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

LD-501

SITE PREP,DEMOLITION

& EROSION CONTROL

DETAILS

PREPARED FOR:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

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DFCM APPROVAL STAMP

STAT E O F UTAH

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TEMPORARY VEHICLE WASHDOWN & STABILIZED CONSTRUCTION ENTRANCE

NTS

70' M

IN.

20' MIN.

NOTE:

1. PLACE SIGN ADJACENT TO ENTRANCE "CONSTRUCTION

TRAFFIC ONLY-ALL CONSTRUCTION TRAFFIC SHALL ENTER

AND EXIT SITE AT THIS LOCATION".

2. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT

ENTRANCE ADJACENT TO PAVED ROAD.

3. SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT

TRACKING OR FLOW OF MUD ONTO PUBLIC

RIGHTS-OF-WAY.

SWALE TO SEDIMENTATION BASIN1

WASH DOWN PAD2

FILTER FABRIC BELOW GRAVEL3

3"-6" ROCK, 9" THICK WITH 1/2"-3/4" FILTER LAYER4

4' · FENCE SHALL PARALLEL CONTOURS

· INSPECTION SHALL BE FREQUENT

AND REPAIR OR REPLACEMENT WILL

BE MADE PROMPTLY AS NEEDED

THROUGHOUT DURATION OF

CONTRACT.

1'-6"

TO EDGE OF

FILTER FABRIC

8"

SECTION VIEW

4 ALLOW 18'' OVERLAP OF FILTER

FABRIC AT BASE OF FENCE;

COVER BOTTOM OVERLAP WITH

COMPACTED SOIL

EXISTING GRADE5

6 UNDISTURBED OR COMPACTED

EXISTING SUBGRADE

SECURE FILTER FABRIC TO

FENCING STAKES

2''x2''x4' HARDWOOD FENCING

STAKES AT 4'-0'' O.C. INTERVALS

FILTER FABRIC (SEE SPECS)2

8" 5

NOTE:

SILT FENCE

NTS

OF FLOW

DIRECTION

OF FLOW

DIRECTION

PLAN VIEW

1 STRAW WATTLE

NTS

4' MAX

NOTES:

1. SMOOTH OUT THE SLOPE BEFORE INSTALLING THE WATTLES. SHALLOW

GULLIES OR RILLS SHOULD BE FILLED.

2. DIG A SMALL TRENCH 4" DEEP ACROSS THE SLOPE ON CONTOUR TO

PLACE ROLLS IN.

3. LAY THE ROLL ALONG THE TRENCHES FITTING IT SNUGLY AGAINST THE

SOIL. MAKE SURE NO GAPS EXIST BETWEEN THE SOIL AND THE WATTLE.

4. SECURE THE WATTLE IN THE TRENCH USING WOOD STAKES IN THE

MANNER SHOWN ABOVE, OR USE STEEL WATTLE PINS WITH LARGE

WASHERS.

5. INSTALL STAKES OR PINS AT 4' MAX INTERVALS.

6. PLACE AND COMPACT THE SOIL FROM THE TRENCH UPHILL OF THE

WATTLE TO SEAL THE WATTLE BOTTOM AND PREVENT WATER FROM

WASHING UNDERNEATH THE WATTLE.

7. WHEN MORE THAN ONE WATTLE IS PLACED IN A ROW, THE ROLLS

SHOULD OVERLAP, ONE IN FRONT OF THE OTHER, BY AT LEAST 1' AND

STAKED SECURELY TO PREVENT PIPING. SEAL THE JOINT WITH SOIL TO

KEEP WATER BEHIND THE WATTLE. THE LAST 18" OF A LINE OF WATTLES

SHOULD BE TURNED UPHILL TO HOLD THE WATER IN PLACE.

ALTERNATE STAKING METHOD EVERY 4

MAX

1"X1" WOODEN STAKES DRIVEN AT LEAST

1.5' INTO GROUND

BACKFILL AND COMPACT THE EXCAVATED

SOIL

SOIL COMPACTED TO PREVENT PIPING4

4" DEEP TRENCH5

FLOW

FL

OW

SAG INLET PROTECTION

NTS

FLO

W

FLOW

FLOW

NOTES:

1. PLACE WATTLES OR GRAVEL BAGS TIGHT AGAINST CURB TO PREVENT

SEDIMENT-LADEN WATER FROM GETTING BETWEEN CURB AND WATTLE/BAG.

2. PLACE WATTLES OR GRAVEL BAGS SUCH THAT FLOW DOES NOT OVERTOP CURB

OR ROAD CENTERLINE.

3. INSPECT INLET PROTECTION AFTER EVERY LARGE STORM EVENT AND AT LEAST

BI-WEEKLY. OR PER SWPPP REQUIREMENTS, WHICHEVER IS MORE STRINGENT, TO

ENSURE THAT SEDIMENT CONTROL IS MEETING ITS DESIGN INTENT. MAINTAIN

AND/OR REPLACE AS NEEDED.

4. REMOVE SEDIMENT ACCUMULATED WHEN IT REACHES 50% OF GRAVEL BAG OR

WATTLE HEIGHT.

5. CONTRACTOR MAY SUBMIT AN ALTERNATIVE METHOD OF INLET PROTECTION.

THE ALTERNATIVE METHOD SHALL BE APPROVED BY THE CITY INSPECTOR AND THE

ENGINEER OF RECORD.

6. BEFORE PLACEMENT OF CURB, STABILIZATION OF LAND BEHIND CURB, AND/OR

PAVING, MAINTAIN TOP OF INLET AT 6" ABOVE GRADE, AND SURROUND WITH

SILT FENCE FOR SEDIMENTATION AROUND BOX. MAINTAIN SILT FENCE BEHIND

BOX UNTIL LAND BEHIND CURB IS STABILIZED.

FLO

W

FLO

W

FLO

W

FLO

W

FLO

W

SILT FENCE REQUIRED BEHIND CURB AT BOX UNTIL LAND

BEHIND CURB IS STABILIZED

8" DIA. EARTH SAVER WEIGHTED WATTLE OR EQUAL2

EARTH SAVE SEDIMENT SAVER OR EQUAL FILLED WITH 1/2

CF 3/4" GRAVEL, ZIPPER SIDE FACING AWAY FROM INLET

FILTER FABRIC WRAPPED COMPLETELY AROUND GATE

SANDBAG OPTION

WATTLE OPTION

WATTLE OPTION

PORTABLE TOILET

NTS

FLOW

PORTABLE TOILET1

CONTAINMENT EARTH BERM2

GRAVEL PAD3

NOTE: SECURE AGAINST WIND

5 CONCRETE WASTE MANAGEMENT

NTS

1 2

1 2

OPTION B

OPTION A

CONTAINMENT EARTH

BERM ALL AROUND

WASHDOWN AREA POND

STORAGE WITH

IMPERVIOUS LINER

NOTES:

1. ANY EXCESS WASH

DOWN / CLEAN OUT

WATER SHALL BE

PROPERLY DISPOSED OF.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

GRADING GENERAL NOTES

1. THE BASE INFORMATION FOR THIS DRAWING WAS OBTAINED FROM OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DRAWING WITH

ACTUAL FIELD CONDITIONS PRIOR TO BEGINNING ANY WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR BEGINS WORK PRIOR TO VERIFYING AND COMPARING THE BASE INFORMATION WITH ACTUAL FIELD CONDITIONS, THEN ANY CHANGES OR ALTERATIONS TO THE WORK INVOLVED WITH THESE DRAWINGS DUE TO SUCH DISCREPANCIES WILL BE PERFORMED BY THE

CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND MARKING THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE OWNER, BLUE STAKES OF UTAH AT 811 OR 1-800-662-4111, AND ALL OTHER ENTITIES AS NECESSARY. IN THE EVENT THE CONTRACTOR BEGINS CONSTRUCTION WORK PRIOR TO VERIFYING AND STAKING ALL UTILITIES, AND DAMAGE TO UTILITIES OCCURS, THE DAMAGED

UTILITIES WILL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

3. REFER TO LEGENDS, NOTES, DETAILS, AND SPECIFICATIONS FOR FURTHER INFORMATION.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO BEGINNING WORK AND IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR BEGINS GRADING OPERATIONS PRIOR TO VERIFYING EXISTING GRADES AND DISCREPANCIES DO EXIST, THEN ANY CHANGES OR ALTERATIONS TO THE GRADING DUE TO THE DISCREPANCIES WILL BE PERFORMED AT NO ADDITIONAL

COST TO THE OWNER.

5. COORDINATE LAYOUT AND GRADING WITH OTHER TRADES SO THAT CONSTRUCTION CAN CONTINUE IN A NORMAL SEQUENCE OF EVENTS AND SO THAT WORK OF OTHER TRADES IS NOT DISTURBED ONCE PLACED IN THE FIELD. IN THE EVENT THE CONTRACTOR FAILS TO COORDINATE CONSTRUCTION BETWEEN TRADES AND BY DOING SO, THE CONTRACTOR DAMAGES, DISPLACES OR OTHERWISE CAUSES OTHER TRADES WORK TO BE REINSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH REPLACEMENT AND/OR RE-INSTALLATION AT NO ADDITIONAL COST TO THE OWNER.

6. FINISHED GRADES, CONTOURS, AND ELEVATIONS INDICATED ON THE GRADING AND DRAINAGE PLAN DESCRIBE FINAL SURFACE ELEVATIONS FOR COMPLETED CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE DETAILS AND SPECIFICATIONS TO ASCERTAIN SPECIFIC WORK LIMITS AND REQUIREMENTS AND COMPARE THIS INFORMATION WITH THE GRADING & DRAINAGE, SUB-SURFACE, STORM WATER FINISH, AND INVERT AND OUTLET ELEVATIONS AND IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DISCIPLINES. IN THE EVENT THE CONTRACTOR FAILS TO COMPARE AND COORDINATE THIS INFORMATION AND DISCREPANCIES DO IN FACT EXIST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY GRADING AND STORM DRAINAGE MODIFICATIONS RELATED TO SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER.

7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING AND PROPOSED GRADES. AT THE TOP AND TOES OF SLOPES, PROVIDE GENTLE, UNIFORM TRANSITIONS TO MATCH SURROUNDING GRADES WITHOUT ABRUPT BREAKS OR VISIBLE EDGES. FEATHER AND SMOOTH AS NEEDED TO ACHIEVE

NATURAL APPEARANCE AND POSITIVE DRAINAGE.

8. THIS DESIGN INDICATES RELATIONSHIPS BASED ON SURVEY DATA OBTAINED FROM OTHER PARTIES AND HAS BEEN INTERPOLATED OR COMBINED BY THE LANDSCAPE ARCHITECT TO MEET THE REQUIREMENTS OF THIS PROJECT. THE SUBSEQUENT ACCURACY OF THIS DOCUMENT WHILE CONSIDERED RELIABLE, IS

NOT WARRANTIED OR GUARANTEED.

9. ALTHOUGH THIS DOCUMENT IS INTENDED FOR USE DURING CONSTRUCTION, THE ACTUAL CONDITIONS ENCOUNTERED ON SITE MAY REQUIRE THE MODIFICATION OF INFORMATION CONTAINED HEREIN. ANY MODIFICATION OF THE INFORMATION CONTAINED HEREIN WILL BE SUBJECT TO APPROVAL

OF G. BROWN DESIGN, INC. AND RECORDED ON "AS BUILT" DRAWINGS.

10. CONTRACTOR IS TO BALANCE CUT FILLS ACROSS THE SITE. IF ADJUSTMENTS ARE REQUIRED TO DO SO, OBTAIN APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO MAKING ANY ADJUSTMENT OR MODIFICATIONS. CONTRACTOR SHALL SUBMIT CUT/FILL CALCULATIONS FOR REVIEW PRIOR TO COMMENCING EARTHWORK. ANY EXCESS FILLS ARE TO BE WASTED ON SITE. ANY CUTS ARE TO BE TAKEN FROM HILLSIDE UPON APPROVAL OF OWNER'S AUTHORIZED REP.

ACCESSIBLE ROUTES MUST NOT EXCEED THE FOLLOWING PARAMETERS:

1. FOR WALKWAY W/OUT HANDRAIL -

· 5% MAX. RUNNING SLOPE

· 2% MAX. CROSS SLOPE

2. FOR RAMPS -

· 8% MAX. RUNNING SLOPE

· 2% MAX. CROSS SLOPE

· 30 FOOT MAX. RAMP RUN BETWEEN LANDINGS

· 2% MAX. RUNNING AND CROSS SLOPES ON RAMP LANDINGS

· LANDINGS 5 FOOT MIN. AND WIDTH EQUAL TO WIDTH OF RAMP

3. SITE WALLS

· RETAINING WALLS ADJACENT TO WALKS SHALL NOT EXCEED

30" OF DROP UNLESS A GUARDRAIL IS INSTALLED. IF

ENCOUNTERED NOTIFY LANDSCAPE ARCHITECT OF

DISCREPANCY PRIOR INSTALLING WALL

CONTRACTOR SHALL VERIFY DIMENSIONS AND SLOPE CRITERIA IN

THE FIELD PRIOR TO PLACEMENT OF CONCRETE. NOTIFY

LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE

OF ANY AREAS NOT MEETING THESE PARAMETERS AND AWAIT FOR

DIRECTION PRIOR TO PROCEEDING.

KEY GRADING NOTES1.5%

1.5%

1.5%

1.2%

1.2% EX

1.2%

2.2% EX

3" C C

C

C

C

C

C

C

C

C

C

C

C

C

C C

C C

C C

C C

C C

C C

C C

C

C C

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X X

X X

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AC AC

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X

X

X

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JORDAN NARROWS ROAD

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EXISTING WATER LINE

EX

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1.5%

1.5%

36 L.F. @ 2% SLOPE MIN.

6" ADS CORRUGATED SOLID

DRAIN PIPE FROM COUPLER TO

POINT OF CONNECTION

POINT OF CONNECTION FOR

NEW DRAIN PIPE TO EXISTING.

APPROXIMATE LOCATION

SHOWN, CONTRACTOR TO

FIELD VERIFY

EXISTING DRAIN PIPE

TO BE REMOVED.

SEE SITE PREP &

DEMO PLANS

150 L.F. +/- @ 2% SLOPE MIN.

FRENCH DRAIN, SEE DETAIL

1.5%

1.5%

1.5%

3"CONNECT FRENCH DRAIN TO

SOLID PIPE WITH COUPLER,

LOCATION TO BE AT LEAST 3'

PAST EDGE OF CONCRETE

6.8%

4.8%

1.5%

EXISTING GRAVEL

SUMP DRAIN BOX

1.5%

1.4%

44 L.F. +/- @ 2% SLOPE MIN.

FRENCH DRAIN, SEE DETAIL

CATCH BASIN

4719.75 RIM ELEV

4719.73 EX

4719.06 EX

4719.01 EX

4719.78

4720.15

4719.69

4719.41

4719.70

4719.36

4719.62

4719.28

4719.90

4719.98

4719.69

4719.61

4719.86

4719.09 EX

4717.97 EX

4718.55

4718.48

4718.30

4718.02 4717.87

4717.59 4717.44

4717.16

4716.53

4716.96

4716.81

4717.39 4717.24

4717.83

4717.67

4718.10

4717.67

4717.60

4718.02

4717.66

4717.24

4717.164717.24 4717.16

4716.74

4716.82

4717.59

4718.64

4718.06

4717.98

4718.45 4718.45

START OF FRENCH DRAIN,

LOCATION TO BE AT LEAST 3'

PAST EDGE OF CONCRETE

4719.36

1.4%

1.5%1.0%

11.5%

22.8%

4722.5 TOW

4720.5 BOW

4722.5 TOW

4720.5 BOW

PAGE INTENDED TO BE

PRINTED IN COLOR

GRADING LEGEND

4754.6

4754.6 HP/LP

SLOPE INDICATOR1.5%

EXISTING CONTOUR

PROPOSED CONTOURS-MAJOR

PROPOSED SPOT ELEVATION

HIGH POINT / LOW POINT

4754.6 EX EXISTING SPOT ELEVATION

LIMIT OF WORK LINE

PROPERTY LINE

PROPOSED CONTOURS-MINOR

C C C C LIMIT OF GRADING/CUT-LINE

TOP/BOTTOM OF BOULDER WALL4754.6 TOW/BOW

CATCH BASIN TOP OF LID ELEVATION4754.6 RIM. ELEV

12" ADS CATCH BASIN,

ROUND DRAIN GRATE

EXISTING DRAIN PIPE TO BE REMOVED

PREPARED FOR:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

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CHECKED BY:

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GRADING

DRAINAGE PLAN

NORTHFULL SCALE 1"=20' (24X36)

1/2 SCALE 1"=40' (12X18)

SCALE: 1"= 20'

0 10' 20' 40'

18.5

18.5

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

LG-501

GRADING

DRAINAGE DETAILS

PREPARED FOR:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

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STAT E O F UTAH

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5083714

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2' -0

" M

IN

FRENCH DRAIN

NTS

2'-0" MIN.

NOTE:

1. FRENCH DRAIN TRENCH

DEPTH AS REQUIRED TO

INTERCEPT WATER/SEEP.

2. SEE PLAN FOR FRENCH

DRAIN LOCATIONS.

FINISH GRADE1

TOPSOIL/PLANTING SOIL

MIX - DEPTH AS SPECIFIED.

SEE PLANTING PLAN.

CLEAN BACKFILL3

NON-WOVEN GEOTEXTILE

FABRIC MIRAFI 140 N OR

EQUAL, UNDER &

AROUND GRAVEL.

OVERLAP AT TOP AND

EDGES.

6" DIA. PERFORATED PIPE -

1% MIN. SLOPE

1 1/2" DRAIN ROCK5

UNDISTURBED SUBGRADE7

6"

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

X X X X

X p p p p p p p p p p p p p p

X X

X

X

X

X

X p p p p p p p p p p p p p p p p p w w

X

X

X

EBMH

p p p

47294730

47144715

47164717471847194720472147224723472447254726472747284729

47204721472247234724472547264727472847294730473147324733

JORDAN NARROWS ROAD

S 1300 W

EX

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G

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EXISTING WATER LINE

EX

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G

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NE

EX

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G

W

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EX

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IN

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G

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EXISTING WATER LINE

EX

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13'-0"

13'-0"

13'-0"

7'-0"

7'-0"

13'-0"

18'-11 1/2"

13'-0"

12'-6 1/2" 13'-0"

7'-0"

7'-0"

6'-6"

7'-0"

7'-0"

NEW CONCRETE RADIUS TO

MATCH EXISTING PLAZA

NEW CONCRETE RADIUS TO

MATCH EXISTING PLAZA

25'-0"

4'-0"

5'-10"

6'-6"

7'-0"

18'-6"

6'-6"

3'-6"

18'-6" 18'-6"

10'-0"

5'-9" 5'-0"

COLUMBARIUM - SIDE ELEVATION

- 5 HIGH (2 - 10` UNITS)

LM-502

COLUMBARIUM - SIDE ELEVATION

5 HIGH (3 - 8` UNITS)

LM-503

5'-10"

6"

C-1

COLUMBARIUM - SIDE ELEVATION

5 HIGH (3 - 8` UNITS)

LM-503

COLUMBARIUM - SIDE ELEVATION

5 HIGH (3 - 8` UNITS)

LM-503

COLUMBARIUM - SIDE ELEVATION

5 HIGH (3 - 8` UNITS)

LM-503

COLUMBARIUM - SIDE ELEVATION

5 HIGH (3 - 8` UNITS)

LM-503

CONCRETE SIDEWALK 1

LM-501

CONCRETE SIDEWALK1

LM-501

MOW CURB - 12" 4

LM-501

MOW CURB - 12"4

LM-501

BOULDER WALL- SINGLE ROW5

LM-501

FLOWER WATERING STATION6

LM-501

TRASH RECEPTACLE ON

CONCRETE

LM-501

DOWELED JOINT 2

LM-501

6'-6"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

6'-6" 6'-6"

6'-6"

10'-0"

10'-0"

EXISTING BENCHES,

TO REMAIN

12'-8"

18'-6"

C-1

C-2

C-2

C-5

C-5

C-6

C-6

C-7

C-7

C-8

C-8

DOWELED JOINT2

LM-501

PRODUCT & MATERIAL SCHEDULE

CONCRETE N/A PER DETAIL AND

SPECIFICATIONS

TO MATCH

EXISTING

MEDIUM

BROOM

N/A N/A

DESCRIPTION MANUFACTURER AVAILABLE VIA.SYMBOL COLOR COMMENTSMODEL NO. FINISH

LANDSCAPE

BOULDERS N/A PER DETAIL AND

SPECIFICATIONS

TANS &

BROWNSNATURALN/A N/A

LAYOUT & MATERIAL LEGEND

PROPERTY LINE

EXISTING TREES

C-6 COLUMBARIUM NICHE

WALL NUMBER, SEE DETAILS

LAYOUT GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL SPECIAL INSPECTIONS AND TESTING AS SET FORTH IN THE SPECIFICATIONS.

2. THE BASE INFORMATION FOR THIS DRAWING WAS OBTAINED FROM OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DRAWING WITH ACTUAL FIELD CONDITIONS PRIOR TO BEGINNING ANY WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR BEGINS WORK PRIOR TO VERIFYING AND COMPARING THE BASE INFORMATION WITH ACTUAL FIELD CONDITIONS, THEN ANY CHANGES OR ALTERATIONS TO THE WORK INVOLVED WITH THESE DRAWINGS DUE TO SUCH DISCREPANCIES WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL

EXPENSE TO THE OWNER.

3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND MARKING THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE OWNER, BLUE STAKES OF UTAH AT 811 OR 1-800-662-4111, AND ALL OTHER ENTITIES AS NECESSARY. IN THE EVENT THE CONTRACTOR BEGINS CONSTRUCTION WORK PRIOR TO VERIFYING AND STAKING ALL UTILITIES, AND DAMAGE TO UTILITIES OCCURS, THE DAMAGED UTILITIES WILL

BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

4. REFER TO LEGENDS, NOTES, DETAILS, AND SPECIFICATIONS FOR FURTHER INFORMATION.

5. ALL SITE AND HARDSCAPE ELEMENTS SHALL BE LAID OUT BY A REGISTERED CIVIL ENGINEER OR SURVEYOR USING A TOTAL STATION. LAYOUT SHALL BE TIED TO THE PROJECT COORDINATE SYSTEM AND VERIFIED FOR HORIZONTAL AND VERTICAL ACCURACY PRIOR TO CONSTRUCTION.

6. COORDINATE LAYOUT AND GRADING WITH OTHER TRADES SO THAT CONSTRUCTION CAN CONTINUE IN A NORMAL SEQUENCE OF EVENTS AND SO THAT WORK OF OTHER TRADES IS NOT DISTURBED ONCE PLACED IN THE FIELD. IN THE EVENT THE CONTRACTOR FAILS TO COORDINATE CONSTRUCTION BETWEEN TRADES AND BY DOING SO, THE CONTRACTOR DAMAGES, DISPLACES OR OTHERWISE CAUSES OTHER TRADES WORK TO BE REINSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE

FOR SUCH REPLACEMENT AND/OR RE-INSTALLATION AT NO ADDITIONAL COST TO THE OWNER.

7. WHEN THE WRITTEN DIMENSION IS DIFFERENT FROM THE SCALED DIMENSION, THE WRITTEN DIMENSION SHALL PREVAIL AND THE LANDSCAPE ARCHITECT SHALL BE

NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK IN THE AREA IN QUESTION.

8. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHERE MEASURED UNLESS OTHERWISE INDICATED.

9. ALL DIMENSION MEASUREMENTS TAKEN FROM THE FACE OF CURB UNLESS OTHERWISE INDICATED.

10. ALL SIDEWALK LAYOUT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT AND CONSTRUCTION.

11. ALL CURVES TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM.

12. RADIUS DIMENSION ON ALL CONNECTING SIDEWALKS AND PARKING ISLANDS SHALL BE 5'-0" UNLESS OTHERWISE NOTED.

13. EXPANSION AND CONTROL JOINTS SHOWN ARE DIAGRAMMATIC AND INTENDED TO CONVEY DESIGN INTENT ONLY. THE CONTRACTOR SHALL DETERMINE AND LAY OUT JOINTING TO CONTROL AND MINIMIZE CRACKING. SUBMIT SHOP DRAWINGS OF PROPOSED JOINT LAYOUT FOR REVIEW AND APPROVAL BY THE

LANDSCAPE ARCHITECT AND OWNER PRIOR TO PLACING ANY CONCRETE.

14. KEY LAYOUT POINTS ARE SHOWN ON THE DRAWING. CONTRACTOR IS RESPONSIBLE TO VERIFY ACCURACY PRIOR TO BEGINNING TO CONSTRUCTION. NOT ALL NECESSARY LAYOUT POINTS HAVE BEEN SHOWN. ELECTRONIC CAD FILES OF THE LAYOUT PLAN CAN BE MADE AVAILABLE TO CONTRACTOR AT THEIR REQUEST FOR

ANY ADDITIONAL LAYOUT INFORMATION THAT MAY BE NEEDED FOR CONSTRUCTION.

PREPARED FOR:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

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WINWARD

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5083714

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LM-101

LAYOUT &

MATERIALS PLAN

NORTHFULL SCALE 1"=20' (24X36)

1/2 SCALE 1"=40' (12X18)

SCALE: 1"= 20'

0 10' 20' 40'

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

LM-501

LAYOUT &

MATERIALS DETAILS

PREPARED FOR:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

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STAMP

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1. SEE DOWELED JOINT DETAIL

2. SCORING PER PLAN & SPECS

6" COMPACTED UTBC (95%

MIN. OR GREATER PER

GEOTECH REPORT)

UNDISTURBED SUBGRADE OR

COMPACTED STRUCTURAL FILL.

(SEE GEOTECH REPORT)

FINISH GRADE 1" BELOW

SIDEWALK. THATCH/ROOT

CROWN OF SOD TO BE 1"

BELOW WALKWAY.

CONCRETE SIDEWALK

NOTES:

VARIES-SEE PLANS

R1/2"

6"6"

2% MAX. SLOPE

1/

2"

SEE PLAN

CONCRETE SIDEWALK

NTS

1. DOWELED JOINTS SHALL BE USED WHEREVER CONCRETE ABUTS WITH OTHER CONCRETE TO ELIMINATE DIFFERENTIAL SETTLING AT INTERSECTING WALKS, AND/OR WHERE NEW CONCRETE TIES INTO EXISTING

CONCRETE.

SPEED DOWEL

DOWEL SPACED 18" O.C.

EXPANSION JOINT

NOTES:

1 T/

T

T= THICKNESS

2 DOWEL LENGTH

DOWELED JOINT

NTS

CONTROL JOINT (C.J.)

EXPANSION JOINT (E.J.)

R=1/8"

NOTE:

1. PLAN SHOWS DESIGN INTENT

FOR EXPANSION AND CONTROL

JOINT SPACING AND LOCATION.

2. SAW CUTS TO BE DONE WITHIN

24 HOURS OF POURING OR

SOONER TO PREVENT

SHRINKAGE CRACKING.

1/4 DEPTH OF SLAB

1/4" WIDE

SIDEWALK JOINT DETAIL

NTS

SEALANT1

1/2" PRE MOLDED

EXPANSION FILLER STRIP AS

SHOWN ON PLAN OR 50'

MAX. APART

GROOVED OR SAW CUT,

SEE PLAN FOR SPACING

1. ALL STL. MEMBERS COATED

WITH ZINC RICH EPOXY

THEN FINISHED WITH

POLYESTER POWDER

COATING (BLACK).

2. ALL WELDS CONT. THEN

GROUND SMOOTH.

1/2" X 8" STAINLESS STEEL

EXPANSION ANCHOR BOLT

WITH TAMPER RESISTANT HEADS

24"X24"X4" THICK CONCRETE

PAD

COMPACTED UTBC (96%)

COMPACTED SUBGRADE

PLANTING AREA (SEE PLANTING

PLAN)

CONCRETE

TRASH RECEPTACLE (SEE

PRODUCT & MATERIALS

SCHEDULE)

NOTES:

6" 4"

TRASH RECEPTACLE ON CONCRETE

NTS

1' -6

" M

IN

6" 1'-2"

2'-10"6"

1'-2"

1'-0"

1' -0

6"

1' -2

3' -6

3' -0

CONTROL JOINT

10" VALVE BOX

4" ROUNDED GRAVEL WRAPPED IN FILTER

FABRIC ON SIDES AND BOTTOM (SUMBIT SAMPLE

FOR APPROVAL)

TRASH RECEPTACLE (SEE DETAIL)

CUSTOM LID (SEE SPEC SECTION 323100-SITE

IMPROVEMENTS & FURNISHINGS)

CONC. PAVEMENT (SEE DETAIL)

WATER SPIGOT W/BLACK POST AND MOUNT

(SEE IRRIGATION SPECS, INSTALL PER MFR.

REC., HANDLE MUST BE ADA COMPLIANT)

9 VASE RECEPTACLE

2' -0

5 COMPACTED UTBC 96%

10 COMPACTED SUBGRADE

5"

CANAL WATER

DO NOT DRINK

CANAL WATER

DO NOT DRINK

9"

11 FIBER REINFORCED PLASTIC

SIGN PANEL, SINGLE FACE W/ NON-GLARE

MATTE FINISH. COPY TO BE PERMANENTLY

EMBEDDED IN PANEL. LETTERING TO BE

UPPERCASE TIMES NEW ROMAN 3 4" HT.

BACKGROUND COLOR TO BE DARK BRONZE,

LETTERING TO BE WHITE. SUMBIT SHOP

DRAWINGS.

12 ATTACH TO POST WITH SIGN BRACKETS.

BRACKET COLOR TO MATCH POST. SUBMIT

SAMPLE FOR APPROVAL.

7"

3"

10'-4"

8 3 8

FLOWER WATERING STATION

NTS

TURF

COMPACTED UTBC (95%)

#4 REBAR CONTINUOUS

PLANTER BED

CONCRETE MOW CURB

1'-0"

6"

18"

4"

5 1. TURF SHALL BE A MINIMUM OF

1" BELOW TOP OF CURB.

NOTES:

1"

MOW CURB - 12"

NTS

4 BOULDER WALL- SINGLE ROW

NTS

PE

R

G

RA

D

IN

G P

LA

N

MIN. 8" MIN. 30''

6" M

IN

+/-24

NOTES:

1. SEE DRAWINGS FOR BOULDER

TYPE.

2. BOULDERS TO BE CAREFULLY

SELECTED TO HAVE NATURALLY

FLAT TOPS & PLACED TO MINIMIZE

GAPS BETWEEN BOULDERS.

MATERIAL PER PLAN1

+/- 6" ABOVE FINISH GRADE2

BOULDER AS SPECIFIED3

COMPACTED AGGREGATE BASE

(95% MIN. OR GREATER PER

GEOTECH REPORT)

FILTER FABRIC5

UNDISTURBED OR COMPACTED

SUBGRADE

FLAT TOP OF BOULDER FOR

INFORMAL SEATING

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

STRUCTURAL GENERAL NOTES

*** THE FOLLOWING NOTES APPLY TO ALL DETAILS SHOWN ON SHEETS LM-502 THRU LM-506

DESIGN CRITERIA:

CODE: STRUCTURAL DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE, 2024 EDITION W/ UTAH AMENDMENTS AND THE ASCE 7-22 STANDARD.

WIND: BASIC WIND SPEED = 103 MPH (3-SECOND GUST) PER THE ASCE 7-22 STANDARD

RISK CATEGORY: II

WIND EXPOSURE: C

SEISMIC: SEISMIC IMPORTANCE FACTOR, I = 1

RISK CATEGORY: II

MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 1.37G S1 = 0.45G

SITE CLASS: C

SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.94G SD1 = 0.42G

SEISMIC DESIGN CATEGORY: D

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED

IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.

2. THE TYPICAL NOTES AND DETAILS SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY DETAILED ELSEWHERE. WHERE NO DETAIL IS SHOWN, THE

CONSTRUCTION SHALL BE AS SHOWN FOR OTHER SIMILAR WORK AND AS REQUIRED BY THE BUILDING CODE.

3. THE SCOPE OF WORK IS LIMITED TO THE SPECIFIC STRUCTURAL MEMBERS ADDRESSED HEREIN.

4. THE CONNECTION OF NEW MEMBERS TO EXISTING STRUCTURE SHALL BE DESIGNED BY OTHERS UNLESS NOTED OTHERWISE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH LOCAL CONSTRUCTION SAFETY ORDERS. APPROVAL OF SHOP DRAWINGS BY THE

ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS ACCEPTING THIS RESPONSIBILITY.

6. ALL STRUCTURAL FRAMING MEMBERS SHALL BE ADEQUATELY SHORED AND BRACED DURING ERECTION AND UNTIL FULL LATERAL AND VERTICAL

SUPPORT IS PROVIDED BY ADJOINING MEMBERS.

STRUCTURAL STEEL:

1. ALL STRUCTURAL STEEL CODE CHECKS BASED ON THE AISC, 16TH EDITION PER THE ASCE 7-22 STANDARD

2. ALL OTHER STRUCTURAL STEEL SHAPES & PLATES SHALL BE PER ASTM A36, U.N.O.

3. ALL BOLTS FOR STEEL-TO-STEEL CONNECTIONS SHALL BE PER ASTM F3125 GR. A325 U.N.O.

4. ALL POST-INSTALLED WEDGE ANCHORS TO BE SS SIMPSON STRONG BOLT 2 OR EQUIVALENT U.N.O.

5. ALL BOLTED CONNECTIONS SHALL BE TIGHTENED PER THE "TURN-OF-NUT" METHOD AS DEFINED BY AISC.

6. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS)

D1.1. UTILIZE MINIMUM E70XX LOW-HYDROGEN ELECTRODE U.N.O. OR WHERE HIGHER STRENGTH ELECTRODE IS REQUIRED BY AWS D1.1

7. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM F2329 STANDARDS, THOROUGHLY COATED WITH A

ZINC-RICH PRIMER, OR OTHERWISE PROTECTED AS NOTED ON THE STRUCTURAL DRAWINGS.

FOUNDATION / CONCRETE:

1. ALL CONCRETE MIXING, PLACEMENT, FORMING, AND REINFORCING INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS

OF “BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE”, ACI 318-19. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS", ACI 336, LATEST EDITION

2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.

3. CEMENT FOR ALL CONCRETE SHALL BE TYPE II WITH 6% (+/- 1.5%) ENTRAINED AIR. MAXIMUM AGGREGATE SIZE SHALL BE 3/4".

4. REINFORCING STEEL SHALL BE PER ASTM A615 GR. 60, U.N.O.

5. FOUNDATION DESIGN IS BASED UPON THE PROJECT SOILS REPORT PREPARED BY:

GEOTECH: APPLIED GEOTECHNICAL ENGINEERING CONSULTANTS, INC.

REPORT NO: 1260074

DATE: 17-MAR-26

*THESE CALCULATIONS USE SEISMIC PARAMETERS FROM THE ASCE HAZARD TOOL (ASCE 7-22). ONLY SOIL DESIGN PARAMETERS WERE USED FROM THE

REFERENCED GEOTECHNICAL REPORT.

LM-502

COLUMBARIUM WALL

DETAILS

PREPARED FOR:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

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FAI#:

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DFCM APPROVAL STAMP

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MATHEW K.

WINWARD

NO.

5083714

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NOTES:

1. SHOWN WITHOUT NICHE COVERS

COLUMBARIUM - PLAN 5 HIGH (2 - 10' UNITS)

NTS

10'-0"

PRECAST UNITS

OPEN RIGHT

10'-1 1/2"

PRECAST UNITS

CLOSED

10'-0"

PRECAST UNITS

OPEN LEFT

10'-1 1/2"

PRECAST UNITS

CLOSED

3' -6

1'-11 7/8"

4' -6

5' -0

1/4" GAP TYP.

8"3" 5"

24'-7 3/4"

6"

3' -8

1'-7 1/8"

1"GAP BETWEEN PILASTER AND PRECAST NICHE UNIT, TYP.

1"

24'-1 3/4"

LM-504

LM-504

LM-504

LM-504

LM-502

LM-506

5' -6

1 1

5 5

5 5

3 7

101010

1111 12

PLASTER FACE GRANITE1

GRANITE VENEER2

EDGE OF GRANITE CAP

OVERHANG

CONCRETE PILASTER4

PRECAST CONCRETE NICHE UNIT5

EDGE OF CONCRETE WALK6

CLEAN 3/4" ROUND DRAIN

ROCK

GRANITE BASE8

CONCRETE WALK9

1/4" X 3" X 6" PLATE RECESSED

AND EMBEDDED AT THE TOP

CORNER OF EACH WALL

SECTION

1/4" X 3" X 5" WELD PLATE11

1/4" X 3" X 9" WELD PLATE12

PRECAST NICHE MUST EXTEND

BEYOND BEYOND CONCRETE

PILASTER TO ELIMINATE GAP

BETWEEN NICHE UNIT AND

PILASTER FACE GRANITE, TYP.

BOTTOM SS ANCHOR PIN, TYP.14

COLUMBARIUM - CAP PLAN 5 HIGH (2 - 10' UNITS)

NTS

2'-2 7/8" 1/4"

4'-0 5/8" 1/4"

3'-11 3/4" 1/4"

3'-11 3/4" 1/4"

4'-0 5/8" 1/4"

2'-2 7/8"

1' -6

1' -6

1'-1 1/2"

9"

1' -6

9" 9" 9" 9" 9" 9" 9"

1'-1 1/2"

1' -6

5'

-0

1 2

7" X 1/2" SS WEDGE ANCHOR

BOLT IN 1" DIA X 5" DEEP HOLE

(OVER PRECAST NICHE UNIT)

8" X 1/2" SS DOWEL IN 1" DIA X 4"

DEEP HOLE (OVER

PILASTER CONCRETE)

DRIP REVEAL3

1/4" 3'-11 3/4"

9" 9"

LM-506

7" X 1/2" SS WEDGE

ANCHOR BOLT

NOTE:

1. ELEVATION SHOWN WITHOUT NICHE

COVERS

2. LETTERING (A, B, C, D, E) ARE

INSTALLED ON BOTH ENDS OF EACH

SIDE OF 5-HIGH WALLS.

3. ENGRAVE WITH 1,5,10,15,20, ON

FRONT SIDE & 21,25,30,35,40 ON BACK

SIDE.

PILASTER FACE GRANITE

COLUMBARIUM NUMBERING.

COLUMBARIUM CAP TYP.

+/- 1/4" GAP BETWEEN PRECAST

NICHES AND PILASTERS, TYP.

JOINTS TO ALIGN AT MIDPOINT

AND ENDS OF NICHES, TYP.

GRANITE BASE

FINISH GRADE OF WALK- SEE

GRADING PLAN

BOTTOM OF GRANITE BASE

NOT USED

PRECAST NICHE UNITS, TYP. NICHE

COVERS SUPPLIED BY THE VA. THE

CONTRACTOR IS REQUIRED TO

INSTALL THE NICHE COVERS AND

PROVIDE ALL MOUNTING

HARDWARE.

PILASTER FACE GRANITE

GRANITE

COLUMBARIUM - SIDE ELEVATION - 5 HIGH (2 - 10' UNITS)

NTS

A

C

D

E

B

1 5 10 15 20 2'-2 7/8"

7' -0

/8

1/ 4"

1' -4

/4

1'

-4

/4

1/ 4"

1' -5

1/

4" 1/

4" 1'

-5

/8

3/ 8"

1/ 4"

8" 3'-11 3/4"

1/

2" 1'

-3

1/

2"

1/ 2"

1' -3

1'

-3

1/ 8"

1/4"

1 1/2"

4'-0 5/8"

1/

2"

1/ 2"

1' -3

1/4" 1/4" 1/4" 2'-2 7/8"

7' -0

1/ 8"

3'-11 3/4" 1/4" 4'-0 5/8"

1/

2" 1'

-3

1/4"1/ 4"

1' -4

/4