Little Sahara Drawings.pdf

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

LITTLE SAHARA VISITOR CENTER REPLACEMENT

PROJECT LOCATION SITE ACCESS

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

PROJECT VICINITY

PROJECT VICINITY - EUREKA, UTAH

PROJECT

LOCATION

PROJECT LOCATION

LEAMINGTON

LYNNDYL

MAIN St

MAIN St

JERICHO CALLAO Rd

SAND Mt Rd

JERICHO CALLAO Rd

DESIGNERS

INDEX OF DRAWINGS

SHEET # GENERAL

1 G001 COVER SHEET

2 G002 INDEX SHEET

CIVIL

3 C001 CIVIL NOTES & LEGEND

4 C101 EXISTING SITE PLAN

5 C102

DEMOLITION PLAN - PHASE 1 (PRIOR TO VISITOR CENTER

CONSTRUCTION)

6 C103

DEMOLITION PLAN - PHASE 2 (AFTER VISITOR CENTER

CONSTRUCTION)

7 C104 SITE IMPROVEMENT AND DRAINAGE PLAN

8 C105 SITE UTILITY PLAN

9 C501 DETAILS

10 C502 DETAILS

11 C503 DETAILS

12 C504 DETAILS

13 C505 DETAILS

14 C506 DETAILS

LANDSCAPE

15 L101 SITE LANDSCAPE PLAN

ARCHITECTURAL

16 GI-002 ABBREVIATIONS

17 GI-003 GENERAL INFORMATION

18 GI-101 LIFE SAFETY PLAN

19 GI-501 WALL, ROOF, CEILING & FLOOR ASSEMBLY TYPES

20 GI-701 ACCESSIBILITY COMPLIANCE

21 GI-702 ACCESSIBILITY COMPLIANCE

22 AE101 FLOOR PLAN

23 AE110 DIMENSION PLAN

24 AE121 ROOF PLAN

25 AE151 REFLECTED CEILING PLAN

26 AE201 BUILDING ELEVATIONS

27 AE202 BUILDING ELEVATIONS

28 AE251 INTERIOR ELEVATIONS

29 AE252 INTERIOR ELEVATIONS

30 AE301 BUILDING SECTIONS

31 AE302 BUILDING SECTIONS

32 AE351 WALL SECTIONS

33 AE401 ENLARGED PLANS

34 AE501 PLAN DETAILS

35 AE511 SECTION DETAILS

36 AE512 SECTION DETAILS

37 AE601 DOOR/WINDOW TYPES AND SCHEDULES

38 AE610 DOOR AND WINDOW DETAILS

39 AF101 FINISH FLOOR PLAN

STRUCTURAL

40 S001 GENERAL STRUCTURAL NOTES

41 S002 STRUCTURAL ABBREVIATIONS & LEGEND

42 S101 FOUNDATION LAYOUT

43 S102 TRUSS LAYOUT

44 S201 SECTION

45 S501 TYPICAL STRUCTURAL DETAILS

46 S502 DETAILS

47 S503 DETAILS

48 S504 DETAILS

49 S505 DETAILS

50 S506 DETAILS

51 S507 DETAILS

52 S508 DETAILS

MECHANICAL

53 M001 MECHANICAL LEGEND

54 M101 HVAC PLAN

55 M102 HVAC PIPING AND CONTROL WIRING PLAN

56 M103 MECHANICAL ROOM PLAN

57 M104 HVAC ZONES AND CONTROL SEQUENCE

58 M301 HVAC SECTION VIEWS

59 M302 HVAC SECTION VIEWS

60 M501 HVAC DETAILS

61 M502 HVAC DETAILS

62 M503 HVAC DETAILS

63 M601 HVAC SCHEDULE

PLUMBING

64 P101 PLUMBING & UTILITY PLAN

65 P102 PLUMBING & UTILITY ISOMETRIC

66 P103 SANITARY SEWER SYSTEM PLAN

67 P104 SANITARY SEWER SYSTEM ISOMETRIC

68 P501 DETAILS

69 P601 FIXTURE SCHEDULE

ELECTRICAL

70 E001 ELECTRICAL ABBREVIATIONS, LEGEND, AND GENERAL NOTES

71 E002 ELECTRICAL SINGLE LINE DIAGRAM

72 E101 ELECTRICAL SITE PLAN

73 E102 ELECTRICAL POWER AND TELECOM PLAN

74 E103 ELECTRICAL LIGHTING PLAN

75 E401 PHOTOVOLTAIC SYSTEM PLAN

76 E501 ELECTRICAL DETAILS

77 E502 ELECTRICAL DETAILS

78 E601 ELECTRICAL PANEL AND LIGHTING SCHEDULES

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:40:14 -07'00'

GENERAL NOTES

1. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CONTRACTING

OFFICER PRIOR TO START OF WORK.

2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC

WITHIN AND AROUND THE CONSTRUCTION AREA.

3. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER (CO).

4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CALL BLUE STAKES OF UTAH AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL VERIFY LOCATION AHEAD OF TRENCHING

OPERATIONS, AND IMMEDIATELY NOTIFY THE CO OF ANY POTENTIAL CONFLICTS.

5. CONTRACTORS SHALL NOTIFY THE CO WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY

BEGIN ON ANY PROJECT WITHOUT TWENTY-FOUR (24) HOUR PRIOR NOTICE.

6. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE GOVERNMENT. AT THE REQUEST OF THE CO, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE

SPECIFICATION REQUIREMENTS SET FORTH.

7. WORK SUBJECT TO APPROVAL BY THE GOVERNMENT MUST BE APPROVED PRIOR TO (A) BACKFILLING; (B) PLACING OF AGGREGATE

BASE; AND (C) PLACING OF CONCRETE.

8. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE APPROVAL FROM THE CO IN WRITING PRIOR TO

CONSTRUCTION.

9. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED.

10. ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR

MATCHED IN A MANNER SATISFACTORY TO THE GOVERNMENT INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT, AND CAPPING.

11. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF WORK.

12. THE CONTRACTOR SHALL REPAVE TO EXISTING GRADE ANY EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION.

13. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS

ITEMS COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBLE GUIDELINES (ADAAG) REQUIREMENTS.

14. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR

SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE DESIGNER.

15. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE GOVERNMENT AND DESIGNER.

16. NO DEVIATIONS FROM CIVIL OR STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE GOVERNMENT

AND DESIGNER.

17. PROVIDE 14 DAYS NOTICE PRIOR TO START OF CONSTRUCTION FOR GOVERNMENT STAFF PLANNING PURPOSES.

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL PERMITS REQUIRED FOR STORM WATER MANAGEMENT AS A RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR REVIEW BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL OBTAIN A COPY OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S (EPA) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AND SUBMIT AND FILE A NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE EPA. THE CGP DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS REGARDING STORM WATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO PROTECTION OF SURFACE WATERS, PREVENTION OF TRACKED SOILS TO

ADJACENT STREETS, FUEL CONTAINMENT, SPILL CONTROL, ETC.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP OF THE PUBLIC RIGHTS-OF-WAY OR ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR DEPOSITING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR

DEBRIS.

3. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL BE PLACED ON THE PUBLIC RIGHT-OF-WAY UNLESS PERMITTED BY THE GOVERNMENT AGENCY, OR OTHER CONTROLLING ENTITY. IN ADDITION, PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, EQUIPMENT OR MATERIALS, OR PORTABLE TOILETS, UNLESS A SAFE, USABLE ALTERNATE WALKWAY, WHICH MEETS THE DESIGN STANDARDS, IS

PLACED ON THE SAME SIDE OF THE RIGHT-OF-WAY BY THE CONTRACTOR.

4. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN EROSION AND SEDIMENT CONTROL NOTE 1. NO SOILS OR AGGREGATE STOCKPILES ARE PERMITTED ON UNDISTURBED PORTIONS OF THE PROPERTY WITHOUT PRIOR APPROVAL OF THE GOVERNMENT AND UNLESS EROSION CONTROL MEASURES ARE IN PLACE TO PREVENT DEPOSITION OF THE

OFF-SITE SEDIMENT.

5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY VEHICLES AND EQUIPMENT. ALL DAMAGE TO EXISTING VEGETATION SHALL BE RESTORED TO THE CONDITION THAT EXISTED PRIOR TO CONSTRUCTION OR BETTER.

6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL

PREPARE AND MAINTAIN A DUST CONTROL PLAN.

LEGEND

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING GRAVEL ROADWAY

PROPOSED GRAVEL ROADWAY

EXISTING ASPHALT ROADWAY

PROPOSED ASPHALT ROADWAY

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

100 PROPOSED SPOT ELEVATION

CONTROL POINTS

EXISTING SECURITY CAMERA LINE

EXISTING SECURITY COMMUNICATION

EXISTING SANITARY SEWER

EXISTING WATER

EXISTING UNDER GROUND POWER

EXISTING GAS

EXISTING LIGHT POLE

PROPOSED BOLLARD

EXISTING WOOD FENCE

UGP

GAS

UGP

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN USING GOVERNMENT PROVIDED SURVEYED INFORMATION AND THE

LOCATION, DEPTH AND ACCURACY OF SURFICIAL INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL UNDERGROUND FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION AND DEPTH OF EXISTING FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC SURVEY.

4. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL TEMPORARY BENCHMARKS AND OTHER DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF WORK.

NOTIFY THE CO OF ANY CONFLICTS.

CONSTRUCTION NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO PREVENT THE TRANSPORT AND SPREAD OF NOXIOUS WEEDS AS WELL AS TO

PREVENT SPILLS OR LEAKS OF EQUIPMENT FLUID.

2. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY.

3. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO EXISTING CONDITIONS AFTER CONSTRUCTION ACTIVITIES.

4. STRIP AND STOCKPILE TOPSOIL/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES.

5. PROVIDE BEST MANAGEMENT PRACTICES FOR STORMWATER CONTROLS PRIOR TO AND DURING CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE LOCAL

AUTHORITY, INCLUDING ALL REQUIRED PERMITS AND APPROVALS, PRIOR TO CONSTRUCTION.

CIVIL NOTES:

1. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT.

2. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST

EXTENT POSSIBLE.

3. AT A MINIMUM, THE MATERIALS USED FOR A POTABLE WATER SYSTEM MUST MEET NSF STANDARD 61, AND APPLICABLE AWWA STANDARDS.

3.1. THE MINIMUM DEPTH OF PIPE COVER MUST BE 36".

3.2. POTABLE AND NON POTABLE UTILITY MAINS, LATERAL OR UNDOCUMENTED CONDUIT MUST MAINTAIN HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS, IN

ACCORDANCE WITH THE MINIMUM REQUIREMENTS OUTLINED IN THE UTAH ADMINISTRATIVE CODE.

3.3. NEWLY INSTALLED WATER MAINS, SERVICES AND FIRE SERVICE LINES MUST BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE MOST RECENT AWWA STANDARD.

3.4. NEWLY INSTALLED WATER MAINS MUST BE FLUSHED, STERILIZED AND SAMPLED FOR CONTAMINATES, IN ACCORDANCE WITH THE MOST RECENT AWWA STANDARD

3.5. THE CONTRACTOR IS RESPONSIBLE FOR:

3.5.1. COORDINATING WATER OUTAGE WITH THE WATER PURVEYOR, 48 HOURS IN ADVANCE.

3.5.2. OBTAINING APPLICABLE LICENSES, PERMITS, BONDS, OR OTHER REQUIRED ADMINISTRATIVE REQUIREMENTS, AT THE CONTRACTOR'S EXPENSE.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000PSI IN 28 DAYS.

2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: AASHTO M 85 OR ASTM C-150 TYPE I OR II CEMENT, U.N.O. AGGREGATE SHALL CONFORM

TO ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. FORMS SHALL BE SECURED TO PREVENT MOVEMENT OR SETTLEMENT AND SHALL BE CLEAN AND FREE OF HARDENED CONCRETE, DIRT, DISTORTION, AND RUST.

6. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH APPROVED FILL

MATERIAL.

7. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

8. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER SPECIFICATIONS AND ACI-302.

9. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

10. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND

PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 6 FEET.

11. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45.

REINFORCING STEEL NOTES:

1. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2”

3. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5' APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN.

4. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

FOC

SS

W

PROPOSED POST AND CABLE FENCE

PROPOSED CHAIN LINK FENCE

PROPOSED PARKING STOP

PROPOSED SIGN

PROPOSED GAS

PROPOSED STORM DRAIN

PROPOSED FIBER OPTIC LINE

PROPOSED WATER

PROPOSED SANITARY SEWER

PROPOSED UNDER GROUND POWER

GAS

SD

FOC

W

SS

XX

CCTV

OO

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Date: 2020.12.15 16:32:53 -07'00'

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W

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W

W

W

W

W W

W

W

W

W

W

W

CCTV

CCTV

FOC FOC FOC FOC FOC

X

X

X X

X X

X

X X

BENCH MARKS

CONTROL POINT NORTHING

7071808.24

7071814.04

7070839.49

7070840.64

EASTING

1414354.44

1414357.46

1413080.06

1413026.50

ELEVATION

5306.96

5306.92

5238.66

5238.82

DESCRIPTION

CP B1

CP B2

SEC 32-33

SEC 32-33 4-5

ALUMINUM CAP (DOI)

TEE POST

BRASS CAP

BRASS CAP

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAY/PARKING AREAS, UTILITIES,

STRUCTURES, AND OTHER FEATURES ARE SHOWN USING SITE SPECIFIC

SURVEYED INFORMATION AND THE LOCATION, DEPTH AND ACCURACY OF

SURFICIAL INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL UNDERGROUND

FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION, AND DEPTH OF

EXISTING FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE

SPECIFIC SURVEY. CONTROL POINTS CAN BE IDENTIFIED BY THE GOVERNMENT IN

THE FIELD.

EXISTING CXT

LEACH FIELD

EXISTING RECREATION

BUNKHOUSE

EXISTING VISITOR

CENTER

EXISTING STORMWATER

RETENTION POND

EXISTING

PAY BOOTH

EXISTING RV

PADS

EXISTING VISITOR

CENTER LEACH FIELD

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:33:33 -07'00'

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W

W W

W

W

W

W

W W

W

W

W

W

W

W

W W W

W

CCTV

CCTV

CCTV

C C

TV

C C

TV

CCTV

CCTV

CCTV

CCTV

EXISTING

VISITOR

CENTER

EXISTING

CXT FLUSH

RESTROOM

EXISTING

RECREATION

BUNKHOUSE

EXISTING

PAY BOOTH

DEMOLITION NOTES:

1. EXISTING VISITOR CENTER TO REMAIN FULLY FUNCTIONAL

THROUGHOUT CONSTRUCTION OF NEW VISITOR CENTER.

2. EXISTING UNDERGROUND POWER, COMMUNICATIONS, AND

CLOSED CIRCUIT TV IMPACTED BY PLACEMENT OF NEW VISITOR

CENTER SHALL BE TEMPORARILY REROUTED TO EXISTING

FACILITY TO MAINTAIN CONTINUOUS OPERATIONS.

3. ALL UTILITIES OUTAGES TO BE COORDINATED WITH CO.

DEMOLITION KEY NOTES:

1. PROVIDE TEMPORARY JUNCTION BOX AND PIPING CONDUIT FOR

CCTV, FOC, AND UGP FROM EXISTING VISITOR CENTER TO PAY

BOOTH OUTSIDE PROPOSED CONSTRUCTION AREA. SEE

ELECTRICAL DRAWING E101.

2. RETAIN AND PROTECT EXISTING SEWER SERVICE DURING

CONSTRUCTION.

3. RETAIN AND PROTECT EXISTING SEPTIC TANK DURING

CONSTRUCTION.

4. REMOVE ~820 LF OF EXISTING FENCING.

5. REMOVE ~170 CY OF EXISTING RIPRAP AND GEOTEXTILE FABRIC

FROM BOTTOM OF EXISTING RETENTION BASIN.

6. REMOVE EXISTING LIGHT POLE.

7. REMOVE EXISTING TREE.

8. REMOVE ~80 SF OF SIDEWALK TO MAKE ROOM FOR NEW

CONCRETE DRIVE.

9. RETAIN AND PROTECT EXISTING BUNK HOUSE SEPTIC TANK.

10. RETAIN AND PROTECT EXISTING VISITOR CENTER AND ALL

UTILITY SERVICE LINES.

11. RETAIN AND PROTECT EXISTING ASPHALT ROADWAY AND

PARKING LOT.

12. SAWCUT AND REMOVE ~2,300 SF OF EXISTING ASPHALT.

EXISTING CXT

LEACH FIELD

EXISTING STORMWATER

RETENTION POND

7 8

NEW VISITOR CENTER

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:46:20

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W W

W

W

W

W

W W

W

W

W

W

W

W

W W W

W

CCTV

CCTV

CCTV

C C

TV

C C

TV

CCTV

CCTV

CCTV

CCTV

O O O O O

O O

O O

O O

O O

O

O

O

O

O

O

O O O O O O O

X

X

EXISTING

VISITOROO

CENTER

EXISTING

CXT FLUSH

RESTROOM

EXISTING

RECREATION

BUNKHOUSE

EXISTING

PAY BOOTH

DEMOLITION KEY NOTES:

1. REMOVE EXISTING CURB, GUTTER, AND LANDSCAPE ROCK.

2. REMOVE EXISTING WALKWAY AND FLAG POST, RETAIN FLAG POST

FOR REINSTALLATION PER CO.

3. REMOVE EXISTING SIDEWALKS AND SLABS.

4. REMOVE CONCRETE DRIVE FOR MEDICAL VEHICLES.

5. REMOVE EXISTING VISITOR CENTER STRUCTURE AND COMPONENTS

AFTER NEW VISITOR CENTER IS OPERATIONAL.

6. REMOVE OR ABANDON IN PLACE SANITARY SEWER SERVICE LINE

AND CAP AT WYE OR MANHOLE.

7. REMOVE PROPANE TANK AFTER NEW VISITOR CENTER IS IN USE.

8. REMOVE EXISTING SEPTIC TANK AND CONNECT TRAILER LINE TO

CONTINUE SERVICE TO NEW SEPTIC TANK AFTER INSTALLATION

AND CONNECTION TO NEW DRAINFIELD.

9. REMOVE PARKING LOT STRIPPING AND RESTRIPE PER C104.

EXISTING CXT

LEACH FIELD

EXISTING STORMWATER

RETENTION POND

7 6

DEMOLITION NOTES:

1. CONSTRUCTION OF NEW SEPTIC COMPONENTS AND SYSTEMS

SHOULD BE COORDINATED WITH NEW VISITOR CENTER

CONSTRUCTION TO MINIMIZE DISRUPTIONS.

2. ALL UTILITIES OUTAGES TO BE COORDINATED WITH CO.

NEW

VISITOR

CENTER

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Date: 2020.12.15 16:46:53 -07'00'

O O O O O

O O

O O

O O

O O

O

O

O

O

O

O

O O O O O O O

X

X

POINT TABLE

POINT #

NORTHING

7070087.93

7070147.04

7070128.32

7070069.21

7070083.34

7070083.50

7070060.58

7069985.39

7069981.40

7069977.41

7070136.88

7070149.78

7070154.78

7070148.94

7070154.78

7070134.96

7070154.78

7070149.78

7070154.78

7070134.96

7070179.81

7070179.58

7070070.99

7070065.84

7070063.29

7070058.19

EASTING

1413485.12

1413503.83

1413562.94

1413544.22

1413412.76

1413478.17

1413581.16

1413214.87

1413214.57

1413214.27

1413552.46

1413549.96

1413549.96

1413517.21

1413517.21

1413494.76

1413494.76

1413568.88

1413568.88

1413482.76

1413482.81

1413494.81

1413507.96

1413524.23

1413505.55

1413521.84

EXISTING

ELEVATION

5227.89

5227.76

5227.85

5228.72

5228.45

5228.48

5228.96

5224.60

5224.44

5224.92

5227.64

5227.75

5227.78

5227.67

5227.80

5227.65

5228.14

5227.97

5228.00

5227.84

5228.47

5228.34

5228.47

5228.49

5228.33

5228.33

PROPOSED

ELEVATION

5230.00

5230.00

5230.00

5230.00

~5228.60

~5228.85

~5229.60

5225.37

5225.35

5225.37

5229.90

5229.50

5229.40

5229.90

5229.80

5229.90

5229.80

5229.50

5229.40

5229.90

5229.06

5229.14

5229.52

5229.52

~5228.70

~5228.81

DESCRIPTION

BLDG CORNER FF

BLDG CORNER FF

BLDG CORNER FF

BLDG CORNER FF

TBC

TBC

TBC

TBC

TBC

TBC

TCW

TCW

TCW

TCW

TCW

TCW

TCW

TCW

TCW

TC

TC

TC

TC

TC

TC

TC

EXISTING

CXT FLUSH

RESTROOM

EXISTING

PAY BOOTH

NOTES:

1. EXISTING VISITOR CENTER TO REMAIN FULLY FUNCTIONAL

THROUGHOUT CONSTRUCTION OF NEW VISITOR CENTER. (NOT

SHOWN FOR CLARITY).

2. EXISTING UNDERGROUND POWER, COMMUNICATIONS, AND

CLOSED CIRCUIT TV IMPACTED BY PLACEMENT OF NEW VISITOR

CENTER SHALL BE TEMPORARILY REROUTED TO EXISTING

FACILITY TO MAINTAIN CONTINUOUS OPERATIONS.

3. PROPOSED SITE IMPROVEMENTS WILL GENERALLY MAINTAIN

EXISTING DRAINAGE PATHS.

4. MAINTAIN POSITIVE DRAINAGE AWAY FROM AND OFF SEPTIC

AND DRAINAGE LEACH FIELD.

KEY NOTES:

1. PROVIDE NEW VISITOR CENTER PER ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

2. PROVIDE ~196 LF OF CURB AND GUTTER PER DETAIL 8/C502.

3. PROVIDE 671 SF OF ASPHALT PAVEMENT TO PROVIDE ADDITIONAL

PARKING PER DETAIL 1/C501.

4. PROVIDE NEW ADA CONCRETE PARKING STALLS, 2% MAX SLOPE

ALL DIRECTIONS PER DETAIL 4/C501 AND 9/C502.

5. PROVIDE CONCRETE SIDEWALKS PER DETAIL A/C503.

6. MATCH EXISTING GRADE AT TIE IN, SLOPE TO DRAIN .

7. PROVIDE 970 SF OF CONCRETE PATIO SLAB PER DETAIL 13/C503.

8. PROVIDE 808 SF OF CONCRETE DRIVE FOR MEDICAL VEHICLES

PER DETAIL 4/C501.

9. PROVIDE (9) CONCRETE PARKING CURB STOPS PER DETAIL

3/C501.

10. PROVIDE NEW SANITARY SEWER DRAINFIELD PER DETAIL 17/C504,

GRADE TO DRAIN OFF AREA.

11. PROVIDE NEW UNDERGROUND INFILTRATOR DRAINFIELD PER

DETAIL 21/C505. FILL EXISTING POND GRADING SOIL TO DRAIN.

CONTOURS SHOWN ARE APPROXIMATE.

12. PROVIDE ACCESSIBLE PARKING SIGN PER DETAIL 11/C502.

13. PROVIDE 10' X 8' CONCRETE PAD FOR ICE COOLER PER DETAIL

13/C503.

14. PROVIDE (5) BOLLARDS PER DETAIL 5/C501.

15. PROVIDE 42 LF OF 6' CHAIN LINK FENCE WITH PRIVACY SLATS

DETAIL 24/C505.

16. PROVIDE (7) 3' NOMINAL LANDSCAPE BOULDERS WITH 1 FT BURY

TO PROTECT BUILDING ENTRANCE.

17. PROVIDE GRAVEL PARKING AREA PER DETAIL 2/C501.

18. PROVIDE CATCH BASIN WITH SNOUT OIL AND DEBRIS STOP PER

DETAIL 6/C501.

19. PROVIDE NEW CURB RAMP PER DETAIL 12/C503.

20. PROVIDE PAINTED WHITE 4" WIDE STRIPPING.

21. PROVIDE ACCESSIBLE PARKING STRIPPING PER DETAIL 9/C502.

22. PROVIDE 558 LF OF CABLE RAIL STEEL POST FENCE PER DETAIL

23/C505.

23. PROVIDE ACCESSIBLE PARKING STRIPING FOR EXISTING ADA

PARKING SPOT PER DETAIL 9/C502.

24. PROVIDE (3) 3' NOMINAL LANDSCAPE BOULDERS TO PROTECT

SEPTIC SYSTEM AREA.

PROPOSED

VISITOR

CENTER 10

8'

6'

2 6

R15'

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Date: 2020.12.15 16:47:24 -07'00'

W

W W

W

W

W

W

W W

W

W

W

W

W

W

W W W

W

CCTV

CCTV

CCTV

C C

TV

CC

TV

CCTV

CCTV

CCTV

CCTV

O O O O O

O O

O O

O O

O O

O

O

O

O

O

O

O O O O O O O

X

X

SS

EXISTING

CXT FLUSH

RESTROOM

EXISTING CXT

LEACH FIELD

EXISTING

PAY BOOTH

PROPOSED

VISITOR

CENTER

UTILITY NOTES:

1. ALL SANITARY SEWER PIPE SHALL BE CONSISTENTLY SLOPED

WITH A MINIMUM OF 1/4" PER FT, UNLESS NOTED OTHERWISE.

2. ALL WET UTILITY MAINS SHALL BE PLACED PER DETAIL 16/C503.

3. ALL DRY UTILITY MAINS SHALL BE PLACED PER DETAIL 15/C503.

4. ALL SANITARY SEWER PIPE SHALL BE 4" PVC SDR 35 MINIMUM.

5. WATER MAIN SHALL BE HDPE SDR 11.

6. CURB STOPS OR ISOLATION VALVES SHALL BE INSTALLED TO

ISOLATE BUILDING SERVICE CONNECTIONS, REFER TO

PLUMBING DRAWINGS.

7. SEE ELECTRICAL DRAWING E101 FOR COMMUNICATION AND

POWER CONNECTION POINTS.

KEY NOTES:

1. PROVIDE 94 LF OF 4" DIA. SANITARY SEWER SERVICE AND ROUTE

TO SEPTIC TANK, MIN SLOPE OF 1/4" PER FOOT.

2. PROVIDE 140 LF OF 4" DIA. SANITARY SEWER MAIN FROM

EXISTING CONNECTION TO PROPOSED SEPTIC DRAINFIELDS, MIN

OF 1/4" PER FT SLOPE.

3. PROVIDE SANITARY SEWER CLEANOUT PER DETAIL 19/C504.

DOUBLE (DBL) AS INDICATED.

4. CONNECT TO EXISTING SANITARY SEWER LINE WITH WYE TO THE

WEST OF THE BULL RUN VALVE.

5. PROVIDE 3-WAY BULL RUN VALVE OR APPROVED EQUAL TO

DIRECT FLOW TO EITHER THE EXISTING OR PROPOSED

DRAINFIELD PER DETAIL 18/C504.

6. TAP INTO EXISTING WATER MAIN AND PROVIDE 68 LF OF 2" DIA.

POTABLE WATER MAIN TO PROPOSED VISITOR CENTER.

7. CUT AND CAP EXISTING WATER LINE TO EXISTING VISITOR

CENTER AFTER NEW VISITOR CENTER IS COMPLETE.

8. PROVIDE SEPTIC DRAINFIELD. REFER TO DETAIL 17/C504.

9. PROVIDE NEW STORM DRAIN CATCH BASIN AND UNDERGROUND

INFILTRATOR DRAINFIELD PER DETAIL 6/C501 AND 21/C505.

10. PROVIDE 2 FT BY 8 FT PAD FOR COOLING UNITS PER DETAIL

13/C503.

5 4

MINIMUM 3,750

GAL SEPTIC

TANK

~129'

~4 7' 9

VALLEY GUTTER FLOW LINE

EL. = 5224.92

MATCH EXISTING

ELEVATION AT JOINT

DBL

EXISTING RECREATION

BUNKHOUSE SEPTIC TANK

3 DBL

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:47:53

1" CONCRETE CROWN TOP

6" SCH. 40 STEEL PIPE PAINTED

FILLED WITH CONCRETE

1" CONCRETE CROWNTOP OF NEW GRADE

4'

3'

1'-6" Ø CONCRETE BASE

HOLE FOR 5/8 Ø DOWEL. 1 FT. FROM

EACH END.(TYPICAL OF 2 HOLES) DRILL

HOLE THRU PAVEMENT. DRIVE 24" LONG

STEEL PIN THROUGH WHEEL STOP AND

PAVEMENT INTO SUBGRADE.

#4 BARS @12" O.C. EACH

WAY, MIN 3" CLEAR (TYP)

6" CONCRETE SLAB

4" MIN CRUSHED AGGREGATE

BASE COURSE, COMPACT TO

95% OF STANDARD PROCTOR

ASTM D698

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

3" MIN PLANT MIX

4" MIN CRUSHED AGGREGATE BASE

COURSE, COMPACT TO 95% OF

STANDARD PROCTOR ASTM D698

8" MIN AGGREGATE SUBBASE

COURSE, COMPACT TO 95% OF

STANDARD PROCTOR ASTM D698

SUBGRADE COMPACT

TO FIRM UNYIELDING

4" MIN CRUSHED AGGREGATE BASE

COURSE, COMPACT TO 95% OF

STANDARD PROCTOR ASTM D698

8" MIN AGGREGATE SUBBASE

COURSE, COMPACT TO 95% OF

STANDARD PROCTOR ASTM D698

SUBGRADE COMPACT

TO FIRM UNYIELDING

4" REFLECTIVE STRIP

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

SCALE: NTS

TYPICAL PARKING LOT DETAIL1

C501 SCALE: NTS

MISCELLANEOUS GRAVEL DETAIL2

C501 SCALE: NTS

TYPICAL PARKING CURB STOP DETAIL3

C501 SCALE: NTS

TYPICAL CONCRETE SLAB FOR TRAFFIC AREAS4

C501

SCALE: NTS

BOLLARD DETAIL5

C501 SCALE: NTS

STORM DRAIN DROP INLET AND BASIN6

C501

3'

CURB PER DETAIL 8/C502

BMP 30F SNOUT OIL & DEBRIS

STOP OR APPROVED EQUAL

TO UNDERGROUND

INFILTRATOR

3' X 3' CATCH BASIN W/ CAST IN FRAME AND W/ PEDESTRIAN

RATED GRATE W/ SOLID WALLS

8" MIN AGGREGATE SUBBASE

COURSE, COMPACT TO 95% OF

STANDARD PROCTOR ASTM D698

EL. = 5216.75

NW INV. OUT EL. = 5221.75

GRATE EL. = 5224.75

5' M

IN

NOTE:

SEE SHEET C505 FOR ELEVATIONS.

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:48:29

PAINTED BLUE 4" WIDE STRIPE

12" HIGH WHITE LETTERING

ACCESSIBLE PARKING SYMBOL PER DETAIL 10/C502

3'

TYP.

'-0

M

IN

IM

U M

9'-0"

MIN.

8'-0"

VAN ACCESSIBLE PARKING SIGN PER DETAIL 11/C502

3' -0

3'-0"

13" 13"

6"

13"

2"

3"1.5"

14" 3"

1'-0"

1.5" R=10"

C PARKING STALLL

2" WIDE WHITE PAINT

(TYPICAL)

BLUE BACKGROUND EQUAL TO COLOR

NO. 15090 IN FEDERAL STANDARD 595(A)

60"

MINIMUM

24"

2" Ø GALVANIZED STEEL PIPE

VINYL ON ALUMINUM SIGN,

LOCATE PER CIVIL SITE PLAN,

SYMBOL PER ISO 7001.

ATTACH SIGN TO PIPE WITH

GALVANIZED BOLTS

FINISH GRADE

12"Ø CONCRETE FOOTING

1/2" EXP. JOINT BETWEEN SIDEWALK

AND CURB CONCRETE ELEMENTS

CONCRETE WALK OR PLANTER

6" CRUSHED AGGREGATE

BASE COURSE

6"

PA

VE

M

EN

T M

AT

C

H

AD

JA

C

EN

T

SPILL TYPE GUTTER

1-1/2" R 6"

6"

2'-0"

6"

7"

FIRST POUR SECOND POUR

1/2" DIA x 18" DOWEL @ 18" O.C.

1/8" SAWCUT OR

TOOLED JOINT

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

NOTE:

CONSTRUCTION JOINTS & CONTROL JOINT SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQFT WITHOUT REENTRANT CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT EXCEEDING 1 1/2 TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION. CONTRACTOR SHALL HAVE CONTROL JOINTS EVERY 5 FEET AND EXPANSION

JOINTS EVERY 50 FEET MINIMUM.

CONSTRUCTION JOINT CONTROL JOINT

EXPANSION JOINT

SCALE: NTS

TYPICAL SLAB JOINTS7

C502 SCALE: NTS

TYPICAL CURB AND GUTTER8

C502

SCALE: NTS

ACCESSIBLE PARKING TYPICAL STRIPING9

C502 SCALE: NTS

ACCESSIBLE PARKING SYMBOL10

C502 SCALE: NTS

ACCESSIBLE PARKING SIGN INSTALLATION11

C502

TYPICAL PARKING CURB STOP PER DETAIL 3/C501

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:49:01

MATCH ADJACENT

SURFACE TREATMENT

NUMBER AND SIZE OF

UTILITIES MAY VARY

SUITABLE SOIL

BACKFILL

2' -6

M

IN

WIDTH AS NEEDED

12" MIN

PIPE ZONE BEDDING

COURSE

MATCH ADJACENT

SURFACE TREATMENT

SIZE OF UTILITY

MAY VARY

SUITABLE SOIL

BACKFILL

WIDTH AS NEEDED

2xØ MIN

PIPE ZONE BEDDING

COURSE

1/2Ø MIN

TYPNOTE: BACKFILL MATERIALS COMPACTION

- 95% STD PROCTOR UNDER SLABS AND ROADS

- 90% STANDARD PROCTOR MIN ALL OTHER AREAS

NOTE: BACKFILL MATERIALS COMPACTION

- 95% STD PROCTOR UNDER SLABS AND ROADS

- 90% STANDARD PROCTOR MIN ALL OTHER AREAS

PIPE ZONE MATERIAL TO

SURROUND PIPE 3" MIN

DEPTH PER PLAN

36" MIN

3" SEPARATION MIN TYP

UTILITY MARKING TAPE

12 AWG TRACING WIRE

UTILITY MARKING TAPE

12 AWG TRACING WIRE

CONCRETE SLAB PER PLAN

NOTE: THIS DETAIL TO ONLY BE APPLIED WHERE SHOWN

BASE COURSE PER PLANADJACENT CONCRETE

MUST BE 6" THICK

HAMMER DRILL AND

FRICTION FIT REBAR

TO A MINIMUM DEPTH

OF 4" MIN

24" DOWEL SIZE AND SPACING TO MATCH

CONCRETE REINFORCING #4 REBAR AT 18" OC MIN.

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

IMPROVED GRAVEL

SURFACE WHERE OCCURS

6" CRUSHED AGGREGATE

BASE COURSE

5" CONCRETE REINFORCED WITH #4 BARS

@ 18" O.C. EACH WAY

SHEAR CONNECTION PER DETAIL

14/C503 AND LOCATED PER PLAN

BUILDING FOOTING AND SLAB

PER STRUCTURAL PLAN AND

DETAILS WHERE APPLIES1/2" (TYP)

THICKENED EDGE SLAB WHERE

SLAB DOES NOT TERMINATE

AGAINST CONCRETE

12"

SCALE: NTS

TYPICAL CONCRETE SLAB13

C503 SCALE: NTS

SHEAR ONLY CONCRETE CONNECTION14

C503

SCALE: NTS

TYPICAL DRY UTILITY TRENCH15

C503 SCALE: NTS

TYPICAL WET UTILITY TRENCH16

C503

SCALE: NTS

CURB RAMP12

C503

6'-0"

TRANSITION

6'-0"

TRANSITION

TRANSITION SLOPE

1:12 MAX. SLOPE

TRANSITION SLOPE

1:12 MAX. SLOPE

BACK OF WALK

1/2" PREFORMED

EXPANSION JOINT FILLER

1/2" PREFORMED

EXPANSION JOINT FILLER

A C503

SCALE: NTS

SECTIONA

C503

25'-0"

6" CRUSHED AGGREGATE

BASE COURSE

5" CONCRETE REINFORCED WITH

#4 BARS @ 18" O.C. EACH WAY

1/4" TOOLED RADIUS

2'-6"

3" R ±5"

6"

8"

3"

7"1 1/4"

NOTE:

CONCRETE SIDEWALKS ARE 5' WIDE UNLESS NOTED OTHERWISE ON PLANS.

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:49:38

(4) DEEPWALL DRAINFIELD TRENCHES

DISTRIBUTION

BOX

DISTRIBUTION

LATERAL

INSPECTION PORT

PER DETAIL B/C504

(TYP)

SCREW TYPE LID OR

REMOVABLE CAP TO EXTEND

ABOVE FINISH GRADE 6"

PVC INSPECTION PIPE; DIAMETER

SIZE TO MATCH MANUFACTURER'S

RECOMMENDATIONS

CONNECT TO LATERAL

A C504

CLEANOUT PIPE

AND WYE

SEWER PIPE FROM

BUILDING

4" PVC SEWER PIPE

5'

MAX

STRUCTURE

PROVIDE TRAFFIC RATED VAULT IF CLEANOUT

FALLS IN WALKWAYS OR DRIVING AREAS

DOUBLE CLEANOUT

AS REQUIRED

SCALE: NTS

DRAIN FIELD DETAIL17

C504 SCALE: NTS

INSPECTION PORTB

C504

SCALE: NTS

SEWER CLEANOUT DETAIL (TWO WAY)19

C504

SCALE: NTS

TYPICAL DEEP WALL TRENCH DETAILA

C504

90'

3'

TYP.

TY

P.

TY

P.

4" ROCK IN SEEPAGE TRENCH

2 1/2" SEWER ROCK

NATIVE SOIL BACKFILL

GEOTEXTILE FILTER FABRIC

4" PERFORATED PIPE

3'

6" M

IN

4'

M

AX

2" MIN

6" MIN

5' -6

60" ECCENTRIC TAPERED

SECTION

D&L FOUNDRY A-1180-R3/A-1180-15 FRAME

AND COVER OR APPROVED EQUAL

GRADE RINGS

60" BARREL SECTIONS

MANHOLE STEP

NON-SHRINK GROUT

5'-0"

VA

R

IE

S

PE

R

P

LA

N

SLOPE FINISH GRADE TO

LID

BASE

6"

INVERT PER PLAN

NON-SHRINK GROUT

SURROUNDING

RUBBER GASKET

6" APPROVED ENGINEERING FILL OVER 6" OF

SCARIFIED, MOISTURE CONDITIONED AND

COMPACTED SUBGRADE

SCALE: NTS

TYPICAL PRECAST MANHOLE20

C504

SCALE: NTS

BULL RUN VALVE18

C504

PVC WATER-TIGHT

ACCESS CAP

VALVE DIRECTION HANDLE

OUT

IN

OUT

PVC RISER TUBE

PVC RISER CAP ADAPTER

4" PVC BULL RUN VALVE, INSTALL PER

MANUFACTURERS RECOMMENDATIONS

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Date: 2020.12.15 16:50:08 -07'00'

SCALE: NTS

UNDERGROUND INFILTRATOR DETAIL21

C505

~129'

~4 7'

ISOLATOR ROW CHAMBERS, INSTALL PER

MANUFACTURERS RECOMMENDATIONS

STORMWATER CHAMBERS STORMTECH

SC-740 OR APPROVED EQUAL (TYP)

12" HDPE INLET PIPES

(TYP)

24" HDPE OVERFLOW

MANIFOLD

60" DIA. MANHOLE STRUCTURE

RIM EL. = 5226.50

SE INV. IN = 5221.50

NE INV OUT = 5221.50

SW INV OUT = 5221.50

NW INV OUT = 5221.25

3' X 3' CATCH BASIN W/ CAST IN FRAME, PEDESTRIAN

RATED GRATE, AND SOLID WALLS

GRATE EL. = 5224.75

FLOOR EL. = 5216.75

NW INV. OUT = 5221.75

24" HDPE ISOLATION

ROW ACCESS PIPE

24" HDPE OVERFLOW

MANIFOLD

BOTTOM OF CHAMBERS EL. = 5220.75

BOTTOM OF FOUNDATION STONE EL. = 5220.25

ESTIMATED EARTHWORK QUANTITIES

CUT FILL

(CCY) (CCY)

STORMWATER INFILTRATION SYSTEM 1430 1430

IMPORTED DRAIN ROCK 539

BERM AROUND POND 981 981

A C506

24" HDPE PIPE

SCALE: NTS

FENCE STEEL POST DETAIL22

C505

5/16" DIA. WEATHER RESISTANT

COATED WIRE ROPE (3/16" DIA.

WITHOUT COATING)

1/4" STEEL ROAD LOOP,

3/8" DIA. BEND

CROWN FOR DRAINAGE

CONCRETE FOOTING

12"

2"

PO

ST

E M

BE

D

M

EN

T

EX

PO

SE

D P

O

ST

" 2" SCH 40 STEEL PIPE

WELDED ON STEEP PIPE CAP

SCALE: NTS

CABLE RAIL STEEL POST FENCE DETAIL23

C505

CONCRETE FOOTING

SEE DETAIL 22/C505

(TYP.)

GROUND SURFACE

2" SCH 40 STEEL PIPE

SEE DETAIL 22/C505

LOOP AND CRIMP

ENDS OF WIRE

ROPE RAILS

1 1/2" DIA. SCH 40 STEEL

PIPE WELDED IN PLACE

HORIZONTAL BRACE

1 1/2" DIA. SCH 40 STEEL PIPE

WELDED IN PLACE DIAGONAL BRACE

CORNER/END TREATMENT

10' MAX

SCALE: NTS

TYPICAL PRIVACY FENCE AND CORNER24

C505

1 3/8" HDPE X 6' NOMINAL PRIVACY SLATS

2" WOVEN WIRE FABRIC FENCE

CAP, TYP ALL POSTS

1 1/4" TOP RAIL WITH

TIE WIRES 24" O.C.

2" LINE POST WITH

TIE WIRES 14" O.C.

1'-0" DIA. CONC

LINE BASE

10' MAX

(TYP)

1 1/4" BOTTOM RAIL, 2"

MAX ABOVE PAVEMENT

WITH TIE WIRES 24" O.C.

3' -6

TY

P

4' -0

TY

P

1'-4" DIA. CONC

CORNER BASE

3/8" ROUND ROD PRESSED

STEEL CONNECTION AND

TURN BUCKLE, TYP

1 1/4" CORNER BRACE

WITH TIE WIRES 24" O.C.

3" CORNER POST WITH

STRETCHER BAR BANDS 12"

O.C. AND FLAT BAR 1/4"X3/4"

6' -0

3'

-6

1" CROWN

TYP

NOTES:

1. ALL FOOTINGS SHALL BE 4,000 PSI, 28 DAY STRENGTH.

2. FOOTINGS SHALL BE CYLINDRICAL OF THE DIAMETER INDICATED.

3. FENCE FABRIC TO BE #9 GA. HOT GALVANIZED WIRE WOVEN IN A 2" MESH,

CYCLONE CHAIN LINK FABRIC OR APPROVED EQUAL.

4. ALL POSTS, RAILS AND FITTINGS GALVANIZED BY HOT DIP PROCESS.

5. ALL PIPE (RAILS AND POSTS) TO BE NOMINAL STD. WEIGHT.

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:50:36

18"

MIN*

8'

MAX

6" MIN

D C

B

A

12" MIN

PROVIDE ~14,200 SF OF ADS GEOSYNTHETICS 601T NON-WOVEN

GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN

A & B LAYERS

12" MIN51"6"

MIN

*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED

INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,

INCREASE COVER TO 24".

EXCAVATION WALL

(CAN BE SLOPED OR VERTICAL)

PERIMETER STONE

(SEE NOTE 5)

SC-740 END CAP

SUBGRADE SOILS

(SEE NOTE 4)

PAVEMENT LAYER (DESIGNED

BY SITE DESIGN ENGINEER)

30"

6" MIN

ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS

MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL

CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT

D

FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS

FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM

OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED

GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE

MAY BE PART OF THE 'D' LAYER

ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER

ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT

SUBGRADE REQUIREMENTS.

N/A

PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED

INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND

PREPARATION REQUIREMENTS.

C

INITIAL FILL: FILL MATERIAL FOR LAYER 'C'

STARTS FROM THE TOP OF THE EMBEDMENT

STONE ('B' LAYER) TO 18" ABOVE THE TOP OF THE

CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY

BE A PART OF THE 'C' LAYER.

GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%

FINES OR PROCESSED AGGREGATE.

MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU

OF THIS LAYER.

AASHTO M145¹

A-1, A-2-4, A-3

OR

AASHTO M43¹

3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10

BEGIN COMPACTIONS AFTER 12" OF MATERIAL OVER THE

CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN

6" MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL

GRADED MATERIAL AND 95% RELATIVE DENSITY FOR

PROCESSED AGGREGATE MATERIALS. ROLLER GROSS

VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs. DYNAMIC

FORCE NOT TO EXCEED 20,000 lbs.

B

EMBEDMENT STONE: FILL SURROUNDING THE

CHAMBERS FROM THE FOUNDATION STONE ('A'

LAYER) TO THE 'C' LAYER ABOVE. POROSITY > 40%

CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹

3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.

A

FOUNDATION STONE: FILL BELOW CHAMBERS

FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)

OF THE CHAMBER. POROSITY > 40%

CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹

3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3

NOTES:

1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL

STORMWATER COLLECTION CHAMBERS".

3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.

4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.

5. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.

PLEASE NOTE:

1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".

2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.

3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.

SCALE: NTS

SECTIONA

C505

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Date: 2020.12.15 16:51:10 -07'00'

O O O O

O O

O O

O O

O O

O

O

O

O

O

O

O O O O O O O

X

X

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

XX

XXXXX

XXX

XXX

XXXXXX

XXX

XXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXX

EXISTING

CXT FLUSH

RESTROOM

EXISTING

RECREATION

BUNKHOUSE

EXISTING

PAY BOOTH

NOTES:

1. RETAIN AND PROTECT EXISTING LANDSCAPE FEATURES AND

FLORA UNLESS OTHERWISE NOTED.

2. FINAL SELECTION OF FLORA TO BE APPROVED BY THE

GOVERNMENT. FLORA SHOWN IN THE LANDSCAPE LEGEND MAY

BE SUBSTITUTED WITH APPROVED EQUAL.

KEY NOTES:

1. PROVIDE ~60 CY, 4" MINUS COBBLE ROCK MULCH TO MATCH

EXISTING, PLACED 6" THICK OVER 27 MIL POLYPROPYLENE WEED

FABRIC.

2. PROVIDE ~9 CY, 1-1/2" MINUS CRUSHED ROCK MULCH TO MATCH

EXISTING, PLACED 3" THICK OVER 27 MIL POLYPROPYLENE WEED

FABRIC.

3. PROVIDE NATIVE LANDSCAPE WITHOUT IRRIGATION. RESEED

DISTURBED SOIL TO MATCH NATIVE FLORA.

4. PROVIDE (7) LARGE ~3'-4' LANDSCAPE BOULDERS, EVENLY

SPACED, PARTIALLY BURIED TO PREVENT MOVEMENT.

PROPOSED

VISITOR

CENTER

LEGEND

PROPOSED 4" COBBLE ROCK MULCH

PROPOSED 1-1/2" CRUSHED ROCK MULCH

PROPOSED NATIVE FLORA

EXISTING WOOD FENCE

PROPOSED STEEL POST AND CABLE FENCE

PROPOSED CHAIN LINK FENCE

(2) NEATLEAF HACKBERRY (CELTIS RETICULATA)

(3) DESERT FERNBUSH (CHAMAEBATIARIA)

OO

XX

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Date: 2020.12.15 16:52:36 -07'00'

ABBREVIATIONS

C CONT.

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR OR CLEAR

CLRM CLASSROOM

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CNTRSK COUNTERSUNK

CO CLEANOUT OR CONCRETE

OPENING

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUE/CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW OR

COLD WATER

CW/ COORDINATE WITH

D

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DN DOWN

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

E

E LABEL CLASS E DOOR

EA EACH

EB EXPANSION BOLT

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH

SYSTEM

EJ EXPANSION JOINT

EP ELECTRICAP PANELBOARD

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPANSION

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FB FLAT BAR

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FFLR FINISH FLOOR

FGL FIBERGLASS

FH FIRE HOSE

FHC FINISH HOSE CABINET

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FO FACE OF

FOC FACE OF CONCRETE/CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FOT FACE OF TREAD

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT

TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FTW FIRE TREATED WOOD

FURR FURRING

FWC FABRIC WALLCOVERING

G

G NATURAL GAS OR GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-

REINFORCED GYPSUM

GI GALVANIZED IRON

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H

H HIGH

HAS HEADED ANCHOR STUD

HB HOSE BIBB

HC HANDICAPPED

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HVAC HEATING VENTILATING

AND AIR CONDITIONING

HW HOT WATER

HYDR HYDRAULIC

I

IBC INTERNATIONAL

BUILDING CODE

ID INSIDE DIAMETER

I CONT.

IN INCH

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

JAN JANITOR

JT JOINT

JST JOIST

K

KPD KEYPAD

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LP LOW POINT

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MH MANHOLE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MTD MOUNTED

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE

WATERPROOFING

N

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

NTS NOT TO SCALE

O

O/ OVER

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OZ OUNCE

P

P/ PER

PA PUBLIC ADDRESS

PAR PARAPET

PART PARTICLE

PAT PATTERN

PB PULL BOX

P CONT.

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAL FOOT

PLG PILING

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

Q

QT QUARRY TILE

QTY QUANTITY

R

R RADIUS OR RISER

RB RESILIENT BASE

RBM REINFORCED BRICK

MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REINF REINFORCE(D)

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RWL RAIN WATER LEADER

RV ROOF VENT

RVL REVEAL

S

SB SPLASH BLOCK

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SD SMOKE DETECTOR

SECT SECTION

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHR SHOWER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN

DISPENSER

SNR SANITARY NAPKIN

RECEPTACLE

SP EL SPOT ELEVATION

SPD SOAP DISPENSER

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

S CONT.

SST STAINLESS STEEL

ST STAIRS OR STREET

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURE

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

SYM SYMMETRICAL

T

T TREAD

TB TOWEL BAR

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

THRES THRESHOLD

TG TONGUE AND GROOVE

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CURB/CONCRETE

TOD TOP OF DRAIN

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

OR PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TRANS TRANSOM

TRTD TREATED

T/S TUB/SHOWER

TV TELEVISION

TYP TYPICAL

U

UBC UNIFORM BUILDING CODE

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

W

W/ WITH

W/O WITH OUT

WD WOOD

W WIDE

WB WALL BEYOND

WC WALL CLOSET OR

WALL COVERING

WG WIRE GLASS

WP WORK POINT

WR WASTE RECEPTACLE

WWF WELDED WIRE FABRIC

(E) EXISTING

(F) FUTURE

(N) NEW

(R) RENOVATE

CENTERLINE

DIAMETER OR ROUND

PERPENDICULAR

SQUARE

# NUMBER

& AND

@ AT

L ANGLE

A

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACOUST ACOUSTICAL

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICAN'S WITH

DISABILITIES ACT

ADAAG AMERICAN'S WITH

DISABILITIES ACT

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVE AVENUE

AVG AVERAGE

AW ARCHITECTURAL

WOODWORK

AWT ACOUSTICAL WALL

TREATMENT

B

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLT IN BUILT-IN

BM BEAM

BN BULLNOSE

BO BOTTOM OF

BOC BASE OF CURB

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BU BUILT-UP

BUR BUILT-UP ROOFING

C

C CHANNEL

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CB CATCH BASIN

CBB CEMENTITIOUS (BACKER)

BOARD

CC CENTER TO CENTER

CD CONSTRUCTION

DOCUMENTS

CDR CARD READER

CDW CHILLED DRINKING WATER

L I C

E N S E D A R C H I T E C

T

S TA

TE O F UT A H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

12/14/2020

:1 :4

A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B L M

L it tl e

S a h a ra re v is e d ro o f_ k u n d e rw o o d .r v t

A B B R E V

IA

T

IO

N S

GI-002

L

IT

T L E

S A H A R A

V

IS

IT

O R

C E N T E R

R E P L A C E M E N T

S C

K U

D e s ig n e r

A p p ro v e r

W E S T

D E S E R T

D

IS

T R

IC

T

U T A H

16 78

A101

SYMBOL & MATERIAL LEGEND

AE101

XX

AE422

EXTERIOR ELEVATION

INTERIOR ELEVATION

BUILDING SECTION

WALL SECTION

DETAIL CALLOUT

CALLOUT

KEYNOTE

DOOR TAG

WALL, FLOOR, ROOF

OR CEILING TYPE

ROOM TAG

WINDOW TAG

LEVEL MARKER

GRID

NORTH ARROW

CEILING TAG

A101

A101

A101

A101

A

ROOM

NAME

XXX

150 SF

A2

XXXX

ADD#01

N

XXXXX

GLASS TAG

REVISION TAG

1t

10' - 0"

CEILING TYPE

CEILING HEIGHT

ROOM NAME

ROOM NUMBER

ROOM SF

CONCRETE

MASONRY

STEEL/ METAL STUD

RIGID INSULATION

FINISH GRADE WOOD/

HARDWOOD

PLYWOOD

SPRAY FOAM INSULATION

DEMOLITION, SHOWN

VIA HIDDEN LINE

WOOD STUD

EARTH

GRAVEL

BATT INSULATION

DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

KEYNOTE

NUMBER

XX.XX

GLASS TYPE

DOOR NUMBER

WINDOW TYPE

A2

A1A

A4

A

A1A3

Name Elevation

ELEVATION MARKER

ELEVATION

ABOVE DATUM

ELEVATION

DESCRIPTION

REVISION #

REVISION

DESCRIPTION

ASSEMBLY

NUMBER

CONTINUOUS MATERIAL

NON CONTINUOUS

MATERIAL (BLOCKING)

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED

L I C

E N S E D A R C H I T E C

T

S TA

TE O F UT A H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

12/14/2020

:1 :4

A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B L M

L it tl e

S a h a ra re v is e d ro o f_ k u n d e rw o o d .r v t

G E N E R A L

IN

F O R M A T

IO

N

GI-003

L

IT

T L E

S A H A R A

V

IS

IT

O R

C E N T E R

R E P L A C E M E N T

S C

K U

D e s ig n e r

A p p ro v e r

W E S T

D E S E R T

D

IS

T R

IC

T

U T A

17 78

LIFE SAFETY GENERAL NOTES

1. FIRE STOPPING MATERIALS FOR NON-FERROUS PIPE, CONDUIT AND OTHER

SYNTHETIC MATERIALS SHALL BE COMPATIBLE WITH ALL MATERIALS IN

CONTACT.

2. FIRE STOPPING MATERIALS INSTALLED ARE REQUIRED TO HAVE LABELS ON

BOTH SIDES OF THE PROTECTED PENETRATION.

3. SEAL EXISTING ELEVATIONS OF FLOOR SLABS OR RATED WALLS WITH

LISTED FIRE-RATED ASSEMBLIES/MATERIALS.

1 2 3 4

A

B

C

D

E

MED

UNIT

TOILET

MECHANICAL

BREAKROOM

JANITOR

STORAGE

MED.

STORAGE

WOMEN'S

TOILET

MEN'S

TOILET

RECEPTION

CONFERENCE

CASH

ROOM

LOBBY

HALL

WORK

AREA

STORAGE

VESTIBULE

HALL

" OCCPANCY TYPE:

OCCUPANT LOAD FACTOR

OVERALL OCCUPANTS

GROSS AREA

B

3,105 SF

FEC

FEC

31' - 6" 67' - 0"

LIFE SAFETY LEGEND

1 - HR FIRE BARRIER

2 - HR FIRE BARRIER

EXIT SIGN

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET

FEC

EGRESS PATH

TRAVEL DISTANCE

30' - 0" 50' - 0"

ACCESSIBLE EXIT/

ENTRANCE

COMMON PATH

OF TRAVEL

North: ______ South: ______ East: ______ West: ______

Special Use and Occupancy (e.g. High Rise, Covered Mall): __________________

Exit Width Required: ____________ Exit Width Provided: ____________

Element HoursElement Assembly

Listing Hours

Smoke Partitions Fire Partitions

Exterior Bearing Walls Interior Bearing Walls Exterior Non-Bearing Walls Structural Frame Partitions - Permanent Fire Barriers

Floors - Ceiling Floors Roofs - Ceiling Roofs Exterior Doors and Windows Shaft Enclosures Fire Walls

BAHTBABABA

Design Wind Speed: ______ mphB. Seismic Design Category: ______

K. Design Occupant Load: ______________

J. Fire Resistance Rating Requirements for Building Elements (hours).

____________________________________________Tabular Area:I:

per Floor (square feet): Actual AreaH:

Number of Stories: ______ Building Height: ________________________G:

Required: ______ Provided: ______ Type of Sprinkler System: ____________

Sprinklers:F:

Mixed Occupancies: ______ Nonseparated Uses: ______E.

separation distance (in hours):

Requirements for the Exterior Walls based on the fireFire Resistance RatingD.

C. Type of Construction (circle one):

Change in Use: Yes ______ No ______ Mixed Occupancy: Yes ______ No ______

Guild…