Attachment_2_-_Drawings_-_134.pdf

LEGEND

APPROVED:

RECOMMENDED:

Superintendent

Project Manager

Date

Date

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

DEPARTMENT OF THE INTERIOR

UNITED STATES

NATIONAL PARK SERVICE

DENVER SERVICE CENTER STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF PROJECT

A/E FIRMS

PRIME/ARCH:

KENNETH HAHN ARCHITECTS

OMAHA, NE

STRUCTURAL ENGINEER:

OLSSON

OMAHA, NE

MECH/ELEC/PLMB ENGINEER:

ALVINE ENGINEERING

OMAHA NE

CIVIL ENGINEER:

HDR INC.

OMAHA, NE

LANDSCAPE ENGINEER:

BENESCH

OMAHA, NE

INTERIOR DESIGN:

I.E. DESIGN

LINCOLN, NEA

u to d e s k D o c s /N

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B a d la n d s V is it o r

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NORTH UNIT VISITOR CENTER ---

MIDWEST JACKSON SOUTH DAKOTA

80112

100% FINAL CD

CEDAR PASS

PROJECT LOCATION

CONSTRUCT NEW NORTH UNIT VISITOR CENTER

BADLANDS NATIONAL PARK

BADLANDS NATIONAL PARK

Mark Sheet REVISION Date Initial

1 134

E0.0, E0.1, E1.1, E2.1, E3.1, E4.1, E5.1, E6.1, E7.1, E7.2, E7.3, E7.4, E7.5

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of South Dakota

KENNETH J. MORGAN

DATEELECTRICAL

My license renewal date is; 01-31-2027

ENGINEER NO. 10220

Drawings covered by this seal:

07-09-202510220

KENNETH J.

MORGANR

E

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S O

UTH DAKOTA

REG. NO.

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14417

STEPHEN R. SMITH

REG . NO.

7/9/25

1. IN THE EVENT OF DISCREPANCIES WITHIN THE DRAWINGS OR SPECIFICATIONS, THE GREATER QUALITY AND QUANTITY OF THE ITEMS IN QUESTION SHALL BE UTILIZED AT ALL LOCATIONS WHERE

SUCH DISCREPANCIES OCCUR.

2. THE LOCATION OF ALL UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS, AND SOME

LOCATIONS MAY BE INACCURATE. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF

UNDERGROUND UTILITIES UNTIL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES, AND THEN ONLY WITH EXTREME CAUTION TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY OR PERSONAL INJURY. HAND-DIGGING MAY BE REQUIRED WHEN THE EXCAVATION AND UTILITIES ARE EXTREMELY CLOSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL REPAIR AND REPLACEMENT COST OF ANY UNDERGROUND UTILITY DAMAGE.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SHALL BE RESPONSIBLE FOR THE SAME.

COORDINATE ALL WORK AND SHOP DRAWINGS WITH OTHER TRADES.

4. THE CONTRACTOR SHALL COORDINATE ALL TESTING AND INSPECTIONS AS SPECIFIED, OR AS

NECESSARY TO DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION.

5. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

6. ALL MATERIALS AND EQUIPMENT OF THE SAME TYPE SHALL BE SUPPLIED BY THE SAME

MANUFACTURER, AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS.

7. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

8. "PROVIDE" MEANS TO FURNISH AND INSTALL.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. CONTRACTOR SHALL ANTICIPATE AREAS WHERE THE INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WILL BE RESTRICTED, CONGESTED, OR DIFFICULT TO INSTALL, AND SHALL COORDINATE INSTALLATION

BETWEEN THE TRADES.

10. CONTRACTOR SHALL COORDINATE LOCATIONS FOR ALL MECHANICAL AND ELECTRICAL ITEMS WITH THE GENERAL CONSTRUCTION AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

INSTALLATION AND/OR FABRICATION.

11. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE OF BUILDING MATERIALS, EQUIPMENT, AND

TRASH CONTAINERS WITH OWNER.

12. ALL DIMENSIONS LOCATING BUILDING AND SITE IMPROVEMENTS ARE TO FACE OF BUILDING OR EDGE

OF WALK, AND RUN PARALLEL OR PERPENDICULAR TO PROPERTY LINE.

13. ALL NEW CONSTRUCTION DIMENSIONS ARE TO FACE OF GYPSUM OR FACE OF CONCRETE. ALL DIMENSIONS FROM EXISTING CONSTRUCTION WILL BE FROM FINISH FACE. DIMENSIONS TO COLUMNS

WILL BE TO CENTERLINE.

14. ALL ANGLES ON PLANS ARE 45-OR 90-DEGREES, UNLESS NOTED OTHERWISE.

15. IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED

AND COMPLETE PROJECT. CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS REQUIRED TO

ACHIEVE THIS FINISHED PROJECT.

16. ALL ELEVATIONS INDICATED ON THE DRAWINGS ARE BASED ON A FINISH FLOOR DATUM OF 100'-0".

WHERE ITEMS ARE LABELED A.F.F. (ABOVE FINISHED FLOOR), CONTRACTOR SHALL SET THE ITEM AS

MEASURED FROM THE LOCAL FLOOR ELEVATION. COORDINATE ANY DISCREPANCIES REGARDING

THIS SITUATION TO ASSURE THAT ALL BUILDING COMPONENTS ARE PROPERLY SET TO FUNCTION AS INTENDED. CONTRACTOR SHALL ERECT ALL PARTITIONS IN A VERTICAL PLANE, NOT NECESSARILY

PERPENDICULAR TO THE FLOOR.

17. INSTALL 16-GA. SHEET METAL PLATES WITHIN PARTITIONS AS REQUIRED FOR INSTALLATION OF WALL-

MOUNTED CABINETS, TOILET ACCESSORIES, WALL STOPS, AND MISCELLANEOUS ITEMS.

18. ALL CEILING GRID SHALL BE CENTERED WITHIN THE ROOM OR CORRIDOR IN WHICH IT OCCURS.

WHERE POSSIBLE, SUSPENDED CEILING BORDER TILES SHALL NOT BE LESS THAN 6".

19. ALL CHANGES IN FLOOR MATERIALS OCCUR AT THE CENTERLINE OF THE DOORS IN THE CLOSED

POSITION, UNLESS SHOWN OTHERWISE.

20. ALL INTERIOR WALLS ARE TYPE A1 UNLESS NOTED OTHERWISE. SEE SHEET A-601 FOR WALL TYPES.

21. ALL GYPSUM BOARD IS 5/8" THICK, UNLESS NOTED OTHERWISE.

22. ALL METAL STUDS ARE 3-5/8" WIDE, UNLESS NOTED OTHERWISE.

23. ALL METAL STUDS SHALL BE HELD AT LEAST 1/4" AWAY FROM STRUCTURAL STEEL COLUMNS.

24. WHERE METAL STUDS EXTEND TO BOTTOM OF STRUCTURE ABOVE, PROVIDE DOUBLE-HEAD TRACK

TO ALLOW FOR 3/4" MINIMUM DEFLECTION OF THE STRUCTURE.

25. SEE FIRE PROTECTION AND EGRESS PLANS FOR LOCATIONS OF RATED PARTITIONS AND FIRE

EXTINGUISHERS.

26. IN SOME INSTANCES, THERMAL AND SOUND INSULATION HAS BEEN OMITTED FROM DETAILS FOR CLARITY. SEE SPECIFICATIONS, WALL TYPES, AND WALL SECTIONS FOR LOCATIONS REQUIRING

INSULATION.

27. WALL TYPES ARE INDICATED AT LARGE-SCALE PLAN DETAILS. IN SOME INSTANCES, NOT ALL

FRAMING OR FURRING IS SHOWN FOR CLARITY. CONTRACTOR SHALL CONSTRUCT USING NORMAL

FRAMING METHODS AND SHALL COMPLY WITH SPECIFICATION REQUIREMENTS.

EARTH

1. THESE LEGENDS ARE COMPOSED OF STANDARD

SYMBOLS AND ARE PERTINENT TO THE CONDITIONS IN

THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND

SHEET MAY APPEAR IN THIS SET OF DRAWINGS TO

INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS

SHOWN ON THIS SHEET.

CONCRETE

CRUSHED ROCK

GRAVEL

CONCRETE MASONRY UNITS (PLAN)

AS INDICATED

AS INDICATED

BRICK

WOOD (ROUGH)

WOOD (FINISH)

PLYWOOD

METAL

GYPSUM WALLBOARD AS INDICATED

PLASTER AS INDICATED

RIGID INSULATION

BLANKET INSULATION

GLASS (ELEVATION)

GLASS (LARGE SCALE SECTION)

WOOD STUD PARTITION

METAL STUD PARTITION

CONCRETE MASONRY UNITS

(SECTION)

1A

A201

SHEET NUMBERS OMITTED IF SECTION IS CUT

AND DETAILED ON SAME DRAWING.

ROOM NAME / NUMBER

DOOR NUMBER

XXXX

WINDOW FRAME TYPE

XX WALL TYPE WITH

WALL HEIGHT

REVISION NUMBER

SECTION NUMBER

SHEET NUMBER OF DRAWING

WHERE SECTION IS SHOWN

A4.01

DIRECTION OF SIGHT

OF ELEVATION ON PLAN

SHEET NUMBER OF DRAWING

WHERE ELEVATION IS SHOWN

DIRECTION OF SIGHT

OF ELEVATION ON PLAN

SHEET NUMBER OF DRAWING

WHERE ELEVATION IS SHOWN

X

ROOM NAME

XX

XX KEY NOTE

STANDARD NORTH ARROWS

SECTION IDENTIFICATION

ELEVATION IDENTIFICATION

LEGEND NOTES:

ARCHITECTURAL LEGENDARCHITECTURAL SYMBOLS

10'-0"

A501

GENERAL NOTES

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS SET OF DRAWINGS TO

INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEETS.

LEGEND NOTES

SHEET LIST

GENERAL

1. G0.0 COVER SHEET

2. G1.0 SHEET LIST GENERAL NOTES AND LEGENDS

3. G2.1 OCCUPANCY AND EGRESS PLAN

4. G3.1 3D VIEWS

CIVIL

5. C0.0 CIVIL LEGEND & ABBREVIATIONS

6. X1.1 DEMOLITION PLAN LAYOUT

7. C1.1 TOPOGRAPHIC SURVEY

8. C1.2 OVERALL SITE LAYOUT

9. C1.3 EROSION CONTROL LAYOUT

10. C1.4 OVERALL SITE GRADING

11. C1.5 LAYOUT POINTS

12. C1.6 LAYOUT POINTS

13. C1.7 LAYOUT POINT TABLES

14. C1.8 LAYOUT POINT TABLES

15. C1.9 JOINT LAYOUT

16. C1.10 JOINT LAYOUT

17. C1.11 PAVEMENT MARKING LAYOUT

18. C1.12 PAVEMENT MARKING LAYOUT

19. C2.1 PLANTING PLAN AND NOTES

20. C2.2 DETAILS

21. C5.1 CIVIL DETAILS

22. C5.2 CIVIL DETAILS

23. C5.3 CIVIL DETAILS

24. C5.4 CIVIL DETAILS

25. C5.5 CIVIL DETAILS

26. C5.6 CIVIL DETAILS

27. C5.7 CIVIL DETAILS

28. C5.8 CIVIL DETAILS

29. C8.1 WATER SERVICE PLAN & PROFILE

30. C8.2 SANITARY SEWER PLAN & PROFILE

31. C8.3 STORM SEWER PLAN & PROFILE

32. C8.4 STORM SEWER PLAN & PROFILE

33. C8.5 PROPANE SERVICE LINE PLAN

ARCHITECTURAL

34. A1.1 FLOOR PLAN

35. A1.2 ROOF PLAN

36. A1.3 REFLECTED CEILING PLAN

37. A1.4 UNDER SLAB PLAN

38. A2.1 EXTERIOR ELEVATIONS

39. A2.2 EXTERIOR ELEVATIONS

40. A2.3 CONCRETE PANEL ELEVATIONS

41. A2.4 CONCRETE PANEL ELEVATIONS

42. A2.5 CONCRETE PANEL ELEVATIONS

43. A3.1 BUILDING SECTIONS

44. A3.2 BUILDING SECTIONS

45. A3.3 WALL SECTIONS

46. A3.4 WALL SECTIONS

47. A4.1 ENLARGE FLOOR PLANS & WALL TYPES

48. A4.2 INTERIOR ELEVATIONS

49. A4.3 RETAIL CASEWORK DETAILS

50. A4.4 CASEWORK SECTIONS AND DETAILS

51. A4.5 SIGNAGE ELEVATIONS AND SCHEDULE

52. A5.1 SECTIONS AND DETAILS

53. A6.1 DOOR SCHEDULE AND FRAME TYPES

54. A7.1 FRAME DETAILS

55. A7.2 FRAME DETAILS

INTERIORS

56. I1.1 LEVEL 1 INTERIOR FINISH PLAN

57. I1.2 INTERIOR ELEVATIONS

58. I1.3 INTERIOR DETAILS

59. I1.4 ROOM FINISH SCHEDULE

STRUCTURAL

60. S0.1 STRUCTURAL GENERAL NOTES

61. S0.2 STRUCTURAL GENERAL NOTES

62. S0.3 STRUCTURAL GENERAL NOTES

63. S0.4 ROOF LOADING DIAGRAMS

64. S0.5 PRECAST WALL LOADING DIAGRAMS

65. S0.6 STRUCTRUAL SPECIAL INSPECTIONS

66. S0.7 STRUCTURAL SPECIAL INSPECTIONS

67. S1.1 FOUNDATION PLAN

68. S1.2 SOUTH ENTRANCE FOUNDATION PLAN

69. S1.3 ROOF FRAMING PLAN

70. S1.4 ROOF CLEARESTORY FRAMING PLAN

STRUCTURAL (CONT.)

71. S2.1 FRAMING ELEVATIONS

72. S2.2 FRAMING ELEVATIONS

73. S2.3 FRAMING ELEVATIONS

74. S2.4 FRAMING ELEVATIONS

75. S2.5 FRAMING ELEVATIONS

76. S2.6 FRAMING ELEVATIONS

77. S3.1 FOUNDATION DETAILS

78. S3.2 FOUNDATION DETAILS

79. S3.3 FOUNDATION DETAILS

80. S3.4 FOUNDATION DETAILS

81. S4.1 FRAMING DETAILS

82. S4.2 FRAMING DETAILS

83. S4.3 FRAMING DETAILS

84. S4.4 FRAMING DETAILS

85. S4.5 FRAMING DETAILS

MECHANICAL

86. M0.0 MECHANICAL SYMBOLS AND ABBREVIATIONS

87. F1.1 FINISH FLOOR FIRE PROTECTION PLAN

88. F2.0 FIRE PROTECTION DETAILS

89. M1.0 FOUNDATION PLAN - HVAC

90. M1.1 FINISH FLOOR HVAC FLOOR PLAN

91. M1.2 ROOF PLAN - HVAC

92. M2.1 FINISH FLOOR PIPING FLOOR PLAN

93. M3.1 ENLARGED MECHANICAL PLANS

94. M3.2 ENLARGED MECHANICAL SECTIONS

95. M3.3 ENLARGED MECHANICAL SECTIONS

96. M4.1 MECHANICAL DETAILS

97. M4.2 PIPING DETAILS

98. M5.1 MECHANICAL SCHEDULES

99. M5.2 MECHANICAL SCHEDULES

100. M5.3 MECHANICAL SCHEDULES

PLUMBING

101. P1.1 FINISH FLOOR PLUMBING FLOOR PLAN

102. P2.2 LARGE SCALE PLUMBING FLOOR PLANS

103. P3.1 WATER RISER DIAGRAM

104. P3.2 SANITARY WASTE AND VENT RISER DIAGRAM

105. P4.1 PLUMBING DETAILS

106. P5.1 PLUMBING SCHEDULES AND DETAILS

107. P5.2 PLUMBING SCHEDULES

ELECTRICAL

108. E0.0 ELECTRICAL SYMBOLS AND ABBREVIATIONS

109. E0.1 SITE PLAN - ELECTRICAL

110. E1.0 FOUNDATION PLAN - ELECTRICAL

111. E1.1 FINISH FLOOR LIGHTING PLAN

112. E2.1 FINISH FLOOR POWER FLOOR PLAN

113. E3.1 FINISH FLOOR FIRE ALARM FLOOR PLAN

114. E4.1 FINISH FLOOR ELECTRICAL ENLARGED PLANS

115. E5.1 ELECTRICAL RISER DIAGRAM

116. E6.1 ELECTRICAL DETAILS

117. E7.1 ELECTRICAL SCHEDULES

118. E7.2 ELECTRICAL SCHEDULES

119. E7.3 ELECTRICAL SCHEDULES

120. E7.4 ELECTRICAL SCHEDULES

121. E7.5 ELECTRICAL SCHEDULES

TECHNOLOGY

122. T0.0 TECHNOLOGY SYMBOLS AND ABBREVIATIONS

123. T0.1 TECHNOLOGY SCHEDULES

124. T1.1 FINISH FLOOR INFRASTRUCTURE FLOOR PLAN

125. T2.1 FINISH FLOOR INFRASTRUCTURE REFLECTIVE CEILING PLAN

126. T3.1 FINISH FLOOR COMMUNICATIONS FLOOR PLAN

127. T4.1 FINISH FLOOR SECURITY FLOOR PLAN

128. T5.1 ENLARGED PLANS AND RACK ELEVATIONS

129. T6.1 TECHNOLOGY RISERS

130. T8.1 TECHNOLOGY DETAILS

131. T8.2 TECHNOLOGY DETAILS

132. T8.3 TECHNOLOGY DETAILS

133. T8.4 TECHNOLOGY DETAILS

134. T8.5 TECHNOLOGY DETAILS

DATE:

DESIGNED:

TECH. REVIEW:

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APPLICABLE CODES

REFERENCE:

IBC 2024

NFPA 101 2024

(where IBC is silent)

IECC 2024

IPC 2024

IMC 2024

NFPA 70 2023

IFC 2024

IFGC 2024

APPLICABLE CODES:

COMMERCIAL BUILDING:

LIFE SAFETY:

NPS STRUCTURAL FIRE

REFERENCE MANUAL 58:

ENERGY CONSERVATION:

PLUMBING:

MECHANICAL:

ELECTRICAL:

FIRE:

FUEL/GAS:

BUILDING DESCRIPTION

THE NORTH UNIT VISITOR CENTER IS TO BE THE NEW VISITOR

CENTER FOR BADLANDS NATIONAL PARK. A NEW GROUND-UP

FACILITY WILL BE CONSTRUCTED APPROXIMATELY 200 YARDS

SOUTHWEST OF THE EXISTING VISITOR CENTER AT 25216

SD-240, INTERIOR, SOUTH DAKOTA. THE FACILITY WILL

CONSIST OF OFFICES, RETAIL, VISITOR INFORMATION

SERVICES AND PALEONTOLOGICAL DISPLAYS.

GENERAL BUILDING INFORMATION

CONSTRUCTION TYPE: TYPE IIB SPRINKLERED

GROSS BUILDING AREA:

MAXIMUM ALLOWABLE: 38,000 SF

ACTUAL GROSS AREA: 17,176 SF

BUILDING HEIGHT:

MAXIMUM ALLOWABLE: 75'

ACTUAL HEIGHT: 29'

FINISH FLOOR ELEVATION:

CIVIL 2440'-6"

ARCHITECTURAL 100'-0"

(NOTE: ABOVE INDICATED VALUES ARE USED FOR CODE ANALYSIS

ONLY, AND SHALL NOT BE USED FOR BIDDING OR CONSTRUCTION)

OCCUPANCY AND EGRESS NOTES

1. OCCUPANT LOAD IS 415 PEOPLE.

2. TRAVEL DISTANCE SHALL BE NOT MORE THAN 250 FEET IN

SPRINKLERED BUILDINGS.

PLUMBING FIXTURE REQUIREMENTS

PUBLIC SPACE:

THERE ARE 350 OCCUPANTS TOTAL IN THE PUBLIC AREA: 175 MEN / 175

WOMEN.

OCCUPANCY TYPE:

ASSEMBLY - AUDITORIUMS WITHOUT PERMANENT SEATING, ART GALLERIES,

EXHIBITION HALLS, MUSEUMS, LECTURE HALLS, LIBRARIES, ARCADES AND

GYMNASIUMS.

• WATER CLOSETS REQUIRED: MEN = 1 PER 125, WOMEN = 1 PER 65

• LAVATORIES REQUIRED: 1 PER 200

• DRINKING FOUNTAIN REQUIRED: 1 PER 500

FIXTURE COUNTS MEN:

(2) WATER CLOSETS / URINALS REQUIRED - (10) PROVIDED

(1) LAVATORIES REQUIRED - (6) PROVIDED

FIXTURE COUNTS WOMEN:

(3) WATER CLOSETS REQUIRED - (10) PROVIDED

(1) LAVATORIES REQUIRED - (6) PROVIDED

DRINKING FOUNTAINS:

(1) DRINKING FOUNTAINS REQUIRED - (4) PROVIDED

OFFICE SPACE:

THERE ARE 28 TOTAL OCCUPANTS IN THE OFFICE AREA: 14 MEN / 14 WOMEN

OCCUPANCY TYPE:

BUSINESS

• WATER CLOSETS REQUIRED: 1 PER 25

• LAVATORIES REQUIRED: 1 PER 40

• DRINKING FOUNTAIN REQUIRED: 1 PER 100

FIXTURE COUNTS MEN:

(1) WATER CLOSETS / URINALS REQUIRED - (1) PROVIDED

(1) LAVATORIES REQUIRED - (1) PROVIDED

FIXTURE COUNTS WOMEN:

(1) WATER CLOSETS REQUIRED - (1) PROVIDED

(1) LAVATORIES REQUIRED - (1) PROVIDED

DRINKING FOUNTAINS:

(1) DRINKING FOUNTAINS REQUIRED - (2) PROVIDED (IN LOBBY)

= 180 OCC's

ASSEMBLY - EXHIBIT

5396 SF / 30

= 41 OCC's

ASSEMBLY - EXHIBIT

1221 SF / 30

= 27 OCC's

RETAIL

1584 SF / 60

= 64 OCC's

ASSEMBLY -

UNCONCENTRATED

953 SF / 15= 34 OCC's

CLASSROOM

666 SF / 20

= 4 OCC's

BUSINESS

515 SF / 150

= 15 OCC's

BUSINESS

2115 SF / 150

= 14 OCC's

ASSEMBLY -

UNCONCENTRATED

200 SF / 15

= 2 OCC's

MECHANICAL

670 SF / 500= 1 OCC's

MECHANICAL

462 SF / 500

= 3 OCC's

BUSINESS

388 SF / 150

= 29 OCC's

RESTROOMS

856 SF / 30

323 TOTAL

x .2 = 65"

126' - 7"

148' - 0"

91' - 2"

30= 1 OCC's

BUSINESS

120 SF / 150

VESTIBULE

JANITOR

BREAK

VESTIBULE

LOBBY

EXHIBITS

MECH/ELEC

PALEO LAB

MULTIPURPOSE

LIBRARY

CLASSROOM

MECH/ELEC

COMM

ED SP

R OFFICE

IR OFFICE

CHIEF

TOILET

TOILET

OFFICE

COPY

ADMIN.

BOOK STORE

STORAGE

DISTANCE

LEARNING

SEASONAL

STAFF

INFO DESK

BOOKSTORE

WOMEN

MEN

TRIAGE

OFFICE

WET LAB

MECH YARD

MECH YARD

22" EGRESS WIDTH REQUIRED

34" PROVIDED

22" EGRESS WIDTH REQUIRED

36" PROVIDED

22" EGRESS WIDTH REQUIRED

36" PROVIDED

6" EGRESS WIDTH REQUIRED

34" PROVIDED

6" EGRESS WIDTH REQUIRED

34" PROVIDED

OCCUPANCY AND EGRESS LEGEND

DIRECTION OF EGRESS AND

ANTICIPATED NUMBER OF

OCCUPANTS

SQUARE FOOTAGE OF AREA

TOTAL NUMBER OF OCCUPANTS

PATH OF TRAVEL

OCCUPANCY

### SF / ##

OCCUPANT LOAD

ASCALE 1/16" = 1'-0"

16 0 16 32

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LMS

CIVIL

LEGEND & ABBREVIATIONSC0.0

ABBREVIATIONS

5 134

FO

FO

FO

FO

FO

FO

T T

T

T

T

T

T

T

T

T

T

T

T

T

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

W S

W S

W S

W S

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6' 'S

6' 'S

6' 'S

6'' S

6''S

6''S

6''S

T T

T

T

T

T

T T

T

ST

ST

ST

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

UE

UE

UE

ST

ST

ST

ST

ST

ST

T

T T

T

T

T

T T

T

T

T

T

T

T

T

T

WS

WS

WS

WS

WS

W

W

W

W

W

W

W

W

W

W

T

T

T

T

T

T T

W

W

W

W W

W

W

6''W

6''W

6''W

W

W

W

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

6''S

6''S

6''S

6''S

6' 'S

6' 'S

G

G

G

G

G

G

G

G

G

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

GCE

CLR

GCE

ASCALE 1" = 40'

40 0 40 80

SCALE OF FEET

DEMOLITION PLAN

LAYOUTX1.1

6 134

Point Table

Point #

Northing

519896.2320

520087.6340

519741.4290

520171.2330

519280.5740

519141.9280

519541.4320

Easting

1542574.9600

1542920.3940

1543510.3230

1543240.1080

1542802.3800

1541921.7120

1542381.8160

Elevation

2441.65

2443.79

2435.87

2439.22

2432.01

2426.67

2441.38

Description

IPINCIP_CP4_2.5"AC

IPINCIP -CP2

IPINCIP_CP1-2"AC

IPINNGS

IPINPK_CP6

IPINCIP -CP3-1.25"RCP

IPINCIP_CP5_2.5"AC

POWER POLE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

GUARD POST

AIR CONDITIONERAC

AUTO SPRINKLER

EB

CONIFEROUS TREE

HHE HANDHOLE ELECTRIC

DECIDUOUS TREE

CONTROL POINT

ELECTRIC METER

GAS METER

SANITARY MANHOLE

R ROOF DRAIN

EM

S

HANDICAP PARKING

G

WATER VALVE

STOP BOX

J COMMUNICATION JUNCTION BOX

CATCH BASIN

FLAG POLE

POWER POLE ANCHOR

CONCRETE SURFACE

BITUMINOUS SURFACE

H HANDHOLE

HHC HANDHOLE COMMUNICATIONS

FIBER OPTIC

O

FO

SANITARY SEWER

WATER MAIN

STORM SEWER

FENCE

UNDERGROUND ELECTRICUE

ST

S

GAS MAING

O

W

TELEPHONET

PAVER SURFACE

LANDSCAPE WOODCHIPS

RETAINING WALLS

RCP REINFORCED CONCRETE PIPE

VCP VITRIFIED CLAY PIPE

CMP CORRUGATED METAL PIPE

PVC POLYVINYL CHLORIDE PIPE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

GEOTECHNICAL BORE LOCATION

(SEE SPECIFICATIONS FOR REPORT)

FO

FO

FO

FO

T

T

T

T

T

T

T

STST

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

W S

W S

TT

T

T

T

T

T

T

T

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

6''S

6''S

6''S

6' 'S

6'' S

6''S

T

T

T

T

ST

UE

UE

UE

U E

U E

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

8''S

8' 'S

8' 'S

8' 'S

8' 'S

8' 'S

8' 'S

8'' S

8'' S

8'' S

8'' S

8'' S

8'' S

8'' S

ST

ST

ST

ST

T

T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT

T

T

T

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS WS

WS

WS

WS

WS

W

W

W

W

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W

W

W

W

W

W

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

W

W

W

W

W W

6''W

W

ST

ST

ST

ST

ST

ST

ST

ST

25 24

6''S

6''S

6''S

6''S

6''S

6'' S

6'' S

6'' S

6'' S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6' 'S

6' 'S

6'' S

6' 'S

6' 'S

G

G

G

G

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

LMS

CLR

LMS

ASCALE 1" = 80'

80 0 80 160

SCALE OF FEET

TOPOGRAPHIC SURVEY

C1.1 7 134

FO

FO

FO

FO

FO

T T

T

T

T

T

T

T

T

T

T

T

T

T

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

W S

W S

W S

W S

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

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W

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W

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W

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W

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W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6' 'S

6' 'S

6' 'S

6'' S

6''S

6''S

6''S

T T

T

T

T

T

T T

T

ST

ST

ST

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

UE

UE

UE

ST

ST

ST

ST

ST

ST

T

T T

T

T

T

T T

T

T

T

T

T

T

T

T

WS

WS

WS

WS

WS

W

W

W

W

W

W

W

W

W

W

T

T

T

T

T

T T

W

W

W

W W

W

W

6''W

6''W

6''W

W

W

W

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

6''S

6''S

6''S

6''S

6' 'S

6' 'S

G

G

G

G

G

G

G

G

G

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

ASCALE 1" = 40'

40 0 40 80

SCALE OF FEET

OVERALL SITE LAYOUTLMS

CLR

LMS C1.2

8 134

FO

FO

FO

FO

FO

T T

T

T

T

T

T

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

W S

W S

W S

W S

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6' 'S

6' 'S

6' 'S

6'' S

6''S

6''S

T T

T

T

T

T

T T

T

ST

ST

ST

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

UE

UE

UE

ST

ST

ST

ST

ST

ST

T

T T

T

T

T

T T

T

T

T

T

T

T

T

T

WS

WS

WS

WS

WS

W

W

W

W

W

W

W

W

W

W

W

W W

W

W

6''W

6''W

6''W

W

W

W

ST

ST

ST

ST

ST

ST

ST

ST

6''S

6''S

6''S

6''S

6' 'S

6' 'S

G

G

G

G

G

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

ASCALE 1" = 40'

40 0 40 80

SCALE OF FEET

EROSION CONTROL

LAYOUT

LMS

CLR

LMS C1.3

9 134

FO

T T

T T

T

T

T

T

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6' 'S

6' 'S

6' 'S

6' 'S

6'' S

6'' S

6''S

6''S

6''S

6''S

T

T T

T

T

T

T

T

T T

T T

T

ST

ST

ST

ST

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

ST

ST

ST

ST

ST

ST

ST

ST

T

T T

T

T

T

T

T

T

T

T

T

T

T

W

W

W

W

W

W

W

W

W

W

W

W W

W

W

6''W

6''W

6''W

6''W

W

W

ST

ST

ST

ST

G

G

G

G

G

G

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

ASCALE 1" = 30'

30 0 30 60

SCALE OF FEET

OVERALL SITE

GRADING

GCE

CLR

GCE C1.4

10 134

T T

T T

T

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

6''S

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

T

T

W

W

W

W

W

W

W

W

W

W

6''W

6''W

6''W

6''W

6''W

6''W

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

ASCALE 1" = 20'

20 0 20 40

SCALE OF FEET

LAYOUT POINTS

GCE

CLR

GCE C1.5

11 134

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

W

W

ST

ST

ST

ST

ST

ST

ST

G

G

G

G

G

G

G

G

G

G

G

G

G

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

ASCALE 1" = 20'

20 0 20 40

SCALE OF FEET

LAYOUT POINTS

GCE

CLR

GCE C1.6

12 134

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

LAYOUT POINT TABLES

GCE

CLR

GCE C1.7

13 134

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

LAYOUT POINT TABLES

GCE

CLR

GCE C1.8

14 134

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

ASCALE 1" = 15'

15 0 15 30

SCALE OF FEET

JOINT LAYOUT

GCE

CLR

GCE C1.9

15 134

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

ASCALE 1" = 15'

15 0 15 30

SCALE OF FEET

JOINT LAYOUT

GCE

CLR

GCE C1.10

16 134

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFAu to de sk

D oc s:

//N

PS

B ad la nd s

Vi si to r C en te r/B

AD

L-

VC

_A R

C H

_V

.rv t

8/

/2

8:

:4

AM

NORTH UNIT VISITOR CENTER

310747

80112

100% FINAL CONSTRUCTION DOCUMENTS

08/29/2025

ASCALE 1" = 15'

15 0 15 30

SCALE OF FEET

PAVEMENT MARKING

LAYOUT

GCE

CLR

GCE C1.11

17 134

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

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PLANTING PLAN

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Planting Notes

Notes To Limit Invasive Plants

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AutoCAD SHX Text

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SIDEWALK

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SOIL +0"

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SOIL +6"

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SITE WALL - SEE SHEET A3.3

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THICKENED CONCRETE EDGE ALONG PLANTER PERIMETER WITHOUT WALL

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SIDEWALK

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SOIL +0"

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SOIL +5"

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SITE WALL - SEE SHEET A3.3

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THICKENED CONCRETE EDGE ALONG PLANTER PERIMETER WITHOUT WALL

AutoCAD SHX Text inv in=2436.18 InvOut= 2436.13 12"CMP

AutoCAD SHX Text InvOut= 2436.33 12"CMP

AutoCAD SHX Text InvOut= 2436.58 18"RCP

AutoCAD SHX Text InvOut= 2436.42 18"RCP

AutoCAD SHX Text InvOut= 2435.98 18"RCP out

AutoCAD SHX Text Cabin

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AutoCAD SHX Text House under remodel construction at time of survey

AutoCAD SHX Text Asphalt paving

AutoCAD SHX Text Asphalt paving

AutoCAD SHX Text Ben Reifel Rd.

AutoCAD SHX Text Asphalt paving

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SEED, TYPE A - ALL DISTURBED AREAS NOT RECEIVING PAVEMENT

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SEED, TYPE A - ALL DISTURBED AREAS NOT RECEIVING PAVEMENT

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SEED, TYPE B - ALL DISTURBED AREAS NOT RECEIVING PAVEMENT

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PLANTING BED - POTTED AREA

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SEED, TYPE B - ALL DISTURBED AREAS NOT RECEIVING PAVEMENT

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LIMIT OF CONSTRUCTION - TYP.

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SEED, TYPE B - ALL DISTURBED AREAS NOT RECEIVING PAVEMENT

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CONCRETE FLUME 1 OF 3

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PLANTING BED - SEED, TYPE A

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PLANTING BED - SEED, TYPE A

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RAISED PLANTER - POTTED AREA

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FLUME 1

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FLUME 2

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FLUME 3

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SEED, TYPE B - ALL DISTURBED AREAS NOT RECEIVING PAVEMENT

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SEED, TYPE B - ALL DISTURBED AREAS NOT RECEIVING PAVEMENT

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PLANTING BED - POTTED AREA

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1. SEE SPECIFICATION SECTION 32 92 00 FOR PLANTING BED SEE SPECIFICATION SECTION 32 92 00 FOR PLANTING BED SCHEDULE AND RAISED PLANTER SCHEDULE. 2. THE DESIGN INTENT FOR THE POTTED PLANTS TO BEINSTALLED IN THE DESIGN INTENT FOR THE POTTED PLANTS TO BEINSTALLED IN THE FRONT TWO PLANTING BEDS TO APPEAR NATURALISTIC AND INFORMAL. POTTED PLANTS WILL BE INSTALLED IN THE NORTH 60% OF EACH BED. SOUTHERN 40% OF BEDS SHALL BE SEEDED WITH TYPE "A" - BUFFALOGRASS AND BLUE GRAMA GRASS SEED TO PROVIDE LOW GROUND COVER. 3. IN AREAS TO RECEIVE POTTED PLANTS INSTALL PLANTS OF A SINGLE IN AREAS TO RECEIVE POTTED PLANTS INSTALL PLANTS OF A SINGLE SPECIES IN GROUPS OF 3 TO 5 PLANTS, VARY SPACING SLIGHTLY FROM 18" TO 24". PLANT TO CREATE INFORMAL/NATURALISTIC APPEARANCE. PLANT QUANTITIES ARE BASED UPON 24" AVERAGE SPACING. AVOID INSTALLING PLANTS IN ROWS OR ON GRID SPACING. 4. INSTALL PLANTS SO TRANSITION FROM POTTED TO SEEDED PLANTS INSTALL PLANTS SO TRANSITION FROM POTTED TO SEEDED PLANTS ABOUT MID-PLANTING BED IS AN IRREGULAR/CURVILINEAR EDGE NOT A STRAIGHT LINE.

AutoCAD SHX Text MAINTENANCE SERVICE: 30. Provide maintenance of landscape materials, and seeded areas, including watering & weed removal, until date of Final Acceptance. Provide maintenance of landscape materials, and seeded areas, including watering & weed removal, until date of Final Acceptance. 31. Notify Owner one week prior to ending maintenance procedures to inform Owner of their responsibility to assume maintenance. Provide Notify Owner one week prior to ending maintenance procedures to inform Owner of their responsibility to assume maintenance. Provide Owner information on frequency of watering and water amounts. 32. See Plant Establishment Services Section 32 93 50 for establishment specifications. See Plant Establishment Services Section 32 93 50 for establishment specifications.

AutoCAD SHX Text PLANTING BED PREPARATION WITHIN PAVED AREAS: 19. After pavement installation, remove 24" of soil from planters and replace with uncompacted soil. Soil used to fill excavated planter beds After pavement installation, remove 24" of soil from planters and replace with uncompacted soil. Soil used to fill excavated planter beds shall be local native soil harvested from a location that is documented by the USDA Natural Resources Conservation Service Web Soil Survey as being "Interior Series" soils. Soils maps for area are available by searching for "USDA Web Soil Survey." 20. Backfill planters in maximum 8-inch lifts. Compaction shall be 85% maximum. Do not over compact soils as it is placed in beds. Slightly Backfill planters in maximum 8-inch lifts. Compaction shall be 85% maximum. Do not over compact soils as it is placed in beds. Slightly overfill beds to allow for natural settlement. 21. Submit location to C.O.R. for review. C.O.R. to coordinate site visit to soil borrow area to inspect for presence of non-native and/or Submit location to C.O.R. for review. C.O.R. to coordinate site visit to soil borrow area to inspect for presence of non-native and/or invasive plants. 22. Prior to all planting, rototill all planting beds to prepare for plant installation to a minimum 12 inch depth or the height of the planting Prior to all planting, rototill all planting beds to prepare for plant installation to a minimum 12 inch depth or the height of the planting container or root ball for larger plant materials. Completely pulverize soils to remove all clods and clumps to attain natural texture of soil materials. Eliminate uneven areas and low spots. Maintain lines, levels, profiles, and contour. Make changes in grade gradual. Blend slopes into level areas. Remove all debris, weeds, and undesirable plants and their roots from areas to be planted. Remove all concrete slag larger than 1" diameter. 23. Amend all soil in planting beds by placing a minimum 2" depth of organic matter to full extent of these areas. Till organic matter into Amend all soil in planting beds by placing a minimum 2" depth of organic matter to full extent of these areas. Till organic matter into upper 12" of soil by digging, spading, or roto-tilling. Do not spread if organic material or subgrade is frozen. Finish grade and rake smooth planting bed areas in preparation of planting.

AutoCAD SHX Text PLANTING INSTALLATION: 24. Contractor shall stake all plant material locations in accordance with the Drawings. Obtain Owner's approval before commencing with Contractor shall stake all plant material locations in accordance with the Drawings. Obtain Owner's approval before commencing with installation. 25. Planting holes shall be constructed as shown on the planting details. Holes shall be hand dug. Extreme care shall be taken to not Planting holes shall be constructed as shown on the planting details. Holes shall be hand dug. Extreme care shall be taken to not excavate hole deeper than root ball. Auger planting holes will not be allowed. Remove any materials encountered in excavation that may be injurious to plant growth including stones larger than 2" diameter or other debris. Soil to be used as backfill shall be pulverized. 26. All plant materials shall be thoroughly watered in upon completion of planting operations. Plants that cannot be installed on the same day All plant materials shall be thoroughly watered in upon completion of planting operations. Plants that cannot be installed on the same day they are delivered to the site shall be mulched in and adequately watered until planted. 27. When installation of potted plants is complete in beds, broadcast 4 ounces of Buffalograss seed over entire area of each planting bed. When installation of potted plants is complete in beds, broadcast 4 ounces of Buffalograss seed over entire area of each planting bed. 28. Owner shall conduct a review of plantings when installation is completed. Owner shall conduct a review of plantings when installation is completed. 29. Warranty plant materials for a period of one year from the Date of Final Acceptance, against defects including death and unsatisfactory Warranty plant materials for a period of one year from the Date of Final Acceptance, against defects including death and unsatisfactory growth, except for defects resulting from abuse or damage by others, or unusual phenomena or incidents which are beyond the control of the Contractor. Warranty covers a maximum of one replacement per item. Replacement as a result of initial "punch list" does not constitute the maximum one year warranty replacement.

AutoCAD SHX Text LANDSCAPE MATERIALS: 13. The Owner reserves the right to select and tag all plant material at the nursery prior to planting. The Contractor shall provide minimum The Owner reserves the right to select and tag all plant material at the nursery prior to planting. The Contractor shall provide minimum 72-hour notice to the Owner to schedule plant selection visit. 14. Care shall be taken during the delivery of plant material to ensure plants are not damaged or subjected to dry desiccating winds. All Care shall be taken during the delivery of plant material to ensure plants are not damaged or subjected to dry desiccating winds. All plants shall be delivered in enclosed or tarped trucks and trailers. 15. The Owner reserves the right to inspect plant material for size and condition of balls and root systems, insects, injuries and latent The Owner reserves the right to inspect plant material for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at anytime during progress of Work. Remove rejected materials immediately from project site. 16. All plant materials shall conform to the American Standards for Nursery Stock (ASNS), latest edition, published by the American Association All plant materials shall conform to the American Standards for Nursery Stock (ASNS), latest edition, published by the American Association of Nurserymen, Washington, D.C. 17. Larger sized stock of the species listed may be used if stock conforms to the ASNS. All species substitutions must be approved in writing Larger sized stock of the species listed may be used if stock conforms to the ASNS. All species substitutions must be approved in writing by the Owner. 18. Organic matter shall be dark brown or black in color and capable of enhancing plant growth, 98 percent of the organic matter shall pass Organic matter shall be dark brown or black in color and capable of enhancing plant growth, 98 percent of the organic matter shall pass a 1-inch screen. There shall be no admixture of refuse (i.e., noticeable inert contamination) or other materials toxic to plant growth. The organic matter shall be free from foreign objects larger than 1 inch in diameter. Organic matter shall be standard grower's mix.

AutoCAD SHX Text CONTROL OF WORK 7. The locations of all aerial and underground utility facilities are approximate or may not be indicated on these Drawings. Underground The locations of all aerial and underground utility facilities are approximate or may not be indicated on these Drawings. Underground facilities, whether indicated or not, will be located and flagged by the utilities at the request of the Contractor. It shall be the responsibility of the Contractor to protect all existing utilities, pavement and other features scheduled to remain. Any damages to existing utilities, paved streets or any other improvements caused by construction operations shall be repaired at the Contractor's expense. 8. The Contractor shall call for the existing utility location stakes a minimum of 48 hours prior to digging. For specific locations to be The Contractor shall call for the existing utility location stakes a minimum of 48 hours prior to digging. For specific locations to be staked prior to digging, call South Dakota Digger's Hotline at 811 and all applicable utility companies. 9. The Owner will locate private utilities on site to the best of their ability. It shall be the Contractor's responsibility to hand dig or pothole The Owner will locate private utilities on site to the best of their ability. It shall be the Contractor's responsibility to hand dig or pothole to verify the specific location of underground utilities prior to construction. 10. The Contractor shall confine his operations to the Limit of Construction as indicated on the Drawings. Locations for construction staging and material storage shall be coordinated with the Owner prior to construction. 11. The Contractor shall erect any necessary barriers, signs or other safety equipment to cordon off or clearly demarcate all hazardous conditions created due to the Work. 12. All construction and incidental debris (demolition, construction waste, packing materials, excess concrete, etc.) shall be disposed of off-site at a government approved disposal site. No disposal or burying of these materials will be allowed on-site.

AutoCAD SHX Text GENERAL NOTES 1. All work shall be done in accordance with the requirements of the Drawings and Technical Specifications. All work shall be done in accordance with the requirements of the Drawings and Technical Specifications. 2. The work consists of landscape plantings and all incidental construction as shown on the Drawings and as hereinafter specified. This The work consists of landscape plantings and all incidental construction as shown on the Drawings and as hereinafter specified. This project includes the furnishing of all labor, equipment and materials and in performing all operations in connection with the includes the furnishing of all labor, equipment and materials and in performing all operations in connection with the installation as specified. 3. Prior to bidding, the Contractor shall make whatever field investigations are necessary to satisfy himself of existing site and soils Prior to bidding, the Contractor shall make whatever field investigations are necessary to satisfy himself of existing site and soils conditions. 4. The Contractor shall restrict construction operations, including on-site vehicle movement, parking and material storage to designated The Contractor shall restrict construction operations, including on-site vehicle movement, parking and material storage to designated areas of the site. 5. The Contractor shall continuously maintain adequate protection of all his work from damage and shall protect the Owner's property from The Contractor shall continuously maintain adequate protection of all his work from damage and shall protect the Owner's property from injury or loss arising in connection with work on this contract. The Contractor shall take care to avoid damage to any existing buildings, equipment, piping, pipe covering, electrical systems, sewers, sidewalks, landscaping, grounds, aboveground or underground installations or structures of any kind, and shall be held responsible for any damage that does occur. All materials and equipment shall be kept in a designated storage area. 6. The Contractor shall guarantee all materials and workmanship for a period of one year following the date of Final Acceptance.The Contractor shall guarantee all materials and workmanship for a period of one year following the date of Final Acceptance.

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SEED, TYPE B, GOVERNMENT PROVIDED SEED MIX

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SEED, TYPE A, EQUAL PARTS BUFFALOGRASS AND BLUE GRAMA GRASS

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PLANTING & SEEDING LEGEND:

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PLANTING BED - POTTED AREA, SEE POTTED PLANT INSTALLATION NOTES BELOW:

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POTTED PLANT INSTALLATION NOTES:

AutoCAD SHX Text WEED FREE MATERIAL SOURCES: Do not import into the project limits rock, sand, gravel, earth, subsoil, rip rap, gabions, or other natural materials from sources that have not been certified free of non-native, invasive plant species. Materials imported into the project limits which do not include a weed-free certification may be rejected and ordered by the NPS to be removed from the project limits. The NPS has the discretion of requesting inspection of certified materials at the quarry/storage location by a third party and rejecting the use of the source if non-native plants or seeds thereof are found to be present. Topsoil shall not be brought into the project areas without the approval of the NPS.

AutoCAD SHX Text CONSTRUCTION EQUIPMENT CLEANING: Prevent introduction of noxious weeds and non-native plant species into the work site. All vehicles and equipment entering the project area must be clean and free of plant materials, soil, and any seed. Equipment must be free from oil and other fluid leaks. Particular attention must be shown to the under carriage, truck beds, trailer decks, wheel wells, mower decks (top and bottom) and any surface where soil containing exotic seeds may exist. All equipment subject to inspection by NPS personnel. Follow applicable Federal land management agency requirements and state requirements. Maintain cleaning and inspection records. Equipment found operating on the project that has not been inspected or has oil leaks will be shut down and subject removal from the project area.

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SCALE: 1" = 10'

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PLANTING BED SOIL SLOPE PLAN - TYP.

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SCALE: 1" = 5'-0"

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PLANTING BED SECTION - A

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SCALE: 1" = 5'-0"

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PLANTING BED SECTION - B

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5. THE DESIGN INTENT FOR THE POTTED PLANTS TO BE INSTALLED IN THE DESIGN INTENT FOR THE POTTED PLANTS TO BE INSTALLED IN THE CENTER RAISED PLANTER TO APPEAR NATURALISTIC AND INFORMAL. POTTED PLANTS WILL BE INSTALLED IN 100% OF THE RAISED PLANTER. LEAVE A 6" GAP BETWEEN THE INTERIOR PLANTER WALL AND PLANTINGS.

CURB CUT

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AutoCAD SHX Text RENO MATTRESS 6'-0" WIDTH; FIELD VERIFY AS-BUILT DIMENSIONS PRIOR TO FLUME CONSTRUCTION TO ENSURE PROPER FITMENT OF BASKET

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PARKING LOT

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C.J. AT TOP AT TOP OF RAMP

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OUTER CURB TO BE 3" TALL AT TOP OF CURB RAMP

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C.J. AT TOP AT TOP OF RAMP

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DASHED LINE DENOTES EXTENTS OF THICKENED EDGE BENEATH

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PARKING LOT CURB

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GROUTED ANCHOR TRENCH PER MANUFACTURER'S INSTALLATION INSTRUCTIONS

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TIED CONCRETE BLOCK MAT INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS

AutoCAD SHX Text NOTES: 1. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. THE PREPARED SURFACE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION FOR THE MATS. 2. PRIOR TO TIED CONCRETE BLOCK MAT STANDARD INSTALLATION SEED AND FERTILIZER SUBGRADE WITH SITE SPECIFIC SEED PRIOR TO TIED CONCRETE BLOCK MAT STANDARD INSTALLATION SEED AND FERTILIZER SUBGRADE WITH SITE SPECIFIC SEED MIX IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 3. THE INITIAL LEADING EDGE OF TIED CONCRETE BLOCK MAT EXPOSED TO CONCENTRATED FLOW SHALL BE EMBEDDED 24" THE INITIAL LEADING EDGE OF TIED CONCRETE BLOCK MAT EXPOSED TO CONCENTRATED FLOW SHALL BE EMBEDDED 24" VERTICALLY INTO ANCHOR TRENCH. THE TRENCH SHALL BE FILLED WITH 4,000 PSI CONCRETE.

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#4 BAR X 24" BENT SPACED APPROX. 24" O.C., 3" CLR.

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#4 24" DEFORMED DOWEL; DRILL & EPOXY 24" O.C.

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CONCRETE

AutoCAD SHX Text GROUT GAP BETWEEN RENO MATTRESS AND SIDEWALK PROVIDE 1/4" THICK SEPARATION BOARD ON MATTRESS SIDE TO KEEP GROUT FROM FLOWING INTO MATTRESS VOIDS

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#4 LONGITUDINAL BARS

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RENO MATTRESS DIVIDER

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RENO MATTRESS

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FACE OF CURB AT LOWER END SHALL BE 90° TO SLOPE OF CONCRETE SLAB.

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RENO MATTRESS

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#4 X 24" BENT 90 DEG. SPACED APPROX. 24" O.C., 3" CLR.

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CONCRETE

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3"R - TYP.

AutoCAD SHX Text RENO MATTRESS NOTES: 1. RENO MATTRESS SHALL BE IN ACCORDANCE WITH ASTM A 974-97. RENO MATTRESS SHALL BE IN ACCORDANCE WITH ASTM A 974-97. 2. RENO MATTRESS SHALL BE RECTANGULAR WELDED WIRE GABION MATTRESSES WITH RENO MATTRESS SHALL BE RECTANGULAR WELDED WIRE GABION MATTRESSES WITH 3"X3" OPENINGS. 3. RENO MATTRESS SIZE WILL VARY, BUT SHALL BE EITHER 9'L x 6'W x 9"H OR 12'L RENO MATTRESS SIZE WILL VARY, BUT SHALL BE EITHER 9'L x 6'W x 9"H OR 12'L x 6'W x 9"H. RENO MATTRESSES ARE COMPRISED OF 3'L x 6'W CELLS FASTENED TOGETHER TO FORM A SINGLE STRUCTURE. 4. LACING WIRE AND SPIRAL BINDERS SHALL BE USED IN THE CONSTRUCTION OF THE LACING WIRE AND SPIRAL BINDERS SHALL BE USED IN THE CONSTRUCTION OF THE EACH RENO MATTRESS AND SHALL BE IN ACCORDANCE WITH ASTM A 974-97. 5. ENSURE THE RENO MATTRESS IS SECURELY FASTENED AND FREE FROM ANY GAPS ENSURE THE RENO MATTRESS IS SECURELY FASTENED AND FREE FROM ANY GAPS OR OPENINGS WHERE STONE COULD ESCAPE. 6. ASSEMBLE & INSTALL RENO MATTRESS IN ACCORDANCE WITH MANUFACTURERS ASSEMBLE & INSTALL RENO MATTRESS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTION. 7. STONE USED TO FILL RENO MATTRESS SHALL BE 3"-8" DIAMETER, SOLID AND STONE USED TO FILL RENO MATTRESS SHALL BE 3"-8" DIAMETER, SOLID AND SOUND, WATER-WORN ROUNDED GLACIAL COBBLES. COLORS SHOULD BE GRAYS, BLACKS, BROWNS, AND TANS. 8. SUBMIT STONE ORIGIN TO C.O.R. FOR REVIEW AND APPROVAL. SUBMIT STONE ORIGIN TO C.O.R. FOR REVIEW AND APPROVAL. 9. FILL EACH RENO MATTRESS EVENLY WITH STONE TO ACHIEVE UNIFORM DISTRIBUTION FILL EACH RENO MATTRESS EVENLY WITH STONE TO ACHIEVE UNIFORM DISTRIBUTION OF WEIGHT. AS YOU FILL THE MATTRESS, PERIODICALLY COMPACT STONE USING A TAMPER TO ENSURE MAXIMUM DENSITY AND STABILITY. 10. ONCE FILLED AND COMPACTED, TIE THE RENO MATTRESS LID SHUT FIRMLY AND ONCE FILLED AND COMPACTED, TIE THE RENO MATTRESS LID SHUT FIRMLY AND SECURELY WITH WIRE TIES. 11. WIRE TIES SHALL BE 13.5 GAUGE GALVANIZED STEEL.WIRE TIES SHALL BE 13.5 GAUGE GALVANIZED STEEL.

AutoCAD SHX Text 4"x4" - W4XW4 WELDED-WIRE FABRIC, 3" CLR.

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#4 LONGITUDINAL BARS

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OUTER CURB RAISED ON OUTER EDGE OF SIDEWALK

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GRASS SLOPE

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STONE-FILLED WELDED-WIRE MESH GALVANIZED RENO MATTRESS SET ON CONCRETE PAD

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SLOPED PANELS ON PEDESTRIAN WALK IN FLUME AREA

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OUTER CURB TO BE 9" TALLER THAN WALK SURFACE AT BOTTOM OF SLOPED PANELS

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END OF OUTER CURB TO BE 3" TALLER THAN WALK SURFACE AT TOP OF SLOPED PANELS

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PEDESTRIAN WALK AT TOP OF CURB BEYOND FLUME AREA

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5,000 PSI CONCRETE BLOCKS

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HIGH STRENGTH BIAXIAL GEOGRID

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5-PICK LENO WEAVE

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EROSION CONTROL BLANKET

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CONCRETE FLUME

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CONCRETE FLUME CROSS SECTION

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AutoCAD SHX Text

AutoCAD SHX Text C2.2

AutoCAD SHX Text NOTES: 1. TIED CONCRETE BLOCK MAT WITH DOUBLED LAYERED UNDERLAYMENT SHALL BE MANUFACTURED FROM INDIVIDUAL CONCRETE BLOCKS TIED TOGETHER TIED CONCRETE BLOCK MAT WITH DOUBLED LAYERED UNDERLAYMENT SHALL BE MANUFACTURED FROM INDIVIDUAL CONCRETE BLOCKS TIED TOGETHER WITH HIGH STRENGTH KNITTED POLYPROPYLENE BI-AXIAL GEOGRID. EACH BLOCK IS TAPERED, BEVELED AND INTERLOCKED AND INCLUDES CONNECTIONS THAT PREVENT LATERAL DISPLACEMENT OF THE BLOCKS WITHIN THE MATS WHEN THEY ARE LIFTED FOR PLACEMENT. 2.