B08_Attach_2_CRLA_245275_Drawings.pdf

CAMPGROUND

PICNIC AREA

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

RIVER

HQ.

V.C.

STATE LINE

UNPAVED ROAD

PAVED ROAD

PARK BOUNDARY

LEGEND

CRATER LAKE NATIONAL PARK

SCALE OF KILOMETERS

2 0 2 64 8

SCALE OF MILES

22 0 4 6

SCALE OF MILES

20 0 20

STATE

NATIONAL PARK SERVICE

REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

175290

KLAMATH OR

DRAWING NO.

IMPLEMENT INTELLIGENT

TRANSPORTATION SYSTEMS

CONSTRUCTION DOCUMENTS

PACIFIC WEST

CRATER LAKE NATIONAL PARK

106-

PMIS/PKG NO.

SHEET

OF

245275

MULTIPLE

INTELLIGENT TRANSPORTATION

1 18

SHEET INDEX

SHEET NO SUB SHEET NO TITLE OF SHEET

1 G1.0 COVER SHEET

2 G1.1 PROJECT AREA MAP

3 C1.0 TRAFFIC SIGN DETAIL SHEET

4 C1.1 PCMS TURNOUT SOUTH

5 C1.2 PCMS TURNOUT NORTH

6 C1.3 STATIC QUEUE TIME SIGN

7 C1.4 NORTHERN ICY ROAD WARNING SIGN

8 C1.5 SOUTHERN ICY ROAD WARNING SIGN

9 C1.6 SOUTHERN FLASHING QUEUE WARNING SIGN

10 C1.7 ENTRANCE STATION CCTV SHEET 1 OF 2

11 C1.8 ENTRANCE STATION CCTV SHEET 2 OF 2

12 C1.9 CAMERA POLE DETAIL

13 C1.10 FLASHING WARNING SIGN POLE DETAIL

14 C1.11 ENTRANCE STATION DETAIL

15 C1.12 CONDUIT TRENCHING AND PULLBOX DETAIL

16 S1.1 STRUCTURAL GENERAL NOTES & ABBREVIATIONS

17 S1.2 SIGN FOUNDATION DETAILS

18 S1.3 POLE FOUNDATION DETAILS

THIS PROJECT

DENVER SERVICE CENTER

Gregory.Daggett Snapshot

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom

M U

N

SO

N

VALLEY R

D

M U

N

SO

N

VALLEY R

D

CRATER LAKE HW

Y

M

UNSO

N VALLEY RD.

CRATER LAKE HWY

CRATER LAKE HWY

CRATER LAKE HWY

CRATER LAKE HWY

MUNSON VALLEY RD

CONC.

CONC.

18" CMP IN

INV. = 6413.70'

18" CMP OUT

INV. = 6410.66'

FOOT PATH (TYP.)

CREEK IN THIS VICINITY

GRAVEL SHOULDER (TYP.)

GRAVEL SHOULDER (TYP.)

GRAVEL SHOULDER (TYP.)

CP-106

CP-102

CP-101

CP-105

CP-100

CP-104

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175290

1803/29/2024

IMPLEMENT INTELLIGENT TRANSPORTATION SYSTEMS

CRATER LAKE NATIONAL PARK

245275G1.1A. GROESBECK

K. MILLIGAN

T. ELLIOTT

PROJECT AREA MAP

G1.1

PROJECT AREA MAP

SCALE A

SCALE OF FEET

6000'3000'03000' A

SEE SHEET C1.5

SOUTHERN ICY ROAD WARNING SITE

SEE SHEET C1.1

PCMS TURNOUT SOUTH SITE

SEE SHEETS C1.7-C1.8

ENTRANCE STATION CAMERAS SITE

SEE SHEET C1.6

SOUTHERN FLASHING QUEUE WARNING SITE

SEE SHEET C1.2

PCMS TURNOUT NORTH SITE

SEE SHEET C1.5

NORTHERN FLASHING QUEUE WARNING SITE

SEE SHEET C1.3

STATIC QUEUE TIME SITE

SEE SHEET C1.4

NORTHERN ICY ROAD WARNING SITE

CRATER LAKE HIGHWAY

HIGHWAY 62 JUNCTION

MUNSON VALLEY ROAD

EAST RIM DRIVE

WEST RIM DRIVE

VOLCANIC LEGACY SCENIC BYWAY

Expires: 12/31/2024

WAIT TIME

30 45

MINUTES

FROM THIS

POINT

1'-6"

2' -0

BE

PREPARED

TO STOP

2'-6"2'- 6"

ICE9"

2'-0"

2'- 6"

2'-6"

N

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175290

1803/29/2024

IMPLEMENT INTELLIGENT TRANSPORTATION SYSTEMS

CRATER LAKE NATIONAL PARK

245275C1.0D. LAUTZENHEISER

G. DAGGETT

G. DAGGETT

TRAFFIC SIGN DETAIL

SHEET

C1.0

STATIC QUEUE WARNING SIGN DETAIL

SCALE: A

12"012"

SCALE OF INCHES

A

C1.0

FLASHING QUEUE SIGN DETAIL

SCALE: A

C1.0

ICY ROAD SIGN DETAIL

SCALE: A

NOTES

1. CHANGEABLE PANEL. REFER TO NPS DRAWING NUMBER D3.0D FOR PANEL

DETAILS.

2. DEFAULT PANEL TO COVER BOTH NUMBERS WHEN IN CENTER, THEN SLIDE TO

EITHER SIDE TO SHOW ONE VALUE AT A TIME. CAN BE REMOVED AND A FULL

CUSTOM PANEL INSTALLED.

3. 0.125 ALUMINUM FABRICATION

4. PANEL BACK, MOUNTING RAIL, POST COLOR NPS BROWN MATTHEWS PAINT

5. AVERY T6500 WHITE, TYPE lll/lV VERY HIGH INTENSITY OR EQUIVALENT FULL

SHEET APPLICATION TO ALUMINUM PANEL

6. AVERY OL2009 RECREATION BROWN TRANSLUCENT OVERLAY FILM WITH

COMPUTE-CUT GRAPHICS

7. SEE PAGE S1.2 FOR POST AND FOUNDATION DETAIL

NOTES

1. MUTCD COMPLIANT

2. W3-4 BE PREPARED TO STOP

3. PANEL BACK, MOUNTING RAIL, POST COLOR NPS BROWN MATTHEWS PAINT

4. SEE SHEET C1.10 FOR SIGN POLE DETAIL

NOTES

1. MUTCD COMPLIANT

2. W8-5 SLIPPERY WHEN WET

3. W8-5aP ICE

4. PANEL BACK, MOUNTING RAIL, POST COLOR NPS BROWN MATTHEWS PAINT

5. SEE SHEET C1.10 FOR SIGN POLE DETAIL

CHANGEABLE PANEL

SEE NOTE 2

MUNSON VALLEY RD

EXISTING

18" CMP IN

INV. = 6413.70'

18" CMP OUT

INV. = 6410.66'

EXISTING GRAVEL SHOULDER (TYP.)

CP-105

RIM

DRIVE

ACCESS ROAD

EXISTING FLOW PATH (TYP.)

EXISTING 25 MPH SPEED LIMIT SIGN

EXISTING CENTERLINE (TYP.)

EXISTING EDGE OF ASPHALT (TYP.)

EXISTING STRIPING (TYP.)

EXISTING STOP SIGN

EXISTING PARK INFORMATION SIGN

NEW PCMS TURNOUT

Point Table

POINT #

LATITUDE

N042° 53' 42.6351"

N042° 53' 41.6691"

N042° 53' 42.0644"

N042° 53' 41.9258"

N042° 53' 41.6523"

LONGITUDE

W122° 08' 04.2539"

W122° 08' 09.0828"

W122° 08' 08.3971"

W122° 08' 08.4202"

W122° 08' 08.8939"

DESCRIPTION

SURVEY-CONTROL-POINT-SET-DJA

SW Corner

NW Corner

NE Corner

SE Corner

NORTHING

451996.1090

451905.3507

451944.3583

451930.3646

451903.3800

EASTING

4483316.1380

4482954.8809

4483006.6844

4483004.6955

4482968.9041

N

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

3/

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175290

1803/29/2024

IMPLEMENT INTELLIGENT TRANSPORTATION SYSTEMS

CRATER LAKE NATIONAL PARK

245275C1.1D. LAUTZENHEISER

G. DAGGETT

G. DAGGETT

PCMS TURNOUT SOUTH

C1.1

PCMS TURNOUT SOUTH

SCALE: B

80'40'20'05'

SCALE OF FEET

A

0 6"6"

SCALE OF INCHES

B

TRUCK PARKING

20' Long

PCMS AREA

15' Long

RE-ESTABLISH FLOWLINE

EDGE OF SHOULDER

EDGE OF ASPHALT

EDGE OF LANE

EXISTING FLOW LINE

1:1 HORIZONTAL TAPER

10' Long

TRUCK MANEUVERING ZONE

10' Long

10' SURFACE COURSE AGGREGATE EDGE

10' FROM ASPHALT EDGE

NOTES:

1. TAPERED ENDS AT 1:1 HORIZONTAL SLOPE

2. ADJUST DITCH FLOWLINE AS NECESSARY TO ESTABLISH

POSITIVE DRAINAGE

3. UTILITY LOCATE NOT COMPLETED AT THE TIME OF THE

SURVEY. CONTRACTOR TO VERIFY LOCATIONS OF UTILITIES

PRIOR TO PERFORMING WORK AND ALLOW OWNERS

REPRESENTATIVE TO ADJUST LOCATIONS IN THE FIELD.

C1.1

SITE 105

SCALE: A

C1.1

PCMS TURNOUT SOUTH CROSS SECTION

SCALE: B

10'

EDGE OF EXISTING ASPHALT

SURFACE COURSE AGGREGATE SHOULDER

RE-ESTABLISH FLOWLINE

6" SURFACE COURSE AGGREGATE

2% 4:1 Min.3:1 Max.

1:1 HORIZONTAL TAPER

10' Long

5'

3:1

EXISTING GROUND

CONSTRUCTION LIMITS

POINT 1006

POINT 1007

POINT 1008

POINT 1009

EXISTING GRADE

FINISHED GRADE

UNSO

N VALLEY RD.

BLOCK

NOT

DO

BLOCK

NOT

DO

Point Table

POINT #

LATITUDE

N042° 58' 19.0193"

N042° 58' 21.9972"

N042° 58' 21.6336"

N042° 58' 21.3398"

N042° 58' 21.3042"

N042° 58' 21.1092"

LONGITUDE

W122° 09' 13.1020"

W122° 09' 13.5205"

W122° 09' 13.5551"

W122° 09' 13.5672"

W122° 09' 13.6008"

W122° 09' 13.7675"

DESCRIPTION

SURVEY-CONTROL-POINT-SET-DJA

Begin Striping

PCMS Start

Striping Taper Point

PCMS End

Striping Taper End

NORTHING

480070.3790

480372.3966

480335.6465

480305.9211

480302.3672

480282.8823

EASTING

4478745.1130

4478719.9569

4478716.6628

4478715.1786

4478712.6088

4478699.8299

N

CENTERLINE ROAD

OF

DESIGNED:

TECH. REVIEW:

DATE:

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SHEET

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175290

1803/29/2024

IMPLEMENT INTELLIGENT TRANSPORTATION SYSTEMS

CRATER LAKE NATIONAL PARK

245275C1.2D. LAUTZENHEISER

G. DAGGETT

G. DAGGETT

PCMS TURNOUT NORTH

C1.2

PCMS TURNOUT NORTH

SCALE: B

100'50'010'

SCALE OF FEET

A

20'10'5'02'

SCALE OF FEET

B

8'

DIAGONAL CROSSHATCH MARKINGS

SEE NOTE 1

NOTES

1. DIAGONAL MARKINGS

· 12" WIDE

· 30 DEGREE ANGLE PERPENDICULAR TO CENTERLINE

· SPACED EVERY 4'

2. CROSSHATCH MARKINGS

· 4" WIDE

· REFER TO MUTCD 11th EDITION FIGURE 3B-24

3. INTENDED TO DISSUADE PUBLIC FROM OCCUPYING SPACE

NECESSARY FOR THE PLACEMENT AND RETRIEVAL OF THE PCMS

4. UTILITY LOCATE NOT COMPLETED AT THE TIME OF THE SURVEY.

CONTRACTOR TO VERIFY LOCATIONS OF UTILITIES PRIOR TO

PERFORMING WORK AND ALLOW OWNERS REPRESENTATIVE TO

ADJUST LOCATIONS IN THE FIELD.

PCMS AREA

16' Long x 8' Wide

DIAGONAL CROSSHATCH MARKINGS

SEE NOTE 1

EXISTING EDGE OF ASPHALT

EXISTING EDGE OF GRAVEL SHOULDER

TRAVEL LANE EDGE

12' FROM CL

TRUCK PARKING

18' Long x 8' Wide

CENTERLINE ROAD

C1.2

SITE 106

SCALE: A

EXISTING ASPHALT

PULLOUT END

EXISTING STRIPING

EXISTING GRAVEL SHOULDER (TYP.)

EXISTING STRIPING

BEGIN NEW SHOULDER STRIPING

END SHOULDER STRIPING

BEGIN TAPERED STRIPING

EXISTING ASPHALT

PULLOUT START

CP 106

POINT 1010

POINT 1011

POINT 1012

POINT 1013

POINT 1014

U

N

SO

N

VALLEY R

D

Point Table

POINT #

LATITUDE

N042° 52' 08.6770"

N042° 51' 57.6883"

LONGITUDE

W122° 10' 09.9009"

W122° 10' 06.5383"

DESCRIPTION

SURVEY-CONTROL-POINT-SET-DJA

Proposed Sign Location

NORTHING

442670.8660

441553.6865

EASTING

4473776.3240

4474004.4981

N

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

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175290

1803/29/2024

IMPLEMENT INTELLIGENT TRANSPORTATION SYSTEMS

CRATER LAKE NATIONAL PARK

245275C1.3D. LAUTZENHEISER

G. DAGGETT

G. DAGGETT

STATIC QUEUE TIME

SIGN1

C1.3

SITE 100

SCALE: A

80'40'20'040'

SCALE OF FEET

A

NOTES:

1. SEE SHEET C1.0 FOR SIGN DETAILS

2. SEE SHEET S1.2 FOR OFFSET AND FOUNDATION DETAILS

3. UTILITY LOCATE NOT COMPLETED AT THE TIME OF SURVEY. CONTRACTOR TO VERIFY

LOCATIONS OF UTILITIES PRIOR TO PERFORMING WORK AND ALLOW OWNERS

REPRESENTATIVE TO ADJUST LOCATIONS IN THE FIELD.

PROPOSED QUEUE TIME SIGN LOCATION

CP 100

~500'

PROPOSED

APPROXIMATE CCTV CAMERA SYSTEM LOCATION

SEE SHEET C1.7

EXISTING SPEED LIMIT 25

EXISTING STOP SIGN

EXISTING WATER VAULT

EXISTING

HIGHWAY 62

NPS SIGN

GRAVEL SHOULDER (TYP.)

EXISTING

STOP AHEAD

POINT 1015

± PLUS OR MINUS

Ø, DIA DIAMETER

", IN INCH, INCHES

#, NO NUMBER

', FT FOOT, FEET

(E) EXISTING

(N) NEW

(V) VERIFY

@ AT

A/E, A&E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABUT ABUTMENT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

AMEND AMENDMENT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AR ANCHOR ROD

ARCH ARCHITECT, ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRESS DESIGN

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING, AND

AIR CONDITIONING

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BIM BUILDING INFORMATION MODELING

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BOF BOTTOM OF FOOTING

BOT BOTTOM

BP BASEPLATE

BRG BEARING

BTWN BETWEEN

BU BUILT UP

BYND BEYOND

CAD COMPUTER AIDED DESIGN

CH CHAPTER

CJ CONSTRUCTION OR CONTROL JOINT

CL CENTERLINE

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

CTRD CENTERED

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONT CONTINUOUS

CONTR CONTRACTOR

CONST CONSTRUCTION, CONSTRUCTED

COORD COORDINATE, COORDINATED

COR CONTRACTING OFFICER REPRESENTATIVE

D, DP DEEP, DEPTH

DET DETAIL

DF-L DOUGLAS FIR-LARCH

DIMS DIMENSIONS

DIST DISTANCE

DSC DENVER SERVICE CENTER

EA EACH

EB EXPANSION BOLT

EDS ELECTRONIC DRAWING STANDARDS

EF EACH FACE

EG EXISTING GROUND/GRADE

ELEC ELECTRICAL

ELEV ELEVATION

EMB EMBANKMENT

EQ EQUAL, EQUALLY

ES EACH SIDE

EW EACH WAY

EXT EXTERIOR

FG FINISHED GROUND/GRADE

Floorpl FLOOR PLAN

FND FOUNDATION

FTG FOOTING

FT2 SQUARE FEET

FT3 CUBIC FEET

GA GAUGE

GALV GALVANIZED

GL GLU-LAMINATE

GR GRADE

H HEIGHT, HIGH

HAS HEADED ANCHOR STUD

HDWL HEADWALL

HEX HEXAGONAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IEBC INTERNATIONAL EXISTING BUILDING CODE

INT INTERIOR

ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION

JST JOIST

JT JOINT

L LENGTH, LONG

LA LANDSCAPE ARCHITECT

LOC LOCATE, LOCATED, LOCATION

MAA MASONRY ADHESIVE ANCHOR

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIL 1/1000 OF AN INCH

MIN MINIMUM

MOD MODIFICATION

mm MILLIMETERS

MPH MILES PER HOUR

NCS NATIONAL CAD STANDARDS

NDS NATIONAL DESIGN SPECIFICATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NPS NATIONAL PARK SERVICE

NOM NOMINAL

NTS NOT TO SCALE

O TO O OUT TO OUT

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

PAF POWDER ACTUATED FASTENER

PCI PRESTRESSED CONCRETE INSTITUTE

PL PLATE

PMIS PROJECT MANAGEMENT INFORMATION SYSTEM

PMIS NO PROJECT PMIS NUMBER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

REINF REINFORCEMENT, REINFORCED

REM REMAINDER

REQ REQUIRE, REQUIREMENT

REQD REQUIRED

SIM SIMILAR

SHTHG SHEATHING

SOG SLAB ON GRADE

SPA SPACES, SPACING, SPACED

SQFT SQUARE FEET

STAGG STAGGERED

STD STANDARD

STIFF STIFFENER

STRUC STRUCTURAL

SYM SYMMETRICAL

T&B, TB TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/BM TOP OF BEAM

T/FTG TOP OF FOOTING

T/PIER TOP OF PIER

T/SLAB TOP OF SLAB

T/STL TOP OF STEEL

T/WALL TOP OF WALL

TBD TO BE DETERMINED

THKND THICKENED

THRD THREADED

THRU THROUGH

TO TOP, TOP OF

TYP TYPICAL

ULT ULTIMATE

UNO UNLESS NOTED OTHERWISE

US, U.S. UNITED STATES

VERT VERTICAL

W WIDE

W/ WITH

W/O WITHOUT

WP WORKPOINT

STRUCTURAL ABBREVIATIONS

GENERAL:

A.THIS PROJECT IS DESIGNED TO USE DETAILS MARKED "TYPICAL" WHEREVER THEY APPLY.

B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

C.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH

CONSTRUCTION.

D.CHANGES, OMISSIONS OR SUBSTITUTIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM

THE DESIGNATED OWNERS REPRESENTATIVE.

E. THESE DRAWINGS INDICATE THE FINISHED PRODUCT. ANY TEMPORARY BOLTING, BRACING, SHORING, OR

PRE-LOADING REQUIRED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.

F. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REGULATIONS.

G.STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH DRAWINGS FROM OTHER DISCIPLINES. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE REQUIREMENTS OF EACH DISCIPLINE IN THE

WORK AND SHOP DRAWINGS.

H. APPROVED EQUIVALENT PRODUCTS MAY BE SUBSTITUTED FOR ALL PROPRIETARY OR BASIS OF DESIGN

ITEMS CONTAINED HEREIN.

GOVERNING DESIGN CODES:

A.AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES, AND

TRAFFIC SIGNALS 1ST EDITION WITH 2022 INTERIMS.

B. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 9TH EDITION.

C.ASCE 7-10 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES.

DESIGN LOAD CRITERIA:

A.RISK CATEGORY: TYPICAL (CAMERA POLE); LOW (STATIC AND FLASHING QUEUE).

B. WIND LOADS

· ULTIMATE DESIGN WIND SPEED (3 SEC GUST), VULT = 100 MPH (300 YEAR MRI) STATIC AND FLASHING QUEUE, VULT = 110 MPH (700 YEAR MRI) FOR CAMERA POLE.

· EXPOSURE CATEGORY = C

FOUNDATIONS:

A.ASSUMED DESIGN CRITERIA PER AASHTO LRFD 9TH EDITION SECTION 10.6.2.5:

· NOMINAL SOIL BEARING PRESSURE = 3000 PSF

B.MINIMUM FROST DEPTH IS 2' BELOW FINAL GRADE. ALL FOOTINGS ARE TO HAVE A MINIMUM EMBEDMENT OF 2'

BELOW FINAL GRADE. MAINTAIN MINIMUM UNLESS OTHERWISE NOTED ON PLAN.

C.ALL FOUNDATION EXCAVATIONS MUST BE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE

PRIOR TO PLACEMENT OF CONCRETE FOR FOOTINGS.

D.BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND TO THE DEPTH SHOWN.

E. COMPACT NATIVE SUBGRADE PRIOR TO PLACEMENT OF NEW FOOTINGS.

F. DO NOT ALLOW PREPARED FOUNDATION SURFACES TO FREEZE, DRY OUT, BECOME WET, SOFTEN OR

OTHERWISE DISTURBED PRIOR TO PLACEMENT OF THE FOUNDATION CONCRETE.

CAST-IN-PLACE CONCRETE:

A.MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND ACI 301.

B. CONCRETE REQUIREMENTS:

· MINIMUM 28-DAY COMPRESSIVE STRENGTH F'C = 3000 PSI

· TYPE II PORTLAND CEMENT.

· MAXIMUM SLUMP (PRIOR TO ADMINISTERING ADMIXTURE): 3" SLABS & FOOTINGS, 4" ALL OTHER

· MAXIMUM WATER/CEMENT RATIO LIMIT (W/CM): 0.45

· REINFORCING IS TO BE SUPPORTED ON CHAIRS OR CONCRETE BRICKS AND SECURELY TIED IN PLACE

· CONCRETE COVER TO REINFORCING:

· CONCRETE POURED AGAINST TO EARTH = 3 IN

CONCRETE EXPOSED TO EARTH OR WEATHER = 2" (NO. 6 AND GREATER), 1-1/2" (NO. 5 AND SMALLER)

C. REINFORCING STEEL:

· USE DEFORMED TYPE REINFORCING STEEL CONFORMING TO ATSM A615, GRADE 60.

· NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY

THE OWNER'S REPRESENTATIVE.

· DO NOT RE-BEND ANY BARS.

WOOD:

A.ALL FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS

FOR WOOD CONSTRUCTION (NDS) AND SHALL BE THE FOLLOWING GRADES:

· DIMENSIONAL LUMBER = DF-L NO. 2

· COLUMNS = DF-L NO.1

CONNECTIONS IN TREATED WOOD:

A.ALL CONNECTORS AND FASTENERS IN CONTACT WITH CCA-C, SBX, ACQ-C, ACQ-D OR BORATE PRESERVATIVE TREATED WOOD SHALL HAVE "ZMAX" (G185) OR "POST HOT-DIP" (HDG) FINISH AND PRESSURE TREATED WOOD

CHEMICAL RETENTION SHALL BE LESS THAN OR EQUAL TO AWPA UC4A LEVELS.

B. ALL CONNECTORS AND FASTENERS IN CONTACT WITH ACZA OR OTHER PRESERVATIVE TREATED WOOD NOT

PREVIOUSLY LISTED SHALL BE "SST300" STAINLESS STEEL

SHOP DRAWINGS & SUBMITTALS:

A.ALL SHOP DRAWINGS AND SPECIFIC PRODUCT DATA SHALL BE REVIEWED, VERIFIED TO MATCH DESIGN

DOCUMENTS, AND APPROVED BY THE CONTRACTOR PRIOR TO BEING SUBMITTED FOR REVIEW BY

CONTRACTING OFFICER FOR THE FOLLOWING:

· CONCRETE MIXES

· CONCRETE REINFORCEMENT

· CONCRETE TESTING RESULTS

· PROPRIETARY & PRE-ENGINEERED WOOD PRODUCTS

· CONCRETE FOOTINGS

· ANCHOR BOLTS

STRUCTURAL GENERAL NOTES

S1.1A. GROESBECK

K. MILLIGAN

T. ELLIOTT

STRUCTURAL GENERAL

NOTES & ABBREVIATIONS

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

/2

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:0

K

R

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IL

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J& A

C A

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A L

\I N

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IA

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S

IN

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A T

IV

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O -D

O

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M S

\N P

S

M A

JO

R

C

A D

U

P D

A T

E S

A

A R

O N

\1 N

P S

T

E M

P L A

T E

S -M

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A

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U L L

175290

1803/29/2024

IMPLEMENT INTELLIGENT TRANSPORTATION SYSTEMS

CRATER LAKE NATIONAL PARK

245275

NO SCALE

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

/2

/2

:0

K

R

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T A

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IL

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A N

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\A A

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J& A

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C \D

J& A

C A

D U

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R O

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E N

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IA

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\1 .1

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175290

1803/29/2024

IMPLEMENT INTELLIGENT TRANSPORTATION SYSTEMS

CRATER LAKE NATIONAL PARK

245275S1.2A. GROESBECK

K. MILLIGAN

T. ELLIOTT

SIGN FOUNDATION

DETAILS

S1.2

STATIC QUEUE WARNING SIGN WOOD POST FOUNDATION

SCALE: A

3'2'1'01'

SCALE OF FEET

A

10" MIN

S T

A N

D O

F F

'-0

M

IN

'-0

4x4 WOOD

POST

CONC FTG

EDGE OF

SHOULDER

6'-0" MIN

WOOD POST FOUNDATION WOOD POST ALTERNATIVE

'-0

M

IN

'-0

4x4 WOOD

POST

2'-0" MIN

EDGE OF

ROADWAY

'SIMPSON'

MPB44Z POST

SLEEVE

WIND DESIGN LOAD

PARAMETERS

PROJECTED

WIND AREA

Cd

POST 2 FT2 1.25

SIGN 3 FT2 1.19

6" MIN

1'-6"

MIN

'-6

M

IN

'-0

SIGN POST SHALL BE

INSTALLED ACCORDING

TO MFR INSTRUCTIONS

CONC FTG

WIND DESIGN LOAD

PARAMETERS

PROJECTED

WIND AREA

Cd

POST 4.1 FT2 1.25

SIGN 10.25 FT2 1.19

BREAKAWAY CONN PER

ODOT STANDARDS

S1.2

FLASHING QUEUE WARNING SIGNS TUBE FOUNDATION

SCALE: A

S1.2

ICY ROADS WARNING SIGNS TUBE FOUNDATION

SCALE: A

'-6

M

IN

'-0

WIND DESIGN LOAD

PARAMETERS

PROJECTED

WIND AREA

Cd

POST 4.1 FT2 1.25

SIGN 10.25 FT2 1.19

WELL-COMPACTED

GRANULAR MATL

SEE SHEET C1.0

FOR TRAFFIC SIGN

DIMENSIONS

SEE SHEET C1.0

FOR TRAFFIC SIGN

DIMENSIONS

SEE SHEET C1.0

FOR TRAFFIC SIGN

DIMENSIONS

SEE SHEET C1.0

FOR TRAFFIC SIGN

DIMENSIONS

3x3x1/4" ANCHOR

TUBE WELDED TO

BOTTOM SLIP BASE

SIGN POST SHALL BE

INSTALLED ACCORDING

TO MFR INSTRUCTIONS

BREAKAWAY CONN PER

ODOT STANDARDS

6" MIN

CONC FTG

3x3x1/4" ANCHOR

TUBE WELDED TO

BOTTOM SLIP BASE

WELL-COMPACTED

GRANULAR MATL

4" M

A X4"

M A

X

1'-6"

MIN

WELL-COMPACTED

GRANULAR MATL

21 2"

21 2"

M

IN

IN

OF

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

/2

/2

:0

K

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175290

1803/29/2024

IMPLEMENT INTELLIGENT TRANSPORTATION SYSTEMS

CRATER LAKE NATIONAL PARK

245275S1.3A. GROESBECK

K. MILLIGAN

T. ELLIOTT

POLE FOUNDATION

DETAILS

S1.3

POLE-MOUNTED CAMERA FOUNDATION

SCALE: A

3'2'1'01'

SCALE OF FEET

A

3'-0" ROUND FTG

'-0

M

IN

C L R

T Y

P

METAL POLE BY OTHERS;

PAINT NPS BROWN

POUR FTG AGAINST

UNDISTURBED MATERIAL OR

BACKFILL W/ WELL-COMPACTED

GRANULAR MATL3" CLR,

TYP

/2

M

IN

P R

O

JE

C T

IO

N

(10) #7 EQ SPA VERT BARS

1#4 HOOPS @ 6", REM @12" & (1) #6

HOOP @ 4 1/2" FROM TOP OF FTG AS

SHOWN

5"SQ x 7/8" THICK ANCHOR PL

TACK WELDED TO NUT @ EA AR.

GALVANIZING OF PL NOT REQD

2"Ø x 3'-6" GALVANIZED AR

(8) #4 x 2'-9" (A706)

FILE BEND AS

SHOWN OR (4) #4

U-BARS

1'-6"

1'-5"1'-5"

5'-0"SQ x 6" THICK CONC SLAB FLUSH W/ GROUND. REINF W/ (4) #4 x 4'-6" BARS

EA SIDE OF POST

PLACE #6 x 2'-10"

L-BARS W/ 2'-0"

VERT LEG @ EA

VERT FTG BAR

4"

CONC GROUT PAD

WIND DESIGN LOAD

PARAMETERS

PROJECTED

WIND AREA

Cd

POLE 25 FT2 0.65

ARM 2.2 FT2 0.65

CAMERA 1.0 FT2 1.19

WELL-COMPACTED

GRANULAR MATL

CONTRACTOR TO COORDINATE

THE DESIGN OF THE CAMERA

POLE WITH THE ANCHOR BOLTS

AS SHOWN IN THESE DRAWINGS

BASE PL BY OTHERS