B08_Attach 2 Rev_Dwgs_Temp VC_CRLA_FINAL SET.pdf

VERTICAL DATUM

HORIZONTAL DATUM

EXISTING 12'

ELECTRICAL POLE

EXISTING WATER LINE NETWORK

CONTRACTOR TO VERIFY

THE INTEGRITY OF THE P.O.C.

EXISTING PARKING LOT LANDSCAPE

ISLAND TO BE PROTECTED.

(TYPICAL FENCING SYMBOL)

ANNIE CREEK

RESTAURANT

CAMPER

STOREM

U N

SO

N

VALLEY R

O

AD

CRATER LAKE HW

Y

EXISTING 6" CLAY LINE

AC

CE

SS

R

OAD

PACIFIC POWER & LIGHT

PRIMARY 5" CONDUIT

EXISTING ELECTRICAL

POWER HOOKUP - MAY

CONNECT TO THE WEST

EXISTING

UNPAVED

TRAIL

SS2

SS2

EXISTING

TRANSFORMER

EXISTING PAD MOUNTED

UTILITY TRANSFORMER

SHEET

PMIS/PKG NO.

DRAWING NO.SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

1/2 9/2

0 1

:55 :15

P M

\\a nc

-fs \A

NC

-P ro jec ts\

\62

1-

\65

CA

D\ La nd sc ap e\_

CD

\P

LA

NS

\T

VC

\C

-E

CO

N.

dw g

P Gaynor

B Doggett

P Gaynor

CRATER LAKE NATIONAL PARK

2020.11.20

198641 of 152

142813

TVC

C1.0GI

D

UOYEROFEB

LLAC

OREGON UTILITY

NOTIFICATION CENTER

1-800-332-2344

TEMP VISITOR CENTER

EXISTING CONDITIONS

PLAN

UNDERGROUND UTILITY LOCATIONS SHOWN

ARE BASED UPON VARIOUS RECORD UTILITY

MAPS IN CONJUNCTION WITH VISIBLE

EVIDENCE GATHERED DURING THE TIME THE

FIELD SURVEY WAS PERFORMED.

THEREFORE, ALL UNDERGROUND UTILITY

LOCATIONS SHOULD BE FIELD VERIFIED

PRIOR TO CONSTRUCTION.

VERTICAL DATUM: ELEVATIONS ARE NAVD88

EXPRESSED IN INTERNATIONAL FEET.

HORIZONTAL DATUM: NAD83(2011) LOCAL DATUM PLANE

BASED ON OREGON STATE PLANE SOUTH COORDINATES

EXPRESSED IN INTERNATIONAL FEET.

2 22

PLAN LEGEND:

PROJECT BOUNDARY (+/- 7,248 SF)

EXISTING ELECTRICAL SERVICE LINE

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING 6" STORM DRAIN PIPE

EXISTING ELECTRICAL VAULTS

EXISTING COMMUNICATIONS J-BOX

EXISTING 2" WATER VALVE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING CONIFER TREE TO REMAIN

(CANOPY DRIP-LINES ARE BASED ON AERIAL

IMAGERY)

E E

W W

SS

SD

SITE INFORMATION

LOCATED WITHIN THE BOUNDARY OF CRATER LAKE NATIONAL PARK, KLAMATH COUNTY, CRATER LAKE, OREGON.

DATUM

HORIZONTAL CONTROL:

NAD83(2011) LOCAL DATUM PLANE BASED ON OREGON STATE PLANE SOUTH COORDINATES EXPRESSED IN

INTERNATIONAL FEET.

VERTICAL CONTROL:

ELEVATIONS ARE NAVD88(GEOID18) EXPRESSED IN INTERNATIONAL FEET.

E

E

E

E E

SV

SV

SS2

SS2

SS2

SS2

ABA

ABA

DN

AUDITORIUM

LOBBY/ SALES

MAIL ROOM

STORAGE

MEN'S RESTROOM

WOMEN'S

RESTROOM

RAMP

PLATFORM

ANTICIPATED LIMITS OF GROUND

DISTURBANCE (+/- 1,969 SF)

SNOW CANOPY OVERHANG

EXISTING WATER LINE NETWORK

CONTRACTOR TO VERIFY

THE INTEGRITY OF THE P.O.C.

ANTICIPATED LIMITS OF UTILITY TRENCHING

FOR SANITARY CONNECTION. (+/- 797 SF)

ANTICIPATED AREA OF EXISTING

PARKING LOT FOR (18) VISITOR

AND (2) SERVICE VEHICLES.

CONTRACTOR TEMPORARY STAGING AREA

· TWO STALLS FOR EMPLOYEE PARKING

· CONTRACTOR TRAILER PARKING

· LAY DOWN SPACE

EXISTING PARKING LOT LANDSCAPE

ISLAND TO BE PROTECTED. NOT

PART OF PROJECT.

TEMPORARY VISITOR CENTER

& RESTROOMS

WATER LINE TAP

FOR RESTROOM AND

THE TEMPORARY

VISITOR CENTER

PACIFIC POWER & LIGHT

PRIMARY 5" CONDUIT

EXISTING UNPAVED TRAIL

AREA FOR

SNOW

STORAGE

SS2

ANNIE CREEK

RESTAURANT

CAMPER

STORE

CRATER LAKE HW

Y

AC

CE

SS

R

OAD

ANTICIPATED ONE-WAY

CIRCULATION ROUTE

TEMPORARY RE-STRIPING FOR (ADA)

AND (SV) PARKING STALLS

TEMPORARY STAGING AND MANEUVERING AREA

FOR TEMPORARY VISITOR CENTER SET-UP

ANTICIPATED LIMITS OF SNOW

REMOVAL REQUIRED FOR VISITOR AND

SERVICE VEHICLE ACCESS AND

MOVEMENT.

TEMPORARILY PAINT 'RESERVED -

STAFF ONLY' ON TWO STALLS FOR

STAFF VEHICLES

CONNECT TO EXISTING

TRANSFORMER FOR ELEC.

MEN'S RESTROOM

WOMEN'S

RESTROOM

RAMP

SHEET

PMIS/PKG NO.

DRAWING NO.SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

1/2 9/2

0 1

:55 :15

P M

\\a nc

-fs \A

NC

-P ro jec ts\

\62

1-

\65

CA

D\ La nd sc ap e\_

CD

\P

LA

NS

\T

VC

\C

-P

RO

G.

dw g

P Gaynor

B Doggett

P Gaynor

CRATER LAKE NATIONAL PARK

2020.11.20

198641 of 152

142813

TVC

C2.0GI

D

UOYEROFEB

LLAC

OREGON UTILITY

NOTIFICATION CENTER

1-800-332-2344

TEMP VISITOR CENTER

PROGRAM AND PROJECT

LIMITS PLAN

VERTICAL DATUM: ELEVATIONS ARE NAVD88

EXPRESSED IN INTERNATIONAL FEET.

HORIZONTAL DATUM: NAD83(2011) LOCAL DATUM PLANE

BASED ON OREGON STATE PLANE SOUTH COORDINATES

EXPRESSED IN INTERNATIONAL FEET.

CRATER LAKE HW

Y

SIGNS FOR "PARK

VISITOR CONTACT

STATION" ROAD

GUIDE SIGN AND

RG-5 SIGN

SIGN FOR "PARK VISITOR

CONTACT STATION" ROAD

GUIDE SIGN AND RG-5

SIGN

M U

N

SO

N

VA

LLEY R

O

A D

ENTRANCE SIGN LOCATION MAP

PLAN LEGEND:

PROJECT BOUNDARY (+/- 7,248 SF)

LIMIT OF DISTURBANCE (+/- 2,571)

EXISTING ELECTRICAL SERVICE LINE

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING 6" STORM DRAIN PIPE

EXISTING ELECTRICAL VAULTS

EXISTING COMMUNICATIONS J-BOX

EXISTING 2" WATER VALVE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING CONIFER TREE TO REMAIN (CANOPY

DRIP-LINES ARE BASED ON AERIAL IMAGERY)

E E

W W

SS

SD

PROPOSED OVERHEAD ELECTRICAL (+/- 260 LF)

PROPOSED SANITARY SEWER (+/- 90 LF)

TEMPORARY SITE SECURITY FENCING

E E

SIGN NOTES:

REFER TO 'NPS UNIGUIDE STANDARDS:

VOLUME 2 ROADWAY SIGNS' FOR ROADWAY

SIGN DESIGN. MOUNT SIGNS BELOW

EXISTING SIGNS ON EXISTING POST. WINTER

SIGNS REQUIRE SEPARATE SIGN EXTENSION

POST TO ENSURE VISIBILITY ABOVE SNOW

PACK. POST TO BE OF SUITABLE MATERIAL

TO WITHSTAND THE REGIONAL SNOW LOAD

ANNIE SPRING

ENTRANCE STATION

UNDERGROUND UTILITY LOCATIONS SHOWN

ARE BASED UPON VARIOUS RECORD UTILITY

MAPS IN CONJUNCTION WITH VISIBLE

EVIDENCE GATHERED DURING THE TIME THE

FIELD SURVEY WAS PERFORMED.

THEREFORE, ALL UNDERGROUND UTILITY

LOCATIONS SHOULD BE FIELD VERIFIED

PRIOR TO CONSTRUCTION.

4" WIDE WHITE

STRIPES @ 2' O.C. AT

36 DEGREES

TYPICAL A.B.A.

PARKING SYMBOL. SEE

DETAIL ON THIS SHEET.24'-10"

9.0'

NOTE: CONSTRUCT / INSTALL FACILITIES

IN ACCORDANCE WITH OSSC CHAPTER 11

9.0'

PER PLAN 8' MIN FOR

WHEELCHAIR OR VAN ACCESSIBLE

A.B.A. PARKING STALL

NOT TO SCALE

28" MINIMUM

BACKGROUND

24" MINIMUM

3" MINIMUM

1.

2.

3.

PAVEMENT MARKING

BACKGROUND: OPTIONAL:

BLUE, RETRO-REFLECTIVE

PAVEMENT MARKING STENCIL:

WHITE, RETRO-REFLECTIVE

THE PAVEMENT MARKING

STENCIL SHALL BE USED TO

DESIGNATE AN ACCESSIBLE

PARKING AREA RESERVED FOR

VEHICLES WITH DMV PERMITS.

NOTES

TYPICAL A.B.A. PARKING SYMBOL

NOT TO SCALE

SNOW CLEARANCE AREA BY NPS STAFF

SNOW STORAGE BY NPS STAFF

TEMPORARY STAGING AREA

PARKING AREA

(STROKE WIDTH)

GENERAL NOTES

CONTRACTOR WILL REFER TO SPEC SECTION 01 40 00 FOR

'ACCESSIBILITY INSPECTION REPORT' REQUIREMENTS, TO

DOCUMENT COMPLIANCE WITH ABAAS AT VARIOUS STAGES OF

CONSTRUCTION.

AC

CE

SS

R

OAD

E

E

E E

DN

AUDITORIUM

LOBBY/ SALES

MAIL ROOM

STORAGE

MEN'S RESTROOM

WOMEN'S

RESTROOM

RAMP

PLATFORM

SS

SS

SS

SNOW CANOPY

OVERHANG

ANTICIPATED AREA OF

EXISTING PARKING LOT FOR

(18) VISITOR AND (2) SERVICE

VEHICLES.

EXISTING PARKING LOT

LANDSCAPE ISLAND TO

BE PROTECTED. NOT

PART OF PROJECT.

TEMPORARY

VISITOR CENTER

& RESTROOMS

TEMPORARY

RE-STRIPING FOR

(ABA) AND (SV)

PARKING STALLS

ANNIE CREEK

RESTAURANT

CAMPER

STOREM

U N

SO

N

VALLEY R

O

AD

CRATER LAKE HW

Y

AC

CE

SS

R

OAD

SHEET

PMIS/PKG NO.

DRAWING NO.SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

1/2 9/2

0 1

:55 :15

P M

\\a nc

-fs \A

NC

-P ro jec ts\

\62

1-

\65

CA

D\ La nd sc ap e\_

CD

\P

LA

NS

\T

VC

\C

-L

SP

R.

dw g

P Gaynor

B Doggett

P Gaynor

CRATER LAKE NATIONAL PARK

2020.11.20

198641 of 152

142813

TVC

C3.0GI

D

UOYEROFEB

LLAC

OREGON UTILITY

NOTIFICATION CENTER

1-800-332-2344

TEMP VISITOR CENTER

LANDSCAPE PROTECTION

PLAN

UNDERGROUND UTILITY LOCATIONS SHOWN ARE

BASED UPON VARIOUS RECORD UTILITY MAPS IN

CONJUNCTION WITH VISIBLE EVIDENCE GATHERED

DURING THE TIME THE FIELD SURVEY WAS

PERFORMED. THEREFORE, ALL UNDERGROUND

UTILITY LOCATIONS SHOULD BE FIELD VERIFIED

PRIOR TO CONSTRUCTION.

VERTICAL DATUM: ELEVATIONS ARE NAVD88

EXPRESSED IN INTERNATIONAL FEET.

HORIZONTAL DATUM: NAD83(2011) LOCAL DATUM PLANE

BASED ON OREGON STATE PLANE SOUTH COORDINATES

EXPRESSED IN INTERNATIONAL FEET.

FINISH GRADE

PLAN LEGEND

E E

TREE PROTECTION NOTES

INSTALL TREE PROTECTION FENCING AS INDICATED ON PLAN

AND DETAIL 1 ON THIS SHEET.

GALVANIZED CHAIN-LINK

FENCING AND POLES TO BE

SET AROUND TREE OR

GROUPS OF TREES.

TREE DRIPLINE

DIAMETER VARIES

6'-0" MIN

EXISTING CONIFER TREE TO

REMAIN. REFER TO PLAN

SHEET FOR LOCATIONS.

DETAIL: TREE PROTECTION FENCING

SCALE: N.T.S.1

PROJECT BOUNDARY (+/- 7,248 SF)

TEMPORARY STAGING AREA

EXISTING ELECTRICAL VAULTS

EXISTING COMMUNICATIONS J-BOX

EXISTING WATER VALVE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN - REPLACE IF

DAMAGED

EXISTING CONIFER TREE TO REMAIN

(CANOPY DRIP-LINES ARE BASED ON AERIAL

IMAGERY)

TREE PROTECTION FENCE

GENERAL NOTES

CONTRACTING OFFICER HAS THE AUTHORITY TO APPROVE

ADDITIONAL FENCING PROPOSED BY THE CONTRACTOR.

PROPOSED OVERHEAD ELECTRICAL (+/- 260 LF)

PROPOSED SANITARY SEWER (+/- 90 LF)

PROPSOED RE-VEGETATION SEED MIX

SS

4 22

E

E

E E

DN

AUDITORIUM

LOBBY/ SALES

MAIL ROOM

STORAGE

MEN'S RESTROOM

WOMEN'S

RESTROOM

RAMP

PLATFORM

SS

0+00

0+90 SNOW CANOPY

OVERHANG

EXISTING WATER LINE NETWORK

CONTRACTOR TO VERIFY

THE INTEGRITY OF THE P.O.C.

ANTICIPATED LIMITS OF

UTILITY TRENCHING

FOR SANITARY

CONNECTION.

(+/- 603 SF)

EXISTING 6" CLAY LINE

TEMPORARY

VISITOR CENTER

& RESTROOMS

WATER LINE TAP FOR

RESTROOM AND THE

TEMPORARY VISITOR

CENTER

TEMPORARY

RE-STRIPING FOR

(ADA) AND (SV)

PARKING STALLS

PACIFIC POWER & LIGHT

PRIMARY 5" CONDUIT

SS2

SS2

SS2

SS2

EXISTING

TRANSFORMER

ANNIE CREEK

RESTAURANT

CAMPER

STORE

CRATER LAKE HW

Y

AC

CE

SS

R

OAD

SV

SV

EXISTING PAD MOUNTED

UTILITY TRANSFORMER.

COORDINATE WITH UTILITY

FOR NEW POWER SERVICE.

NEW BURIED POWER SERVICE TO THE

BUILDING. SHARE COMMON TRENCH

WITH WATER SERVICE. CONDUIT BY

CONTRACTOR, CABLING BY UTILITY.

NEW METER/MAIN ON BUILDING

EXTERIOR OR PEDESTAL

MOUNTED. COORDINATE EXACT

LOCATION.

-1.83% -1.52% -0.75% -0.78%2.15% 1.27% 1.63%

2.65%

1.71%

1.73%

GRADE BREAK STA = 0+18.27

ELEV = 6022.631 GRADE BREAK STA = 0+89.85

ELEV = 6022.588

SHEET

PMIS/PKG NO.

DRAWING NO.SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

1/2 9/2

0 1

:55 :15

P M

\\a nc

-fs \A

NC

-P ro jec ts\

\62

1-

\65

CA

D\ La nd sc ap e\_

CD

\P

LA

NS

\T

VC

\C

-U

TI

L.d wg

P Gaynor

B Doggett

P Gaynor

CRATER LAKE NATIONAL PARK

2020.11.20

198641 of 152

142813

TVC

C4.0GID

UOYEROFEB

LLAC

OREGON UTILITY

NOTIFICATION CENTER

1-800-332-2344

TEMP VISITOR CENTER

UTILITY PLAN

UNDERGROUND UTILITY LOCATIONS SHOWN ARE

BASED UPON VARIOUS RECORD UTILITY MAPS IN

CONJUNCTION WITH VISIBLE EVIDENCE GATHERED

DURING THE TIME THE FIELD SURVEY WAS

PERFORMED. THEREFORE, ALL UNDERGROUND

UTILITY LOCATIONS SHOULD BE FIELD VERIFIED

PRIOR TO CONSTRUCTION.

VERTICAL DATUM: ELEVATIONS ARE NAVD88

EXPRESSED IN INTERNATIONAL FEET.

HORIZONTAL DATUM: NAD83(2011) LOCAL DATUM PLANE

BASED ON OREGON STATE PLANE SOUTH COORDINATES

EXPRESSED IN INTERNATIONAL FEET.

PLAN LEGEND

PROJECT BOUNDARY (+/- 7,010 SF)

LIMIT OF DISTURBANCE (+/- 2,571)

STAGING AREA

EXISTING ELECTRICAL SERVICE LINE

EXISTING 2" WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING 6" STORM LINE

EXISTING ELECTRICAL VAULTS

EXISTING COMMUNICATIONS J-BOX

EXISTING WATER VALVE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING CONIFER TREE TO REMAIN

(CANOPY DRIP-LINES ARE BASED ON AERIAL

IMAGERY)

PROPOSED 4" WATER VALVE

E E

W W

SS

SD

E E PROPOSED OVERHEAD ELECTRICAL (+/- 260 LF)

PROPOSED SANITARY SEWER (+/- 90 LF)SS

UTILITY TRENCH SECTION - BACKFILL

NOT TO SCALE

PIPE ZONE

BEDDING

PIPE ZONE

BACKFILL

BACKFILL ABOVE

PIPE ZONE

18"MIN.

4"MIN.

PIPE O.D.

PLUS 18"MIN.

3/4"-0" CRUSHED ROCK

SEWER MAIN

3/4"-0" CRUSHED ROCK

EXISTING MATERIAL

3/4"-0" CRUSHED ROCK IN

PAVED AREA

GRANULAR BACKFILL OR

APPROVED NATIVE

MATERIAL IN AREAS

OUTSIDE OF PAVEMENT.

EXISTING SURFACE

GRADE

PROPOSED SANITARY SEWER PROFILE

CAST IRON FRAME

11 1/2"

10 1/2" 3/4"

1 1/8"

1/2" 6 3/

8"

4"

4"

9"

10 3/8"

MIN

MIN

4"

4"

4"

6"

MIN

MIN

NOTE:

3/4"-0 COMPACTED

AGGREGATE BASE ROCK

CLEANOUT

STANDARD CLEANOUT DETAIL

NOT TO SCALE

CAP

4" CONCRETE

ALL CLEANOUT MATERIAL TO

BE SAME AS CARRIER PIPE.

NOTE:

INSTALL 2'x2'x4" CONCRETE

PAD IN UNPAVED AREA.

CONCRETE PAD REQUIRED

IN PAVED AREAS ONLY

AS

SPECIFIED

17 1/8"

CLASS 3000

CONCRETE

MECHANICAL PLUG

3/4"

2 3/8" 1/2"

9 7/8"

5/8"

CAST IRON COVER

AC OR CONCRETE PAVING

OR OTHER SURFACING

Don Wilcox

1" PE SERVICE LINE (ALL SERVICES

LINES SHALL BE IRON PIPE SIZE [IPS])

PROPERTY PIN

P/L

P/L

KEY VALVE ASSEMBLY

CUSTOMER SERVICE VALVES

WATER METERS BY CITY AT TIME OF SERVICE APPLICATION.

PLAN

METER

6" MIN.

DRAIN

ROCK

3/4" COPPER TAIL PIECE WITH 3/4" BRASS

FEMALE ADAPTER AND PLUG BY CONTRACTOR

2"±

P/L

1" PE SERVICE LINE (ALL SERVICES

LINES SHALL BE IRON PIPE SIZE [IPS])

PROFILE

EXTENSION RISER REQ.'D

14 AWG

TRACER

WIRE

30" MIN.

COVER

INSTALL METER BOX

FLUSH WITH SIDEWALK

SERVICE

SADDLE

CORP. STOP

FINISHED GRADE

24"

MIN.

24"±

18"

45.0°

KEY VALVE BRANCH ASSEMBLY BY FORD, MODEL UV63-42W,

OR COMPATIBLE EQUAL, CONTRACTOR TO VERIFY EXACT

MODEL NO. W/ CITY PRIOR TO ORDERING. (REFER TO

CONSTRUCTION NOTE 3)

CUSTOMER SERVICE VALVES WITH INLET SIDE METER COUPLER BY

CONTRACTOR.

1" IPT IDLER (MXM) 7 1/2" LONG (A.Y. McDONALD PART #40MJ07, FORD PART #IDLER-2, MUELLER PART #H-10887 5/8x3/4 OR EQUAL)

CONSTRUCTION NOTES

AT FUTURE METER LOCATIONS BY CONTRACTOR. 1 1/2" OR 2"

CITY OF KLAMATH FALLS

RESIDENTIAL 1/2002

GDGWATER SERVICE CONNECTION

1 6/04 2nd EDITION

SPLICE

TRACER WIRE

W/ MAIN LINE

WIRE

METER SPACER PER MANUFACTURER REQUIREMENTS.

2 6/06 4th EDITION

3 3/10 5th EDITION

MAIN LINE

45°

45°

FLOW

A

A

45° WYE

45° ELBOW

R.O.W. LINE

SEE NOTE 1

PLAN VIEW

NTS

MAIN LINE

SERVICE LATERAL @ 2% SLOPE

45° ELBOW

45° WYE

SECTION A-A

NTS

R.O .W

. L

INE

45° ELBOW

45° WYE

CITY MAINTENANCE

CASTING

Min.

4 1/8"

8" Min.

6" Min.

POURED IN PLACE

COMPACTED FILL

CONC. COLLAR ON

24" Min.

12" Min.

24"

12"

12" 24"

OR AS DIRECTED BY CITY

LOCATOR WIRE

14 AWG SINGLE STRAND

CITY OF KLAMATH FALLS

LATERAL CONNECTION 1/2002

GDGSTANDARD WYE SERVICE

Don Wilcox1 6/04 2nd EDITION

NO HORIZONTAL

BENDS

WIRE (SPLICE TRACER

MAIN LINE LOCATOR

WIRE W/MAIN LINE WIRE)

2 3/10 5th EDITION

1. CONTRACTOR TO INSTALL 20' LENGTH OF PIPE WITH PLUG @ 2% SLOPE.

CONSTRUCTION NOTES:

NOTE:

1. BACKFILL IN 6" LIFTS.

2. THE BACKFILL IN

PAVEMENT AND BUILDING

AREAS SHOULD BE AT

LEAST 92% OF THE

MAXIMUM DRY DENSITY AS

DETERMINED BY THE

MODIFIED PROCTOR TEST

METHOD (ASTM D 1557)

BELOW 1 FT FROM THE

FINISHED SUBGRADE

SURFACE AND 95% IN THE

UPPER 1FT.

3. ON-SITE SPOILS MAY BE

USED FOR BACKFILL IN

LANDSCAPE AREAS

OUTSIDE THE PIPE

BEDDING ZONE.

4. USE OF NATIVE MATERIAL

FOR BACKFILL TO BE

DETERMINED BY

CONTRACTING OFFICER.

PICK HOLE

1. ALL POLYETHYLENE (PE) PIPE SHALL CONTAIN STAINLESS STEEL INSERT STIFFENERS INSIDE

BOTH ENDS OF PIPE.

2. METER BOXES SHALL BE SET IN THE SIDEWALK AT THE BACK OF SIDEWALK OR DIRECTLY BEHIND

THE BACK OF SIDEWALK.

3. REFER TO STANDARD DRAWINGS 7-100a - 7-100c FOR PARTS LIST.

4. 4. TRACER WIRE SHALL BE EXTENDED 24" ABOVE FINISHED SURFACE AND LEFT COILED UNDER

METER BOX LID.

THE CITY OF KLAMATH FALLS IS NOT THE GOVERNING JURISDICTION. THESE DETAILS

ARE FOR REFERENCE.

THE CITY OF KLAMATH FALLS IS NOT THE GOVERNING JURISDICTION. THESE DETAILS

ARE FOR REFERENCE.

GENERAL

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE PROVIDED BY THE CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS AND NOTES. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY THE CONTRACTING OFFICER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.

DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. DIMENSIONS

NOTED IN THE DRAWINGS SHALL BE FOLLOWED. DO NOT SCALE DRAWINGS.

SPECIFICATIONS: REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND DRAWINGS.

ARCHITECTURAL: REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON- BEARING WALLS, FASCIA, ELEVATORS, STAIRS, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC.

CONTRACTOR-INITIATED CHANGES: SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER FOR APPROVAL AS REQUIRED BY THE DIVISION 01 SPECIFICATIONS PRIOR TO FABRICATION AND CONSTRUCTION.

CHANGES SHOWN ON SHOP DRAWINGS OR SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT.

CONTRACTOR RESPONSIBILITIES: DRAWINGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED FORM.

CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO

PERFORM WORK.

CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS

HAVE ACHIEVED DESIGN STRENGTH.

STRUCTURAL OBSERVATION SHALL BE PERFORMED PER IBC SECTION 1704.6

SPECIAL INSPECTION PER IBC SECTION 1704, SHALL BE PERFORMED BY AN AGENCY APPROVED BY THE CONTRACTING OFFICER AS REQUIRED BY THE DIVISION 01 SPECIFICATIONS AND AS OUTLINED IN THE STRUCTURAL SPECIAL

INSPECTION SCHEDULE ON SHEETS S0.3 AND S0.4.

CODES

BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION.

RISK CATEGORY: II (IBC TABLE 1604.5)

STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED IN THE 2015 IBC, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE.

DESIGN CRITERIA

SNOW DESIGN DATA:

GROUND SNOW LOAD Pg = 490 PSF (ASCE 7 FIGURE 7-1)

FLAT-ROOF SNOW LOAD Pf = 412 PSF (ASCE 7 SECTION 7.3)

SNOW EXPOSURE FACTOR Ce = 1.0 (ASCE 7 TABLE 7-2)

SNOW LOAD IMPORTANCE FACTOR I S = 1.0 (ASCE 7 SECTION 7.3.3)

THERMAL FACTOR Ct = 1.2 (ASCE 7 TABLE 7-3)

ROOF EXPOSURE PARTIALLY EXPOSED (ASCE 7 TABLE 7-2)

TERRAIN CATEGORY C (ASCE 7 SECTION 26.7)

DESIGN ROOF SLOPE 11/2" VERT TO 12" HORIZ

ROOF SLOPE FACTOR Cs = 1.0 (ASCE 7 SECTION 7.4)

SLOPED ROOF SNOW LOAD Ps = 412 PSF (ASCE SECTION 7.4)

WIND DESIGN DATA:

WIND BASE SHEAR VW (N-S) = 50.5 KIPS

VW (E-W) = 14.3 KIPS

ANALYTICAL PROCEDURE DIRECTIONAL PROCEDURE, ASCE 7 CHAPTER 27

TYPE OF STRUCTURE RIGID (ASCE 7 SECTION 26.9.2)

BASIC WIND SPEED V = 115 MPH, ULTIMATE 3 SECOND GUST (ASCE 7 FIG 26.5-1A - 26.5-1C)

VASD = 89 MPH, NOMINAL 3 SECOND GUST (IBC EQUATION 16-33)

EXPOSURE CATEGORY C (ASCE 7 SECTION 26.7.3)

INTERNAL PRESSURE COEFFICIENT 0.0 (ASCE 7 FIGURE 26.11-1)

ENCLOSURE CLASSIFICATION OPEN (ASCE 7 SECTION 26.10.1)

DIRECTIONALITY FACTOR Kd = 0.85 : MWFRS

(ASCE 7 TABLE 26.6-1)

TOPOGRAPHIC FACTOR Kzt = 1 (ASCE 7 SECTION 26.8)

GUST EFFECT FACTOR G = 0.85 (ASCE 7 SECTION 26.9.1)

EARTHQUAKE DESIGN DATA:

SEISMIC-FORCE-RESISTING SYSTEM: STEEL ORDINARY

MOMENT FRAMES

ANALYTICAL PROCEDURE: EQUIVALENT LATERAL

FORCE PROCEDURE

SEISMIC BASE SHEAR: VE (N-S) = 63.6 KIPS

(ASCE 7 SECTION 12.8.1) VE (E-W) = 63.6 KIPS

SEISMIC RESPONSE COEFFICIENT: CS (N-S) = 0.145

(ASCE 7 SECTION 12.8.1.1) CS (E-W) = 0.145

SEISMIC IMPORTANCE FACTOR Ie 1.0 (ASCE 7 TABLE 1.5-2)

SITE CLASS D (ASCE 7 SECTION 11.4.2)

SS = 0.56 (ASCE 7 SECTION 11.4.1)

S1 = 0.27 (ASCE 7 SECTION 11.4.1)

SDS = 0.51 (ASCE 7 SECTION 11.4.4)

SD1 = 0.34 (ASCE 7 SECTION 11.4.4)

SEISMIC DESIGN CATEGORY D (ASCE 7 SECTION 11.6)

RESPONSE MODIFICATION COEFFICIENT R = 3.5 (ASCE 7 TABLE 12.2-1)

SYSTEM OVERSTRENGTH FACTOR Ω0 = 3.0 (ASCE 7 TABLE 12.2-1)

DEFLECTION AMPLIFICATION FACTOR Cd = 3.0 (ASCE 7 TABLE 12.2-1)

GEOTECHNICAL

ALLOWABLE SOIL PRESSURE, LATERAL EARTH PRESSURE, AND SOIL PROFILE TYPE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER OR INSPECTOR. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED OR FOUND TO BE EXPANSIVE, NOTIFY THE CONTRACTING OFFICER FOR

POSSIBLE FOUNDATION REDESIGN.

FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT EXTERIOR FINISHED GRADE. FOOTING DEPTHS AND ELEVATIONS SHOWN ON DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; CONTRACTOR SHALL ESTABLISH ACTUAL ELEVATIONS IN FIELD. BACKFILL BEHIND ALL WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE

DRAINAGE IN AN APPROVED MANNER.

SOIL PROFILE TYPE SITE CLASS "D"

ALLOWABLE VERTICAL DESIGN PRESSURE 2,500 PSF

ALLOWABLE PASSIVE PRESSURE 150 PCF

ALLOWABLE FRICTION COEFFICIENT 0.25

CONCRETE:

REFERENCE STANDARDS: CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW:

ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"

ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE"

ACI 311 "GUIDE FOR CONCRETE INSPECTION"

ACI SP-15* "FIELD REFERENCE MANUAL"

* A COPY SHALL BE KEPT IN THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES.

MATERIALS:

CEMENT ASTM C150, C595

*AGGREGATES ASTM C33

ADMIXTURES ASTM C260, C494, C1017

* *FLY ASH ASTM C618, CLASS F OR C

* AGGREGATES THAT EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE WITH ASTM C33 APPENDIX XI SHALL NOT BE USED. THE 'SAND EQUIVALENT' FOR FINE AGGREGATE SHALL NOT BE LESS THAN 75.

* * MAXIMUM LOSS ON IGNITION SHALL BE 1%.

CONCRETE MIXES SHALL BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW BY ENGINEER PRIOR TO USE. COMPLY WITH IBC SECTION 1904. MIXES SHALL MEET OR

EXCEED THE FOLLOWING CRITERIA:

TYPE OF CONSTRUCTION

SPECIFIED COMPRESSIVE MAXIMUM EXPOSURE CLASS

STRENGTH (f 'c) WATER/CEMENT (ACI 318-14 TABLES

AT 28 DAYS, UNO RATIO 19.3.1.1 AND 19.3.2.1)

BELOW-GRADE CONCRETE 4,500 PSI 0.45 F2, S0, W0, C1

(FOOTINGS)

MISCELLANEOUS EXTERIOR CONCRETE 4,500 PSI 0.45 F2, S0, W0, C1

(EXTERIOR SLABS AND SITE WALLS)

CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, CHAPTER 26. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL

RESPONSIBILITY FOR SPECIFIED PERFORMANCE.

ADMIXTURES: ALL CONCRETE, INCLUDING SLABS ON GRADE, SHALL HAVE A WATER-REDUCING ADMIXTURE COMPLYING WITH ASTM C494 ADDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CALCIUM CHLORIDE OR OTHER

CHLORIDE ADMIXTURES SHALL NOT BE USED.

ALL HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL CONTAIN AN AIR-ENTRAINING AGENT COMPLYING WITH ASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 318-14 TABLE 19.3.3.1. TESTS FOR AIR CONTENT SHALL BE MADE AT THE DISCHARGE END OF THE TRUCK'S PLACING HOSE IN ACCORDANCE WITH ASTM C173.

RE

GI

ST

ERE

D PROFESSIONA

L

PAUL N. CROCK

ER

ENGI

NEER

JAN. 14,2003

OREGON

72398PE

STR

UCTURAL

EXPIRES 12/31/21

SHEET

PMIS/PKG NO.

DRAWING NO.

142813

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

KAO, HM

RLC

PNC

TVC

SNOW ROOF

CRATER LAKE NATIONAL PARK OF 2211

/1

7/

:2 7:

P

M C

:\M Y

C ra p\ R ev it

Lo ca l F ile s\

\6

N P

S C ra te r La ke T

V C

\2

4_

-0

_C

R

LA

_T V

C _S

T R

U _R

LC

.r vt

S0.1

2020.11.20

CRLA 198641GENERAL STRUCTURAL NOTES

AND SHEET INDEX

WATER/CEMENT RATIO SHALL BE MEASURED BY WEIGHT AND BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING CEMENT AND POZZOLANS SUCH AS FLY ASH AND SILICA FUME.

MAXIMUM AGGREGATE SIZE SHALL BE 1", BUT NOT MORE THAN 3/4 TIMES THE CLEAR DISTANCE BETWEEN REINFORCING BARS NOR 1/5 TIMES THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUM

AGGREGATE SIZE FOR SLABS ON GRADE SHALL BE 1/3 TIMES THE SLAB THICKNESS.

SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE DETERMINED BY CONTRACTOR AND SUPPLIER, AND INCLUDED IN MIX DESIGN SUBMITTALS. FIELD MEASURED SLUMP SHALL CONFORM TO SUBMITTED CONCRETE

MIX DESIGN. SLUMP SHALL CONFORM TO ASTM C94.

MASS CONCRETE:

CONCRETE PLACED IN MONOLITHIC PLACEMENTS WHERE THE MINIMUM OF ALL THREE DIMENSIONS EXCEEDS 2'-6" SHALL BE CONSIDERED "MASS CONCRETE" AND SHALL BE SUBJECT TO THE APPLICABLE REQUIREMENTS

OF ACI 301, CHAPTER 8.

ASTM C150 TYPE III CEMENT IS PROHIBITED. UNLESS OTHERWISE SPECIFIED, USE MODERATE OR LOW HEAT OF HYDRATION CEMENT, BLENDED HYDRAULIC CEMENT WITH MODERATE OR LOW HEAT OF HYDRATION PROPERTIES, OR PORTLAND CEMENT WITH FLY ASH, POZZOLAN, OR GROUND-GRANULATED BLAST-FURNACE SLAG. ADDITIVES CONTAINING CALCIUM CHLORIDE ARE PROHIBITED. APPROVED RETARDING, RETARDING HIGH-RANGE WATER

REDUCING, OR RETARDING PLASTICIZING ADMIXTURE SHALL BE USED.

THE TEMPERATURE OF CONCRETE AT TIME OF PLACEMENT SHALL NOT EXCEED 90 DEGREES FAHRENHEIT PER ASTM C94. THE AMBIENT TEMPERATURE AT TIME OF PLACEMENT SHALL NOT EXCEED 90 DEGREES FAHRENHEIT OR BE LESS THAT 35 DEGREES FAHRENHEIT. THE MAXIMUM INTERNAL TEMPERATURE DURING CURING SHALL NOT EXCEED 160 DEGREES FAHRENHEIT. CONFORM TO THE REQUIREMENTS OF ACI 305.1 AND ACI 306.1 FOR HOT- WEATHER AND COLD-WEATHER CONCRETING, RESPECTIVELY. IF COOLING METHODS ARE EMPLOYED, THEY SHALL NOT INCREASE THE WATER-CEMENT RATIO OR SLUMP BEYOND ALLOWABLE LIMITS. THE CONCRETE SHALL BE COOLED GRADUALLY SO THAT THE SURFACE TEMPERATURE DROP DOES NOT EXCEED 20 DEGREES FAHRENHEIT

IN ANY 24-HOUR PERIOD AFTER PLACEMENT.

SUBMIT DETAILED PROCEDURES, MATERIALS, MIX DESIGNS, AND THE TEST RESULTS INCLUDING HEAT OF HYDRATION TEST DATA PER ASTM C186 TO THE CONTRACT OFFICER BEFORE CONSTRUCTION OF MASS CONCRETE.

EMBEDDED ITEMS: CONDUIT AND SLEEVES SHALL NOT BE EMBEDDED IN OR PASS THROUGH CONCRETE WITHOUT APPROVAL. ALUMINUM ITEMS SHALL NOT BE EMBEDDED IN CONCRETE. SUBMIT CONDUIT LAYOUT AND EMBEDDED ITEM PLANS TO THE CONTRACTING OFFICER FOR REVIEW BY ENGINEER PRIOR TO PLACING CONCRETE.

NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI AT 28 DAYS, BUT NOT LESS

THAN THE MATERIAL ON WHICH IT IS PLACED UPON.

CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED IN ACCORDANCE WITH TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON DRAWINGS OR, AT CONTRACTOR'S OPTION, SHALL BE AN INTENTIONALLY ROUGHENED

CONSTRUCTION JOINT DEFINED BY THE FOLLOWING:

1. SURFACE OF JOINT SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE

AGGREGATEEMBEDDED IN PREVIOUS POUR.

2. EXPOSED AGGREGATE SHALL PROTRUDE 1/4" MINIMUM.

3. JOINT SURFACE SHALL BE CLEANED AND LAITANCE REMOVED.

4. JOINT SHALL BE WETTED AND STANDING WATER REMOVED IMMEDIATELY BEFORE NEW CONCRETE IS

PLACED.

5. SUBMIT CONSTRUCTION JOINT LAYOUT PLAN TO THE CONTRACTING OFFICER FOR REVIEW BY ENGINEER

PRIOR TO PLACING CONCRETE.

COORDINATION: SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT EXPOSED

CONCRETE SURFACES.

CONCRETE REINFORCEMENT

REFERENCE STANDARDS: CONCRETE REINFORCEMENT SHALL CONFORM TO ALL REQUIREMENTS OF THE

FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW:

ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"

ACI SP-66 "ACI DETAILING MANUAL"

ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

CRSI "PLACING REINFORCING BARS"

CRSI "MANUAL OF STANDARD PRACTICE" MSP-1

WRI "WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE"

MATERIALS:

DEFORMED BARS ASTM A615, GRADE 60

REINFORCEMENT SHALL BE PLACED AND SUPPORTED IN ACCORDANCE WITH CRSI MSP-1. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH ACI SP-66. NO BENDING OR STRAIGHTENING OF REINFORCEMENT WILL BE

PERMITTED AFTER PARTIAL EMBEDMENT IN CONCRETE.

LAP SPLICE ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH REINFORCEMENT SPLICE AND DEVELOPMENT LENGTH SCHEDULE. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 1 CROSS WIRE SPACING + 2" OR 8" WHICHEVER IS GREATER.

NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON

THE DRAWINGS OR APPROVED BY THE ENGINEER OF RECORD.

WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR TO PLATES, ANGLES, ETC IS PROHIBITED, EXCEPT WHERE SPECIFICALLY NOTED IN DETAILS. WHERE WELDING IS NOTED, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E9018 ELECTRODES. WELDING PROCEDURES SHALL COMPLY WITH AWS-D1.4.

CONCRETE COVER: UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE:

FOOTINGS 3" (EXCEPT 2" TOP AND FORMED SIDES)

CONCRETE ANCHORAGE

EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IAPMO OR ICC-ES REPORTS. NOMINAL EMBEDMENT DEPTH SHALL BE AS NOTED

BELOW, UNLESS NOTED OTHERWISE.

HILTI KWIK BOLT TZ (ESR-1917)

3/8" EXPANSION BOLTS 2 5/16"

1/2" EXPANSION BOLTS 3 5/8"

5/8" EXPANSION BOLTS 4 7/16"

3/4" EXPANSION BOLTS 5 9/16"

SIMPSON STRONG-BOLT 2 (ESR 3037)

3/8" EXPANSION BOLTS 2 7/8"

1/2" EXPANSION BOLTS 3 7/8"

5/8" EXPANSION BOLTS 5 1/8"

3/4" EXPANSION BOLTS 5 3/4"

DEWALT POWER STUD+ SD2 (ESR 2502)

3/8" EXPANSION BOLTS 2 3/8"

1/2" EXPANSION BOLTS 3 3/4"

5/8" EXPANSION BOLTS 4 7/8"

3/4" EXPANSION BOLTS 5 3/4"

EPOXY-GROUTED RODS OR REBAR TO CONCRETE SHALL BE GROUTED WITH ONE OF THE FOLLOWING:

HILTI HIT-RE 500-V3 (ESR 3814), HILTI HIT-HY200 (ESR-3187), SIMPSON SET-XP (ESR 2508), OR DEWALT PURE110+ (ESR-3298). INSTALL PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IAPMO OR ICC-ES REPORTS. EMBEDMENT DEPTHS SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE.

3/8" ROD OR #3 BAR 4"

1/2" ROD OR #4 BAR 5"

5/8" ROD OR #5 BAR 7"

3/4" ROD OR #6 BAR 9"

7/8" ROD OR #7 BAR 12"

1" ROD OR #8 BAR 15"

HEAVY DUTY SCREW ANCHORS INTO CONCRETE SHALL BE SIMPSON TITEN HD (ESR-2713)

DEWALT SCREW-BOLT+ (ESR-3889) OR HILTI KWIK HUS EZ (ESR-3027).

DRIVE PINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE ITW RAMSET/RED HEAD (ESR-1799), HILTI XU LOW VELOCITY (ESR-2269), OR DEWALT POWER ACTUATED FASTENERS (ESR-2024)

UNDERCUT ANCHORS SHALL BE USP DUC (ESR-1970), HILTI HDA (ESR-1546) OR

POWERS ATOMIC+ UNDERCUT ANCHOR (ESR-3067).

POST-INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

PRODUCT SUBSTITUTES PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IAPMO OR

ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.

NO REINFORCING BARS SHALL BE CUT TO PLACE POST-INSTALLED ANCHORS. ALL DEFECTIVE ANCHOR HOLES SHALL BE GROUTED WITH EPOXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY.

STEEL

REFERENCE STANDARDS: STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING

DOCUMENTS:

AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS"

AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"

AWS D1.1 "STRUCTURAL WELDING CODE - STEEL"

AISC 348 "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS"

AISC 358 "PREQUALIFIED CONNECTIONS FOR SPECIAL AND INTERMEDIATE STEEL

MOMENT FRAMES FOR SEISMIC APPLICATIONS"

MATERIALS:

TYPE OF MEMBER ASTM SPECIFICATION YIELD

WIDE FLANGES (W), STRUCTURAL TEES (WT) A992 50 KSI

PLATES, ANGLES, CHANNELS A36 36 KSI

THREADED RODS (TR) AND BARS

SPECIAL SHAPES (NOTED A572 50 KSI

GRADE 50 ON DRAWINGS)

MACHINE BOLTS (MB) A307

CONNECTION BOLTS (HSB) A325: F3125, GRADE A325

ANCHOR RODS (AR) F1554 GRADE 55, WELDABLE

TENSION CONTROL BOLTS F1852

LOAD-INDICATING WASHERS F959, TYPE A325

CAMBER: ALL MEMBERS SHALL BE ERECTED WITH NATURAL OR INDUCED CAMBER UPWARDS, UNLESS NOTED OTHERWISE. CAMBER INDICATED ON DRAWINGS SHALL BE AS DELIVERED TO THE JOB SITE. CONTRACTOR SHALL CONSIDER CAMBER LOSS DUE TO SHIPPING AND HANDLING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

ERECTION AIDS INCLUDING ERECTION ANGLES AND LIFT HOLES.

STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE ZINC-COATED HOT-DIPPED GALVANIZED PER ASTM A123.

ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED PAINT CONTAINING ZINC DUST COMPLYING WITH ASTM A780. ALL BOLTS AND ANCHOR RODS EXPOSED TO WEATHER SHALL BE ZINC-COATED

HOT-DIPPED GALVANIZED PER ASTM A153.

BOLTED CONNECTIONS NOT SPECIFIED AS SLIP-CRITICAL NEED ONLY BE TIGHTENED TO AISC SNUG-TIGHT CRITERIA, UNLESS NOTED OTHERWISE. CONNECTION PLATES SHALL HAVE AISC STANDARD ROUND HOLES UNLESS NOTED OTHERWISE. ALL OVERSIZED OR SLOTTED HOLES SHALL HAVE WASHERS PROVIDED IN

ACCORDANCE WITH AISC 360, UNLESS NOTED OTHERWISE.

PRETENSIONED OR SLIP-CRITICAL CONNECTIONS SHALL USE LOAD-INDICATING WASHERS OR TENSION CONTROL BOLTS SUCH AS BETHLEHEM INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.

CONNECTED PLIES SHALL BE PREPARED TO MEET THE REQUIREMENTS FOR CLASS A FAYING SURFACES.

WELDING: ALL WELDS SHALL COMPLY WITH AWS D1.1. WELDS SHALL BE MADE USING LOW HYDROGEN E70XX ELECTRODES.

ONLY AWS PREQUALIFIED WELDED JOINTS SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 STANDARD SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES

BASED ON PLATE THICKNESS.

ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT.-LBS.

AT 0 DEGREES F. IN ADDITION TO MEETING THE ABOVE REQUIREMENTS, ALL WELDS INDICATED AS "DEMAND CRITICAL" SHALL BE MADE WITH MATERIAL WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 40 FT-LBS AT 70 DEGREES F. SEE AISC 341-10 CHAPTER A AND AWS D1.8 SECTION 6.3 FOR ADDITIONAL REQUIREMENTS. PROPOSED FILLER MATERIAL FOR BOTH SHOP

AND FIELD WELDS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION.

WELDS SHOWN ON DRAWINGS ARE FOR FINAL CONNECTIONS. UNLESS FIELD WELD SYMBOLS ARE SHOWN, CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE

STEEL ERECTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOINT PREPARATIONS AND WELDING PROCEDURES, INCLUDING ROOT OPENINGS AND FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, WELD ACCESS HOLES, TAPERS, AND

SURFACE ROUGHNESS.

WELDER CERTIFICATION: AWS

FIREPROOFING: REFER TO SPECIFICATIONS FOR REQUIRED FIREPROOFING AND TO ARCHITECTURAL DRAWINGS FOR REQUIRED FIRE RESISTANCE RATINGS. STRUCTURAL FRAME CONSISTS OF THE COLUMNS; THE GIRDERS, BEAMS, TRUSSES, AND SPANDRELS HAVING DIRECT CONNECTIONS TO THE COLUMNS; AND BRACING MEMBERS DESIGNED TO

CARRY GRAVITY LOADS.

ANCHOR RODS SHALL BE INSTALLED TO AISC SNUG-TIGHT CRITERIA WITH HEX NUTS AND LOCK WASHERS OR JAM NUTS AT THE TOP. AT THE BOTTOM, PROVIDE A STANDARD SIZE HEAD, TACK-WELDED NUT OR DOUBLE NUT. NO HEATING OR BENDING OF ANCHOR RODS IS PERMITTED. ENLARGEMENT OF ANCHOR ROD HOLES BY BURNING IS NOT PERMITTED.

BASE PLATE HOLES FOR ANCHOR RODS SHALL BE AS SHOWN BELOW:

AR MAXIMUM HOLE MINIMUM WASHER MINIMUM WASHER

DIAMETER DIAMETER DIAMETER THICKNESS

5/8" 1 1/16" 1 1/2" 3/16"

3/4" 1 5/16" 2" 1/4"

7/8" 1 9/16" 2 1/2" 5/16"

1" 1 13/16" 3" 3/8"

STEEL DECK SIZE, TYPE, GAGE, AND ATTACHMENTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS. STEEL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER ITEMS SHALL NOT BE SUSPENDED FROM NON-COMPOSITE DECKS. STEEL DECK GAGES SHOWN ON THE DRAWINGS ARE BASED ON UNSHORED CONDITIONS. HEAVIER DECK GAGES MAY BE REQUIRED FOR SOME SPECIAL CONDITIONS. DECK SUPPLIER SHALL VERIFY DECK CAPACITY BASED ON ACTUAL DECK LAYOUT AND SPAN CONDITIONS. CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS LIGHT GAGE METAL NECESSARY TO COMPLETE THE WORK.

DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER OF RECORD, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING PROCESS.

CONCRETE (CONTINUED):

RE

GI

ST

ERE

D PROFESSIONA

L

PAUL N. CROCK

ER

ENGI

NEER

JAN. 14,2003

OREGON

72398PE

STR

UCTURAL

EXPIRES 12/31/21

SHEET

PMIS/PKG NO.

DRAWING NO.

142813

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

KAO, HM

RLC

PNC

TVC

SNOW ROOF

CRATER LAKE NATIONAL PARK OF 2211

/1

7/

:2 7:

P

M C

:\M Y

C ra p\ R ev it

Lo ca l F ile s\

\6

N P

S C ra te r La ke T

V C

\2

4_

-0

_C

R

LA

_T V

C _S

T R

U _R

LC

.r vt

S0.2

2020.11.20

CRLA 198641

GENERAL STRUCTURAL NOTES

RE

GI

ST

ERE

D PROFESSIONA

L

PAUL N. CROCK

ER

ENGI

NEER

JAN. 14,2003

OREGON

72398PE

STR

UCTURAL

EXPIRES 12/31/21

SHEET

PMIS/PKG NO.

DRAWING NO.

142813

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

KAO, HM

RLC

PNC

TVC

SNOW ROOF

CRATER LAKE NATIONAL PARK OF 2211

/1

7/

:2 7:

P

M C

:\M Y

C ra p\ R ev it

Lo ca l F ile s\

\6

N P

S C ra te r La ke T

V C

\2

4_

-0

_C

R

LA

_T V

C _S

T R

U _R

LC

.r vt

S0.3

2020.11.20

CRLA 198641

SPECIAL INSPECTION SCHEDULES

SEISMIC WELDING

WELDING

BOLTING

REQUIRED VERIFICATION AND INSPECTION OF SOILS

STRUCTURAL STEEL SPECIAL INSPECTION

WELDER IDENTIFICATION SYSTEM 1

SEE EARTHQUAKE DESIGN DATA SECTION OF THE GENERAL STRUCTURAL NOTES FOR SEISMIC-FORCE RESISTING-SYSTEMS.

SEISMIC-FORCE-RESISTING SYSTEMS (INCLUDING DRAG STRUTS AND CHORDS) ARE SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH THE FOLLOWING SEISMIC AND NON-SEISMIC TABLES. STRUCTURAL SYSTEMS NOT PART OF THE SEISMIC-FORCE-RESISTING SYSTEM NEED ONLY BE INSPECTED IN ACCORDANCE WITH NON-SEISMIC TABLES.

AISC 360 CH. N

AND AWS D1.1

1705.2.1

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

REPAIR ACTIVITIES

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

k-AREA 2

PARC STRIKES

P P

WELDS MEET VISUAL ACCEPTANCE CRITERIA, CRACK PROHIBITION, WELD / BASE-METAL

FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITY

P PSIZE, LENGTH AND LOCATION OF WELDS

O OWELDS CLEANED

INSPECTION TASKS AFTER WELDING

INSPECTION TASKS AFTER WELDING

AISC 341 CH. J ,

AWS D1.1 , AND

AWS D1.8

1705.12.1

AISC 341 CH. J ,

AWS D1.1 , AND

AWS D1.8

1705.12.1

DP-PREPAIR ACTIVITIES

DPDP

BACKING REMOVED, WELD TABS REMOVED AND FINISHED,

AND FILLET WELDS ADDED (IF REQUIRED)

DPDP

DPDP

-P-P

-O-O

PLACEMENT OF REINFORCING OR CONTOURING

FILLET WELDS (IF REQUIRED)

- CRACK PROHIBITION

- WELDS MEET VISUAL ACCEPTANCE CRITERIA

- CRATER CROSS SECTION

- WELD PROFILES AND SIZE

- UNDERCUT

- POROSITY

WELDS MEET VISUAL ACCEPTANCE CRITERIA

SIZE, LENGTH, AND LOCATION OF WELDS

DOCTASKDOCTASK

QAQC

WELDS CLEANED

VISUAL INSPECTION TASK AFTER TO WELDING

-O-ONO WELDING OVER CRACKED TACKS

-O-O

- INTERPASS AND FINAL CLEANING

- EACH PASS WITHIN PROFILE LIMITATIONS

- EACH PASS MEET QUALITY REQUIREMENTS

WELDING TECHNIQUES

-O-O- WIND SPEED WITHIN LIMITS

- PRECIPITATION AND TEMPERATURE

ENVIRONMENTAL CONDITIONS

-O-O- PACKAGING

- EXPOSURE CONTROL

CONTROL AND HANDLING OF WELDING CONSUMABLES

-O-O

* * FOLLOWING PERFORMANCE OF THIS INSPECTION TASK FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL

PERFORM THE INSPECTION TASKS LISTED.

-O-OCONFIGURATION AND FINISH TO ACCESS HOLES

- SETTINGS ON WELDING EQUIPMENT

- TRAVEL SPEED

- SELECTED WELDING MATERIALS

- SHIELDING GAS TYPE / FLOW RATE

- PREHEAT APPLIED

- INTERPASS TEMPERATURE MAINTAINED (MINIMUM / MAXIMUM)

- PROPER POSITION (F , V , H , OH)

- INTERMIX OF FILTER METALS AVOIDED UNLESS APPROVED

WPS FOLLOWED

DOCTASKDOCTASK

QAQC

VISUAL INSPECTION TASK DURING TO WELDING

-O-O

-O-P / O * *

-O-P / O * *

-O-O

-O-O

- DIMENSION (ALIGNMENT, GAPS OF ROOT)

- CLEANLINESS (CONDITION OF STEEL SURFACES)

- TACKING (TACK WELD QUALITY AND LOCATION)

FIT-UP OF GROOVE (INCLUDING JOINT GEOMETRY)

CONFIGURATION AND FINISH TO ACCESS HOLES

- JOINT PREPARATION

- DIMENSION (ALIGNMENT, ROOF OPENING, ROOT FACE, BEVEL)

- CLEANLINESS (CONDITION OF STEEL SURFACES)

- TACKING (TACK WELD QUALITY AND LOCATION)

- BACKING TYPE AND FIT (IF APPLICABLE)

FIT-UP OF GROOVE (INCLUDING JOINT GEOMETRY)

WELDER IDENTIFICATION SYSTEM

DOCTASKDOCTASK

QAQC

MATERIAL IDENTIFICATION (TYPE / GRADE)

VISUAL INSPECTION TASK PRIOR TO WELDING

CONTINUOUS PERIODIC

AISC 360 CH. N

AND AWS D1.1

1705.2.1

AISC 360 CH. N

AND AWS D1.1

1705.2.1

AISC 360 CH. N 1705.2.1

AISC 360 CH. N 1705.2.1

AISC 360 CH. N 1705.2.1

P PDOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS

QC QAINSPECTION TASKS AFTER BOLTING

INSPECTION TASKS AFTER BOLTING

1705.6

1705.6

1705.6

1705.6

1705.6

IBC

REFERENCE

REFERENCE

STANDARD

X-

5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE

AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY

-X

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF

COMPACTED FILL

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL

MATERIALS

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND

HAVE REACHED PROPER MATERIAL

X-

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY

VERIFICATION AND INSPECTION TASK

O O

FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES

O OFASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING

O OJOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION

O O

FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS

(IF REQUIRED) ARE POSITIONED AS REQUIRED

QC QAINSPECTION TASKS DURING BOLTING

INSPECTION TASKS DURING BOLTING

O O

PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER

COMPONENTS

PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED

AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED

CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION

AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

O O

PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF

THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)

O OFASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

O PMANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS

QC QAINSPECTION TASKS PRIOR TO BOLTING

INSPECTION TASKS PRIOR TO BOLTING

WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILE

LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS

WPS FOLLOWED, SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, SELECTED

WELDING MATERIALS, SHIELDING GAS TYPE / FLOW RATE, PREHEAT APPLIED, INTERPASS

TEMPERATURE MAINTAINED (MINIMUM / MAXIMUM), PROPER POSITION (F , V , H , OH)

O O

ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION AND

TEMPERATURE

NO WELDING OVER CRACKED TACK WELDS

CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE CONTROL

O OUSE OF QUALIFIED WELDERS

QC QAINSPECTION TASKS DURING WELDING

INSPECTION TASKS DURING WELDING

1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR

MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE.

O -CHECK WELDING EQUIPMENT

O OFIT-UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS

(CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION)

O OCONFIGURATION AND FINISH OF ACCESS HOLES

O O

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY), JOINT PREPARATION,

DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS

(CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION),

BACKING TYPE AND FIT (IF APPLICABLE)

O OMATERIAL IDENTIFICATION (TYPE / GRADE)

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

P PWELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE

QC QAINSPECTION TASKS PRIOR TO WELDING

INSPECTION TASKS PRIOR TO WELDING

2 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3 INCHES OF WELD.

SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE ACCORDANCE WITH AISC 341, AISC 360, AND THE FOLLOWING INFORMATION.

TASK - INDICATES WHETHER TO OBSERVE OR PERFORM (OR BOTH) THE INSPECTION TASK.

DOC - THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH

THE CONTRACT DOCUMENTS.

O - THESE FUNCTIONS ON A RANDOM, DAILY BASIS, OPERATIONS NEED NOT BE DELAYED PENDING INSPECTIONS. FREQUENCY

OF OBSERVATIONS SHALL BE ADEQUATE TO CONFIRM THAT THE WORK HAS BEEN PERFORMED INACCORDANCE WITH THE

APPLICABLE DOCUMENTS.

P - PERFORM, FOR EACH JOINT OR MEMBER PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM.

QC - TASKS INDICATED AS "QC" SHALL BE EXECUTED BY THE FABRICATOR AND ERECTOR IN ACCORDANCE WITH AISC 360 CHAPTER N.

QA - TASKS INDICATED AS "QA" SHALL BE EXECUTED BY THE SPECIAL INSPECTOR IN ACCORDANCE WITH AISC 360 CHAPTER N.

STEEL DETAILS

REFERENCED

STANDARD

QC QA

INSPECT THE FABRICATED STEEL AND ERECTED STEEL FRAME TO VERIFY COMPLIANCE WITH

THE DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS,

MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION

INSPECTION TASKS

QC QA AISC 360 CH. N

IBC

REFERENCE

REFERENCED

STANDARD

IBC

REFERENCE

REFERENCED

STANDARD

IBC

REFERENCE

REFERENCED

STANDARD

O O

O O

P O

IBC

REFERENCE

REFERENCED

STANDARD

QC QA

P

P P

P P

P P

P P

IBC

REFERENCE

REFERENCED

STANDARD

IBC

REFERENCE

REFERENCED

STANDARD

O O

O O

O O

O O

P P

O O

IBC

REFERENCE

REFERENCED

STANDARD

IBC

REFERENCE

REFERENCED

STANDARD

IBC

REFERENCE

REFERENCED

STANDARD

AISC 341 CH. J ,

AWS D1.1 , AND

AWS D1.8

1705.12.1

-X-

-X-

SEISMIC REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS

1 SPECIAL INSPECTION IS NOT REQUIRED FOR EXTERIOR CLADDING, INTERIOR AND EXTERIOR NONBEARING WALLS AND INTERIOR AND

EXTERIOR VENEER 30 FEET OR LESS IN HEIGHT ABOVE GRADE [ OR A WALKING SURFACE ].

2 SPECIAL INSPECTION IS NOT REQUIRED FOR EXTERIOR CLADDING AND INTERIOR AND EXTERIOR VENEER WEIGHING 5 PSF OR LESS.

SPECIAL INSPECTION IS NOT REQUIRED FOR INTERIOR NON-BEARING WALLS WEIGHING 15 PSF OR LESS.

d. INSTALLATION AND ANCHORAGE OF DUCTWORK

DESIGNED TO CARRY HAZARDOUS MATERIALS

a. ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER

IN HEIGHT

4. STORAGE RACK

e. INSTALLATION AND ANCHORAGE OF VIBRATION

ISOLATION SYSTEM WHERE THE NOMINAL CLEARANCE

BETWEEN THE EQUIPMENT SUPPORT FRAME AND

RESTRAIN IS 1/4 INCH OR LESS

X

c. INSTALLATION AND ANCHORAGE OF PIPING SYSTEM

DESIGNED TO CARRY HAZARDOUS MATERIALS AND

THERE ASSOCIATED MECHANICAL UNITS

1705.12.6-

b. ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT

X 1705.12.4

ASCE 7

SECTION 13.2

X 1705.12.5-

X 1705.12.5-

X 1705.12.5.1-

X

a. ANCHORAGE OF ELECTRICAL EQUIPMENT FOR

EMERGENCY AND STANDBY POWER SYSTEMS

3. PLUMBING, MECHANICAL AND ELECTRICAL COMPONENTS

d. ANCHORAGE OF ACCESS FLOORS

c. ERECTION AND FASTENING OF INTERIOR AND

EXTERIOR VENEER 1 , 2

b. ERECTION AND FASTENING OF INTERIOR 3 AND

EXTERIOR NON-BEARING WALLS 1 , 2

a. ERECTION AND FASTENING OF

b. EXTERIOR CLADDING 1 , 2

2. ARCHITECTURAL COMPONENTS

1705.12.6

a. VERIFY THE LABEL, ANCHORAGE AND MOUNTING

CONFORMS TO THE CERTIFICATE OF COMPLIANCE

PERIODICCONTINUOUSVERIFICATION AND INSPECTION TASK

1. DESIGNATED SEISMIC SYSTEM

X 1705.12.5-

X 1705.12.6-

X 1705.12.6-

X 1705.12.6-

X 1705.12.7-

REFERENCED

STANDARD

IBC

REFERENCED

1. ALL SPECIAL INSPECTIONS TO BE PERFORMED BY THE CONTRACTOR'S THIRD PARTY SPECIAL INSPECTOR. SEE NATIONAL PARK SERVICE STATEMENT OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS FOR ADDITIONAL INFORMATION AND REQUIRED FREQUENCY.

2. ITEMS MARKED WITH A "X" INDICATED WHETHER THE INSPECTION IS CONTINUOUS OR PERIODIC AS DEFINED IN IBC SECTION 1702.1.

FOR ITEMS NOT MARKED WITH A "X", COMPLY WITH IBC CHAPTER 17.

3. TESTING AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER, AND CONTRACTOR.

4. SEE STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TEST IN PROJECT SPECIFICATIONS. THE MORE STRICT REQUIREMENT OF THE SPECIFICATIONS OR THIS SPECIAL INSPECTION SCHEDULE SHALL APPLY AND BE CONDUCTED BY THE CONTRACTOR.

INSPECTION SCHEDULE NOTES:

ST

ERE

D PROFESSIONA

L

PAUL N. CROCK

ER

ENGI

NEER

JAN. 14,2003

OREGON

72398PE

STR

UCTURAL

EXPIRES 12/31/21

SHEET

PMIS/PKG NO.

DRAWING NO.

142813

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

KAO, HM

RLC

PNC

TVC

SNOW ROOF

CRATER LAKE NATIONAL PARK OF 2211

/1

7/

:2 7:

P

M C

:\M Y

C ra p\ R ev it

Lo ca l F ile s\

\6

N P

S C ra te r La ke T

V C

\2

4_

-0

_C

R

LA

_T V

C _S

T R

U _R

LC

.r vt

S0.4

2020.11.20

CRLA 198641

SPECIAL INSPECTION SCHEDULES

COLD-FORMED STEEL DECKS

GEOTECHNICAL

TESTS

CONCRETE

SEISMIC STEEL INSPECTION TASKSEISMIC BOLTING

SPECIAL INSPECTION OF CONCRETE CONSTRUCTION

AISC 341 CH. J 1705.12.1

PROTECTED ZONE, NO HOLES AND UNAPPROVED ATTACHMENTS MADE

BY BY FABRICATOR OR ERECTOR, AS APPLICABLE

DPDP

- CONTOUR AND FINISH

- DIMENSION TOLERANCES

DPDP

RBS REQUIREMENTS, IF APPLICABLE

DOCTASKDOCTASK

QAQC

OTHER INSPECTION TASKS

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4a

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED

TENSION LOADS

c. INSPECT ALL OTHER WELDS

b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"

a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN

ASTM A706

SDI-QA / QC-2011 1705.2.2

SDI-QA / QC-2011 1705.2.2

SDI-QA / QC-2011 1705.2.2

P PDOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS

VERIFY REPAIR ACTIVITIES

CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERS

CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS

CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS

INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING

O OFASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS

O OFASTENERS ARE POSITIONED AS REQUIRED

INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING

O OPROPER STORAGE FOR MECHANICAL FASTENERS

O OPROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION

O OMANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL FASTENERS

INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING

DOCUMENT ACCEPTANCE OR REJECTION OF WELDS

VERIFY REPAIR ACTIVITIES

WELDS MEET VISUAL ACCEPTANCE CRITERIA

P PVERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS

INSPECTION OR EXECUTION TASKS AFTER WELDING

OWPS FOLLOWED

OENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE)

OCONTROL AND HANDLING OF WELDING CONSUMABLES

OUSE OF QUALIFIED WELDERS

INSPECTION OR EXECUTION TASKS DURING WELDING

OCHECK WELDING EQUIPMENT

OMATERIAL IDENTIFICATION (TYPE / GRADE)

OMANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

OWELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE

INSPECTION OR EXECUTION TASKS PRIOR TO WELDING

PDOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK ACCESSORIES

N/A VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT COMPLY WITH

THE CONSTRUCTION DOCUMENTS

P VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH CONSTRUCTION

DOCUMENTS

INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT

INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT

PDOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES

SDI-QA / QC-2011 1705.2.2

P

VERIFY COMPLIANCE OF MATERIALS (DECK AND DECK ACCESSORIES) WITH CONSTRUCTION

DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS

-ACI 318: 17.8.2

1 WHERE…