A06_Dwgs_01_ORCA_100CD_FINAL_1_LANDSCAPE.pdf

ACCESS TO SEWAGE TREATMENT

PLANT TO REMAIN OPEN

TRUCK TURNAROUND

KEEP CLEAR

DRIVEWAY TO LOWER LEVELS

CONTRACTOR DESIGNATED

SMOKING AREA

CONTRACTOR LAY DOWN AREA AND

PARTIAL CONTRACTOR PARKING

TRAVEL LANE KEEP CLEAR

DESIGNATED NPS PARKING -

NO CONTRACTOR VEHICLES

TEMPORARY ACCESSIBLE

PARKING DURING

CONSTRUCTION

DRIVE AISLE,

KEEP CLEAR

CONTRACTOR

VEHICLE PARKING

THE CHATEAU

ACCESS ROUTE FROM

CAVE JUNCTION

TRANSFORMER LOCATION

M

I

N

C

L

R

EXISTING PARKING AREA

HIGHWAY 46

CONSTRUCTION BOUNDARY

OREGON CAVES

CHALET VISITOR

CENTER

POND

TITLE OF SHEET

SUB SHEET NO.

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

C o n s t r u c t i o n

S t a g i n g a n d

A c c e s s

P l a n d w g a r c h

A

U T

O C

D

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

CONSTRUCTION STAGING

AND ACCESS PLAN

L0.01

B

L

D

G

T R

U E

N O

R T

H

AutoCAD SHX Text

UT

AutoCAD SHX Text

UW

AutoCAD SHX Text

AutoCAD SHX Text

UW

AutoCAD SHX Text

UW

AutoCAD SHX Text Pond

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text R

AutoCAD SHX Text

SCALE

(3) CONCRETE STAIRS

TO BE REMOVED

CONCRETE TO BE REMOVED

(E) STONE WALL TO BE REMOVED,

STONES TO BE RETAINED AND REUSED

SAW CUT AND REMOVE ASPHALT

1,850 SF

ORIGINAL BALCONY FOOTINGS

TO BE REMOVED, CONTRACTOR

TO FIELD LOCATE

(E) RETAINING WALL TO REMAIN

POND

(E) PARKING,

REMOVE STRIPING

(E) STAIRS TO REMAIN

THE CHATEAU

(E) STONE WALL TO REMAIN

SAW CUT AND REMOVE ASPHALT

(E) TREE TO REMAIN,

PROTECT IN PLACE, TYP

TITLE OF SHEET

SUB SHEET NO.

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

L n d s c a p e

D e m o l i t i o n

P l a n d

S e p t e m b e r

T

O C

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

SITE DEMOLITION PLAN

L1.01

DEMOLITION NOTES

1. REFER TO SPECIFICATIONS FOR SITE PREPARATION AND

EXISTING TREE PROTECTION REQUIREMENTS.

2. PROTECT ALL EXISTING ITEMS TO REMAIN INCLUDING BUILDINGS,

UTILIES, PAVING, PLANTING, IRRIGATION, FURNISHINGS,

LIGHTING, SIGNAGE, AND ALL ITEMS, UNLESS OTHERWISE NOTED.

3. PRIOR TO MOBILIZATION, CONTRACTOR TO MEET WITH THE

CONTRACTING OFFICER TO REVIEW CONSTRUCTION LIMIT OF

WORK AND DETERMINE CONSTRUCTION ACCESS AND STAGING

AREAS.

4. PROTECT ALL TREES FROM CONSTRUCTION IMPACTS AS

SPECIFIED AND SUBJECT TO REVIEW AND APPROVAL OF THE

CONTRACTING OFFICER .

5. ALL TREES TO BE REMOVED SHALL BE SALVAGED FOR

RECLAIMED TIMBER OR CHIPPED FOR USE AS MULCH. ALL

STUMPS TO BE GROUND AND FULLY REMOVED.

B

L

D

G

T R

U E

N O

R T

H

(E) CONCRETE PAVING/STAIRS

TO BE REMOVED

(E) ASPHALT TO BE REMOVED

(E) ASPHALT STRIPING TO BE REMOVED

(E) BALCONY FOOTING TO BE REMOVED

(E) WALL TO BE REMOVED

DEMOLITION LEGEND

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text N

L8.01

L8.01

L8.01

L8.04

L8.02

L8.04

L8.03

L8.01

L8.01

L8.01

L8.01

L8.01

L8.02

L8.03

L8.03

L8.03

CONCRETE ENTRY STAIR

WITH HANDRAIL, TYPE A

GUARDRAIL

ACCESSIBLE PARKING

STRIPING AND SIGNS

TRUNCATED DOME

PAVERS

PEDESTRIAN CONCRETE

LOG BARRIER AND

STEEL CRADLE

TRUNCATED DOME

PAVERS

PA

PA

ENLARGEMENT PLAN

MECHANICAL ROOM DOORS

THIRD BASEMENT LEVEL

(E) STONE CURB

TO REMAIN

MORTARED STONE

RETAINING WALL, TYP

CONCRETE ENTRY STAIR

WITH HANDRAIL, TYPE B

ACCESSIBLE

ROUTE SIGN

ENLARGEMENT PLAN

MECHANICAL ROOM DOOR

THIRD BASEMENT LEVEL

PATCH EXISTING

ASPHALT AS NEEDED

PA

PA

PEDESTRIAN

CONCRETE

TRUNCATED DOME

PAVERS

IRRIGATION

SLEEVES, TYP

(FOR FUTURE)

DOOR OPERATOR ON

BOLLARD, SAD

(E) HOSE BIB

TO REMAIN

WALKWAY WITH

GUARDRAIL

MORTARED STONE

RETAINING WALL

PLANTING AREA WITH

LOG BARRIERS

EXISTING GENERATOR TO

BE RELOCATED, SAD

BALCONIES HIDDEN TO

SHOW THIRD BASEMENT

LEVEL LANDINGS, SAD

E J

E J

E J

E

J

E

J

E

J

E

J

E

J

E

J

E

J

E

J

6-IN CONC BAND AROUND

PERIMETER OF TRUNCATED

DOME PAVER WHEN

ADJACENT TO ASPHALT

(E) LOG BARRIER

TO REMAIN

(E) STAIRS TO REMAIN

E

J

(E) TREE TO REMAIN AND BE

PROTECTED IN PLACE

FIRE ESCAPE, SAD

(E) ASPHALT PATH TO REMAIN

L8.03

WALKWAY WITH

GUARDRAIL

SEE ARCHITECTURAL

DRAWINGS FOR

CONCRETE LANDING

AT FIRE ESCAPE 1

TITLE OF SHEET

SUB SHEET NO.

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

L a n d s c a p e

P l a n d p t e m b e r

T

O C

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

SITE CONSTRUCTION

PLAN

L2.01

CENTER LINE

ALIGN

SCORE JOINT, SEE SPECIFICATIONS

EJ EXPANSION JOINT, SEE SPECIFICATIONS

DETAIL NUMBER

SHEET NUMBER

EQ EQUAL

(E) EXISTING

(N) NEW

MAX MAXIMUM

MIN MINIMUM

OC ON CENTER

SP SURVEY POINT

TYP TYPICAL

SCD SEE CIVIL DRAWINGS

SAD SEE ARCHITECTURAL DRAWINGS

3" IRRIGATION SLEEVE

SCHEDULE 40 PVC WITH CAPPED END

NOTE: PROVIDE VERTICAL SWEEP FOR ALL

ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE

AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12"

FROM HARDSCAPE SURFACE.

IRRIGATION SLEEVE

(N) CONCRETE PAVING

LOG BARRIER AND CRADLE

(N) MORTARED STONE RETAINING WALL

(E) STONE RETAINING WALL TO REMAIN

PA PLANTING AREA, PLANTING PLAN TO BE PREPARED BY NPS

PLANTING NOT IN CONTRACT, BY OTHERS

C

L

LAYOUT LEGEND

L#.##

NOTES:

1. EGRESS LIGHTING NOT INCLUDED, BY OTHERS

B

L

D

G

T R

U E

N O

R T

H

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text N

P

U

P

U

P

U

P

U

P

U

P

D N

N

E

171041.67

4132719.76

N

E

171040.33

4132729.67

N

E

171028.62

4132748.43

N

E

171027.60

4132622.41

N

E

171034.47

4132684.27

N

E

171038.13

4132719.28

N

E

171031.34

4132728.45

N

E

171032.69

4132718.54

N

E

171036.19

4132692.77

N

E

171022.20

4132623.49

SP 104

SP 103

SP 110

SP 102

SP 108

SP 107

SP 105

SP 106

N

E

171036.79

4132729.19

C

L

N

E

171043.97

4132683.74

TS 3992.42

BS 3991.93

TW 3994.22

TP/BW 3993.72

TS 3993.83

BS 3993.41

TS 3993.40

BS 3992.98

G

B

BS 3992.50

(3991.30)

TW 3992.42

BW (3991.92)

9'-0

V A

N

AC

C

ESSIB

LE

8'-0

FFE 3993.90

G

B

FFE 3958.41

FFE 3958.41

BALCONIES HIDDEN TO

SHOW THIRD BASEMENT

LEVEL LANDINGS, SAD

WALKWAY TO BE PARALLEL

WITH EXISTING STONE WALL

TW 3992.91

TP/BW 3992.41

TW 3993.05

BW 3992.55

M

I N

G

B

ALIGN WITH EXISTING

PARKING SPACES

TW 3994.33

BW 3993.83

TW 3994.31

BW 3993.81

TW 3994.31

TP/BW 3992.47

TW 3990.05

TP/BW (3989.55)

CONFORM TO

EXISTING GRADE

TW 3994.33

TP/BW 3993.83

TW 3994.33

TP/BW (3992.64)

ENLARGEMENT PLAN

MECHANICAL ROOM DOORS

THIRD BASEMENT LEVEL

ENLARGEMENT PLAN

MECHANICAL ROOM DOOR

THIRD BASEMENT LEVEL

L8.04

L8.04

TW 3994.18

TS/BW 3993.68

TS 3992.42

BS (3992.00)

TS 3992.42

BS (3992.05)

N

E

171039.83

4132683.19

8'-0

9'-0

V A

N

AC

C

ESSIB

LE

G

B

.5

N

E

171043.48

4132687.34

BW (3991.67)

BW (3991.00)

BW (3992.00)

BW (3992.40)

.8

TP (3992.64)

N

E

171034.07

4132749.17

N

E

171036.55

4132730.92

TITLE OF SHEET

SUB SHEET NO.

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

L a y o u t a n d

G r a d i n g

P l a n d r c h

T

O C

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

GRADING NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL

IMPROVEMENTS TO THE ADJACENT EXISTING CONDITIONS WITH SMOOTH

TRANSITIONS TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES,

CROSS SLOPE, HAZARDOUS CONDITIONS, ETC.

2. CONTRACTOR TO CONFIRM EXISTING FFE. CONTRACTOR TO NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES BETWEEN THE DESIGN

INTENT AND EXISTING CONDITIONS AND ANY CONFLICTING INFORMATION

REGARDING FINISH GRADES AND ELEVATIONS.

3. ALL EXISTING UTILITY STRUCTURES (SHOWN OR NOT SHOWN ON THE

DRAWINGS) WITHIN THE AREA OF WORK SHALL BE ADJUSTED OR

RECONSTRUCTED TO THE FINISH GRADES SHOWN AND SPECIFIED.

4. ALL FINISH GRADES AND CONTOURS IN PLANTING AREAS REFER TO

FINISH GRADE OF THE MULCHED LANDSCAPE.

5. CROSS SLOPES AS SHOWN OR NOT TO EXCEED 1.5%

LAYOUT AND GRADING

PLAN

L3.01

LAYOUT NOTES

1. THE CONTRACTOR IS RESPONSIBLE TO LAYOUT ALL IMPROVEMENTS AS

SHOWN AND SPECIFIED.

2. THE CONTRACTOR SHALL FIELD VERIFY THAT ALL STAKING SET FOR

IMPROVEMENTS ARE CONSISTENT WITH THE DESIGN INTENT OF THESE

PLANS AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCY.

3. ALL CURVES TO BE CONTINUOUS WITH SMOOTH TRANSITIONS AS SHOWN

IN THE DRAWINGS, UNLESS OTHERWISE NOTED.

4. HORIZONTAL COORDINATES AND DIMENSIONS ARE SHOWN AT THE

PRIMARY GEOMETRIC CONTROL POINTS FOR THE IMPROVEMENTS TO AID

THE CONTRACTOR WITH THE ESTABLISHMENT OF THE HORIZONTAL

LOCATION OF THE IMPROVEMENTS AND ARE BASED ON THE SURVEY AND

COORDINATES PROVIDED BY THE CIVIL ENGINEER.

5. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND

ENGINEERING PLANS FOR THE LAYOUT, DIMENSIONS, ANGLES AND

ELEVATIONS OF ALL BUILDINGS, STRUCTURES, UTILITIES, CURBS AND

GUTTERS.

B

L

D

G

T R

U E

N O

R T

H

BS BOTTOM OF STAIR

BW BOTTOM OF WALL

TP TOP OF PAVEMENT

TS TOP OF STAIR

FFE FINISH FLOOR ELEVATION

GB GRADE BREAK

(345.67) EXISTING ELEVATION

PROPOSED SPOT ELEVATION

NORTHING

EASTING

SURVEY POINT

EXISTING CONTOURS

355.12

GRADING LEGEND

N

E

-4.34

0.27

SP 104

AutoCAD SHX Text 25151

AutoCAD SHX Text

C-ROCK

AutoCAD SHX Text 3992.84

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text N

TITLE OF SHEET

SUB SHEET NO.

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

L

L a n d s c a p e

D e t a i l s d p t e m b e r

T

O C

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

NOTES:

1. SEE PLANS ON SHEET L2.01 & L3.01 FOR LOCATION.

2. EACH ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY

ADJACENT TO AND VISIBLE FROM EACH STALL PER ORS 455.233. SIGN TO INCLUDE THE INTERNATIONAL SYMBOL OF

ACCESSIBILITY DESIGNED TO MEET ODOT STANDARDS FOR ACCEPTABLE PARKING SIGNAGE (SEE DETAIL A).

3. EACH VAN ACCESSIBLE STALL SHALL BE IDENTIFIED WITH A SIGN CONTAINING ADDITIONAL LANGUAGE STATING "VAN

ACCESSIBLE" (SIGN R7-8P) AND "WHEELCHAIR USER ONLY" (OR7-8C) (SEE DETAIL A).

4. SURFACE SLOPES OF ACCESSIBLE OFF-STREET PARKING STALLS AND ACCESS AISLES SHALL BE THE LESS THAN 2% SLOPE.

DESIGN GRADE IS 1.5% IN ANY DIRECTION.

5. WHERE A SINGLE (NON-VAN) ACCESSIBLE PARKING SPACE IS PROVIDED, THE LOADING AND UNLOADING ACCESS AISLE

SHALL BE ON THE PASSENGER SIDE OF THE VEHICLE AS THE VEHICLE IS GOING FORWARD INTO THE PARKING SPACE.

6. WHERE A VAN ACCESSIBLE PARKING SPACE IS PROVIDED, THE LOADING AND UNLOADING ACCESS AISLE SHALL BE 8'-0" WIDE

MINIMUM, AND SHALL ONLY BE ON THE PASSENGER SIDE OF THE VEHICLE AS THE VEHICLE IS GOING FORWARD INTO THE

PARKING SPACE.

7. POST-MOUNTED SIGNS SHALL BE INSTALLED WITH A VERTICAL CLEARANCE OF 7’ (+3”) BETWEEN THE BOTTOM OF THE SIGN

TO THE GROUND LINE PER ODOT.

9'-0" MIN.

VAN ACCESSIBLE

SPACE 9'-0" MIN.

6'-0" MIN. LOADING ZONE.

8'-0" MIN. FOR VAN ACCESSIBLE PARKING STALL.

M

I N

1'-0"

36"

P E

R

O

D O

T

DETAIL A

(NTS)

SIGN R7-8 AT ALL

ACCESSIBLE STALLS

SIGNS R7-8, R7-8P, AND

OR7-8C AT ALL VAN

ACCESSIBLE STALLS

10" Ø CONC.

FOOTING

1.5" Ø CONC.

GALV PIPE

48" CONCRETE WHEEL STOP, TYP.

4" STRIPES BETWEEN STALLS, PAINTED

WHITE, TYP.

LOADING AND UNLOADING ACCESS AISLE.

4" BORDER STRIPE PANTED BLUE

4" STRIPES AT 24" ON CENTER

PAINTED WHITE

ACCESSIBILITY SYMBOL PER OREGON

TRANSPORTATION COMMISSION,

"STANDARDS FOR ACCESSIBLE PARKING

PLACES."

ACCESSIBLE PARKING STRIPING AND SIGNS

4'

3'

ANGLE ORIENTATION

FOR FIELD LAYOUT

RESERVED

PARKING

VAN

ACCESSIBLE

1'-0"

1'-6"

SIGNAGE SIZE AND

COLOR PER ODOT

RESERVED

PARKING

R7-8

R7-8P

USER ONLY 9

1'-6"

OR7-8C

WHEELCHAIR

USER ONLY

WHEELCHAIR

VAN

ACCESSIBLE

RESERVED

PARKING

FINISH GRADE

EQ

EQ

SIGNS R7-8, R7-8P, AND OR7-8C

AT ALL VAN ACCESSIBLE STALLS

PER ODOT & DETAIL A.

SIGN R7-8 AT ALL ACCESSIBLE

STALLS PER ODOT & DETAIL A.

TRUNCATED DOME PAVERS

TRUNCATED DOME

PAVER

SECTION

NOTE:

1. 36" x 24" TRUNCATED DOME

CONCRETE PAVERS, MASCO

CAST IN TACT PANEL, COLOR:

BLACK, (580)-878-2440

6-IN FLUSH CONCRETE BAND

WHERE ADJACENT TO ASPHALT

CONCRETE SLAB W/ #4 REBAR,

12" O.C. BOTH WAYS

CLASS 2 AGGREGATE BASE,

SEE SPECS.

COMPACTED SUBGRADE,

SEE SPECS.

EXISTING ASPHALT

3'-0"

TRUNCATED DOME

CONCRETE PAVERS

6"

FLUSH

LOG BARRIER AND STEEL CRADLE

8'-0" LOG, 1'-0" DIA

3" LAG BOLT

1'-0"

1'-0"+/-

CONCRETE

FOOTING

8'-0" LOG, 1'-0" DIA

1/4" X 6" HD GALV STEEL

CRADLE WITH 3" LAG

BOLTS, 2 PER LOG

9"

CONCRETE

FOOTING

1'-0"

R

FINISH GRADE

1 2

NOTES:

1. LOGS TO BE AS DOUGLAS FIR - FINISH WITH A

DRAW KNIFE FOR RUSTIC EFFECT.

2. STAIN USING SHERWIN WILLIAMS EXTERIOR

WOODSCAPES STAIN GP2507 - PARK SERVICE

BROWN, FLAT

3. CRADLE TO BE PAINTED BROWN, SHERWIN

WILLIAMS, EXTERIOR DURATION SATIN, GP-2368

PARK SERVICE BROWN

" X 3" HD GALV

STEEL SUPPORT,

WELD TO CRADLE

STAIN, SEE NOTES

HISTORIC IMAGE FOR REFERENCE

SITE DETAILS

L8.01

NOTES:

1. MEDIUM BROOM FINISH

2. PROVIDE SCORE JOINTS (SJ) AND EXPANSION JOINTS (EJ) AS

SHOWN ON PLAN.

3. PROVIDE (EJ) MAX. 18' O.C. BOTH DIRECTIONS, ADJACENT TO

BUILDINGS, WALLS, AND OTHER VERTICAL ELEMENTS, UNLESS

OTHERWISE NOTED ON PLANS.

4. COLOR: DAVIS COLOR - SILVERSMOKE 8084, OR APPROVED EQUAL

COMPACTED SUBGRADE

CLASS 2 AGGREGATE BASE, 95%

COMPACTED, MIN.

P.I.P. CONCRETE PAVING,

SEE SPECS.

CONCRETE SLAB WITH #4

REBAR 12" O.C. BOTH WAYS

HOLD FINISH GRADE 1/2"

BELOW PAVING

EASE EXPOSED EDGES

SCORE JOINT (SJ)

EXPANSION JOINT (EJ)

PEDESTRIAN CONCRETE

SECTION

3" CLR

C

L R

9"

R 3

NOTES:

1. ALUMINUM SIGN PANEL WITH NON GLARE PAINT FINISH

ON ALL SIDES. COLOR TO MATCH FS 15090 IN FEDERAL

STANDARD 595B.

2. TEXT SHALL BE WHITE, REFLECTIVE VINYL APPLIED

GRAPHICS.

5. SIGN TO HAVE 1/2" CLEAR MARGINS & CORNERS WITH 1"

RADII.

6. SIGN TO BE SECURED TO POST ADJACENT TO WALKWAY

AND CENTERED ON POST FOR PEDESTRIAN VISIBILITY.

5. RECOMMENDED HEIGHT AND REQUIRED HEIGHT LIMITS

SHOWN. FINAL HEIGHT TO BE APPROVED BY OWNER.

6. INTERNATIONAL ACCESSIBILITY SYMBOL TO BE

GREATER THAN OR EQUAL TO 6" SQUARE IN SIZE.

PAINTED

METAL SIGN

1.5Ø GALV. POST

FINISH GRADE

ACCESSIBLE ROUTE SIGN

10" Ø CONCRETE

FOOTING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text J

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text J

AutoCAD SHX Text

SCALE

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE

F

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

L

L a n d s c a p e

D e t a i l s d p t e m b e r

T

O C

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

CONCRETE ENTRY STAIR WITH HANDRAIL, TYPE A

C

L

C

L

L8.02

L8.01

12"

LEVEL

T

Y P

POSTS, EQ SPACING

6' MAX

1.5" INSIDE Ø HANDRAIL AND POSTS,

SCHEDULE 40 STEEL PIPE, GALVANIZED. EASE

ALL EXPOSED EDGES, 1/8" RADIUS, TYP

NOTES:

1. DESIGN INTENT SHOWN ONLY. SUBMIT SHOP

DRAWINGS FOR APPROVAL BY LANDSCAPE

ARCHITECT.

2. INSTALL HANDRAIL PLUMB AND LEVEL W/

EXTENSIONS IN DIRECTION OF TRAVEL. SEE

PLANS FOR LOCATION OF HANDRAILS.

3. EMBED POSTS W/ QUICK SETTING NON-SHRINK

GROUT. GROUT POCKET 1" LARGER THAN

POSTS. KEEP GROUT POCKET 2" CLEAR MIN OF

EDGE OF CONCRETE AND 3" CLEAR MIN OF ALL

EXPANSION JOINTS.

4. TREADS TO BE SLIP RESISTANT AND BUILT SO

THAT WATER WILL NOT ACCUMULATE ON THEM

(1.5% MAX SLOPE)

5. DOWEL TOP AND BOTTOM OF STAIRS TO

ADJACENT PAVING AND WALLS, SEE SPECS.

6. HANDRAILS TO BE PAINTED BROWN, SHERWIN

WILLIAMS, EXTERIOR DURATION SATIN, GP-2368

PARK SERVICE BROWN

3. SEE SPEC SECTION 03 32 00 - PEDESTRIAN

CONCRETE

STAIR NOSING

6" 6"

3" CLR

1'-3"

TREAD

EXPANSION JOINT AND DOWEL, TYP

AT TOP AND BOTTOM OF STAIRS

ADJACENT

PAVING, TYP

PIP CONCRETE STEPS WITH # 4 REBAR,

10" OC BOTH WAYS, 3" CLR, TYP

GROUT POCKET,

SEE NOTES.

COMPACTED SUBGRADE,

SEE SPECS.

1'-3"

TREAD

WIDTH

FRONT ELEVATION

2'-3

1'-0"

SECTION

1'-0"

TRUNCATED

DOME PAVERS

ADJACENT

ASPHALT

PAVING

R3"

R1

10'-0"

3" CLR

EXPANSION JOINT

EXPANSION JOINT

1.5" INSIDE Ø HANDRAIL AND POSTS,

SCHEDULE 40 STEEL TUBE, GALVANIZED.

EASE ALL EXPOSED EDGES, 1/8" RADIUS, TYP

MORTARED STONE

RETAINING WALL

MORTARED STONE RETAINING

WALL, BEHIND

L8.03

L8.03

1"

R 1/4"

#4 REBAR, 2" MIN CLR

OF WARNING STRIP

2" WIDE ANTI-SLIP STRIP, EXTRUDED

ALUMINUM FRAME, STYLE T-24, COLOR

DARK GRAY, BY AMERICAN SAFETY TREAD

CO. (OR EQUAL). INSTALL PER

MANUFACTURER'S RECOMMENDATIONS.

NOTES:

1. TREADS TO BE SLIP RESISTANT AND BUILT

SO THAT WATER WILL NOT ACCUMULATE

ON THEM (1.5% MAX SLOPE).

2. INSTALL 2" WIDE ANTI SLIP-STRIP OF

CONTRASTING COLOR PARALLEL TO AND

NOT MORE THAN 1 INCH FROM THE FRONT

NOSE OF EACH STEP

3. SEE SPEC SECTION 03 32 00 - PEDESTRIAN

CONCRETE

1"

1'-3"

STAIR AND NOSING DETAIL

1%

SLOPE TO DRAIN

SITE DETAILS

L8.02

NOTES:

1. DESIGN INTENT SHOWN ONLY. SUBMIT SHOP DRAWINGS FOR

APPROVAL BY CONTRACTING OFFICER.

2. INSTALL HANDRAIL PLUMB AND LEVEL W/ EXTENSIONS IN

DIRECTION OF TRAVEL. SEE PLANS FOR LOCATION OF

HANDRAILS.

3. EMBED POSTS W/ QUICK SETTING NON-SHRINK GROUT. GROUT

POCKET 1" LARGER THAN POSTS. KEEP GROUT POCKET 2"

CLEAR MIN OF EDGE OF CONCRETE AND 3" CLEAR MIN OF ALL

EXPANSION JOINTS.

4. TREADS TO BE SLIP RESISTANT AND BUILT SO THAT WATER WILL

NOT ACCUMULATE ON THEM (1.5% MAX SLOPE)

5. DOWEL TOP AND BOTTOM OF STAIRS TO ADJACENT PAVING AND

WALLS, SEE SPECS.

6. HANDRAILS TO BE PAINTED BROWN, SHERWIN WILLIAMS,

EXTERIOR DURATION SATIN, GP-2368 PARK SERVICE BROWN

7. SEE SPEC SECTION 03 32 00 - PEDESTRIAN CONCRETE

CONCRETE ENTRY STAIR WITH HANDRAIL, TYPE B

L8.02

TREAD

WIDTH

5"

12"

LEVEL

T

Y P

1.5" INSIDE Ø HANDRAIL AND POSTS,

SCHEDULE 40 STEEL TUBE,

GALVANIZED.

STAIR NOSING

6" 6"

1'-3"

TREAD

EXPANSION JOINT AND DOWEL, TYP

AT TOP AND BOTTOM OF STAIR

ADJACENT

PAVING, TYP

#4 REBAR, 2" MIN CLR

PIP CONCRETE

STEPS WITH # 4

REBAR, 10" OC BOTH

WAYS, 3" CLR, TYP

GROUT POCKET, SEE NOTES.

COMPACTED SUBGRADE,

SEE SPECS.

3" CLR

MIN

R

R

MORTARED STONE RETAINING WALL, BEHIND2

L8.03

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text C

AutoCAD SHX Text

SCALE

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE

F

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

L

L a n d s c a p e

D e t a i l s d p t e m b e r

T

O C

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

GUARDRAIL

NOTES:

1. DESIGN INTENT ONLY. SUBMIT AND SECURE APPROVAL OF

SHOP DRAWINGS PRIOR TO FABRICATION, INCLUDING ALL

GUARDRAIL PARTS AND CONNECTIONS.

2. WWM: 3.775" X 3.775" OPENING (SQUARE), 0.225" (4 GAUGE),

WITH U-EDGING, 14 GAUGE (.0747"), 1/2" OPENING x 1"

WIDTH. HD GALV, POWDER COAT, COLOR RAL 9011

(GRAPHITE BLACK 9011)

5. WOOD TO BE ALASKAN YELLOW CEDAR PER SPEC

06 20 13 - EXTERIOR FINISH CARPENTRY

EXISTING STONE

RETAINING WALL

POST

SECTION

4" DIA WOOD TOP RAIL

CUSTOM WELDED

BRACKET

WELDED U-EDGING FRAME

WELDED WIRE MESH

(2) SCREWS

WWM PANEL ATTACHMENT

ENLARGEMENT - NOT TO SCALE

WELDED WIRE MESH

PANEL ATTACHMENT,

SEE ENLARGEMENT

4" DIA WOOD POST

ELEVATION

1'-0"

TENON END, TYP

M

I N

8"

CHAMFERED EDGE

M A

X

4" DIA WOOD BOTTOM RAIL

6" DIA WOOD INTERMEDIATE POST

WELDED WIRE MESH WITH FRAME

4" DIA WOOD TOP RAIL,

SLOPE WITH PAVING

2" x 1/4" x 24" GALV STEEL POST

ANCHOR, SECURE POST WITH (2)

CARRIAGE BOLTS

MORTARED STONE RETAINING WALL

SECTION

V A

R I E

M

I N

M

A X

1'-0"

M

I N

NOTES:

1. SEE LANDSCAPE PLANS FOR ADJACENT MATERIALS.

2. HAND WORKED STONE TOLERANCES FOR FLATNESS:

VERTICAL PLANE: +/- 0.75” FROM NOMINAL FACE TYP.

HORIZONTAL PLAN: +/- 0.5” FROM NOMINAL FACE TYP.

CONCRETE FOOTING W/ #4 AT

12" O.C. BOTH WAYS

COMPACTED SUBGRADE,

SEE SPECS.

RAKED

MORTAR JOINT

ADJACENT PAVING

GRAY MARBLE STONE

TO MATCH EXISTING

STONEWORK AT SITE.

STONE DIMENSIONS

RANGE BETWEEN 9"

AND 18". SEE SPECS.

SITE DETAILS

L8.03

WALKWAY WITH GUARDRAIL

A

L8.03

4.5%

NOTES:

1. DESIGN INTENT SHOWN ONLY. SUBMIT

SHOP DRAWINGS FOR APPROVAL BY

LANDSCAPE ARCHITECT. INCLUDE ALL

GUARDRAIL PARTS AND CONNECTIONS.

2. DOWEL TOP AND BOTTOM OF

CONCRETE WALKWAY TO ADJACENT

PAVING AND WALLS

3. WWM: 3.775" X 3.775" OPENING

(SQUARE), 0.225" (4 GAUGE), WITH

U-EDGING, 14 GAUGE (.0747"), 1/2"

OPENING x 1" WIDTH. HD GALV, POWDER COAT, COLOR RAL 9011.

4. ADJUST PANEL D AS NEEDED TO ALLOW

ACCESS TO ELECTRIC METER AND

HOSE BIB.

5. WOOD TO BE ALASKAN YELLOW CEDAR

PER SPEC 06 20 13 - EXTERIOR FINISH

CARPENTRY

CONCRETE FOOTING

COMPACTED SUBGRADE,

SEE SPECS.

GUARDRAIL

EXISTING STONE

RETAINING WALL

NOTE: DO NOT DISTURB

EXISTING STONE WALL

WHEN EXCAVATING FOR

GUARDRAIL FOOTINGS

1'-0"

3"

CLR

TP 3992.31

TP (3989.55)

GUARDRAIL

POSTS, EQUAL SPACING (6' MAX)

WWM PANEL, FABRICATE

TO ENSURE EXACT FIT

BETWEEN POSTS

1'-0"

CONCRETE FOOTING

AT GROUT POCKET

COMPACTED SUBGRADE,

SEE SPECS.

2" x 1/4" x 24" GALV STEEL

POST ANCHOR, SECURE

POST WITH (2) CARRIAGE

BOLTS

6'-0" MAX

ELEVATION C

PLAN -

GUARDRAIL FROM FIRE

ESCAPE TO BUILDING EDGE

C

SECTION A

D

B

TOP OF WALK,

CONNECT TO ELEVATION D

A

SECTION

ELEVATION B

3'-8"

SHARED

POST, 6" DIA

1'-0" 1'-0"

MORTARED STONE

RETAINING WALL

GAP BETWEEN FIRE

ESCAPE AND

GUARDRAIL NOT TO

EXCEED 4".

L8.03

MORTARED STONE

RETAINING WALL

2'-4"

1'-0"

SECTION D

3'-6"

1'-2" 1'-6"

2" TYP

ADJUST WELDED WIRE MESH

FRAME PER FIELD CONDITIONS,

ENSURE GAP DOES NOT

EXCEED 4"

ADJUST POST

CONNECTION PER

FIELD CONDITIONS.

CORE DRILL AND

ATTACH TO EXISTING

ROCK WALL IF STABLE.

1'-0"

BUILDING EDGE

(E) METER

4" MAX

TENON END, TYP

POST, 6" DIA

POST, 6" DIA

2" x 4" HD GALV L-BRACKET, SECURED WITH WOOD SCREWS

ENLARGEMENT

NOT TO SCALE

TENON END, TYP

POST, 6" DIA, DRILLED

TO ACCEPT TENON

1" BEVEL

2" x 4" HD GALV

L-BRACKET, SECURED

WITH WOOD SCREWS

SEE ENLARGEMENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE

AutoCAD SHX Text G

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text G

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE

G

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

L

L a n d s c a p e

D e t a i l s d p t e m b e r

T

O C

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

ENLARGEMENT PLAN - MECHANICAL ROOM DOORS - THIRD BASEMENT LEVEL

C

L

L8.01

10'-0"

PEDESTRIAN

CONCRETE

EXISTING GENERATOR TO BE

RELOCATED, SAD

NOTES:

1. ALL LANDINGS TO BE FLUSH WITH

EXISTING SURFACES, ADJACENT GRADE

DIFFERENCE NOT TO EXCEED 1/4"

2. SLOPE SHALL BE LESS THAN 2% IN ANY

DIRECTION. DESIGN GRADE IS 1.5%.

S L O

T

O

D

R A

I N

LEVEL WITH

FFE

ENLARGEMENT PLAN - MECHANICAL ROOM DOOR - THIRD BASEMENT LEVEL

L8.01

PEDESTRIAN

CONCRETE

5'-0"

P

E R

A B

A A

S

18" CLR MIN

PER ABAAS 404

S L O

T

O

D

R A

I N

NOTES:

1. ALL LANDINGS TO BE FLUSH WITH EXISTING SURFACES,

ADJACENT GRADE DIFFERENCE NOT TO EXCEED 1/4"

2. SLOPE SHALL BE LESS THAN 2% IN ANY DIRECTION.

DESIGN GRADE IS 1.5%.

LEVEL WITH

FFE

SITE DETAILS

L8.04

NOTES:

1. PROVIDE EJ'S AT ALL WALLS,

COLUMNS AND SIMILAR

VERTICAL STRUCTURES.

2. EXPANSION JOINTS AS SHOWN

ON PLAN.

3. DOWEL IS TYPICAL AT ALL EJ'S

EXCEPT AGAINST CURBS,

WALLS, COLUMNS OR SIMILAR

VERTICAL STRUCTURES,

UNLESS OTHERWISE NOTED ON

THE DRAWING.

SAW-CUT SCORE / CONTROL JOINT

EXPANSION JOINT (CAULKED)

DOWEL AT EXPANSION JOINT

1/4 OF SLAB DEPTH

12" EXPANSION SLEEVE, WAXED TO PREVENT

BONDING AND #4 SMOOTH DOWEL, 18" LONG,

EPOXY COATED, AT 12" O.C.

1/8"

PRE-MOLDED EXPANSION JOINT - CUT BACK AS

REQUIRED AFTER POUR

P.I.P. CONCRETE

SAW CUT CONTROL JOINT,

TYP.

PRE-MOLDED EXPANSION JOINT - CUT BACK AS

REQUIRED AFTER POUR

P.I.P. CONCRETE

BACKING ROD

CAULKING

3/8"

TOOLED EDGE 1/8" R MAX, TYP.

3/8"

EXPANSION AND CONTROL JOINTS

BUILDING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text H

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text H

AutoCAD SHX Text

SCALE

AutoCAD SHX Text H

AutoCAD SHX Text

SCALE

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text C

DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

L

L

L a n d s c a p e

D e t a i l s d p t e m b e r

T

O C

DN/JI

CA

DN

9/13/2019

CONSTRUCTION DRAWINGS

SITE DETAILS

L8.05

SCALE: NTS

SITE PERSPECTIVES