L8.03 Landscape Details - A1_0002.pdf

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 w g

D e c e m b e r

A

U T

O C

D

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)

3. WOOD TO BE NO. 1 ALASKAN YELLOW CEDAR PER SPEC 06

20 13 - EXTERIOR FINISH CARPENTRY

4. WHERE TOP RAIL IS CONTINUOUS, USE KERF PLATE, TYPE A.

WHERE TOP RAIL ENDS AT POST, USE TYPE B.

EXISTING STONE

RETAINING WALL

POST

SECTION

4" DIA WOOD TOP RAIL

CUSTOM WELDED

BRACKET

WELDED U-EDGING FRAME

WELDED WIRE MESH

(2) SCREWS MIN.

#8 X 1-1/2 SST

WWM PANEL ATTACHMENT

ENLARGEMENT - NOT TO SCALE

WELDED WIRE MESH

PANEL ATTACHMENT,

SEE ENLARGEMENT

4" DIA WOOD POST

ELEVATION

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

HSS8.625X0.188XMIN. 14" LONG POST SLEEVE W/

1/8"X8.625" DIA PLATE AT BOTTOM. INSTALL PER 1/S3.12 W/

ADD'L SIDE WELDED STUDS 2" FROM SLEEVE BOTTOM.

PROVIDE

" DRAIN HOLE THROUGH CONCRETE.

4" X

" KERF PLATE, EXTEND 4" MIN. INTO TOP RAIL,

SECURE WITH (2)

" BOLTS AT TOP OF POST AND (1)

POST AT EACH TOP RAIL. ALIGN WITH TOP OF RAIL,

INFILL GAP WITH WOOD SHIM OF LIKE MATERIAL.

KERF PLATE A

NOT TO SCALE

1'-2"

1-1/2"

2"

9-1/2"

1-1/2"2"

1-1/2"

KERF PLATE B

NOT TO SCALE

5/8" DIA

1-1/2"

5/8" DIA

THICKENED CONCRETE

SLAB EDGE

MORTARED STONE RETAINING WALL

SECTION

V A

R I E

S

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

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 NO. 1 ALASKAN YELLOW

CEDAR PER SPEC 06 20 13 - EXTERIOR

FINISH CARPENTRY

6. SEE 1/S3.12 FOR INFO NOT SHOWN OR

NOTED

COMPACTED SUBGRADE,

SEE SPECS.

GUARDRAIL

EXISTING STONE RETAINING WALL

NOTE: DO NOT DISTURB EXISTING

STONE WALL WHEN EXCAVATING

FOR GUARDRAIL FOOTINGS

1'-4"

5"

CLR

MIN

TP 3992.31

TP (3989.55)

GUARDRAIL

POSTS, EQUAL SPACING (6' MAX)

WWM PANEL, FABRICATE

TO ENSURE EXACT FIT

BETWEEN POSTS

COMPACTED SUBGRADE,

SEE SPECS.

HSS8.625X0.188XMIN. 14" LONG POST SLEEVE

W/ 1/8"X8.625" DIA PLATE AT BOTTOM. INSTALL

PER 1/S3.12 W/ ADD'L SIDE WELDED STUDS 2"

FROM SLEEVE BOTTOM. PROVIDE

" DRAIN

HOLE THROUGH CONCRETE.

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"

MORTARED STONE

RETAINING WALL

GAP BETWEEN FIRE

ESCAPE AND

GUARDRAIL NOT TO

EXCEED 4".

L8.03

MORTARED STONE

RETAINING WALL

2'-4"

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'-4"

BUILDING EDGE

(E) METER

4" MAX

POST, 6" DIA

POST, 6" DIA

ENLARGEMENT

NOT TO SCALE

3-1/2" X 3/8"

GALVANIZED STEEL

KERF PLATE. ALIGN

WITH TOP OF RAIL

1" BEVEL

SEE ENLARGEMENT

8"

3"

CLASS "B" LAP.

SSD

HSS8.625X0.188XMIN. 14" LONG POST SLEEVE

W/ 1/8"X8.625" DIA PLATE AT BOTTOM. INSTALL

PER 1/S3.12 W/ ADD'L SIDE WELDED STUDS 2"

FROM SLEEVE BOTTOM. FILL WITH GROUT

AND SLOPE TOP TO DRAIN.

ADD'L 2-#4 CONTINUOUS AT TOP

AND BOTTOM OF POST, BOTTOM

OF THICKENED SLAB EDGE.

#3 HAIRPIN AT EACH POST,

EXTEND 24" BEYOND POST SLEEVE

THICKENED CONCRETE SLAB EDGE

PROVIDE

" DRAIN HOLE

THROUGH CONCRETE.

6" THICK SLAB ON GRADE W/

#4 AT 12" O.C. EACH WAY

L8.03

4"

1-1/2"

2"

(2) 5/8" DIA BOLTS

1-1/2"

4" X

" KERF PLATE, EXTEND 4" MIN. INTO TOP RAIL,

SECURE WITH (2)

" BOLTS AT TOP OF POST AND (1)

POST AT EACH TOP RAIL. ALIGN WITH TOP OF RAIL,

INFILL GAP WITH WOOD SHIM OF LIKE MATERIAL.

4" X

" KERF PLATE, EXTEND 4" MIN. INTO TOP RAIL,

SECURE WITH (2)

" BOLTS AT BOTTOM OF POST AND (1)

" POST AT EACH BOTTOM RAIL. ALIGN WITH TOP OF

RAIL, INFILL GAP WITH WOOD SHIM OF LIKE MATERIAL.

POST, 6" DIA

POST, 6" DIA

M

X

M

X

THICKENED CONCRETE SLAB EDGE

THICKENED CONCRETE

SLAB EDGE

THICKENED CONCRETE

SLAB EDGE

ADDENDUM 1 - 12/4/2019

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

AutoCAD SHX Text G