2 1 8-27-22 kjc
picket spacing
6 3/4" o.c. from
CL
start spacing typ
5 7/8"
1'-10 3/4"
4'-4 5/16"
7'-3 11/16"
3'-11"
1'-11"
23 1/2
11 13/16
12 11/16
5 15/16
12 9/16
2 8-29-22 kjc
2 2
2 2
2 2
2 2" SQ. PRESS ON CAPS
CITY OF SEDONAPUBLIC WORKS DEPARTMENT102 ROADRUNNER DRIVESEDONA, ARIZONA 86336928-204-7111Designed by:Drawn by:Checked by:Date:Scale:Project Code:
SymbolRevisionsDateAppr.
K:\PRS_Roadway\191502001-Uptown Sedona\Cadd\12-Sheets\Hardscape\191502001_HS.dwgSHEET IDSHEET NO.OF © 2019 KIMLEY-HORN AND ASSOCIATES, INC.201 NORTH MONTEZUMA SUITE 206 PRESCOTT ARIZONA, 86301PHONE: 928-458-7121WWW.KIMLEY-HORN.COMUPTOWN ROADWAYIMPROVEMENTSSIM-0179 5/17/20191915020011"=20'MMVHARDSCAPE DETAILSMMVRVF71HS07 4NTSGABION COLUMN DETAIL5NTSMETAL PANEL TO GABION FRAME PLAN 3NTS METAL PANEL DESIGN316" THICKNESS
6NTS METAL PANEL COLUMN
1NTSGABION FRAME ISOMETRIC2NTSMETAL PANEL TO COLUMN PLAN REBECA V.50732.CATENOCIFITREAANOZIRUA.S.FIELDdDateSigne................//Exp. Date//Registered Landscape Architect05171903312022 10/30/2019 2:58:33 PM
REVISION DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
DEVELOPMENTAL INDEX SHEET
4'-0"
SECTION A-A
(Hatched for Clarity)
Panel Type A
Panel Type B Panel Type B
A A
SECTION B-B
Panel Type B
¡ Mount to
7 Pcs. @ 1'-0" Sp. = 7'-0"
6 Pcs. @ 1'-0" Sp. = 6'-0"6" Stagger
(Typ.)
Varies @ 1'-0" Sp. = 6'-0" Max.
1'-0" Sp. = 5'-0" Max.6" Stagger
1'-0"
(Typ.)
1'-0"
4'-0"
Varies
3" Max.
1"
1"
1"
(Typ.)
(Typ.)
1"
4"
"2
11 (Centered)
Nut as Shown
Head Bolt with
" Ø Hex 2
1¡
"4
3 "8
1 "4
1 "2
1 "4
1 "4
1 "4
1 "2
1 "2
11 "2
1 4"
D
D
E
E
"2
1 1"
"2
1 3"
Coupler)
(Top
Coupler)
(Bottom
SECTION D-D SECTION E-E
"2
111"
"2
1 Steel Plate Coupler
" 4
1" x 2
14" x 2
"2
12 "2
1"2
1 "2
11 "2
1 "
2 1
1"
"2
12 Steel Coupler Plates (Typ.)
Pad (Typ.)
" Neoprene 8
1 2 Pcs. Total)
(1 Pc. Each Face,
Coupler
Steel Plate
" 4
1" x 2
14" x 2
2 Pcs. Total)
(1 Pc. Each Face,
Coupler
Steel Plate
" 4
14" x 1" x
4'-0"
5"±1"
4"Clear Space
(Typ.)
4"Clear Space
(Typ.)R
=
6" (Typ.)
6'-0"
Type B
6 FT Panel
Panel Type B
Custom Length
Clarity)
(Hatched for
Panel Type A
Panel Type B
¡ Mount to
" (Typ.)
41 D
=
2 "8
1 "2
1(Centered) (Typ.)
Ring to Panel
(Plum) (Typ.)
Round Bar
" Ø 2
1 " Ring 4
12 Bar (Typ.)
1" Ø Round
(Typ.)
" Ring 4
12 B
B
(Typ.)
Foundation
Concrete
3'-0"
NOTES:
(Typ.)
Bar to Bar
(Typ.)
Mid-Height
(Typ.)
Bar to Bar
(See Note 6)
1'-0" (Typ.)
")2
1(D = 3
" Post Cap4
3 TYPE B (With Base Mount)
CUSTOM LENGTH PANEL
TYPE A (Without Base Mount)
CUSTOM LENGTH PANEL
")2
1(D = 3
" Post Cap4
3 Steel Plate Coupler
" 4
14" x 1" x
Varies (Custom)
(5 Ft. Max., 3 Ft. Min.)
Ground Line
6"
(Typ.)
INSTALLED FENCE ELEVATION
3"
TYPE A (Without Base Mount)
STANDARD 6 FOOT PANEL
TYPE B (With Base Mount)
STANDARD 6 FOOT PANEL
DETAIL "A"
DETAIL "B"
DETAIL "D" DETAIL "E"
(Typ.)
(See Detail "D")
Top Couplers
(Typ.)
See Detail "C"
(Typ.)
(See Detail "E")
Bottom Couplers
(Typ.)
See Detail "B"
from Top)
(Inserted
3" NPS Pipe
(Embedded)
" NPS Pipe2
13 (See Note 4) (Typ.)
Schedule 40
" NPS Pipe2
13 Post Sleeve
3" NPS Pipe
Post Cap to
Pipe
3" NPS
Pipe
3" NPS
Foundation (Typ.)
& Concrete
� Post Sleeve
(Shown Front)
(Shown Back)
(Shown Front)
(Shown Back)
3" NPS Pipe
Post Cap to
Schedule 80 (Typ.)
3" NPS Pipe
" Neoprene Pad8
1 " Neoprene Pad8
1 "4
1 3"
"4
1 3"
"8
1 DETAIL "C"
Concrete
Crown
1" (Typ.)
(Typ.)
See Detail "A" (Typ.)
to Post Cap
Round Bar
to Post Cap
Round Bar
D = 1'-0"
"2
1 "2
1 3"
Washer (Typ.)
Bolt with Nut &
" Ø Hex Head 4
1 Washer (Typ.)
Bolt with Nut &
" Ø Hex Head 4
1 Washer (Typ.)
Bolt with Nut &
" Ø Hex Head 4
1 Washer (Typ.)
Bolt with Nut &
" Ø Hex Head 4
1 1"
4"
Alum. Sheet)
(Typ.) (Thru
Bolt with Nut
" Ø Hex Head 4
1 (Typ.)
Mount Bracket
Steel Plate
" 4
14" x 1" x
TYPE P1 - STEEL LOOP FENCE
C
C
(Retroreflective Sheet)
SECTION C-C
"8
11"
9"
(Typ.)
¡ Bolts
(Typ.)
Sheeting
reflective
Retro-
4" x 11"
" radius. 2
1 Round corners of sheeting and backing with a
in accordance with Specification 993-1 and matching the 4" x 11" dimension shown. travel lane. Use Type IV retroreflective sheeting adhered to 0.040" aluminum backing where the retroreflective surface is directly visible to oncoming traffic in adjacent
13. RETROREFLECTIVE SHEETING: Install sheeting at the start or end of the fence distorted threads and tack welds in accordance with the Specification 561.
Snug tighten nuts and distort bolt threads to prevent removal of nuts. Galvanize accordance with ASTM F436. Tack welds may be used in place of self-locking nuts. accordance with ASTM A563, bolts in accordance with ASTM A307, and washers in
12. NUTS, BOLTS, AND WASHERS: Use hot-dipped zinc-coated: self-locking nuts in with the first loop.
with the second loop. For Panels Type B, place rings in the pattern shown starting
11. RING PLACEMENT: For Panels Type A, place rings in the pattern shown starting vertical support for Panel Type A.
10. COUPLER MOUNT: Tighten couple mounts to deformation, providing sufficient operations are complete. For bolt hardware, see Note 12. accordance with Specification 561. Cold galvanize surfaces after respective welding and Plates the Federal Standard No. 595, Color 27038 (Semi-Gloss Black) in
9. GALVANIZING: Cold galvanize all Steel Bars, Rings, Pipes, Post Sleeves, Post Caps, that testing of the finished pads is not required.
8. NEOPRENE PADS: Use Neoprene Pads in accordance with Specification 932, except E70XX. Nondestructive testing of welds is not required.
Code (Steel) ANSI/AWS D1.1 (current edition). Use metal conforming to E60XX or
7. WELDING: Weld in accordance with the American Welding Society Structural Welding ". 8
1 Sheet 3, reduce the 3" NPS Pipe length to 4
6. SIDEWALK MOUNTING: For sidewalk mounting using the Anchor Plate Detail on options shown on Sheet 3.
5. FOUNDATION OPTIONS: Use foundations shown herein or alternative shallower depth to accommodate fencing location. Install fencing plumb, ±1" from nominal ¡ of fence.
4. INSTALLATION TOLERANCE: Set sleeve ±1" from ¡ concrete foundation as needed of concrete under ASTM C387. Proportion materials by volume and/or weight.
Specification 347 or a dry packaged material meeting the requirements
3. CONCRETE FOUNDATIONS: Use either Class NS concrete as specified in posts in conformance with ASTM F1083, excluding hot-dip galvanization.
2. POST SLEEVE AND POST PIPES: Use steel pipe material for foundation mounting in conformance with ASTM A36.
1. BARS, POST CAPS, AND COUPLER PLATES: Use smooth bars, post caps, and plates
PEDESTRIAN CHANNELIZATION BARRIER
1 4 D550-80412/20/17