A6-1d BP1_DWG2026-0521_06_LANDSCAPE_IHS-Whiteriver-Hospital_BID-ADD-D.pdf

6'-0" O.C.

6'- 0"

11 2" 6"

11 2" 5'-

11 2"

4" 11 2"

1-1/2" X 1-1/2" TUBE STEEL FRAME

3/4" X 3/4" PICKET @ 4" O.C. MAX.

EQUALLY SPACE PICKETS

2" SHS SQ. TUBE STEEL

16" DIA. C.I.P. CONCRETE FOOTING

COMPACTED SUBGRADE

(4) NO. 5 VERTICAL BARS EQ. SP.

(3) NO. 5 HORIZONTAL BARS EQ. SP.

NOTES:

1. DELEGATED DESIGN, PROVIDE

APPROVED SEALED SHOP DRAWINGS

FOR FENCE.

2. CONTRACTOR TO FIELD VERIFY

PANEL SIZES.

3. FENCE TO BE PRIMED AND PAINTED,

COLOR SELECTION TBD BY LA

4" O.C.

6" 2'-

3"

16"

3" C

LR

TY

P.

2 3

NOTES:

1. SHOP DRAWINGS TO BE PROVIDED FOR

REVIEW AND APPROVAL BY LANDSCAPE

ARCHITECT.

2. GATES TO HAVE CORNER FITTINGS -

COMPRESSION OR RIVETED TYPE.

3. ALL GATES SHALL BE PROPERLY BRACED

AND SUPPORTED TO PREVENT SAGGING

AND EQUIPPED WITH HEAVY DUTY HINGES

TO MAINTAIN ALIGNMENT AND FREE SWING

ACTION.

4. ALL GATES TO BE COMPLETE WITH

MALLEABLE IRON HINGES AND CATCHES.

PROVIDE FORK TYPE LATCHES WITH

PROVISIONS FOR PADLOCK.

6'

SEE PLANS

6"

TOP RAIL

POST CAP

GATE LATCH

FABRIC ON SAME SIDE OF

FENCE AS PARKING LOT

FINISH GRADE

FENCE POST FOUNDATION

FENCE POST

1'-21 4"

7 NOTES:

1. SHOP DRAWINGS TO BE PROVIDED FOR

ALL FENCING AND GATES.

2. SEE STRUCTURAL FOR FOUNDATION AND

REINFORCEMENT INFORMATION.

GATES:

1. CORNER FITTINGS-COMPRESSION OR

RIVETED TYPE.

2. HARDWARE TO COMPLY WITH ANSI

A117.1-2003, SECTION 309.

3. ALL GATES SHALL BE PROPERLY BRACED

AND SUPPORTED TO PREVENT SAGGING

TO MAINTAIN ALIGNMENT.

TOP RAIL

POST CAP

FENCE GATE PANEL

FABRIC ON SAME SIDE OF FENCE AS PARKING LOT

FINISH GRADE

LATCH AND PADLOCK

FENCE POST FOUNDATION - SEE STRUCTURAL

FENCE POST

HEAVY DUTY ROLLER WHEEL

SLIDE GATE OPERATOR. SEE ELECTRICAL

FOR POWER

3/8" DIAGONAL TRUSS ROD WITH BENT ENDS

COMPACTED SUBGRADE

6'- 0"

20'

3 4

9 10

SEE STRUCTURAL

3'- 0"

SE

E

ST

RU

CT

UR

AL

ORNAMENTAL FENCE, CORE DRILL /

EPOXY SET INTO CONCRETE, SEE DETAIL

1/ L5.0.3 (SIM.)

CAST-IN-PLACE CONCRETE WALL (REF

DETAIL 5 / LS5.0.0), SMOOTH FINISH ON

HORIZONTAL SURFACES, MEDIUM

SANDBLAST FINISH ON VERTICAL

SURFACES, COLOR: INTEGRAL COLOR

PEBBLE BY DAVIS

TOP OF FOOTING DEPTH, SEE

STRUCTURAL

CONCRETE FOOTING, SEE STRUCTURAL

COMPACTED SUBGRADE

2" RADIUS TOOLED EDGE

LANDSCAPE AREA

NOTES:

1. SEE STRUCTURAL FOR CONCRETE

REINFORCEMENT.

2. PROVIDE SAW-CUT CONTROL JOINTS AT 20'-0"

O.C. MAX. TO MINIMIZE CRACKING, PROVIDE

EXPANSION JOINTS AS NEEDED. ALIGN

EXPANSION JOINTS WITH CORE DRILLS OF

ORNAMENTAL FENCE POSTS.

3. PROVIDE SHOP DRAWINGS FOR REVIEW AND

APPROVAL BY LANDSCAPE ARCHITECT PRIOR

TO MOCK-UP.

8"

TW: SEE

HARDSCAPE PLANS

FG: SEE CIVIL

FG: SEE CIVIL

6" M

IN

4'- 0"

7 1-1/2" X 1-1/2" TUBE STEEL FRAME

4" X 3 4" PICKET @ 4" O.C. MAX.

EQUALLY SPACE PICKETS

ORNAMENTAL FENCE, SEE DETAIL 1/

L5.0.3

SURFACE MATERIAL VARIES, SEE

HARDSCAPE PLANS

GATE LATCH

NOTES:

1. DELEGATED DESIGN, PROVIDE APPROVED

SEALED SHOP DRAWINGS FOR FENCE.

2. GATE TO BE PRIMED AND PAINTED, COLOR

SELECTION TBD BY LA

6'-0"

2 3

3'- 0"

SEE

STRUCTURAL

6'- 0"

11 2"

TO

P

OF

C

ON

CR

ET

E

TO

B

OT

TO

M

OF

F

EN

CE

6'-0" (MAX) 6'-0" (MAX)

SE

E

ST

RU

CT

UR

AL

BOTTOM OF CHAIN LINK

FENCE SELVAGE KNUCKLED

SEE PLANS

4"

ORNAMENTAL CAP

END OR CORNER POST 3" @ 6.5LBS/FT.

8" x 1" TENSION BANDS 12" ON CENTER

TOP RAIL COUPLING

8" X 3 4" TENSION BAR

NOTES:

1. SHOP DRAWINGS TO BE PROVIDED FOR ALL FENCING AND GATES.

2. THE CENTER LINE OF LINE POSTS IS THE CENTER LINE OF THE FENCE.

3. THE BOTTOM RAIL SHALL BE 11

4"Ø STD. PIPE (1.66" O.D. @ 2.27LBS/FT.) WITH

#9 GAUGE STEEL FABRIC TIES @ 12" ON CENTER.

4. ALL FENCE CAPS SHALL BE SPOTWELDED.

5. ALL PIPE TO BE WROUGHT STEEL HOT DIP GALVANIZED. SIZE AS SHOWN ON

DETAILS OF THIS SHEET.

6. REQUIRED MAXIMUM INTERMEDIATE END OR CORNER POST SPACING IS AS

FOLLOWS: FOR 6'-0" HIGH FENCE SPACING 6'-0", PER INDUSTRY

STANDARDS.

7. END POST SHALL BE THE SAME SIZE AS CORNER POST, INSTALLED WITH

ADJACENT PANELS, COMPLETE WITH TENSION BARS, AND TRUSS ROD TO

BE USED FOR 6'-0" HT. FENCES ONLY, TOP RAIL COUPLINGS SHALL BE

WROUGHT STEEL GALVANIZED OUTSIDE SLEEVE TYPE. ALL FITTINGS TO BE

EQUIPPED WITH NUTS AND BOLTS AS REQUIRED FOR ERECTION, (ALL

GALV.) CLAMPS AND CAPS TO BE MALLEABLE IRON, GALVANIZED. BANDS TO

BE WROUGHT STEEL GALVANIZED. LOCKING DEVICE TO BE ADAPTABLE FOR

PADLOCKING. CARRIAGE BOLTS AND NUTS TO BE 3 8"Ø GALV. STEEL OF

PROPER LENGTH.

8. POST FOOTINGS TO BE OF CLASS SPECIFIED.

9. THE TOP PORTION OF THE FOOTING SHALL BE FORMED FOR A MINIMUM OF

9" WHEN DIRECTED BY THE ENGINEER.

10. ALL FENCE GROUNDING SHALL MEET THE REQUIREMENTS OF THE

CURRENT MUNICIPAL CODE OF NAVAJO COUNTY.

11. ALL FENCING SHALL BE GROUNDED AT ENDS. THE CONNECTIONS TO THE

GROUND SHALL BE MADE TO THE FENCE FABRIC BOTTOM SELVAGE. GATES

SHALL BE GROUNDED TO THE GATE POSTS BY MEANS OF JUMPERS. ALL

CONNECTIONS SHALL BE MADE BY MEANS OF SOLDERLESS, NON-FERROUS

CONNECTORS. THE TOP OF THE RODS SHALL BE SIX INCHES BELOW THE

FINISH GROUND SURFACE AND THE CABLE CONNECTION SHALL BE MADE

AT LEAST SIX INCHES BELOW THE TOP OF THE GROUND ROD. ALL

CONNECTIONS BETWEEN GATE AND FENCE AND GROUND ROD SHALL BE

NO. 8 BARE STRANDED SOFT DRAWN CABLE.

12. GROUND RODS SHALL BE INSTALLED AS REQUIRED AND SHALL BE MADE

OF COPPER OR COPPER-CLAD STEEL, NOT LESS THAN 3 4" DIAMETER AND

LENGTH OR NUMBER OF RODS SHALL HAVE A RESISTANCE TO GROUND

NOT TO EXCEED 25 OHMS. GROUND RODS TO BE INSTALLED VERTICALLY.

13. GROUND RODS SHALL OCCUR NO FURTHER APART THAN 50' ON-CENTER

OR ONE PER 50 LINEAR FEET. INSTALL GROUND ROD ON ONE END OF 6'-0"

FENCE.

14. IF A FENCE IS 5' OR LESS IN DISTANCE FROM A LIGHT POLE THEN THE

FENCE SHALL BE BONDED TO THE LIGHT POLE BY MEANS OF

UNDERGROUND JUMPERS.

15. CONCRETE FOR FOOTINGS SHALL BE 28 DAY STRENGTH 3500 PSI MIN. AIR

ENTRAINED AND AIR CONTENT 5-8% TO SLUMP 2"-4".

#9 GAUGE 1" MESH WROUGHT STEEL CHAIN LINK

FENCE GALV. AFTER FABRICATION

3/8"Ø DIAGONAL TRUSS ROD WITH BENT ENDS

BETWEEN EACH CORNER & LINE POST ALSO LINE &

GATE POST, WHERE TOTAL FENCE SIDE HAS 4 OR

MORE NUMBER FENCE PANELS ONLY

4Ø STD. PIPE BOTTOM RAIL 1.66" O.D. 2.27 LBS/FT.

FINISH GRADE

CONCRETE FOOTING, SLOPE TOP

OF FOOTING TO DRAIN (TYP.) - SEE

STRUCTURAL

4Ø STD. PIPE TOP RAIL 1.66" O.D.

2.27 LBS/FT. FOR FENCES OVER 12'

#9 GAUGE STEEL FABRIC TIES @ 12"

ON CENTER

2 12 "Ø STD. PIPE LINE POST 2.875"

O.D. SCH40

COMPACTED SUBGRADE

1-1/2" X 1-1/2" TUBE STEEL FRAME

4" X 3 4" PICKET @ 4" O.C. MAX.

EQUALLY SPACE PICKETS

ORNAMENTAL FENCE, SEE DETAIL 1/

L5.0.3

SURFACE MATERIAL VARIES, SEE

HARDSCAPE PLANS

GATE LATCH

NOTES:

1. DELEGATED DESIGN, PROVIDE APPROVED

SEALED SHOP DRAWINGS FOR FENCE.

2. GATE TO BE PRIMED AND PAINTED, COLOR

SELECTION TBD BY LA

4'-0"

2 3

SHEET NUMBER

PROJECT NUMBER

SEALS AND SIGNATURES

ISSUED FOR DATE

Pl ot

Da te:

IHS Whiteriver Hospital 200 W Hospital Drive Whiteriver, Arizona, 85941

IHS Project #: 131445 IHS Contract #: 75H70123R00008 IHS Award Date: 02/02/2024

455 NORTH THIRD STREET

SUITE 250

PHOENIX, AZ 85004

602.265.2200 smithgroup.com

Drawn By: Checked By:

CD

14904.000

MICHAELS JONES

FINAL CONSTRUCTION DOCUMENTS 05MAR26

BASED ON PROGRAM OF REQUIREMENTS DATED [ 03/26/22 ],

POR AMENDMENT DATED [ 02/03/25], AND ON SCHEMATIC

DRAWINGS APPROVED [ 11/19/24 ].

REV

KEYMAP

BID ADDENDUM-A 16APR26

BID ADDENDUM-C 14MAY26

BID ADDENDUM-D 20MAY26

SITE DETAILS

LS5.0.3

SCALE: 1/2" = 1'-0"

ORNAMENTAL FENCE1 SCALE: 1" = 1'-0"

ORNAMENTAL FENCE WITH CONCRETE WALL2 SCALE: 1/2" = 1'-0"

ORNAMENTAL 6' GATE3

SCALE: 1/2" = 1'-0"

ORNAMENTAL 4' GATE4 SCALE: NTS

CHAIN LINK FENCE5

SCALE: NTS

CHAIN LINK PEDESTRIAN GATE6 SCALE: NTS

VEHICULAR CHAIN LINK GATE, SLIDE7 SCALE:

SCUPPER AT PARKING LOT

1"=1'-0" HD-SCUPPER

L4X4X3/8 STEEL ANGLE LEDGER

TURN-DOWN EDGE

CMW-4-125-CLOSE MESH, ADA

COMPLIANT BAR GRATING BY

MCNICHOLS. 11-W-4 SPACING,

CARBON STEEL, 1-1/4" X 3/16"

RECTANGULAR BAR. DESIGN FOR 100

PSF LIVE LOAD, NATURAL FINISH.

NO. 4 CONT., TYP.

1/2" DIA STAINLESS STEEL KWIK BOLT

TZ2 W/ 2-1/2" MIN EMBED (ICC-ESR

4266), 6" MAX FROM EA END AND 24"

O.C., TYP.

DOWEL INTO SIDEWALK, 1/2" DIA X 5"

LONG EXPANSION ANCHORS 6"

MAXIMUM FROM EACH END AND 24"

O.C. MAXIMUM IN BETWEEN

FLUSH

SECTION

NOTE:

1. ALL STEEL TO BE NATURAL FINISH.

GRIND ALL WELDS SMOOTH THEN

SANDBLAST ALL STEEL MEMBERS TO

REMOVE ANY OIL, SCALE, PAINT, AND

SHOP MARKINGS TO PROMOTE CLEAN

SURFACE AND RAPID/ EVEN RUST FINISH.

2. PROVIDE SHOP DRAWINGS FOR REVIEW

AND APPROVAL PRIOR TO INSTALLATION.

12 34 5 6

6"

3'

LANDSCAPE

ISLAND

ADJACENT BIOSWALE

PLAN

4' 3' 4'

PARKING LOT

EXTEND CONCRETE

PAN TO OUTSIDE

FACE OF CURB

5"

6"6"

D

LS5.0.3 - SITE DETAILS