A2-1d BP1_DWG2026-0416_06_LANDSCAPE_IHS-Whiteriver-Hospital_BID-ADD-A.pdf

2' -6

" M

IN

EM

BE

D

M

EN

T

HEAVY DUTY BARREL HINGES

WELDED TO POST / GATE

6" X 6" TUBE STEEL POST WITH

WELDED CAP

2" TUBE STEEL FRAME

3/4" SQUARE STEEL TUBE

CENTERED ON FRAME

6" SQ. PLATE FOR PADLOCK,

PROVIDE 6" SQ. TUBE STEEL

RECEIVING POST IN FOOTING TO

MATCH POST FOOTING FOR OPEN

POSITION TO EITHER SIDE OF DRIVE.

DRIVE, SEE CIVIL PLANS

CONCRETE CURB, SEE CIVIL PLANS

(3) #3 TIES WITH TOP 5"

CONCRETE FOOTING, 3000 PSI MIN.

STRENGTH W/ (8) #5 TIES VERT. AND

#3 TIES AT 10" O.C.

NOTES:

1. DELEGATED DESIGN, PROVIDE

APPROVED SEALED SHOP DRAWINGS

FOR GATE.

2. GATE TO LOCK IN OPEN POSITION.

1' -0

" 8" 4'-

0"

2'- 0"

2'-0"

3' -9

3" C

LR

TY

P.

3 4

3"

(VERIFY DRIVE WIDTH)

14'-7"

NOTES:

NON-ILLUMINATED BOLLARD

SPECIFICATIONS

MANUFACTURER: FORMS + SURFACES

MODEL: HELIO LBHLO-603-N

HEIGHT: 40"

DIAMETER: 6"

MATERIAL: STAINLESS STEEL

FINISH: SATIN

MOUNT: EMBEDDED DEEP SET. SEE

MANUF. FOUNDATION DETAIL

SECURITY BOLLARD

CONCRETE SECURITY CORE

CONCRETE FOUNDATION (3000 PSI MIN. STRENGTH)

W/ (10) #6 TIES VERT. AND #3 TIES AT 10" O.C.

(3) NO. 3 TIES WITHIN TOP 5"

1/2" DIA. X 4" LONG HEAD STUD, 4 SIDES

ADJACENT PAVING, SEE HARDSCAPE PLANS FOR

TYPE, FINISH, AND COLOR

DOWELED EXPANSION JOINT AT TRANSITION

CONCRETE PAVEMENT SET DIRECTLY ON BOLLARD

CONCRETE FOUNDATION

2'-0"

2'- 0"

M

IN

EM

BE

DM

EN

T

4'- 8"

M

IN

3" CLR. TYP.

3'- 4"

6"

VAULT

VAULT

M M

M

M

M M

M

MM

M

NEW

HOSPITAL

PHASE 1

HOSPITAL

PHASE 1

VAULT

NEW

HOSPITAL

PHASE 1

R30'

R11'-5"

R10'

R12'

R3'

R5'

R2'

R5' R5'

R10'

R7'R20'

R20'

5'5'

2'

2'

2'

2'

2'-7"

2'-7"

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

SITE DETAILS

LS5.0.2

INTERNAL HALYARD BEACON PLUS - QUAD LIGHT BY

CONCORD AMERICAN FLAGPOLE; PART NUMBERS:

(ABW4-354P-SAT); (ABW4-304P-SAT) - REFER TO

ELECTRICAL FOR CONTROLLED CONDUIT TO FLAG

POLES.

CAST ALUM. REVOLTING TRUCK ASSY, W/ALUMINUM

SPINDLE AND REMOVABLE HOOD.

HALYARD W/GALVANIZED STEEL CORE BRAIDED ROPE.

TWO SNAPHOOKS, SWIVEL, CHROME PLATED BRONZE,

W/NEOPRENE COVERS.

BREADED ROLLER SLING W/PLASTIC COVERED

COUNTERWEIGHT.

TAPERED ALUM. TUBE

(1) PIECE SHAFT ASSEMBLY

SPUN ALUM. COLLAR (CAULK PERIMETER BY INSTALLER)

CEMENT OR WATERPROOF COMPOUND (BY INSTALLER)

GROUND SLEEVE ASSEMBLY 16GA. GALV. STEEL TUBE.

FOOTING PER STRUCTURAL

DRY SAND (BY INSTALLER)

16" THICK STEEL PLATE WELDED TO SLEEVE.

16" STEEL SUPPORT PLATE.

LIGHTNING SPIKE 34" DIA. STEEL ROD

SCALE:

FLAGPOLE

1/4"=1'-0" HD-48

1'-0"

PER

STRUCTURAL

35' - USA FLAG

30' - ARIZONA AND WHITERIVER FLAGS

FINISHED

GRADE

SCALE:

DRIVE AISLE CROSSING CONCRETE PATTERN

1/2"=1'-0" HD-ADA AISLE

ADJACENT PAVING - SEE HARDSCAPE LEGEND

LS1.0.1 FOR COLOR AND FINISH

STRIPED WALKWAY

STRIPE: HEAVY SAND BLAST FINISH

ADJACENT PEDESTRIAN WALKWAY

1/2" FIBER EXPANSION JOINT W/ TRAFFIC

SEALANT, SEALANT COLOR TO MATCH

CONCRETE - DUST JOINT WITH SILICA SAND

NOTES:

SEE HARDSCAPE PLANS FOR MATERIAL,

COLOR, FINISH, AND JOINT LAYOUT OF ALL

HARDSCAPE AREAS

SEE CIVIL AND ARCHITECTURE PLANS FOR

LAYOUT OF ADA AND PARKING PAVEMENT

MARKINGS

PROVIDE MOCK-UPS OF ALL CONCRETE

COLORS / FINISHES FOR REVIEW AND

APPROVAL BY ARCHITECT AND LANDSCAPE

ARCHITECT PRIOR TO INSTALLATION PER

SPECIFICATIONS - MOCK-UPS TO INCLUDE

SANDBLASTING OF STRIPING FOR ADA PARKING

AISLE

4"

4"

EQ

4"

EQ

4"

EQ

4"

EQ

4"

EQ

4"

EQ

4"

EQ

LENGTH

DRIVE AISLE

4"

SEE PLAN FOR WIDTH

1 1

4"

2 3

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

VEHICULAR SECURITY GATE4

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

SECURITY BOLLARD FOUNDATION1

SCALE:

TIMBER TRAIL STEP

1"=1'-0" HD-tTIMBER STEP

STABILIZED DECOMPOSED

GRANITE PATH

6"W X 6"HT X 8'L TIMBER

WOOD STEP - SEE PLAN

FOR LOCATIONS

GEOTEXTILE FABRIC

4" DEPTH COMPACTED 3/4"

MINUS BASE

30" LONG #5 REBAR. (5)

PER STEP AT 12" FROM

TIMBER END, 24" O.C. SET

FLUSH WITH TREAD

SURFACE.

6"

6"

6"

1 23 4

30"

SCALE: 1" = 10'-0"

CONCRETE PATTERN6

EXTENT OF INTEGRAL COLOR

CONCRETE PATTERN AT COURTYARD.

OVERLAY 5X5 GRID TO MAP DESIGN

LAYOUT. SEE PLAN ENLARGEMENT.

INTEGRAL COLOR CONCRETE: ADOBE

WITH TOP CAST 05 FINISH.

INTEGRAL COLOR CONCRETE: PEBBLE

WITH TOP CAST 05 FINISH.

STEEL COLLAR AT BUILDING COLUMN -

SEE ARCHITECTURE DRAWINGS

NOTE:

PROVIDE MOCK-UP FOR REVIEW AND

APPROVAL BY LANDSCAPE ARCHITECT.

MOCK-UP TO INCLUDE INTEGRAL

COLOR CONCRETE, FINISHES, AND

JOINT SAMPLE.

USE 5' X 5' GRID OVERLAY TO LAY OUT

SIMILAR PATTERNS THAT OCCUR AT

OTHER SITE AREAS (NORTH STAFF

ENTRY PLAZA, STAFF WALKWAY

(HALLWAY) EAST OF LOADING DOCK /

SERVICE YARD).

PROVIDE WALK PATTERN LAYOUT FOR

REVIEW BY LANDSCAPE ARCHITECT

PRIOR TO INTEGRAL COLORED

CONCRETE POUR.

PLAN

NTS

ENLARGEMENTPLAN

A