2-Bid26005 Drawings.pdf

PDF 6 MB Posted Sep 18, 2025

Attached to: Re-Bid Ada County Victim Services Stairs and Ramp Replacement and Courthouse Front Entry Stair Replacement 2026
Solicitation number: BID 26005
Issued by: Ada County, Idaho

About this file

Written by GovTribe AI · Sep 18, 2025

This document is a set of construction documents for the ADA County Victim Services Stair and Ramp Replacement and Courthouse Front Entry Stair Replacement project located in Boise, Idaho, prepared by Cushing Terrell and Ostergaard Hansen in August 2025. The project involves the demolition and replacement of existing exterior stairs and ramps at the ADA County Courthouse and Victim Services building, with work focusing on removing existing concrete stairs, handrails, and constructing new concrete stairs and handrails. The project scope includes relocating entry stairs to align with existing entry doors, moving an accessible ramp from a southern to a northern approach, creating new raised planters, and installing new concrete flatwork. The work is exterior to the building and will not change the building's occupancy, use, or exits.

The project will be constructed in compliance with the 2018 International Building Code, 2018 International Existing Building Code, and 1998 Department of Justice ADA Accessibility Guidelines. Specific design requirements include uniform riser heights between 4-7 inches, tread depths of 11 inches, handrails on both sides of stairs that are continuous and between 34-38 inches high, and meeting ADA accessibility route guidelines. The existing building, constructed in 1999, is a fully sprinklered Type II-B construction with a B occupancy classification. No additional square footage will be added, and no exterior envelope work is planned. The project includes landscape elements such as new plantings, including maple trees, sumac shrubs, ornamental grasses, and perennials, along with a new irrigation system.

View the file

Other files

File	Type	Posted
1-Bid26005 Specifications.pdf	PDF	Sep 18, 2025
3-Bid26005 Bidders Bid Form.pdf	PDF	Sep 18, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Front Street

CAPITAL B

H STREET

PROJECT

LOCATION

Front Street

2N D

St re et

PROJECT

LOCATION

26005 REBID ADA COUNTY VICTIM SERVICES STAIR AND

RAMP REPLACEMENT AND COURTHOUSE FRONT

ENTRY STAIR REPLACEMENT 2026

CONSTRUCTION DOCUMENTS

AUGUST 29, 2025

PROJECT LOCATIONS

VICTIM SERVICES

417 S. SIXTH STREET

BOISE, IDAHO 83702

OWNER

ADA COUNTY IDAHO

BOB CARNEY

DIRECTOR OF OPERATIONS

204 W. FRONT STREET

BOISE, IDAHO

ARCHITECT/ENGINEER

CUSHING TERRELL

800 WEST MAIN STREET

BOISE, IDAHO 83702

208.336.4900

PROJECT MANAGER: ANGELA M. HANSEN

SHEET INDEX

GENERAL

G101 COVER SHEET

CS-G001 COURTHOUSE STAIR EXISITNG CONDITIONS SITE IMAGES

VS-G001 VICTIM SERVICES STAIR AND RAMP EX. CONDITIONS SITE

IMAGES

LANDSCAPE

CS-L101 COURTHOUSE STAIR SITE PLAN AND DETAILS

VS-L001 VICTIM SERVICES SITE DEMOLITION PLAN

VS-L101 VICTIM SERVICES SITE PLAN

VS-L102 VICTIM SERVICES SITE DETAILS

VS-L103 VICTIM SERVICES SITE DETAILS

VS-L301 VICTIM SERVICES PLANTING AND IRRIGATION PLAN

VS-L302 VICTIM SERVICES PLANTING AND IRRIGATION

DETAILS

09.05.25 10:21 AM | L:\ADACNTY_CRTSTRS\BIMCAD\LandArch\ADACNTY_CRTSTRS_CVR.dwg G101

COVER SHEET

OSTERGAARD

HANSEN

DRAWN BY |

REVISIONS

REVIEWED BY |

PROJ# |

CONSTRUCTION

08.29.2025

ADACNTY_CRT

A D

A C

O U

H O

C O

U R

F R

O N

R R

A D

A C

O U

D R

DOCUMENTS

ADA COUNTY COURTHOUSE

200 WEST FRONT STREET

BOISE, IDAHO 83702

GOVERNING CODES:

COURTHOUSE FRONT ENTRY STAIRS:

2018 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

1998 DOJ ADAAG GUIDELINES FOR EXTERIOR STAIR AND RAMP

ACCESSIBILITY GUIDELINES SECTION 504 FOR TREADS, AND RISERS,

SECTION 505 HANDRAILS

OCCUPANCY CLASSIFICATION: B, NO CHANGE TO EXISTING

CONSTRUCTION TYPE: I-FR, NO CHANGE TO EXISTING

FIRE SPRINKLER: EXISTING

BUILDING AREA: 337,657 SF, NO CHANGE TO EXISTING

EXISTING BUILDING: BUILT IN 1999

MINOR TENANT IMPROVEMENT AREA: 532 SF

PROJECT DESCRIPTION:

SCOPE OF WORK INCLUDES THE REMOVAL AND REPLACEMENT OF

THE EXISTING COURTHOUSE ENTRY STAIRS. WORK WILL

INCLUDE DEMOLITION OF EXISTING CONCRETE STAIRS REMOVAL OF

EXISTING HANDRAILS, AND REPLACEMENT OF STAIRS WITH NEW

CONCRETE AND NEW HANDRAILS. THERE WILL BE

NO CHANGE IN OCCUPANCY, USE, BUILDING EXITS ACCESSIBLE

RAMPS OR EXTERIOR ENTRY STAIR LOCATIONS. ALL WORK IS

EXTERIOR TO THE BUILDING.

TABLE 601: FIRE RESISTANCE RATING REQUIREMENTS BY

OCCUPANCY FOR BUILDING ELEMENTS FOR TYPE B. ALL EXCEPT

EXTERIOR BEARING

WALLS = 0 HOURS, EXTERIOR BEARING WALLS = 2 HOURS

BY OCCUPANCY FOR GROUPS = CLASS C

TABLE 1017.2: EXIT ACCESS TRAVEL DISTANCE

B OCCUPANCY WITH SPRINKLER = 300 FEET

TABLE 1020.1: CORRIDOR FIRE-RESISTANCE RATING FOR A, B, S

OCCUPANCY, SPRINKLERED = NO RATING REQUIRED.

DOJ ADAAG ACCESSIBILITY GUIDELINES SECTION 504 UNIFORM

RISER HEIGHTS OF 4" MINIMUM AND 7" MAXIMUM.

TREAD DEPTH OF 11" MINIMUM

TREAD NOSING REQUIREMENTS

STAIR TREADS SHALL BE STABLE AND CONSISTENT.

504.5 NOSINGS RADIUS OF CURVATURE AT LEADING EDGE OF

THREAD SHALL BE 12 INCH MAXIMUM.

SECTION 505: HANDRAILS

505.2: WHERE REQUIRED: HANDRAILS SHALL BE ON BOTH SIDES OF

THE STAIRS

505.3 CONTINUITY: HANDRAILS SHALL BE CONTINUOUS THE FULL

LENGTH OF THE STAIRS

505.4 HEIGHT: MINIMUM RAIL HEIGHT SHALL BE 34 INCHES,

MAXIMUM RAIL HEIGHT SHALL BE 38"

CODE REVIEW INFORMATION

GOVERNING CODES:

ADA COUNTY VICTIM SERVICES STAIR AND RAMP REPLACEMENT

2018 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

1998 DOJ ADAAG GUIDELINES FOR EXTERIOR STAIR AND RAMP

ACCESSIBILITY GUIDELINES SECTION 504 FOR TREADS, AND

RISERS, SECTION 505 HANDRAILS

EXISTING BUILDING (TO REMAIN):

OCCUPANCY TYPE: B (EXISTING TO REMAIN)

CONSTRUCTION TYPE: II-B (PER PREVIOUS CONSTRUCTION

DOCUMENTS)

HEIGHT: 20'

SPRINKLERS: FULLY SPRINKLERED SYSTEM

SQUARE FOOTAGE: 51,304 SF

EXTERIOR RAMP AND STAIR REMODEL AREA: 1500 SF.

PROJECT DESCRIPTION:

DEMOLITION OF EXISTING EXTERIOR RAMP AND STAIRS.

RELOCATION OF THE ENTRY STAIRS TO ALIGN WITH THE EXISTING

ENTRY DOOR,

RELOCATION OF THE ACCESSIBLE RAMP, MOVING THE RAMP FROM

ITS CURRENT SOUTHERN APPROACH TO A NORTHERN APPROACH

TO REACH THE ENTRY LANDING.

NEW RAISED PLANTERS FOR LANDSCAPING

NEW CONCRETE FLATWORK WITH AN AT GRADE PLANTER BED TO

CREATE A SMALL

THERE IS NO ADDITIONAL SQUARE FOOTAGE TO BE ADDED TO THE

BUILDING AND NO EXTERIOR ENVELOPE WORK PLANNED TO

OCCUR AS PART OF THIS SCOPE.

DOJ ADAAG ACCESSIBILITY GUIDELINES SECTION 504 UNIFORM

RISER HEIGHTS OF 4" MINIMUM AND 7" MAXIMUM.

TREAD DEPTH OF 11" MINIMUM

TREAD NOSING REQUIREMENTS : STAIR TREADS SHALL BE STABLE

AND CONSISTENT.

504.5 NOSINGS RADIUS OF CURVATURE AT LEADING EDGE OF

THREAD SHALL BE 12 INCH MAXIMUM.

SECTION 505: HANDRAILS

505.2: WHERE REQUIRED: HANDRAILS SHALL BE ON BOTH SIDES

OF THE STAIRS

505.3 CONTINUITY: HANDRAILS SHALL BE CONTINUOUS THE FULL

LENGTH OF THE STAIRS

505.4 HEIGHT: MINIMUM RAIL HEIGHT SHALL BE 34 INCHES,

MAXIMUM RAIL HEIGHT SHALL BE 38"

CODE REVIEW INFORMATION

LA-16677

STATE OF I DAHO

SED

LANDS CAPE A

RCH

I T

E C

HANSE

A M

09.05.25

DRAWN BY |

REVISIONS

REVIEWED BY |

PROJ# |

A D

A C

O U

C O

U R

E N

C O

U R

F R

O N

R R

A D

A C

O U

, A N

D R

CONSTRUCTION

08.28.2025

ADACNTY_CRT

DOCUMENTS

G001

EXISTING CONDITIONS SITE IMAGES

NOT TO SCALE

09.05.25 10:00 AM | L:\ADACNTY_CRT\BIMCAD\LandArch\ADACNTY_CRT_L101.dwg

CS-G001

EXISTING

CONDITIONS

SITE

PHOTOS

OSTERGAARD

HANSEN

LA-16677

STATE OF I DAHO

SED

LANDS CAPE A

RCH

I T

E C

HANSE

A M

09.05.25

HANDRAIL DETAIL 2B

HANDRAIL TO BE CUT BEHIND THE

BEND. NEW HANDRAIL TO BE

INSTALLED. WELDED, GROUND

SMOOTH, AND FINISHED TO

MATCH THE EXISTING

EXISTING UNIT PAVERS TO

REMAIN, RETAIN AND

PROTECT

DRAWN BY |

REVISIONS

REVIEWED BY |

PROJ# |

CONSTRUCTION

08.29.2025

ADACNTY_CRT

A D

A C

O U

A N

D R

A M

P C

O U

R O

N T

D A

C O

U N

M S

P R

09.05.25 10:24 AM | L:\ADACNTY_CRTSTRS\BIMCAD\LandArch\ADACNTY_CRTSTRS_L001.dwg

VS-G001

EXISTING CONDITIONS

OSTERGAARD

HANSEN

G001

EXISTING CONDITIONS SITE IMAGES

NOT TO SCALE

LA-16677

STATE OF I DAHO

SED

LANDS CAPE A

RCH

I T

E C

HANSE

EXISTING WATER FEATURE N.I.C.

EXISTING RAISED PLAZA N.I.C.

EXISTING LIGHT BOLLARDS

TO BE REMOVED AND

REINSTALLED, MATCH

EXISTING CONDITIONS,

TYP.

CONCRETE STAIRS SEE

NOTE, TYP.

CONCRETE BAND, MATCH

ADJACENT DEPTH AND

CONSTRUCTION. , TYP.

PROJECT AREA

RISER

L101

RISER

PROJECT AREA

EXISTING RAISED

PLANTER N.I.C.

EXISTING RAISED

PLANTER N.I.C.

HANDRAIL TO BE CUT BEHIND THE

BEND. NEW HANDRAIL TO BE

INSTALLED. WELDED, GROUND

SMOOTH, AND FINISHED TO MATCH

THE EXISTING.

STAIR AND

HANDRAIL

ATC

EXISTIN

C H

ATC

EXISTIN

ATC

EXISTIN

EXISTING BUILDING EDGE

EXISTING BOULDERS TO

REMAIN, TYP.

7.50 O.C. TYP.

ME TC

C H

EXISTING UNIT PAVERS

TO REMAIN, AND BE

PROTECTED, TYP.

PROVIDE FLUSH TRANSITION

BETWEEN THE PROPOSED

CONCRETE BAND AND

EXISTING UNIT PAVERS, TYP.

PROVIDE FLUSH TRANSITION

BETWEEN THE PROPOSED

CONCRETE BAND AND EXISTING

CONCRETE PAVING, TYP.

4' MIN IRRIGATION

SLEEVE, TYP.

2B L101

HANDRAIL, TYP.

L101

STAIR AND HANDRAIL

3/8" = 1'-0"

3' -0

C H

G H

T R

S 4"

1'-0" 8'-0"

6 TREADS AT 1'-4"1'-11"

NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO

FABRICATION OF RAILING.

2. SEE HANDRAIL NOTES FOR FURTHER INFORMATION RELATED TO PERFORMANCE AND

FINISH OF HANDRAILING.

3. NOSING IS TO MATCH EXISTING SLIP-RESISTANT INSERT. INSTALL PER MANUF. SPEC.

R1 2"

NOSING,

SEE NOTES

NOSING,

SEE NOTES

#3 NOSE BAR,TYP.

#4 BAR AT 12" O.C. EA

WAY

4" MIN. GRAVEL

SURFACE

2" EXPANSION

JOINT, TYP.

8"6"

4000A OR 4000AF

CONCRETE COMPLYING

WITH ISPWC

1 2"

1 12" X 1 12" METAL PIPE RAILING

2" X 14" METAL PLATE

INSTALL AT VERTICAL

POSTS

2" X 2" METAL TUBE RAILING

2B L101

3'-0"

ABOVE STAIR

2A L101

3'-0"

ABOVE STAIR2" X 2" METAL

TUBE RAILING

1" X 1" METAL

TUBE RAILING

2" X 2" METAL

TUBE RAILING

NEW

CONCRETE

STAIRS

A. HANDRAIL AT STAIRS

B. HANDRAIL

1 2"

GENERAL NOTES

A. VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES

INCLUDING ANY THAT MAY NOT BE INDICATED ON THIS PLAN. NOTIFY

LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.

B. PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR BACK

TO ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE IF DAMAGE

OCCURS RESULTANT FROM CONTRACTOR'S OPERATIONS OR

NEGLIGENCE.

C. PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR NEW

CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY NOTED.

D. DO NOT SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

START OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.

E. CHANGES OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE

WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT AND/OR AN

APPROVED CHANGE ORDER WILL BE CONSIDERED UNAUTHORIZED.

COORDINATE NECESSARY MODIFICATIONS WITH ARCHITECT PRIOR TO

EXECUTING CONSTRUCTION. SEE SPECIFICATIONS FOR CONTRACT

MODIFICATION PROCEDURES AND AS-BUILT REQUIREMENTS.

F. REVIEW ALL DRAWINGS AND COORDINATE WITH GENERAL

CONTRACTOR AND ALL TRADE CONTRACTORS FOR WORK SHOWN ON

LANDSCAPE DRAWINGS.

G. NOTIFY LANDSCAPE ARCHITECT AND OWNER IN WRITING OF ANY

EXPECTED DISRUPTIONS IN SERVICE OR CHANGES IN CONSTRUCTION

SCHEDULE AND OBTAIN WRITTEN PERMISSION.

H. IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE LANDSCAPE

ARCHITECT IMMEDIATELY.

I. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT

FROM THE LANDSCAPE ARCHITECT.

J. PROVIDE ALL COMPONENTS AND ACCESSORIES FOR A COMPLETE AND

FINISHED INSTALLATION FOR PRODUCTS SHOWN ON THE DRAWING

SHEETS.

K. ELECTRONIC FILES FOR LAYOUT AVAILABLE UPON WRITTEN REQUEST.

L. NOTIFY LANDSCAPE ARCHITECT IN WRITING 7 DAYS PRIOR TO

SCHEDULE INSPECTIONS.

M. DURING ALL INSTALLATION, KEEP ADJACENT PAVING, CONSTRUCTION

AREAS, AND WORK AREAS CLEAN AND IN ORDERLY CONDITION.

PROTECT ALL STRUCTURES, UTILITIES, AND SITE IMPROVEMENTS,

INCLUDING PLANT AND IRRIGATION MATERIALS FROM DAMAGE DUE TO

LANDSCAPE OPERATIONS OR ACTIVITIES BY OTHER CONTRACTORS

AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND

MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE ANY DAMAGED

IMPROVEMENTS, INCLUDING PLANTINGS OR IRRIGATION EQUIPMENT.

SITE PLAN NOTES

A. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.

B. DIMENSIONS ARE FROM BACK OF CURB AND FACE OF WALL VENEER.

C. DIMENSION UNITS ARE 1 FOOT ('), AND ANGLES ARE 90 DEGREES

UNLESS OTHERWISE NOTED.

D. COORDINATE SLEEVES (IRRIGATION, ELECTRICAL, ETC.) PRIOR TO

PAVEMENT AND WALL INSTALLATION. USE EXISTING SLEEVES TYPE

AND LAYOUT TYP. REPAIR ANY DAMAGED SLEEVES ARE REQUIRED.

E. ALL CONCRETE REINFORCEMENT AND CONSTRUCTION SHALL COMPLY

WITH THE SECTIONS 701 - 703 OF THE IDAHO STANDARDS FOR PUBLIC

WORKS CONSTRUCTION (ISPWC), 2020 EDITION.

F. ALL CONCRETE REINFORCING TO BE FIBERGLASS REBAR INSTALL PER

MANUF. SPEC. PROVIDE SUBMITTAL FOR APPROVAL.

GRADING NOTES

A. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.

B. CONSTRUCTION SEQUENCING SHALL BE PLANNED TO PREVENT

ANY SEDIMENTS FROM LEAVING THE SITE AT ANY TIME DURING

CONSTRUCTION.

C. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.

D. GRADES SHOWN REPRESENT FINISH GRADES.

E. MEET AMERICANS WITH DISABILITIES ACT GUIDELINES ON ALL

ACCESSIBLE ROUTES.

F. GRADE AREAS TO ELEVATIONS AND SLOPES INDICATED WITHOUT

DEPRESSIONS CAUSING POCKETING OF SURFACE WATER OR

HUMPS,PRODUCING LOCALIZED RUNOFF AND GULLYING. PONDING

OF WATER ON-SITE IS NOT ALLOWED.

G. GRADE UNIFORMLY WITH ROUNDED SURFACES AT TOPS AND

BOTTOMS OF ABRUPT CHANGES IN PLANE.

H. ADJUST GRADES AS REQUIRED TO ACCOMMODATE

UNCONSIDERED EXISTING CONDITIONS AND PROVIDE SMOOTH

TRANSITIONS BETWEEN EXISTING AND NEW GRADES.

I. PROTECT GRADED AREAS FROM UNDUE EROSION.

METAL HANDRAIL NOTES

A. SEE SPECIFICATION SECTION 055213 PIPE AND TUBE RAILINGS FOR

FURTHER INFORMATION.

B. PLAN CONSTRUCTION SEQUENCING TO PREVENT ANY

UNNECESSARY BLOCKING OF ACCESS TO BUILDING. COORDINATE

WITH OWNER. .

C. ENSURE INSTALLATION OF HANDRAILS MEET AMERICANS WITH

DISABILITIES ACT GUIDELINES FOR ALL ACCESSIBLE ROUTES.

F. ADJUST HANDRAILS AS REQUIRED TO ACCOMMODATE

UNCONSIDERED EXISTING CONDITIONS AND PROVIDE SMOOTH

TRANSITIONS RAMP AND STAIRS.

G. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO

FABRICATION OR INSTALL.

H. SUBMIT SHERWIN WILLIAMS COLOR SELECTION CHART TO

ARCHITECT TO SELECT PAINT COLOR.

GRADING LEGEND

MATCH EXISTING

TOP OF CONCRETE

SPOT GRADE ELEVATION

ME TC

SITE PLAN LEGEND

CONCRETE PAVEMENT (STANDARD GREY)

EXISTING PRECAST CONCRETE PAVER,

TO REMAIN

CONCRETE BAND (SIZE VARIES)

EXISTING LIGHT BOLLARD

EXISTING HANDRAILS, SEE DETAIL

EXISTING BOULDER TO REMAIN.

GENERAL DEMOLITION

NOTES

A. SEE SELECTIVE DEMOLITION SPECIFICATION SECTION

024119 FOR FURTHER INFORMATION.

B. EXISTING CONDITIONS AND TOPOGRAPHIC

INFORMATION TAKEN FROM PDF AS-BULITS PROVIDED

BY THE COUNTY.

C. IF CONTRACTOR DOES NOT ACCEPT EXISTING

CONDITIONS OR TOPOGRAPHY AS SHOWN ON THE

PLANS, WITHOUT EXCEPTION, THEY SHALL HAVE

MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY

BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO

THE OWNER FOR REVIEW.

D. CONTRACTOR IS RESPONSIBLE FOR VERIFYING

HORIZONTAL AND VERTICAL LOCATION OF ALL

EXISTING STORM SEWER STRUCTURES, PIPES, AND

ALL UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY

THE OWNER OF ANY DISCREPANCIES FROM THE

INFORMATION SHOWN ON THE PLANS. ANY

ADDITIONAL COST INCURRED DUE TO

NON-VERIFICATION OF THESE EXISTING ITEMS SHALL

BE AT THE CONTRACTORS EXPENSE.

E. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION

OF ALL PROPERTY CORNERS AND PINS.

F. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF

DAMAGE TO ANY EXISTING IMPROVEMENTS DURING

CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO,

DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB,

ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN

EXISTING CONDITIONS

G. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

H. THE CONTRACTOR SHALL COMPLY TO THE FULLEST

EXTENT WITH THE LATEST STANDARDS OF OSHA

DIRECTIVES OR ANY OTHER AGENCY HAVING

JURISDICTION FOR EXCAVATION AND TRENCHING

PROCEDURE. CONTRACTOR SHALL USE SUPPORT

SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS

OF PROTECTION. THIS IS TO INCLUDE, BUT NOT

LIMITED, FOR ACCESS AND EGRESS FROM ALL

EXCAVATION AND TRENCHING. CONTRACTOR IS

RESPONSIBLE TO COMPLY WITH PERFORMANCE

CRITERIA FOR OSHA.

I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING THE PUBLIC DURING DEMOLITION, WHICH

INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION

FENCING, BARRICADES, SIGNAGE, ETC.

J. THE CONTRACTOR SHALL COORDINATE WITH THE

PROJECT OWNER AS TO SPECIFIC DETAILS

REGARDING REMOVAL OF EXISTING BUILDINGS,

CONTENTS AND ASSOCIATED APPURTENANCES.

K. THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE

SITE PRIOR TO BIDDING AND INCLUDE IN THE BID ANY

AND ALL ITEMS TO BE REMOVED, DEMOLISHED, OR

MAINTAINED AS NECESSARY FOR THE CONSTRUCTION

OF THIS PROJECT WHETHER THEY ARE SHOWN ON

THIS PLAN OR NOT.

L. ALL MATERIAL GENERATED FROM DEMOLITION

ACTIVITIES SHALL BE DISPOSED OF OFF-SITE AT THE

CONTRACTORS EXPENSE UNLESS OTHERWISE

INDICATED BY THE OWNER. AN APPROPRIATE DUMP

SITE SHALL BE NOMINATED BY THE CONTRACTOR

PRIOR TO THE START OF CONSTRUCTION.

M. THE CONTRACTOR SHALL VERIFY LOCATIONS AND

MATERIAL TYPES OF ALL UTILITIES PRIOR TO THE

START OF DEMOLITION.

N. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN

THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO

POND IN EXCAVATION AREAS, AND MAINTAIN ALL

EXISTING DRAINAGE PATTERNS.

O. TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL

BE PROTECTED BY EFFECTIVE BARRICADES AND

SIGNS IN ACCORDANCE WITH MUTCD GUIDANCE AND

AS REQUIRED BY THE JURISDICTION HAVING

AUTHORITY. EFFECTIVE LIGHTING OF OBSTRUCTIONS

SHALL BE PROVIDED AT NIGHT.

P. PROTECTION OF PROPERTY - THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PROTECTION OF

PUBLIC AND PRIVATE PROPERTY ADJACENT TO THEIR

WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID

DAMAGE TO SUCH PROPERTY. THE CONTRACTOR

SHALL REPLACE OR REPAIR TO THEIR ORIGINAL

CONDITION, ALL IMPROVEMENTS WITHIN OR

ADJACENT TO THE WORK AREA WHICH ARE NOT

DESIGNATED FOR REMOVAL, AND WHICH ARE

DAMAGED OR REMOVED AS A RESULT OF

OPERATIONS.

Q. STRUCTURES TO BE DEMOLISHED WILL BE

DISCONTINUED IN USE AND VACATED PRIOR TO THE

START OF WORK.

R. THE OWNER ASSUMES NO RESPONSIBILITY FOR

CONDITION OF STRUCTURES TO BE DEMOLISHED.

S. CONDITIONS EXISTING AT TIME OF INSPECTION FOR

BIDDING PURPOSES WILL BE MAINTAINED BY OWNER

AS PRACTICABLE. VARIATIONS WITHIN STRUCTURES

MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE

OPERATIONS PRIOR TO START OF DEMOLITION WORK.

T. UNLESS OTHERWISE INDICATED IN CONTRACT

DOCUMENTS OR SPECIFIED BY THE OWNER, ITEMS OF

SALVAGEABLE VALUE TO CONTRACTOR SHALL BE

REMOVED FROM SITE AND STRUCTURES. STORAGE

OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE

PERMITTED AND SHALL NOT INTERFERE WITH OTHER

WORK SPECIFIED IN CONTRACT DOCUMENTS.

U. EXPLOSIVES SHALL NOT BE BROUGHT TO SITE OR

USED WITHOUT WRITTEN CONSENT OF AUTHORITIES

HAVING JURISDICTION. SUCH WRITTEN CONSENT

WILL NOT RELIEVE CONTRACTOR OF TOTAL

RESPONSIBILITY FOR INJURY TO PERSONS OR FOR

DAMAGE TO PROPERTY DUE TO BLASTING

OPERATIONS, PERFORMANCE OF REQUIRED BLASTING

SHALL COMPLY WITH GOVERNING REGULATIONS.

V. EXISTING CONCRETE PAVING TO BE REMOVED IS TO

BE SAWCUT AT JOINTS WERE ABLE. SAWCUTS ARE TO

BE SMOOTH WITH NO JAGGED EDGE.

W. PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL

DEVICES, TEMPORARY BARRIERS, AND SECURITY

DEVICES PRIOR TO THE START OF DEMOLITION.

X. PROTECT EXISTING LANDSCAPING MATERIALS,

APPURTENANCES, AND STRUCTURES WHICH ARE NOT

TO BE DEMOLISHED. REPAIR DAMAGE CAUSED BY

DEMOLITION OPERATIONS AT NO COST TO OWNER.

COORDINATE WITH OWNER ABOUT EXISTING

LANDSCAPING FOR OPTIONS OF TRANSPLANTING.

Y. THE CONTRACTOR IS RESPONSIBLE TO PREVENT

MOVEMENT OR SETTLEMENT OF ADJACENT

STRUCTURES. PROVIDE BRACING AND SHORING AS

NEEDED.

Z. MARK LOCATION OF UTILITIES. PROTECT AND

MAINTAIN IN SAFE AND OPERABLE CONDITION

UTILITIES THAT ARE TO REMAIN. PREVENT

INTERRUPTION OF EXISTING UTILITY SERVICE TO

OCCUPIED OR USED FACILITIES, EXCEPT WHEN

AUTHORIZED IN WRITING BY AUTHORITIES HAVING

JURISDICTION. PROVIDE TEMPORARY SERVICES

DURING INTERRUPTIONS TO EXISTING UTILITIES AS

ACCEPTABLE TO GOVERNING AUTHORITIES AND

OWNER.

1. THE CONTRACTOR IS RESPONSIBLE TO CALL FOR A

UTLITY LOCATE 1-800-424-5555 (OR 811) AT LEAST 2

WORKING DAYS PRIOR TO ANY DEMOLITION

ACTIVITIES.

2. EXISTING IRRIGATION NOTES:

3. THE EXISTING IRRIGATION SYSTEMS MAY EXTEND

BEYOND AND THROUGH THE PROJECT LIMITS.

ADJACENT IRRIGATE LANDSCAPE AREAS MUST

REMAIN OPERATIONAL DURING THE GROWING

SEASON. PRIOR TO CONSTRUCTION, COORDINATE

WITH OWNER TO PROVIDE TEMPORARY AND

PERMANENT CONNECTIONS TO MAINTAIN PLANTS TO

REMAIN.

4. REMOVE ALL EXISTING AT-GRADE SYSTEM

COMPONENTS (INCLUDING HEADS WITH JOINTS,

VALVES, BOXES, ETC.) IN PROJECT DISTURBANCE

AREAS AND RETURN TO OWNER AT OWNERS

DISCRETION. REMOVE ALL BELOW-GRADE IRRIGATION

PIPING.

5. EXISTING IRRIGATED SHRUBS, AND PERENNIALS, ETC,

TO REMAIN WITHIN THE PROJECT AREA TO BE

MAINTAINED WITH EXST WATERING TYPE/METHOD.

EXISTING NON-IRRIGATED TREES, TO REMAIN WITHIN

PROJECT AREA DO NOT REQUIRE NEW IRRIGATION.

6. RELOCATE EXISTING LONG IRRIGATION LINES OUT

FROM UNDER NEW PAVEMENT. INSTALL IRRIGATION

SLEEVES ON EXISTING LINES WHERE NEW PAVEMENT.

7. WHERE EXISTING IRRIGATION LINES EXTEND UNDER

NEW PAVEMENT, PROVIDE NEW IRRIGATION LINES

WITH SLEEVES AS DETAILED.

8. MODIFY ADJACENT EXISTING ZONES TO

ACCOMMODATE NEW AREAS.

DRAWN BY |

REVISIONS

REVIEWED BY |

PROJ# |

A D

A C

O U

C O

U R

E N

C O

U N

O U

D A

C O

U N

M S

, A

N D

P R

CONSTRUCTION

08.28.2025

ADACNTY_CRT

DOCUMENTS

L101

SITE PLAN

1/4"=1'-0"

NORTH

REF.

8'4'2'0

SCALE: 1/4" = 1'-0"

09.05.25 1:45 PM | L:\ADACNTY_CRT\BIMCAD\LandArch\ADACNTY_CRT_L101.dwg

CS-L101

SITE PLANS

OSTERGAARD

HANSEN

LA-16677

STATE OF I DAHO

SED

LANDS CAPE A

RCH

I T

E C

HANSE

PROJECT AREA

PROPERTY LINE

CONTRACTOR TO REMOVE

EXISTING RAMP, TYP.

CONTRACTOR TO REMOVE

RAISED PLANTER, SOIL

AND VEGETATION,

STOCKPILE SOIL FOR NEW

CONSTRUCTION TYP.

CONTRACTOR TO REMOVE AND

SAVE EXISTING HANDRAILS &

GUARDRAILS , TYP.

EXISTING BUILDING FACADE

AND FOUNDATION TO REMAIN,

TYP.

EXISTING BUILDING FACADE

AND FOUNDATION TO REMAIN,

TYP. EXISTING TROUGH DRAIN AND

STRUCTURE TO REMAIN, TYP.

EXISTING IN-SIDEWALK

STRUCTURE SLAB &

MANHOLE COVER. TO

REMAIN, TYP.

EXISTING STAIRS, RAILING

AND RETAINING WALLS TO

REMAIN.

16.50

CONTRACTOR TO REMOVE

EXISTING PLAQUE ON FACE OF

RAISED PLANTER. TAKE GREAT

CARE DURING REMOVAL TO

NOT DAMAGE PLAQUE. SEE

SHEET L101 FOR LOCATION TO

REINSTALL PLAQUE.

GENERAL DEMOLITION NOTES

A. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION TAKEN FROM

PDF AS-BULITS PROVIDED BY THE COUNTY.

B. IF CONTRACTOR DOES NOT ACCEPT EXISTING CONDITIONS OR

TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEY

SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A

REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR

REVIEW.

C. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HORIZONTAL AND

VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES,

PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE

OWNER OF ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON

THE PLANS. ANY ADDITIONAL COST INCURRED DUE TO

NON-VERIFICATION OF THESE EXISTING ITEMS SHALL BE AT THE

CONTRACTORS EXPENSE.

D. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL

PROPERTY CORNERS AND PINS.

E. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY

EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT

LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC.

REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS

F. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE

WITH THE PROJECT SPECIFICATIONS.

G. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE

LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY

HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE.

CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING,

AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT

LIMITED, FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND

TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH

PERFORMANCE CRITERIA FOR OSHA.

H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE

PUBLIC DURING DEMOLITION, WHICH INCLUDES BUT IS NOT LIMITED TO

CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC.

I. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT OWNER AS

TO SPECIFIC DETAILS REGARDING REMOVAL OF EXISTING BUILDINGS,

CONTENTS AND ASSOCIATED APPURTENANCES.

J. THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO

BIDDING AND INCLUDE IN THE BID ANY AND ALL ITEMS TO BE REMOVED,

DEMOLISHED, OR MAINTAINED AS NECESSARY FOR THE

CONSTRUCTION OF THIS PROJECT WHETHER THEY ARE SHOWN ON

THIS PLAN OR NOT.

K. ALL MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE

DISPOSED OF OFF-SITE AT THE CONTRACTORS EXPENSE UNLESS

OTHERWISE INDICATED BY THE OWNER. AN APPROPRIATE DUMP SITE

SHALL BE NOMINATED BY THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION.

L. THE CONTRACTOR SHALL VERIFY LOCATIONS AND MATERIAL TYPES OF

ALL UTILITIES PRIOR TO THE START OF DEMOLITION.

M. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE

CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION

AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS.

N. TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY

EFFECTIVE BARRICADES AND SIGNS IN ACCORDANCE WITH MUTCD

GUIDANCE AND AS REQUIRED BY THE JURISDICTION HAVING

AUTHORITY. EFFECTIVE LIGHTING OF OBSTRUCTIONS SHALL BE

PROVIDED AT NIGHT.

O. PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE

PROPERTY ADJACENT TO THEIR WORK, AND SHALL EXERCISE DUE

CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR

SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL

IMPROVEMENTS WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE

NOT DESIGNATED FOR REMOVAL, AND WHICH ARE DAMAGED OR

REMOVED AS A RESULT OF OPERATIONS.

P. STRUCTURES TO BE DEMOLISHED WILL BE DISCONTINUED IN USE AND

VACATED PRIOR TO THE START OF WORK.

Q. THE OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF

STRUCTURES TO BE DEMOLISHED.

R. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING

PURPOSES WILL BE MAINTAINED BY OWNER AS PRACTICABLE.

VARIATIONS WITHIN STRUCTURES MAY OCCUR BY OWNER'S REMOVAL

AND SALVAGE OPERATIONS PRIOR TO START OF DEMOLITION WORK.

S. UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS OR

SPECIFIED BY THE OWNER, ITEMS OF SALVAGEABLE VALUE TO

CONTRACTOR SHALL BE REMOVED FROM SITE AND STRUCTURES.

STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE

PERMITTED AND SHALL NOT INTERFERE WITH OTHER WORK SPECIFIED

IN CONTRACT DOCUMENTS.

T. EXPLOSIVES SHALL NOT BE BROUGHT TO SITE OR USED WITHOUT

WRITTEN CONSENT OF AUTHORITIES HAVING JURISDICTION. SUCH

WRITTEN CONSENT WILL NOT RELIEVE CONTRACTOR OF TOTAL

RESPONSIBILITY FOR INJURY TO PERSONS OR FOR DAMAGE TO

PROPERTY DUE TO BLASTING OPERATIONS, PERFORMANCE OF

REQUIRED BLASTING SHALL COMPLY WITH GOVERNING REGULATIONS.

U. EXISTING CONCRETE PAVING TO BE REMOVED IS TO BE SAWCUT AT

JOINTS WERE ABLE. SAWCUTS ARE TO BE SMOOTH WITH NO JAGGED

EDGE.

V. PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL DEVICES,

TEMPORARY BARRIERS, AND SECURITY DEVICES PRIOR TO THE START

OF DEMOLITION.

W. PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND

STRUCTURES WHICH ARE NOT TO BE DEMOLISHED. REPAIR DAMAGE

CAUSED BY DEMOLITION OPERATIONS AT NO COST TO OWNER.

COORDINATE WITH OWNER ABOUT EXISTING LANDSCAPING FOR

OPTIONS OF TRANSPLANTING.

X. THE CONTRACTOR IS RESPONSIBLE TO PREVENT MOVEMENT OR

SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND

SHORING AS NEEDED.

Y. MARK LOCATION OF UTILITIES. PROTECT AND MAINTAIN IN SAFE AND

OPERABLE CONDITION UTILITIES THAT ARE TO REMAIN. PREVENT

INTERRUPTION OF EXISTING UTILITY SERVICE TO OCCUPIED OR USED

FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES

HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING

INTERRUPTIONS TO EXISTING UTILITIES AS ACCEPTABLE TO

GOVERNING AUTHORITIES AND OWNER.

Z. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT

LEAST 2 WORKING DAYS PRIOR TO ANY DEMOLITION ACTIVITIES.

AA. EXISTING IRRIGATION NOTES:

AA.A. THE EXISTING IRRIGATION SYSTEMS MAY EXTEND BEYOND AND

THROUGH THE PROJECT LIMITS. AREAS MUST REMAIN

OPERATIONAL DURING THE GROWING SEASON. PRIOR TO

CONSTRUCTION, COORDINATE WITH OWNER TO PROVIDE

TEMPORARY AND PERMANENT CONNECTIONS TO MAINTAIN

PLANTS TO REMAIN.

AA.B. REMOVE ALL EXISTING AT-GRADE SYSTEM COMPONENTS

(INCLUDING HEADS WITH JOINTS, VALVES, BOXES, ETC.) IN

PROJECT DISTURBANCE AREAS AND RETURN TO OWNER AT

OWNERS DISCRETION. REMOVE ALL BELOW-GRADE PIPING.

AA.C. EXISTING IRRIGATED SHRUBS, AND PERENNIALS, ETC, TO REMAIN

WITHIN THE PROJECT AREA TO BE MAINTAINED WITH EXST

WATERING TYPE/METHOD. EXISTING NON-IRRIGATED TREES, TO

REMAIN WITHIN PROJECT AREA DO NOT REQUIRE NEW IRRIGATION.

AA.D. RELOCATE EXISTING LONG IRRIGATION LINES OUT FROM UNDER

NEW PAVEMENT. INSTALL IRRIGATION SLEEVES ON EXISTING LINES

WHERE NEW PAVEMENT.

AA.E. WHERE EXISTING IRRIGATION LINES EXTEND UNDER NEW

PAVEMENT, PROVIDE NEW IRRIGATION LINES WITH SLEEVES AS

DETAILED.

AA.F. MODIFY ADJACENT EXISTING ZONES TO ACCOMMODATE NEW

AREAS.

CONCRETE PAVEMENT TO BE REMOVED

SITE DEMOLITION PLAN LEGEND

EXISTING CONCRETE PAVEMENT, TO

REMAIN.

HANDRAILS, TO BE REMOVED AND SAVED

STEM/RAMPS WALL, TO BE REMOVED.

DRAWN BY |

REVISIONS

REVIEWED BY |

PROJ# |

CONSTRUCTION

08.29.2025

ADACNTY_CRT

A D

A C

O U

A N

D R

A M

A C

O U

C O

U R

E N

R R

A D

A C

O U

D R

VS-L001

SITE DEMOLITION PLAN

1/4"=1'-0"

NORTH

REF.

8'4'2'0

SCALE: 1/4" = 1'-0"

09.05.25 12:44 PM | L:\ADACNTY_CRTSTRS\BIMCAD\LandArch\ADACNTY_CRTSTRS_L001.dwg

VS-L001

SITE DEMOLITION PLAN

OSTERGAARD

HANSEN

LA-16677

STATE OF I DAHO

SED

LANDS CAPE A

RCH

I T

E C

HANSE

RISER

EXISTING BUILDING EDGE

PROVIDE FLUSH TRANSITION

BETWEEN THE PROPOSED

CONCRETE AND EXISTING

CONCRETE PAVING, TYP.

9.00

38.75

21.00 5.50

EQ. EQ.

PROJECT AREA

RISER

CONCRETE CONTROL JOINT,

TYP.

CONCRETE EXPANSION

JOINT, TYP.

STEM WALL, TYP.

6.00

FOOTER EXTENT,

TYP.

11.25

VS-L102

VS-L103

ALIGN CORNERS

PROPERTY LINE

EXISTING IN-SIDEWALK

STRUCTURE SLAB &

MANHOLE COVER. TO

REMAIN, TYP.

EXISTING SITARS, RAILING

AND RETAINING WALLS TO

REMAIN.

EXISTING

BUILDING EDGE

LOWER RAMP & GUARDRAIL

SECTION

OVERALL STAIR AND

HANDRAIL

SMALL RAISED PLANTER

STAIR SECTION

VS-L103

CONCRETE PAVEMENT

FINISH AND JOINTS

VS-L103

CONCRETE SLAB

0.50

11.75

VS-L103

15.00

LARGE RAISED

PLANTER

VS-L102

UPPER RAMP & GUARDRAIL

SECTION

ALIGN CORNERS 9

VS-L102

RAMP SIDE ELEVATION

0.50

ENTRY

PERF. PIPE, TYP.

VS-L103

DRYWELL

VS-L103

STONE SEAT

(1 OF 3 QTY)

SOILED PIPE, TYP.

VS-L103

VERTICAL CURB

TROUGH DRAIN MODIFICATION

AND GRATE INSTALLATION

VS-L103

UNIT PAVERS WITH

CONCRETE SUBBASE

OFFSET FTG AT EXISTING

BUILDING TYP.

REBAR TO BE CONT

THROUGH JOINT, TYP.

REBAR TO BE CONT

THROUGH JOINT, TYP.

CONTRACTOR TO RE-INSTALL

PLAQUE. COORDINATE WITH

OWNER FOR LOCATION ON

FACE OF PLANTER. GENERAL NOTES

A. VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING

UTILITIES INCLUDING ANY THAT MAY NOT BE INDICATED ON THIS

PLAN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.

B. PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR

BACK TO ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE IF

DAMAGE OCCURS RESULTANT FROM CONTRACTOR'S

OPERATIONS OR NEGLIGENCE.

C. PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR

NEW CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY

NOTED.

D. DO NOT SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BEGINNING

WORK. START OF WORK CONSTITUTES ACCEPTANCE OF

CONDITIONS.

E. CHANGES OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT

THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT AND/OR

AN APPROVED CHANGE ORDER WILL BE CONSIDERED

UNAUTHORIZED. COORDINATE NECESSARY MODIFICATIONS

WITH ARCHITECT PRIOR TO EXECUTING CONSTRUCTION. SEE

SPECIFICATIONS FOR CONTRACT MODIFICATION PROCEDURES

AND AS-BUILT REQUIREMENTS.

F. REVIEW ALL DRAWINGS AND COORDINATE WITH GENERAL

CONTRACTOR AND ALL TRADE CONTRACTORS FOR WORK

SHOWN ON LANDSCAPE DRAWINGS.

G. NOTIFY LANDSCAPE ARCHITECT AND OWNER IN WRITING OF ANY

EXPECTED DISRUPTIONS IN SERVICE OR CHANGES IN

CONSTRUCTION SCHEDULE AND OBTAIN WRITTEN PERMISSION.

H. IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE LANDSCAPE

ARCHITECT IMMEDIATELY.

I. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN

CONSENT FROM THE LANDSCAPE ARCHITECT.

J. PROVIDE ALL COMPONENTS AND ACCESSORIES FOR A

COMPLETE AND FINISHED INSTALLATION FOR PRODUCTS SHOWN

ON THE DRAWING SHEETS.

K. ELECTRONIC FILES FOR LAYOUT AVAILABLE UPON WRITTEN

REQUEST.

L. NOTIFY LANDSCAPE ARCHITECT IN WRITING 7 DAYS PRIOR TO

SCHEDULE INSPECTIONS.

M. DURING ALL INSTALLATION, KEEP ADJACENT PAVING,

CONSTRUCTION AREAS, AND WORK AREAS CLEAN AND IN

ORDERLY CONDITION. PROTECT ALL STRUCTURES, UTILITIES,

AND SITE IMPROVEMENTS, INCLUDING PLANT AND IRRIGATION

MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS OR

ACTIVITIES BY OTHER CONTRACTORS AND TRADES. MAINTAIN

PROTECTION DURING INSTALLATION AND MAINTENANCE

PERIODS. TREAT, REPAIR, OR REPLACE ANY DAMAGED

IMPROVEMENTS, INCLUDING PLANTINGS OR IRRIGATION

EQUIPMENT.

N. SEE DEMOLITION NOTES ON VS-L001 FOR ADDITIONAL

INFORMATION.

O. BACKFILL AGAINST CONCRETE WALLS EVENLY ON BOTH SIDES

OF CONCRETE WALLS

SITE PLAN NOTES

A. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.

B. DIMENSIONS ARE FROM BACK OF CURB AND FACE OF WALL

VENEER.

C. DIMENSION UNITS ARE 1 FOOT ('), AND ANGLES ARE 90 DEGREES

UNLESS OTHERWISE NOTED.

D. COORDINATE SLEEVES (IRRIGATION, ELECTRICAL, ETC.) PRIOR

TO PAVEMENT AND WALL INSTALLATION. USE EXISTING SLEEVES

TYPE AND LAYOUT TYP. REPAIR ANY DAMAGED SLEEVES ARE

REQUIRED.

E. ALL CONCRETE REINFORCEMENT AND CONSTRUCTION SHALL

COMPLY WITH THE SECTIONS 701 - 703 OF THE IDAHO

STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), 2020

EDITION.

F. ALL CONCRETE REINFORCING TO BE FIBERGLASS REBAR

INSTALL PER MANUF. SPEC. PROVIDE SUBMITTAL FOR

APPROVAL.

GRADING NOTES

A. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.

B. CONSTRUCTION SEQUENCING SHALL BE PLANNED TO PREVENT

ANY SEDIMENTS FROM LEAVING THE SITE AT ANY TIME DURING

CONSTRUCTION.

C. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.

D. GRADES SHOWN REPRESENT FINISH GRADES.

E. MEET AMERICANS WITH DISABILITIES ACT GUIDELINES ON ALL

ACCESSIBLE ROUTES.

F. GRADE AREAS TO ELEVATIONS AND SLOPES INDICATED WITHOUT

DEPRESSIONS CAUSING POCKETING OF SURFACE WATER OR

HUMPS,PRODUCING LOCALIZED RUNOFF AND GULLYING.

PONDING OF WATER ON-SITE IS NOT ALLOWED.

G. GRADE UNIFORMLY WITH ROUNDED SURFACES AT TOPS AND

BOTTOMS OF ABRUPT CHANGES IN PLANE.

H. ADJUST GRADES AS REQUIRED TO ACCOMMODATE

UNCONSIDERED EXISTING CONDITIONS AND PROVIDE SMOOTH

TRANSITIONS BETWEEN EXISTING AND NEW GRADES.

I. PROTECT GRADED AREAS FROM UNDUE EROSION.

DRAINAGE DIRECTION & GRADIENT

TOP OF WALLTW

1:12

GRADING LEGEND

MATCH EXISTING

SPOT GRADE ELEVATION

TOP OF CONCRETE

ELEV.

1'-0" TC

CONCRETE PAVEMENT (STANDARD GREY)

SITE PLAN LEGEND

EXISTING CONCRETE PAVEMENT, TO

REMAIN.

HANDRAILS, SEE DETAIL

CONCRETE CONTROL JOINT, SEE CIVIL

CONCRETE EXPANSION JOINT, SEE CIVIL

STEM WALL, SEE DETAIL

4" PERF. PIPE

4" SOLID PIPE

VERT. CURB, SEE DETAIL

UNIT PAVER, SEE DETAIL

STONE SEAT, SEE DETAIL

DRYWELL, SEE DETAIL

PROJECT AREA

RISER

EXISTING BUILDING EDGE

ME TC

ME TC PROJECT AREA

PROJECT AREA

RISER

±15.00 RAMP

SLOPE 1:12 MAX

±21.00 RAMP

SLOPE 1:12 MAX

PROPERTY LINE

EXISTING

BUILDING EDGE

ELEV.

3'-0" TC

ELEV.

0'-0" TC

ELEV.

0'-0" TC

ELEV.

3'-0" TC

ME TC

ELEV.

3'-4" TW

ELEV.

3'-4" TW

ELEV.

0'-0" TC

ELEV.

3'-4" TW

ELEV.

1'-7" TW

ELEV.

3'-4" TW

ELEV.

3'-4" TW

ELEV.

3'-4" TW

CONCRETE PAVEMENT

FINISH AND JOINTS

ME TC

ENTRY

ELEV.

2'-10" TW

ELEV.

2'-10" TW

ELEV.

2'-10" TW

ELEV.

2'-10" TW

ELEV.

2'-0" TW

ELEV.

2'-0" TW

ELEV.

1'-3" TC

ELEV.

1'-3" TC

ELEV.

1'-7" TW

SLO

ELEV.

2'-6" TW

ELEV.

2'-6" TW

DRAWN BY |

REVISIONS

REVIEWED BY |

PROJ# |

CONSTRUCTION

08.29.2025

ADACNTY_CRT

A D

A C

O U

A N

D R

A M

A C

O U

C O

U R

E N

R R

A D

A C

O U

D R

VS-L101

SITE PLAN

1/4"=1'-0"

NORTH

REF.

8'4'2'0

SCALE: 1/4" = 1'-0"

09.05.25 2:48 PM | L:\ADACNTY_CRTSTRS\BIMCAD\LandArch\ADACNTY_CRTSTRS_L101.dwg

VS-L101

SITE PLANS

OSTERGAARD

HANSEN

VS-L101

GRADING PLAN

1/4"=1'-0"

NORTH

REF.

8'4'2'0

SCALE: 1/4" = 1'-0"

LA-16677

STATE OF I DAHO

SED

LANDS CAPE A

RCH

I T

E C

HANSE

20'-6"

VS-L102

OVERALL STAIR AND RAMP WITH GUARDRAIL

3/8" = 1'-0"

1'-7" (± 2694'-1" V.I.F.)

T.W.

0'-0" (± 2692'-6" V.I.F.)

F.G.

3'-4" ( ± 2695'-10" V.I.F.)

T.W.

14'-8"

EQ. EQ. EQ.

EQ. EQ.

OPEN TO BEYOND

EXISTING BUILDING

TO BEYONDEXISTING BUILDING

TO BEYOND

11'-3"

CONCRETE RAMP

GUARDRAIL BEYOND

RAISED PLANTER STEM WALL,

TYP.

5 EQ. TREADS

@11" = 4'-7" V.I.F.

Q . R

7" M

C H

G E

I.F

G E

D G

RAISED PLANTER BEYOND,

HANDRAIL, SEE DETAIL

NOSING, SEE

NOTES

#3 NOSE BAR,TYP.

#4 REBAR AT 12" O.C. EA WAY

2" EXPANSION

JOINT, TYP.

NOTES:

1. NOSING IS TO MATCH EXISTING SLIP-RESISTANT

INSERT. INSTALL PER MANUF. SPEC.

2. STAIR TREAD DEPTH SHALL BE 11" MIN. PER IBC

SECTION 1011.5.2 RECTANGULAR TREAD DEPTH

SHALL BE MEASURED HORIZONTALLY BETWEEN

THE VERTICAL PLANES OF THE FOREMOST

PROJECTION OF THE ADJACENT TREADS. AND AT

A RIGHT ANGLE TO THE TREAD'S NOSING.

3. ANY DEPTH FROM THE ACUTE ANGLE IN THE

STAIR TREAD SHALL NOT BE INCLUDED IN THE

11" TREAD DEPTH.

PROVIDE 4" MIN. CONC. SLAB @ LANDING OVER

COMPACTED FILL W/ #4 BARS @ 24 O.C.E.W,

TIED TO STEM WALLS AND DOWEL & EPOXY TO

EXISTING FOUNDATION WALL

VS-L102

STAIR SECTION

3/8" = 1'-0"

TURN-DOWN STAIR TO

BELOW FROST DEPTH,

PROVIDE #4 BAR O.C. EA.

WAY

2' -6

" M

5'-63 8"

VS-L102

STAIR HANDRAIL

SECTION

4" MIN. COMPACTED

CRUSHED BASE,

TYP.

4" MIN .

GUARDRAIL @

CURB, SEE DETAIL

1'-0"

R43 4"

3' -0

11"

11-7/8"

90°

VS-L102

HANDRAIL @ RAMP

1 1/2"=1'-0"

1-1 2" x 1-1

2" SQ SS STEEL

TUBE VERTICAL, CAP END

FINISH SEE NOTES

NOTES:

1. CONCAVE FILLET WELDS, TYP., GRIND

SMOOTH

2. STEEL FINISH :BRUSHED SS STEEL

3. CONTRACTOR TO PROVIDE SHOP

DRAWINGS FOR ALL HANDRAILS

6" 2'

-2

3' -0

3"x3"x 14" EMBED PLATE W/ (2) 6"x 14" J

STUDS, ALT. EMBED PLATE FLUSH W/

CONC. CURB

1-1/2" Ø SS PIPE,

HORIZONTAL HANDRAIL

W/ 12" Ø SS BRACKET

2" CHAMFER. EA SIDE

CURB

CONCRETE RAMP/LANDING,

TYP.

EQ. EQ.

VS-L102

HANDRAIL BRACKET

3"=1'-0"

3" 1 4"

3 4" 4"

" T

O F

GUARDRAIL, TYP.

1-1/2" Ø SS STEEL PIPE

HANDRAIL, W/ 12" SS

STEEL BRACKET.

PARALLEL TO RISE/RUN

FILLET WELD ALL

AROUND

FRENCH CUT WELD

& GRIND SMOOTH

FOR 90° FINISH

NOTES:

1. CONCAVE FILLET WELDS, TYP.,

GRIND SMOOTH

2. FINISH: SEE HANDRAIL @ CURB

DETAIL

20'-6"

VS-L102

LOWER RAMP WITH INTERIOR HANDRAIL

3/8" = 1'-0"

1'-7" (± 2694'-1" V.I.F.)

T.W.

0'-0" (± 2692'-6" V.I.F.)

F.G.

3'-4" ( ± 2695'-10" V.I.F.)

T.W.

5'-0" EQ. EQ.

OPEN TO BEYOND

CONCRETE FOOTINGS:

PROVIDE 18" WIDE X 10"

DEEP CONT. FOOTINGS

TYP. @ MIN. 2'-6" DEPTH

W/ (2) # 4 BARS CONT. AND

#4 @ 24" O.C. ALT HOOK.

-2'-6" MIN. (± 2690' V.I.F.)

F.G.

VS-L102

5'-6"

4" MIN. CONC. SLAB @ RAMPS AND

LANDINGS OVER COMPACTED FILL W/

#4 BARS @ 24" O.C. E.W., TIED TO

STEM WALLS. DOWEL & EPOXY TO

EXISTING FOUNDATION WALL.

VS-L103

STEM WALLS: PROVIDE 6" WIDE

STEM/RETAINING WALLS @ ALL

PLANTERS AND EXPOSED SIDES

OF RAMPS & LANDINGS W/ #4

VERT. @ 18" O.C. & #4 HOZ. @ 16"

O.C. W/ BARS CENTERED IN THE

WALL. PROVIDE #4 CORNER BARS

TO MATCH HOR. SPACING W/ 2'-8"

LAP LENGTH EA SIDE.

CONT. STEEL HANDRAIL

ATTACH TO EXISTING

EXTERIOR WALL.

VS-L102

UPPER RAMP & INTERIOR HANDRAIL SECTION

3/8" = 1'-0"

1'-7" (± 2694'-1" V.I.F.)

T.W.

0'-0" (± 2692'-6" V.I.F.)

F.G.

3'-4" ( ± 2695'-10" V.I.F.)

T.W.

-2'-6" MIN. (± 2690' V.I.F.)

F.G.

6'-0"

CONCRETE RAMP: SEE

LOWER RAMP & GUARDRAIL

SECTION DETAIL, TYP.

OPEN TO BEYOND

5'-1"5'-1"5'-1"5'-3"

EXISTING BUILDING

TO BEYOND

HANDRAIL @ CURB

STEM WALL,

TYP.

26'-6"

HANDRAIL, SEE DETAIL

THICKEN EDGE

GUARDRAIL @

CURB

STEM WALL, SEE LOWER RAMP &

GUARDRAIL SECTION DETAIL, TYP.

CONCRETE FOOTINGS: SEE LOWER

RAMP & GUARDRAIL SECTION

DETAIL, TYP.

R43 4 "

1'-0" 13 4"

2' -2

1 2"

R43 4"

1'-0" 1 34"

2' -2

1 2"

EXISTING BUILDING

TO BEYOND

4" MIN.

CRUSHED

BASE, TYP.

4" MIN. COMPACTED

CRUSHED BASE,

TYP.

4" MIN. COMPACTED

CRUSHED BASE,

TYP.

6" MIN. COMPACTED

CRUSHED BASE,

TYP.

COMPACTED

SUBBASE, TYP.

COMPACTED

SUBBASE, TYP.

VS-L101

GUARDRAIL @ CURB

FINISH SEE NOTES

NOTES:

1. CONCAVE FILLET WELDS, TYP., GRIND

SMOOTH

2. STEEL FINISH : SEE HANDRAIL @ CURB

DETAIL.

3. CONTRACTOR TO PROVIDE SHOP

DRAWINGS FOR ALL HANDRAILS

6" 2'

-6 "3'

-0

CONCRETE TREAD

1-1 2" x 1-1

2" SQ SS STEEL

TUBE VERTICAL, CAP END

3"x3"x 14" EMBED PLATE W/ (2) 6"x 14" J

STUDS, ALT. EMBED PLATE FLUSH W/

CONC. CURB

1-1/2" Ø SS PIPE,

HORIZONTAL HANDRAIL

W/ 12" Ø SS BRACKET

STAIR TREAD, BEYOND, TYP.

VS-L102

HANDRAIL @ STAIR

1 1/2"=1'-0"

VS-L102

STAIR HANDRAIL SECTION

3/8" = 1'-0"

7"11"R43 4"

2' -2

1 2"

4" 43

2' -01

R 4 3

4 "

NOTES:

1. CONCAVE FILLET WELDS, TYP., GRIND

SMOOTH

2. STEEL FINISH : SEE HANDRAIL @ CURB

DETAIL.

3. CONTRACTOR TO PROVIDE SHOP

DRAWINGS FOR ALL HANDRAILS

VS-L102

HANDRAIL @ STAIR

12"

VS-L102

GUARDRAIL @ CURB

1 1/2"=1'-0"

NOTES:

1. CONCAVE FILLET WELDS, TYP., GRIND

SMOOTH

2. STEEL FINISH: SEE HANDRAIL @ CURB

DETAIL

3. CONTRACTOR TO PROVIDE SHOP DRAWINGS

FOR ALL HANDRAILS

VS-L102

6" 2'

-41 2"

3' -6

1"x1" SS WOVEN WIRE

MESH, WELD TO FRAME,

TYP.

FINISH, SEE NOTES

1-1 2"x1-1

2" SS STEEL ANGLE,

PARALLEL TO RISE/RUN

3"x3"x 14" EMBED PLATE W/ (2) 6"x 14" J STUDS, ALT. EMBED PLATE FLUSH W/ CONC. CURB

2" CHAMFER. EA SIDE

CURB

CONCRETE RAMP/LANDING,

TYP.

1-1 2"x 1-1

2" SQ. SS

TUBE, VERTICAL

1-1 2"x1-1

2" SQ SS TUBE STEEL,

PARALLEL TO RISE/RUN

HANDRAIL BRACKET

1- 12" BAR, BUTT WELD TO ANGLES,

GRIND SMOOTH. TACK WELD TO

VERTICALS

EQ. EQ.

5'-6"5'-6"

VS-L102

RAMP SIDE ELEVATION

3/4"=1'-0"

GUARDRAIL @

CURB, SEE DETAIL

RAMP LANDING,

TYP.

CURB CUT, TYP.

SMALL PLANTER,

BEYOND

BUILDING EDGE

1'-7" (± 2694'-1" V.I.F.)

T.W.

0'-0" (± 2692'-6" V.I.F.)

F.G.

2'-0" (± 2694'-6" V.I.F.)

T.W.

3'-4" (± 2694'-6" V.I.F.)

T.W.

METAL HANDRAIL NOTES

A. SEE SPECIFICATION SECTION 055213 PIPE AND TUBE RAILINGS FOR

FURTHER INFORMATION.

B. PLAN CONSTRUCTION SEQUENCING TO PREVENT ANY

UNNECESSARY BLOCKING OF ACCESS TO BUILDING. COORDINATE

WITH OWNER. .

C. ENSURE INSTALLATION OF HANDRAILS MEET AMERICANS WITH

DISABILITIES ACT GUIDELINES FOR ALL ACCESSIBLE ROUTES.

F. ADJUST HANDRAILS AS REQUIRED TO ACCOMMODATE

UNCONSIDERED EXISTING CONDITIONS AND PROVIDE SMOOTH

TRANSITIONS RAMP AND STAIRS.

G. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO

FABRICATION OR INSTALL.

H. SUBMIT SHERWIN WILLIAMS COLOR SELECTION CHART TO

ARCHITECT TO SELECT PAINT COLOR.

DRAWN BY |

REVISIONS

REVIEWED BY |

PROJ# |

CONSTRUCTION

08.29.2025

ADACNTY_CRT

A D

A C

O U

A N

D R

A M

A C

O U

C O

U R

E N

R R

A D

A C

O U

D R

09.05.25 3:30 PM | L:\ADACNTY_CRTSTRS\BIMCAD\LandArch\ADACNTY_CRTSTRS_L101.dwg

VS-L102

SITE DETAILS

OSTERGAARD

HANSEN

LA-16677

STATE OF I DAHO

SED

LANDS CAPE A

RCH

I T

E C

HANSE

VS-L103

THICKEN EDGE

3/4"=1'-0"

1'-0" 6"

CONCRETE SLAB

(2) #4 CONT.

4" MIN. 34" AGGREGATE

BASE

2" EXPANSION

JOINT, TYP.

NOTES:

1. SEE CONCRETE FOR PAVEMENT DETAIL

2. PLACE BROOMING PERPENDICULAR TO

PEDESTRIAN TRAVEL.

3. MATERIALS AND CONSTRUCTION SHALL BE IN

COMPLIANCE WITH LOCAL CODE'S AND SPEC'S.

4. SEE PLAN FOR EXPANSION & CONTRACTION

JOINT LOCATIONS.

5. PROVIDE MOCK-UP OF EXPANSION AND

CONTRACTION JOINTS FOR LA APPROVAL.

EXPANSION JOINT

ENLARGEMENT

GRAY ELASTOMERIC

EXPANSION JOINT

FILLER

PRE-FORMED

EXPANSION JOINT

MATERIAL W/

REMOVABLE

STRIP FOR FILLER

CONCRETE

EXPANSION

JOINT OR

CONTRACTION

JOINT

MEDIUM

BROOM FINISH

BOND BREAK

FINISH ENLARGEMENT

MEDIUM

BROOM FINISH

2" BITUMINOUS

EXPANSION JOINT,

SEE ENLARGEMENTS

CONCRETE SLAB

BASE COURSE

COMPACTED

SUBGRADE

CONTRACTION JOINT,

MATCH EXISTING

VS-L103

CONCRETE PAVEMENT FINISH AND JOINTS

SCALE: 3/4"=1'-0"

CONCRETE SLAB,

SEE DETAIL

4" PERF.PIPE, INSTALL AT LOWEST

POINT OF THE DRAINAGE MATERIAL

CENTERED IN THE PLANTER ONLY,

SLOPE TO AT GRADE PLANTER BED

CAP ENDS WITH PERF PIPE CAP, TYP.

VS-L103

LARGE RAISED PLANTER

1/2"=1'-0"

CONCRETE

FOOTINGS: SEE

LOWER RAMP &

GUARDRAIL

SECTION DETAIL

STEM WALLS: SEE

LOWER RAMP &

GUARDRAIL

SECTION DETAIL

FOR ADDITIONAL

INFO.11

2" C

3' -21

2" M

D R

9'-0"

6" 8'-0" 6"

NON-WOVEN

GEO-FABRIC

'-1

0" 2' -0

LANDING FINISH

GRADE, TYP.

2" WEEP HOLE 24" O.C.

ONLY ON CONCRETE

PAVING SIDE IRRIGATION

MAINLINE AND

SLEEVE TYP.

1-1

2" CRUSHED WASHED

GRAVEL, TYP.

8 MIL. PLASTIC

MEMBRANE SLOPE

AT BOTTOM TO PERF.

PIPE.

4" SOLID PIPE UNDER

ALL HARDSCAPE AND

TROUGH FOUNDATION

WALLS, CONNECT TO

PERF. PIPE , TYP.

CENTRAL WALL, SEE

PLAN BEYOND

VS-L103

CONCRETE SLAB

1 1/2"=1'-0"

4" CONCRETE

4" CRUSHED BASE

COMPACTED TO 95%

NOTE:

1. CONCRETE SHALL BE 4" THICK, UNLESS

OTHERWISE CALLED OUT.

SLOPE TO MATCH EXISTING

COMPACTED

SUBGRADE

4000A OR 4000AF

CONCRETE COMPLYING

WITH ISPWC

VS-L103

SMALL RAISED PLANTER

1/2"=1'-0"

-0

3' -81

2" D

E M

IA 2'

-0

2' -0

2' -41

2" D

E M

2' -6

CONCRETE FOOTINGS: SEE LOWER RAMP &

GUARDRAIL SECTION DETAIL FOR

ADDITIONAL INFO.

NON-WOVEN

GEO-FABRIC

IRRIGATION

MAINLINE AND

SLEEVE TYP.

1-1

2" CRUSHED WASHED

GRAVEL, TYP.

2'-0" (±2694'-6" V.I.F.)

T.W.

3'-4" ( ± 2695'-10" V.I.F.)

T.W.

4" PERF.PIPE, INSTALL AT LOWEST POINT OF

THE DRAINAGE MATERIAL CENTERED IN THE

PLANTER ONLY, SLOPE TO AT GRADE

PLANTER BED CAP ENDS WITH PERF PIPE

CAP, TYP.

4" SOLID PIPE UNDER ALL HARDSCAPE

AND TROUGH FOUNDATION WALLS,

CONNECT TO PERF. PIPE , TYP.

6" TYP.

8 MIL. PLASTIC

MEMBRANE SLOPE AT

BOTTOM TO PERF. PIPE.

2'-6" ( ± 2695'-0" V.I.F.)

T.W.

VS-L103

UNIT PAVERS WITH CONCRETE SUBBASE

ADD ALT OPTION SCALE: 1"=1'-0"

COMPACTED

SUBGRADE

4" MIN. COMPACTED

AGGREGATE BASE

4" CONC BASE SLAB

1" BEDDING SAND

GEOTEXTILE

NONWOVEN FABRIC

CONCRETE PAVER,

SEE NOTES

ADJACENT CONCRETE

PAVEMENT

VERTICAL CURB,

SEE DETAIL

2% MIN. SLOPE

AWAY FORM BLDG.

DRAIN HOLE - 2" W/

DRAINAGE

AGGREGATE, 24" O.C.

@ LOW POINT OF

SLAB.

2" EXPN JOINT, AS

REQ.

POLYMERIC

JOINTING SAND

NOTE:

1. PAVERS

1.1. 3x18, PLANK PAVER AS MANUFACTURED BY BASALITE, www.basalite.com

2. COLOR

1.2. COLOR: 50% TRUCKEE 50% PESCADERO RANDOM MIX

3. PATTERN

1.1. RUNNING BOND

4. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS.

5. PROVIDE SAMPLE AND MOCK UP TO LA FOR APPROVAL PRIOR TO INSTALLATION.

VS-L103

VERTICAL CURB

1 1/2"=1'-0"

1' -0

2- 3# REBAR

HARDSCAPE

CONDITIONPLANTER

CONDITION

2" TOOLED EDGE

EXPANSION

JOINT, TYP.

GEOTEXTILE

NONWOVEN FABRIC

PLANTING SOIL,

TYP.

ADJACENT HARDSCAPE,

SEE PLAN

4" LEDGE, TYP.

3"3"

CUT EXISTING TROUGH

DRAIN TO FIT NEW GRATE

SLOPE TO TROUGH

GRATE, CENTER IN

TROUGH, SEE NOTES

NOTE:

1. GRATE TO BE JAMISON BY URBAN ACCESSORIES, urbanaccessories.com,

1.1. SIZE: 18"x18"

1.2. MATERIAL AND FINISH TO BE RUST CONVERTER IRON

2. INSTALL PER MANUF. SPEC.

3. ANY CUTS ARE TO BE STRIATE AND CLEAN WITH NO JAGGED EDGES.

4. FULL SIZE GRATE TO START AT STREET EDGE.

5. PROVIDE MOCK UP FOR LANDSCAPE ARCHITECT APPROVAL

VS-L103

GRATE INSTALLATION

TROUGH DRAIN MODIFICATION AND

1 1/2"=1'-0"

EXISTING TROUGH, TYP.

±1'-4"

1' -6

NOTE:

1. STONE SEAT TO BE BASALT SEAT FORM COVERALL

STONE, www.coverallstone.com OR APPROVED EQUAL

2. SEE PLAN FOR LOCATION

VS-L103

STONE SEAT

1 1/2"=1'-0"

4" SOLID PIPE

UNDER ALL

HARDSCAPE AND

TROUGH

FOUNDATION

WALLS,

CONNECT TO

PERF. PIPE , TYP.

2' -7

10'-0"

2' -9

" M

VS-L103

DRYWELL

1/2"=1'-0"

4" PERF.PIPE, INSTALL AT LOWEST

POINT OF THE DRAINAGE MATERIAL

CENTERED IN THE PLANTER ONLY,CAP

ENDS WITH PERF PIPE CAP, TYP. SUBBASE, TYP.

NON-WOVEN

GEO-FABRIC

1-1

2" CRUSHED WASHED

GRAVEL, TYP.

PLANTING SOIL,

TYP.

DRAWN BY |

REVISIONS

REVIEWED BY |

PROJ# |

CONSTRUCTION

08.29.2025

ADACNTY_CRT

A D

A C

O U

A N

D R

A M

P C

O U

R O

N T

D A

C O

U N

M S

P R

09.05.25 10:33 AM | L:\ADACNTY_CRTSTRS\BIMCAD\LandArch\ADACNTY_CRTSTRS_L101.dwg

VS-L103

SITE DETAILS

OSTERGAARD

HANSEN

LA-16677

STATE OF I DAHO

SED

LANDS CAPE A

RCH

I T

E C

HANSE

(26) LAM

(2) RHT

(12) CAK

(2) AH

(5) ECH

(12) SPH

(4) SPI

RISER

EXISTING BUILDING EDGE

PROJECT AREA

RISER

STEM WALL, TYP.

FOOTER EXTENT,

TYP.

STEM WALL, TYP.

PROPERTY LINE

EXISTING IN-SIDEWALK

STRUCTURE SLAB &

MANHOLE COVER. TO

REMAIN, TYP.

EXISTING SITARS, RAILING

AND RETAINING WALLS TO

REMAIN.

EXISTING

BUILDING EDGE

EXISTING TROUGH DARIN AND

STRUCTURE TO REMAIN, TYP.

ENTRY

VS-L302

SHRUB

PLANTING

VS-L302

PERENNIAL

PLANTING

VS-L302

PLANTING

LAYOUT

VS-L302

LANDSCAPE

MULCH

ROOT BARRIER,

TYP.

VS-L302

DECIDUOUS

TREE PLANTING

PLANTING LEGEND

PLANTER - ORGANIC MULCH, SEE DETAIL

SHRUB PLANTING, SEE DETAIL

PERENNIAL PLANTING - FLOWERING OR ORNAMENTAL GRASS

STEM WALL, SEE DETAIL

DECIDUOUS TREE PLANTING, SEE DETAIL

EXISTING BUILDING EDGE

PROJECT AREA

PROPERTY LINE

EXISTING

BUILDING EDGEENTRY

VS-L302

IRRIGATION

TRENCH

VS-L302

IRRIGATION

SLEEVE

VS-L302

SCHEMATIC DRIP

LAYOUT

CONTRACTOR TO

VERIFY EXACT

LOCATION OF MAIN

LINE AND EXISTING

IRRIGATION SYSTEM

VS-L302

ISOLATION VALVE

PLANTING NOTES:

1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.

2. EVALUATE EXISTING SITE CONDITIONS AND REMEDY AS REQUIRED TO

PROVIDE FOR HEALTHY PLANT GROWTH AND MITIGATE UNSIGHTLY

CONDITIONS.

3. RE-GRADE, PREPARE SOIL AND PLANT ALL AREAS DISTURBED BY

CONSTRUCTION ACTIVITY. PLANT PER PLANTING PLAN. FOR DISTURBANCES

BEYOND PLAN, MATCH EXISTING PLANTS AND ACCESSORIES. SOD EXISTING

IRRIGATED TURF AND SEED ALL OTHER DISTURBANCES. A DISTURBED AREA

SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING,

DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR

ANY OTHER FORM OF EXCAVATION, COMPACTION, OR TRAFFIC RESULTS IN

THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDCOVER OR GRADE.

PROVIDE SMOOTH AND CLEAN TRANSITION BETWEEN EXISTING AND

DISTURBANCES. IRRIGATION DISTURBANCE AREAS ARE CONCEPTUAL,

COORDINATE ACTUAL.

4. CONTRACTOR SHALL COLLECT A SAMPLE OF EXISTING AND ANY REQUIRED

SUPPLEMENTAL IMPORTED TOPSOIL, CLEAN IT OF ALL EXTRANEOUS DEBRIS,

AND SUBMIT IT TO AN AUTHORIZED SOILS TESTING AGENCY TO DETERMINE

ADDITIONAL SOIL AMENDMENTS (ORGANIC, INORGANIC, FERTILIZERS) THAT

ARE REQUIRED FOR OPTIMUM SUITABILITY FOR PLANTING USE. THE

CONTRACTOR SHALL SUBMIT A COPY OF THE OFFICIAL TEST RESULTS TO

THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL OBTAIN AND

INCORPORATE ALL SUPPLEMENTAL SOIL AMENDMENTS DEEMED NECESSARY

BY THE LANDSCAPE ARCHITECT.

5. PRIOR TO TOPSOIL PLACEMENT, TILL SUBGRADE TO 6" AND APPLY SOIL

AMENDMENTS AS RECOMMENDED FROM SOIL TESTING AGENCY INTO TOP 2"

OF SUBGRADE. REMOVE SOIL OR ROCKS GREATER THAN 2". SPREAD AND

MIX UNAMENDED SOIL WITH SOIL AMENDMENTS (EXCEPT COMPOST &

FERTILIZER) IN 6" LIFTS. COMPACT TO 75-82% OF MAX. STANDARD PROCTOR.

APPLY FERTILIZER NO MORE THAN 7 DAYS BEFORE PLANTING. DO NOT

APPLY MATERIALS OR TILL IF EXISTING SOIL OR SUBGRADE IS FROZEN,

MUDDY, OR EXCESSIVELY WET. FINISH GRADE SOIL TO SMOOTH, UNIFORM

SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE WITHOUT

DEPRESSIONS OR RIDGES.

6. SEE PLANTER DETAILS FOR DEPTH OF TOPSOIL. AT PAVING IN

SHRUB/PLANTER AREAS BRING FULL TOPSOIL DEPTH TO WITHIN 3" OF FINISH

GRADE TO ALLOW FOR MULCH. COORDINATE TOPSOIL INSTALLATION WITH

OTHER TRADES. CONTRACTOR SHALL VERIFY CHARACTERISTICS OF

TOPSOIL TO BE INSTALLED AND AMEND AS REQUIRED TO GET PROPER

CHARACTERISTICS AND DEPTH.

7. ALL PLANT MATERIAL SHALL RECEIVE ADEQUATE AMOUNT OF WATER TO

MEET WATERING REQUIREMENTS SUPPLIED BY AN AUTOMATIC

UNDERGROUND IRRIGATION SYSTEM UNLESS NOTED OTHERWISE. SEE

PERFORMANCE IRRIGATION PLAN AND NOTES. PRIOR TO PLANTING,

IRRIGATION SYSTEM SHALL BE INSTALLED AND FULLY OPERATIONAL AND

PLANTING AREAS THOROUGHLY SOAKED. COORDINATE WITH IRRIGATION

CONTRACTOR.

8. INSTALL PLANTINGS AND ACCESSORIES AS DETAILED.

9. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL FOR 3 MONTHS FROM

PLANTING DATE.

TREE, SHRUB, & PERENNIAL:

1. PRIOR TO PLANTING INSTALLATION, CONTRACTOR TO CONTACT ARCHITECT

FOR PLANT INSPECTION AND PLANT LAYOUT PRIOR TO DIGGING PLANTING

HOLES.

2. ALL PLANT MATERIAL SHALL BE INSTALLED AS DETAILED AND CONFORM TO

THE CURRENT AMERICAN HORTICULTURE INDUSTRY ASSOCIATION

AMERICAN STANDARD FOR NURSERY STOCK.

3. CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. THE ILLUSTRATED

LOCATION SHALL DICTATE COUNT.

4. NO PLANT SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT

FROM THE LANDSCAPE ARCHITECT.

5. PROVIDE MULCH IN PLANTER BEDS AS FOLLOWS AND AS DETAILED. SUBMIT

SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL:

C. PERENNIAL (ORNAMENTAL GRASS) BEDS: SOIL PEP MULCH.

D. SHRUB (WOODY GROUNDCOVER) BEDS: SHREDDED HARDWOOD, 12" - 3"

SIZE NATURAL COLOR.

4. FOR COMPACTED AREAS (PREVIOUSLY PAVED/HARDPAN AREAS), SCARIFY

SOILS AS SPECIFIED AND MODIFY PLANTING PIT AS SPECIFIED & DETAILED.

5. IF SUBSOIL CONDITIONS SHOW EVIDENCE OF UNEXPECTED WATER SEEPAGE

OR RETENTION NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND MITIGATE

AS REQUIRED.

6. CONTRACTOR SHALL WARRANTY PLANT MATERIAL FOR 12 MONTHS FROM

PLANTING COMPLETION & AT END OF WARRANTY PERIOD REPLACE PLANTS

MORE THAN 25% DEAD OR IN UNHEALTHY CONDITION. FOR REPLACED PLANT

MATERIAL, AN EXTENDED 12 MONTH WARRANTY TO BE PROVIDED.

IRRIGATION LEGEND:

SYMBOL DESCRIPTION SIZE MANUF. MODEL NUMBER

SLEEVE 4" MIN. SCHED 40 PVC

* DENOTES MODEL OR APPROVED EQUAL

IRR MAIN LINE MATCH EXISTING MATCH EXISTING

ISOLATION GATE VALVE LINE SIZE NIBCO* TI-8*

DRIP: POINT-SOURCE EMITTERS - PLANTER AREAS

POINT-SOURCE EMITTERS 2.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 18, 2025.