A06_40648417_GRTE_Roy_Chambers_Rehab_Final_CD_STAMPED.pdf

JACKSON22

KELLY

GROS VENTRE

AIRPORT

V.C. HQ.&

MOOSE

LIZARD

CREEK

COLTER BAY

VILLAGE V.C.

MORAN

JUNCTION

JACKSON

LAKE

LODGE

MT. MORAN

SOUTH TETON

MT. HUNT

GRAND

TETON

MIDDLE

TETON

MT.

OWEN

JENNY

LAKE

SN

AK

E

RIV

ER

SIGNAL

MT.

JOHN D.

ROCKEFELLER, JR.

MEMORIAL

PARKWAY

TO ROCK SPRINGS

TO

IDAHO FALLS,

IDAHO

TO

WEST THUMB,

YELLOWSTONE

NATIONAL

PARK

TO

DUBOIS

LOWER

SLIDE

LAKE

EMMA

MATILDA

LAKE

TWO OCEAN

LAKE

TETON

VILLAGE

WILSON

JACKSON

LAKE

TARGHEE

NATIONAL

FOREST

TETON

NATIONAL

FOREST

BRIDGER-TETON

NATIONAL

FOREST

JENNY

LAKE

LEIGH

LAKE

20 14

POWELL

CODY

ST. ANTHONY

REXBURG

RIGBY ID

A

H O

W Y

O M

IN

G

MONTANA

WYOMING

LANDER

JACKSON

MONTANA

IDAHO

GRAND TETON

NATIONAL PARK

YELLOWSTONE

NATIONAL PARK

JOHN D. ROCKEFELLER,JR.

MEMORIAL PARKWAY

212 310

CAMPGROUND

PICNIC AREA

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

RIVER

HQ.

V.C.

STATE LINE

UNPAVED ROAD

PAVED ROAD

PARK BOUNDARY

LEGEND

GRAND TETON NATIONAL PARK

SCALE OF KILOMETERS

2 0 2 64 8

SCALE OF MILES

22 0 4 6

STATE

NATIONAL PARK SERVICE

REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

187617

TETON WY

DRAWING NO.

ROY CHAMBERS REHABILITATION DESIGN

PHASE II - REHABILITATION

FINAL CONSTRUCTION DOCUMENTS

INTERMOUNTAIN

GRAND TETON NATIONAL PARK

136-

& JOHN D. ROCKEFELLER MEMORIAL PARKWAY

THIS PROJECT

APPROVED:

RECOMMENDED:

Superintendent

Project Manager

Date

Date

PMIS/PKG NO.

SHEET

OF

228830H

GROS VENTRE ROAD

ROY CHAMBERS REHAB.

1 77

SHEET

NO SUB SHEET NO TITLE OF SHEET

1 COVER

2 G0.1 SYMBOLS & ABBREVIATIONS

3 C1.0 CIVIL LEGEND, ABBREVIATIONS, & GENERAL NOTES

4 C2.0 SITE PLAN OVERVIEW & NOTES

5 C3.0 SITE DEMOLITION PLAN

6 C4.0 COMBINED SITE IMPROVEMENT PLAN

7 C4.1 NORTHERN SITE IMPROVEMENT PLAN

8 C4.2 SOUTHERN SITE IMPROVEMENT PLAN

9 C5.0 UTILITY PLAN

10 C6.0 GRADING PLAN

11 C6.1 LAYOUT POINT TABLES

12 C7.0 CIVIL DETAILS

13 C7.1 CIVIL DETAILS

14 C7.2 SEPTIC DETAILS

15 C7.3 SEPTIC DETAILS

16 C7.4 CIVIL DETAILS

17 C7.5 CIVIL DETAILS

18 C7.6 CONCRETE ABA RAMP DETAIL

19 D2.1 MAIN RESIDENCE DEMOLITION PLANS

20 D2.2 GARAGE & BUNKHOUSE DEMOLITION PLANS

21 D3.1 MAIN RESIDENCE DEMOLITION ELEVATIONS

22 D3.2 GARAGE DEMOLITION ELEVATIONS

23 D3.3 BUNKHOUSE DEMOLITION ELEVATIONS

24 A2.1 MAIN RESIDENCE FLOOR PLANS

25 A2.2 MAIN RESIDENCE FLOOR PLANS

26 A2.3 GARAGE & BUNKHOUSE FLOOR PLANS

27 A3.1 MAIN RESIDENCE EXTERIOR ELEVATIONS

28 A3.2 GARAGE EXTERIOR ELEVATIONS

29 A3.3 BUNKHOUSE EXTERIOR ELEVATIONS

30 A4.1 MAIN RESIDENCE SECTIONS

31 A4.2 GARAGE & BUNKHOUSE SECTIONS

32 A4.3 MAIN RESIDENCE WALL SECTIONS

33 A4.4 GARAGE & BUNKHOUSE WALL SECTIONS

34 A5.1 WALL TYPES & FINISH SCHEDULE

35 A5.2 DOOR SCHEDULE

36 A5.3 WINDOW SCHEDULE

37 A5.4 CASEWORK SCHEDULE & DETAILS

38 A6.1 39 A6.2

40 A7.1 MAIN RESIDENCE REFLECTED CEILING PLANS

41 A7.2 GARAGE & BUNKHOUSE REFLECTED CEILING PLANS

42 S0.1 STRUCTURAL GENERAL NOTES

43 S0.2 STRUCTURAL ABBREVIATIONS & LEGEND

44 S2.1 MAIN HOUSE NEW FLOOR FRAMING PLAN

45 S2.2 MAIN HOUSE NEW ROOF FRAMING PLAN

46 S2.3 BUNKHOUSE NEW ROOF FRAMING PLAN

47 S2.4 GARAGE NEW FOUNDATION PLAN

48 S2.5 GARAGE NEW ROOF FRAMING PLAN

49 S5.2 STRUCTURAL FOUNDATION DETAILS

50 S5.3 STRUCTURAL FRAMING DETAILS

51 S5.4 STRUCTURAL ROOF FRAMING DETAILS

52 S5.5 STRUCTURAL SHEAR WALL DETAILS

53 M0.0 MECHANICAL COVER SHEET

54 M1.1 MECHANICAL PLANS

55 M1.2 MECHANICAL PLANS

56 P0.0 PLUMBING COVER SHEET

57 P0.1 PLUMBING SCHEDULES

58 PD1.1 PLUMBING DEMOLITION PLANS

59 P1.1 PLUMBING PLANS

60 P1.2 PLUMBING PLANS

61 P1.3 PLUMBING PLANS

62 P5.0 PLUMBING DETAILS

63 E0.0 ELECTRICAL COVER SHEET

64 ED1.1 ELECTRICAL DEMOLITION PLANS

65 ED1.2 ELCTRICAL DEMOLITION PLANS II

66 E1.0 ELECTRICAL SITE PLAN

67 E1.1 ELECTRICAL POWER PLANS

68 E1.2 ELECTRICAL POWER PLANS

69 E1.3 ELECTRICAL POWER PLANS

70 E2.1 ELECTRICAL LIGHTING PLANS

71 E2.2 ELECTRICAL LIGHTING PLANS

72 E2.3 ELECTRICAL LIGHTING PLANS

73 E5.0 ELECTRICAL DETAILS

74 E6.0 ELECTRICAL SCHEDULES

75 E6.1 ELECTRICAL SCHEDULES

76 FP1.0 FIRE PROTECTION

77 FP2.0 FIRE PROTECTION PLANS

10.27.2023

CIVIL DETAILS

& DETAILS

, FINISH, AND APPLIANCE SCHEDULE

SCALE OF MILES

20 0 20

SHEET INDEX

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

MAIN RESIDENCE

GARAGE & BUNKHOUSE

II

P:

\23

7.0

0\D ra wi ng s & M od els

\A uto

CA

D\

G0 .1.

dw g

O ct

, 2

3 -

:17 am

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

187617

J SCHMITZ

J SCHMITZ

D JOHNSON

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830HG0.1

SYMBOLS AND

ABBREVIATIONS

AB ANCHOR BOLT

ABV ABOVE

A/C AIR CONDITIONING

ACT ACOUSTIC CEILING TILE

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

AWN AWNING

B/ BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM OR BENCHMARK

BRG BEARING

BTWN BETWEEN

BUR BUILT-UP ROOF

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CG CORNERGUARD

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

CTOP COUNTERTOP

D DEEP

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIM(S) DIMENSIONS

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EC EXISTING COLUMN

EJ EXPANSION JOINT

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFL FINISH FLOOR LEVEL

FIN FINISH

FIX'T FIXTURE

FLR FLOOR

FND FOUNDATION

FR FRAME

FRMG FRAMING

FT FEET/FOOT OR FIRE TREATED

FTNG FOOTING

FRP FIBERGLASS REINFORCED PANEL

GA GAUGE OR GAGE

GALV GALVANIZED

GB GYPSUM BOARD

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HANDICAP

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HTD HEATED

HVAC HEATING/VENTILATION & AIR CONDITIONING

ID INSIDE DIAMETER

INFO INFORMATION

ISO INSOCYANURATE

INSUL INSULATE/ INSULATION

INT INTERIOR

INV INVERT

JT JOINT

J-BOX JUNCTION BOX

KIT KITCHEN

L LONG/ LENGTH

LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LT LIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N NORTH

(N) NEW

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER OR OVERFLOW DRAIN

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OVHD OVERHEAD

PL PLATE

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLY POLYESTER OR POLYOLEFIN

PSF POUNDS PER SQUARE FOOT

PSI POUND PER SQUARE INCH

PT PRESSURE TREATED OR POINT

PVMT PAVEMENT

PVT PRIVATE

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RD ROOF DRAIN

RECY RECYCLE(D)

REF REFERENCE

REFRIG REFRIGERATOR

REINF REINFORCE(D)

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RESTROOM

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SFRM SPRAY-APPLIED FIRE RESISTANT MATERIAL

SGL SINGLE

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SPECS SPECIFICATIONS

SOD SLAB ON DECK

SOG SLAB ON GRADE

SOH SAME OPPOSITE HAND

SS STAINLESS STEEL

ST STONE TILE

STND STANDARD

STL STEEL

STRUCT STRUCTURAL

TEL TELEPHONE

TEMP TEMPERED

THK THICK

THRESH THRESHOLD

T.A. TOP OF

TOBM TOP OF BEAM

T.A.P. TOP OF PLATE

T.O.S TOP OF STEEL

T/ TOP OF

T&G TONGUE AND GROOVE

TRANS TRANSOM

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VENEER PLASTER

VR VAPOR RETARDER

VRF VARIABLE REFRIGERANT FLOW

VT VINYL TILE

VWC VINYL WALL TILE

W WIDE OR WEST

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WALL GUARD

WH WATER HEATER

W/IN WITHIN

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

# NUMBER OR POUND

@ AT

EXPLANATION OF SYMBOLS

ARCHITECTURAL ABBREVIATIONS

DOOR NUMBER

ROOM NUMBER

INTERIOR ELEVATION

GRID LINE

ELEVATION

ELEVATION

A6.14

DETAIL

WALL TYPEW1

STRUCTURALOWNER

PROJECT TEAM

CIVIL

DJ&A

2000 MAPLE STREET

MISSOULA, MT 59808

406.721.4320

DJ&A

2000 MAPLE STREET

MISSOULA, MT 59808

406.721.4320

GRAND TETON NATIONAL PARK

NATIONAL PARK SERVICE

DEPARTMENT OF THE INTERIOR

P.O. BOX 170

MOOSE, WY 83012

307.739.3399

MAIN FLOOR

F.F.L. = 0'-0"

BUILDING SECTION

DEMOLITION

KEYNOTE

001.1

A5.1

A9.1 WALL SECTION

A4.1

A9.1

1 KEYNOTE

ROOM NAME

POSITION ON

SHEET

SHEET OF

ORIGIN

DETAIL NAME /

DESCRIPTION

SCALE

ARCHITECT

MECH/ELEC/PLUMB

A&E DESIGN

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

406.721.5643

ASSOCIATED CONSTRUCTION

ENGINEERING, INC.

12 N BROADWAY

BELGRADE, MT 59714

406.388.3320

IN-KIND: NEW MATERIALS INDICATED TO MATCH IN-KIND SHALL REPLICATE EXACTLY, IN EVERY REGARD, THE ORIGINAL DETAIL, MATERIAL, TYPE, & FINISH OF ELEMENT TO BE REPLACED AS DETERMINED BY THE ARCHITECT.

TYPICAL (TYP.): AS USED IN THESE DOCUMENTS SHALL MEAN THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL

SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

ALIGN: SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. CONTRACTOR SHALL COORDINATE ALL

WORK NECESSARY TO ACHIEVE SAME.

DEFINITIONS

1. EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH FIELD VERIFICATION. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS BEFORE CONSTRUCTION / ORDERING / INSTALLATION & NOTIFY ARCHITECT IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS. NOTE THAT PHASE I OF THIS PROJECT INVOLVED MOVEMENT OF THE BUILDING OFF OF AND BACK ONTO ITS FOUNDATION AND RESULTANT

MOVEMENT MAY HAVE OCCURRED.

2. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR SHALL USE QUALITY, ACCEPTABLE STANDARD CONSTRUCTION PRACTICES & TECHNIQUES COMPATIBLE WITH THE HISTORIC

CHARACTER OF THE BUILDING.

3. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT VERSIONS OF ALL APPLICABLE STANDARDS & REGULATIONS AS PRESCRIBED BY THE STATE OF WYOMING, BUT NOT LIMITED TO, 2021 INTERNATIONAL FIRE CODE 2021 INTERNATIONAL BUILDING CODE, 2021 INTERNATIONAL FUEL & GAS CODE, 2021 INTERNATIONAL MECHANICAL CODE, 2021 INTERNATIONAL EXISTING BUILDING CODE, 2020 NATIONAL ELECTRICAL CODE, SECRETARY OF THE INTERIOR'S STANDARDS FOR TREATMENT OF HISTORIC PROPERTIES, NATIONAL HISTORIC PRESERVATION ACT OF 1966, CURRENT ARCHITECTURAL BARRIERS ACT & STANDARDS FOR ACCESSIBILITY, CURRENT NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS FOR LIFE SAFETY SYSTEMS, CURRENT NFPA 101 STANDARDS, CURRENT AMERICAN NATIONAL STANDARDS INDICATED OR APPLICABLE TO THE WORK, & ANY APPLICABLE LOCAL CODES OR REGULATIONS.

4. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF ACCURATE AS-BUILTS INFORMATION.

5. DO NOT SCALE FROM DRAWINGS. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE ARCHITECT

IMMEDIATELY FOR WRITTEN CLARIFICATION.

GENERAL PROJECT NOTES

THE CONTRACTOR SHALL PROTECT HISTORIC AND EXISTING FABRIC THROUGHOUT THE CONSTRUCTION, TYPICAL OF BUILDINGS AND SITE. THE ROY CHAMBERS HOUSE IS RECOGNIZED ON THE NATIONAL REGISTER OF HISTORIC PLACES AS PART OF THE MORMON ROW HISTORIC DISTRICT. THE GROUNDS AND STRUCTURES WITHIN THE SITE NOT SPECIFICALLY CALLED OUT FOR WORK IN THESE DOCUMENTS SHALL BE PROTECTED FROM DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE EXECUTION OF THIS CONTRACT, TO THE SATISFACTION OF THE ARCHITECT AND OWNER WITHOUT ADDITIONAL COMPENSATION. EACH EMPLOYEE OF THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE INFORMED OF THE HISTORIC NATURE OF THE BUILDING AND MADE RESPONSIBLE FOR THE PROTECTION OF BUILDINGS ARTIFACTS, FOUND OBJECTS, AND OTHER "COLLECTABLE" ITEMS UNCOVERED DURING THE WORK. THESE ITEMS ARE THE PROPERTY OF THE OWNER, AND AS SUCH, ARE VALUABLE. NO SUCH PROPERTY SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR, CONTRACTOR'S EMPLOYEES, OR SUBCONTRACTORS.

IF ANY CULTURAL MATERIALS ARE DISCOVERED DURING CONSTRUCTION, WORK IN THE AREA SHALL HALT IMMEDIATELY.

THE NPS MUST BE CONTACTED AND THE MATERIALS EVALUATED BY AN ARCHAEOLOGIST OR HISTORIAN MEETING THE SECRETARY OF INTERIOR'S PROFESSIONAL QUALIFICATION STANDARDS (48 FR 22716, SEPT. 1983).

HISTORICAL NOTE

SHEET WHERE

DETAIL APPEARS

1 DRAWING NAME

A1.1 : A2.1 1/4" = 1' - 0"

/08

/23

:12 K

YL

E

R

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2.3

3 G

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DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CIVIL LEGEND, ABBREVIATIONS,

& GENERAL NOTES

187617

3 77

K. DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830HC1.0

AC ASBESTOS CONCRETE

AC ALUMINUM CAP

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BLUE CAP

C.I. CAST IRON

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO SEWER CLEANOUT

CONC CONCRETE

CORP CORPORATION

CP CONTROL POINT

CPP CORRUGATED PLASTIC PIPE

DI DUCTILE IRON

DIA. DIAMETER

DR DIMENSION RATIO

E EASTING

EA EACH

EG EXISTING GROUND

EJIW EAST JORDAN IRON WORKS

ELEC ELECTRICAL

ELEV. ELEVATION

ETC ET CETERA

F.F. FINISH FLOOR ELEVATION

FG FINISH GROUND

FL FLANGE

FLG FLANGE

FND FOUND

GPS GLOBAL POSITIONING SYSTEM

HDPE HIGH DENSITY POLYETHYLENE

HQ HEADQUARTERS

I.D. INSIDE DIAMETER/DIMENSION

I.E. INVERT ELEVATION

INV. INVERT

L ARC LENGTH

LF LINEAR FEET

ABBREVIATIONS GENERAL NOTES

1. THE EXISTING SITE SHOWN HAS BEEN CREATED USING EXISTING INFORMATION, NPS PROVIDED LIDAR DATA AND AS-BUILT DRAWINGS. ALL UTILITIES AND

EXISTING GROUND ELEVATIONS MAY NOT BE SHOWN AND THOSE WHICH ARE SHOWN MAY NOT BE SHOWN ACCURATELY. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING TO DETERMINE AND VERIFY EXACT LOCATIONS, ELEVATIONS AND SIZES OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL NPS AND NON-NPS OWNED UTILITIES. IF ANY EXISTING UTILITY IS DAMAGED DURING CONSTRUCTION, CONTACT AND COORDINATE WITH THE UTILITY PROVIDER IMMEDIATELY, REPAIR OR REPLACE THE DAMAGED EXISTING UTILITY PER THE UTILITY PROVIDER'S

RECOMMENDATIONS AND REQUIREMENTS AT NO COST TO NPS.

2. MATERIAL STAGING REQUIREMENTS TO BE DECIDED BY CONTRACTING OFFICER. MATERIAL STAGING LOCATION IDENTIFIED ON SHEET C2.0.

3. THE CONTRACTOR SHALL REVIEW THE SITE PLANS AND DETERMINE THE CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, BOULDERS, SIDEWALKS, CULVERTS, UTILITIES AND OTHER SITE IMPROVEMENTS AND MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BID. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION DRAWINGS.

4. CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND

STATE OF WYOMING REGULATIONS.

5. THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS UNLESS APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK.

6. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AS SPECIFIED IN SECTION 01 57 23. THE CONTRACTOR SHALL NOT INTRODUCE OR TRANSPORT EXOTIC AND NON-NATIVE PLANTS INTO THE PARK. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ROADSIDE DITCHES, SWALES AND PREVENT EROSION THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL SCHEDULE EQUIPMENT INSPECTION WITH NPS PRIOR TO BRINGING ANY CONSTRUCTION EQUIPMENT INTO THE PARK.

7. STRIP TOPSOIL AND STOCKPILE FOR REPLACEMENT IN ALL AREAS OF EXCAVATION AND DISTURBANCE.

8. RESTORE ALL SURFACES DISTURBED AS SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS.

9. CONTRACTOR IS RESPONSIBLE FOR ALL ASBESTOS-CONTAINING MATERIAL (ACM), LEAD-BASED PAINT AND REGULATED BUILDING MATERIAL REMEDIATION PRESENT ON THIS PROJECT SITE. AN ASBESTOS, REGULATED BUILDING MATERIALS, AND LEAD ASSESSMENT REPORT WAS COMPLETED IN 2023 AND IS AVAILABLE THROUGH THE CONTRACTING OFFICER. CONTRACTOR TO FOLLOW GUIDANCE/REQUIREMENTS OUTLINED IN REPORT AND SPEC SECTION 01 35

43, 02 81 00 AND 02 82 13.

PLAN FOOTNOTE REFERENCE5

DETAIL NOTEA

C2 NTS

DETAIL SHEET REFERENCE

A

C2

PLAN SHEET TO DETAIL SHEET REFERENCEXXXXXX

SECTION OR DETAIL IDENTIFICATION SYMBOLS

A C2

SECTION

A C2

SECTION VIEW ELEVATION VIEW LOCATION

SECTION VIEW PLAN VIEW LOCATION

MAX. MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIL ONE-THOUSANDTH OF AN INCH

MIN. MINIMUM

MJ MECHANICAL JOINT

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N NORTHING

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

O.D. OUTSIDE DIAMETER

O.S.H.A OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

P&P PLAN & PROFILE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RTK REAL TIME KINEMATIC (SURVEY TYPE)

RV RECREATIONAL VEHICLE / CAMPER

SCH SCHEDULE

SDR STANDARD DIAMETER RATIO

SPEC. SPECIFICATIONS

SRVC. SERVICE

STA. STATION

SWPPP STORM WATER POLLUTION PREVENTION PLAN

TBD TO BE DETERMINED

T.O.P. TOP OF PIPE

TYP TYPICAL

US UNITED STATES OF AMERICA

W WEST

W/ WITH

W/O WITHOUT

WY WYOMING

LEGEND - EXISTING SYMBOLSLEGEND - PROPOSED

PROPOSED MAJOR CONTOUR

PROPOSED EDGE OF ROAD - (GRAVEL)

PROPOSED MINOR CONTOUR

PROPOSED LIMITS OF DISTURBANCE

PROPOSED UNDERGROUND ELECTRIC

PROPOSED CENTER OF ROAD

PROPOSED CONCEPTUAL PARKING STALLS

E E E x x x

EXISTING MAJOR CONTOUR

EXISTING EDGE OF ROAD - (ASPHALT)

EXISTING FENCE

EDGE OF WATER

POWER POLE

PLANT/TREE

EXISTING MINOR CONTOUR

EXISTING ROAD - SHOULDER

SIDEWALK/CONCRETE SLAB

ROAD - GRAVEL

EXISTING CENTER OF ROAD

ROAD - PULLOUT DRIVE

TRAIL

SIGN

GATE POST

BOLLARD

ABA WARNING PANEL

ABA PARKING STALL

NATURAL ROCK

EXISTING ROAD STRIPING PROPOSED OVERHEAD ELECTRIC

OH OH OH

PROPOSED SANITARY SEWERSS

PROPOSED DOMESTIC WATER

W

PROPOSED PATHWAY/CONCRETE SLAB

PROPOSED EDGE OF PARKING LOT (GRAVEL)

PROPOSED JACK LEG FENCE

PROPOSED WOOD SWING GATE ~ ~ ~ ~ ~ ~

SEWER CLEANOUT

ELECTRICAL METER

ELECTRICAL TRANSFORMERE

EM

WATER WELLW

PROPOSED CONCRETE

PROPOSED GRAVEL PARKING

PROPOSED AGGREGATE PATHWAY

TIMBER BARRIER

N:\Potential\23074 Roy Chambers\GIS\Data\Exports\Data\RoyChambers_Imagery_20230418.tiff

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K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C2.0

GENERAL NOTES:

1) CONTRACTOR MUST SUBMIT A TRAVEL CONTROL PLAN AND HAUL ROUTE TO THE CONTRACTING OFFICER

PRIOR TO BEGINNING WORK. PLAN SHALL INCLUDE A MAP DEPICTING THE ANTICIPATED HAUL ROUTES AND

COMPLIANCE WITH LEGAL LOAD RESTRICTIONS. SUBMIT PLAN AT LEAST 15 DAYS PRIOR TO HAULING

MATERIALS.

2) CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN, DEPENDENT UPON THE PHASING OF THE PROJECT.

3) STAGING OF MATERIALS AND EQUIPMENT TO TAKE PLACE ONSITE WITHIN DISTURBANCE LIMITS.

4) ADDITIONAL/OTHER STAGING AREAS MAY BE APPROVED BY THE CONTRACTING OFFICER.

5) CONTRACTOR TO FIX ALL STAGING SITE DISTURBANCE TO EXISTING CONDITIONS OR BETTER.

SITE PLAN OVERVIEW

JENNY LAKE

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100 0 100 200

SCALE OF FEET

NOT TO SCALE

MORMON ROW

DISTRICT

JACKSON HOLE

AIRPORT

PROJECT SITE

MORMON ROW ROAD

EXISTING CREEK,

EXTENTS

APPROXIMATED

MORMON ROW

ROAD

GROS VENTURE

ROAD

TETON PARK

ROAD

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POTENTIAL

STAGING AREA

EXISTING DEPRESSIONS TO

BE BLOCKED AND

PERMANENTLY ABANDONED

10.27.2023

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SITE DEMOLITION PLAN

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K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C3.0

20 0 20 40

SCALE OF FEET

SITE DEMOLITION PLAN

EXISTING UTILITY REMOVALS: REMOVE EXISTING NONOPERATIONAL UTILITY

APPURTENANCES ABOVE GRADE AND ABANDON IN PLACE NONOPERATIONAL UTILITY

LINES BELOW GRADE, AS DIRECTED IN THE FIELD BY THE CONTRACTING OFFICER'S

REPRESENTATIVE. PROTECT EXISTING OPERATIONAL UTILITIES IN PLACE. BACKFILL

AND COMPACT EXCAVATED AREA OUTSIDE THE ABANDONED UTILITY APPURTENANCES

WITH NATIVE MATERIAL SALVAGED FROM EXCAVATION OR IMPORT FILL MATERIAL

MEETING REQUIREMENTS IN THE PROJECT SPECIFICATIONS.

HAUL OF OFFSITE: ALL REMOVED MATERIAL REQUIRED DURING DEMOLITION, SHALL BE

HAULED OFF-SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL LAWS.

EXISTING TREES/STUMPS: TO BE PROTECTED IN PLACE, UNLESS OTHERWISE SHOWN

IN THE PLANS.

EXISTING BUILDINGS: TO BE PROTECTED IN PLACE, CONTRACTOR TO REFER TO

ARCHITECTURAL PLANS FOR DIRECTION OF REHABILITATION OF EXISTING BUILDINGS.

THIS WILL INCLUDE SELECTIVE REMOVAL AND REPLACEMENT/DEMOLITION.

EXISTING WOOD CLOTHES LINE: CONTRACTOR TO EXERCISE CARE WHEN REMOVING,

STORING AND REPLACING THIS HISTORICAL FEATURE. REFER TO STRUCTURAL FOR

CLOTHES LINE IMPROVEMENT DETAILS.

SEWER SERVICE: LOCATION, TYPE AND DEPTH OF EXISTING SEWER SERVICE PIPING

AND ANY ONSITE COLLECTION/TREATMENT SYSTEM IS UNKNOWN. BASED ON AGE OF

BUILDING, SITE MAY CONTAIN A CESSPIT, STATUS UNKNOWN. ABANDON IN PLACE.

NOTIFY CO IF DISCOVERED AND LOCATED.

DEMOLITION GENERAL NOTES:

1. CONTRACTOR SHALL NOT ENTER THE DITCH CREEK WETTED PERIMETER

UNDER ANY CIRCUMSTANCES WITH ANY EQUIPMENT.

2. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL (BOTH VEHICULAR

AND PEDESTRIAN TRAFFIC CONTROL), WHEN WORK IMPEDES ON EXISTING

ROADS AND TRAILS. MAINTAIN VEHICULAR ACCESS ON ALL ROADS ADJACENT

TO THE PROJECT SITE FOR USE BY NPS AND THE PUBLIC.

3. ANY EXCAVATION REQUIRED FOR DEMOLITION IS TO BE KEPT TO THE MINIMUM

EXTENTS POSSIBLE AND AVOIDED IF POSSIBLE. ANY EXCAVATION SHALL BE

COORDINATED AND APPROVED BY THE CONTRACTING OFFICER AND NPS

PRIOR TO EXECUTION.

4. CONTRACTOR TO UTILITY "CALL BEFORE YOU DIG", THERE IS POTENTIAL FOR

SEWER, WATER AND ELECTRICAL UTILITIES WITHIN THE PROJECT AREA,

HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTING

CONDITIONS IN AREAS OF CONSTRUCTION.

5. SURVEY DATA WAS NOT COLLECTED FOR THIS PROJECT, EXISTING FEATURES

SHOWN ARE BASED ON FIELD DATA, SITE IMAGES AND GOOGLE EARTH. SITE

CONDITIONS MAY VARY FROM WHAT IS SHOWN ON PLAN SHEETS.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS.

6. IF THE CONTRACTOR DISCOVERS THAT AN EXISTING SITE FEATURE EXISTS

THAT DOES NOT APPEAR ON THESE PLANS. THE CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER ON THE APPROPRIATE

COURSE OF ACTION.

7. EXISTING UTILITIES TO BE ABANDONED IN PLACE, WILL NEED TO BE REMOVED

A MINIMUM OF 2' BACK FROM EXTERIOR OF NEW FOUNDATION LIMITS. IF THE

CONTRACTOR DISCOVERS A UTILITY LINE THAT WAS UNPLANNED FOR,

CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER ON ACTION TO

TAKE PRIOR TO COMPLETING ANY FURTHER WORK.

8. CONTRACTOR TO RE-SEED ALL DISTURBED AREAS IN COORDINATION WITH

NPS.

LEGEND

DEMOLITION FOOTNOTES:

EXISTING GRAVEL AREA TO BE PROTECTED IN PLACE.

EXISTING BUNKHOUSE,

PROTECT IN PLACE

EXISTING GARAGE,

PROTECT IN PLACE

EXISTING GRAVEL

DRIVE/PARKING,

PROTECT IN PLACE

EXISTING HOUSE WITH

CELLAR DOOR, PROTECT

IN PLACE

EXISTING TREE,

PROTECT IN

PLACE, TYP.

EXISTING WOOD CLOTHES

LINE, PROTECT IN PLACE

EXISTING WINDMILL,

PROTECT IN PLACE

EXISTING CONCRETE

CISTERN, PROTECT IN

PLACE

EXISTING ABANDONED

DRAINAGE DITCH,

PROTECT IN PLACE

EXISTING DRAINAGE

DITCH, PROTECT IN

PLACE

APPROXIMATE LOCATION

OF EXISTING OVERHEAD

POWER POLE

EXISTING

CONTOURS, TYP.

M O

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A

D

EXISTING

CONTOURS, TYP.

D

C

UNKNOWN SEWER

COLLECTION

APPURTENANCES

EXISTING TREES,

PROTECT IN

PLACE, TYP.

3B

A

7.0

PROTECT EXISTING CLOTHES LINE

A

PROTECT EXISTING TREES

B

PROTECT EXISTING

CISTERN AND COMPONENT

C

PROTECT EXISTING DITCH

D

DISTURBANCE

LIMITS, TYP.

EXISTING DITCH TO BE

FILLED IN KEY LOCATIONS,

SEE SITE PLAN

EXISTING

HOUSE

EXISTING

GARAGE

EXISTING

BUILDING

APPROX. PERIMETER

CONSTRUCTION FENCING

BY CONTRACTOR, TYP.

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K.DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C4.0

20 0 20 40

SCALE OF FEET

COMBINED SITE IMPROVEMENT PLAN

SITE IMPROVEMENT GENERAL NOTES:

1. CONTRACTOR WILL NOT ENTER NEARBY CREEK UNDER ANY CIRCUMSTANCES

WITH ANY EQUIPMENT.

2. MORMON ROW ROAD TO BE CLOSED FROM THE GATE (SOUTH OF ROY

CHAMBERS) TO THE DITCH CREEK BRIDGE. NPS TRAFFIC AND VISITOR TRAFFIC

WILL BE PRESENT NORTH OF DITCH CREEK BRIDGE.

3. ANY EXCAVATION REQUIRED FOR DEMOLITION IS TO BE KEPT TO THE MINIMUM

EXTENTS POSSIBLE AND AVOIDED IF POSSIBLE. ANY EXCAVATION SHALL BE

COORDINATED AND APPROVED BY THE CONTRACTING OFFICER AND NPS

PRIOR TO EXECUTION.

4. CONTRACTOR TO UTILITY "CALL BEFORE YOU DIG", THERE ARE NO KNOWN

UTILITIES WITHIN THE PROJECT AREA, HOWEVER THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING THAT NO UTILITIES EXIST IN AREAS OF

CONSTRUCTION.

5. TREE LOCATIONS SHOWN ARE APPROXIMATE, UTILITY AND PATHWAY

ALIGNMENTS MAY NEED TO BE ADJUSTED IN THE FIELD TO NOT BRING HARM

TO THE TREES PRESENT. CONTRACTOR TO AVOID DAMAGING ROOTS OF TREES

PRESENT. IF UNAVOIDABLE, COORDINATE WITH CONTRACTING OFFICER PRIOR

TO DAMAGE OCCURRING.

6. CONTRACTOR TO RE-SEED ALL DISTURBED AREAS IN COORDINATION WITH

NPS.

WELL LOCATION, SEE UTILITY

PLAN, SHEET C5.0

EXISTING WINDMILL TO BE REPAIRED,

SEE STRUCTURAL/ARCHITECTURAL

SHEETS

100' RADIUS, WELL ISOLATION ZONE

ALL EXISTING TREES TO BE

PROTECTED DURING

CONSTRUCTION ACTIVITIES

CONTRACTOR TO TIE PROPOSED GRAVEL

PARKING LOT INTO EXISTING GRAVEL ROAD

SWING GATE, TYP.

POST AND RAIL STYLE FENCE TO AID

IN RE-VEGETATION/VISUAL

SCREENING FOR PROPOSED

PARKING AREA, TYP.

GRAVEL PARKING

LOT, TYP.

DITCH BLOCKS/DITCH

ABANDONMENT

PRIMARY AND SECONDARY

DRAIN FIELD, SEE UTILITY

PLAN, SHEET C5.0

SANITARY SEWER

SYSTEM/LINE,

SEE UTILITY

PLAN, SHEET C5.0

PROTECT IN PLACE WOOD

CLOTHES LINE, CONTRACTOR

TO TAKE GOOD CARE TO

PRESERVE HISTORICAL

FEATURE, SEE STRUCTURAL

STREETS FOR

IMPROVEMENTS

GARAGE

MAIN

HOUSE

BUNK

HOUSE

CONTRACTOR TO ROUTE

CONDUIT TO EXISTING POWER

POLE, WHICH WILL BE UPGRADED

BY THE LOCAL UTILITY COMPANY.

CONTRACTOR TO COORDINATE

WITH LOCAL UTILITY.

TRANSFORMER LOCATION,

SEE UTILITY PLAN /

ELECTRICAL PLAN

EMPTY CONDUIT ROUTE TO

FUTURE EV CHARGER

LOCATION, SEE ELECTRICAL

PLAN

E

7.0

B

7.1

A

7.1

A

7.0

M O

R M

A

D

EXISTING MINIMAL TWO TRACK ROAD TO

HAVE MINIMIZED DISTURBANCE,

CONTRACTOR TO RESTORE TO PRE

CONSTRUCTION CONDITIONS

SEE SHEET C4.1 FOR

NORTHERN SITE

IMPROVEMENTS

SWING GATE, TYP.

POST AND RAIL STYLE FENCE TO AID

IN RE-VEGETATION/VISUAL

SCREENING FOR PROPOSED

PARKING AREA, TYP.

B

7.1

A

7.1

SEE SHEET C4.2 FOR

SOUTHERN SITE

IMPROVEMENTS

C

7.6

DISTURBANCE LIMITS, TYP.

CONTRACTOR TO RESTORE ALL AREAS DISTURBED DUE

TO UTILITY TRENCHING/CONSTRUCTION OPERATIONS

5'

5'

10.16'

18'

3'

5'

5'

R5.00

R5.00

R5.00

R5.00

R5.00

R2.00

6'

7'

R5.00

2.00'

5'

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K.DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C4.1

8 0 8 16

SCALE OF FEET

NORTHERN SITE IMPROVEMENT PLAN

EXISTING DITCH: WHERE THE PROPOSED PATHWAY INTERSECTS THE EXISTING

DITCH, CONTRACTOR TO INFILL THE DITCH WITH EXCESS FILL MATERAIL AND

COMPACT IN ORDER TO ACCOMMODATE THE PATHWAY SECTION. ALL REMAINING

EXTENTS OF THE DITCH ARE TO PROTECT IN PLACED, OR RESTORE TO EXISTING

CONDITIONS.

SITE IMPROVEMENT GENERAL NOTES:

1. CONTRACTOR WILL NOT ENTER NEARBY CREEK UNDER ANY CIRCUMSTANCES

WITH ANY EQUIPMENT.

2. MORMON ROW ROAD TO BE CLOSED FROM THE GATE (SOUTH OF ROY

CHAMBERS) TO THE DITCH CREEK BRIDGE. NPS TRAFFIC AND VISITOR TRAFFIC

WILL BE PRESENT NORTH OF DITCH CREEK BRIDGE.

3. ANY EXCAVATION REQUIRED FOR DEMOLITION IS TO BE KEPT TO THE MINIMUM

EXTENTS POSSIBLE AND AVOIDED IF POSSIBLE. ANY EXCAVATION SHALL BE

COORDINATED AND APPROVED BY THE CONTRACTING OFFICER AND NPS

PRIOR TO EXECUTION.

4. CONTRACTOR TO UTILITY "CALL BEFORE YOU DIG", THERE ARE NO KNOWN

UTILITIES WITHIN THE PROJECT AREA, HOWEVER THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING THAT NO UTILITIES EXIST IN AREAS OF

CONSTRUCTION.

5. UTILITIES SHOWN ARE FOR SCHEMATIC UNDERSTANDING ON THIS SHEET. SEE

SHEET C5.0 FOR UTILITY PLAN AND FURTHER UTILITY DETAIL.

SITE IMPROVEMENT FOOTNOTES:

EXISTING WOOD CLOTHES LINE,

CONTRACTOR TO TAKE GOOD CARE

TO PRESERVE HISTORICAL

FEATURE, SEE STRUCTURAL

STREETS FOR IMPROVEMENTS

GARAGE

MAIN

HOUSE

BUNK

HOUSE

TRANSFORMER LOCATION,

4'X4' CONCRETE PAD TO BE

PROVIDED

AGGREGATE PATHWAY,

TYP.

EXISTING DITCH PROTECT

IN PLACE, UNLESS

OTHERWISE SPECIFIED.

D

7.0

EXISTING TEMP DOOR TO

BE REPLACED

EXISTING CISTERN

CONCRETE, PROTECT IN

PLACE (NONFUNCTIONING)

EXISTING DITCH LINE TO CONTINUE BEYOND GARAGE

TOWARDS DITCH CREEK, PER EXTENTS SHOWN

CONCRETE WALKWAY

WITH EDGE PROTECTION

MATCHLINE - SEE SHEET C4.2

EXISTING WINDMILL TO BE REPAIRED,

SEE STRUCTURAL/ARCHITECTURAL

SHEETS

PROTECT IN PLACE EXISTING

GRAVEL DRAINAGE FEATURE

BIKE RACKS

C

7.5

CONCRETE PATIO

LANDSCAPE WITHIN AREA

TO BE GRADED PER

GRADING PLAN

DIRECTIONS

LANDSCAPE WITHIN AREA

TO BE GRADED PER

GRADING PLAN

DIRECTIONS

F

7.0

A

7.5

CONCRETE

STEPS

CONCRETE STEPS, PER

ARCHITECTURAL

SHEETS, TYP.

A

7.6

22'

9'

TYP.

18'

125.26'

5'

5'

R15

R10

R10

74'

18'

17'

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SOUTHERN

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187617

8 77

K.DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C4.2

8 0 8 16

SCALE OF FEET

SOUTHERN SITE IMPROVEMENT PLAN

POST AND RAIL STYLE FENCE TO AID

IN RE-VEGETATION/VISUAL

SCREENING FOR PROPOSED

PARKING AREA, TYP.

GRAVEL PARKING

LOT, TYP.

EMPTY CONDUIT ROUTE TO

FUTURE EV CHARGER

LOCATION, SEE ELECTRICAL

PLAN

E

7.0

B

7.1

M O

R M

A

D

TIMBER BARRIERS, TYP.

CONCRETE ABA

ACCESS AISLE

D

7.5

ABA STALL SIGN, TYP.

STRIPING WILL ONLY BE PROVIDED FOR

THE CONCRETE ABA STALLS, IN ALL

OTHER CASES LINEWORK CONCEPTUALLY

SHOWS PARKING SPACE PROVIDED.

DETECTABLE WARNING

PANEL

AGGREGATE PATHWAY,

TYP.

D

7.0

EXISTING TREES,

PROTECT IN

PLACE, TYP.

A

7.0

MATCHLINE - SEE SHEET C4.1

SITE IMPROVEMENT GENERAL NOTES:

1. CONTRACTOR WILL NOT ENTER NEARBY CREEK UNDER ANY CIRCUMSTANCES

WITH ANY EQUIPMENT.

2. MORMON ROW ROAD TO BE CLOSED FROM THE GATE (SOUTH OF ROY

CHAMBERS) TO THE DITCH CREEK BRIDGE. NPS TRAFFIC AND VISITOR TRAFFIC

WILL BE PRESENT NORTH OF DITCH CREEK BRIDGE.

3. ANY EXCAVATION REQUIRED FOR DEMOLITION IS TO BE KEPT TO THE MINIMUM

EXTENTS POSSIBLE AND AVOIDED IF POSSIBLE. ANY EXCAVATION SHALL BE

COORDINATED AND APPROVED BY THE CONTRACTING OFFICER AND NPS

PRIOR TO EXECUTION.

4. CONTRACTOR TO UTILITY "CALL BEFORE YOU DIG", THERE ARE NO KNOWN

UTILITIES WITHIN THE PROJECT AREA, HOWEVER THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING THAT NO UTILITIES EXIST IN AREAS OF

CONSTRUCTION.

5. UTILITIES SHOWN ARE FOR SCHEMATIC UNDERSTANDING ON THIS SHEET. SEE

SHEET C5.0 FOR UTILITY PLAN AND FURTHER UTILITY DETAIL.

6. TREE LOCATIONS SHOWN ARE APPROXIMATE, UTILITY AND PATHWAY

ALIGNMENTS MAY NEED TO BE ADJUSTED IN THE FIELD TO NOT BRING HARM

TO THE TREES PRESENT.

CONCRETE ABA

PARKING STALL

B

7.0

SWING GATE, TYP.

A

7.1

50'

53'

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187617

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T.FRANCIS

T.FRANCIS

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C5.0

20 0 20 40

SCALE OF FEET

UTILITY PLAN

POWER LINE TRANSITION: AFTER POWER IS BROUGHT ONTO SITE FROM THE

POWER POLE LOCATED WITHIN THE MORMON ROW ROAD, IT WILL ROUTE TO THE

PROPOSED TRANSFORMER UNDERGROUND. AFTER THE TRANSFORMER, THE

UNDERGROUND LINE WILL CONNECT INTO THE ELECTRICAL METER, WHERE IT WILL

THEN DISPERSE POWER BETWEEN BUILDINGS, SEE ELECTRICAL PLANS.

UTILITY GENERAL NOTES:

1. CONTRACTOR WILL NOT ENTER NEARBY CREEK UNDER ANY CIRCUMSTANCES WITH

ANY EQUIPMENT.

2. MORMON ROW ROAD TO BE CLOSED FROM THE GATE (SOUTH OF ROY CHAMBERS) TO

THE DITCH CREEK BRIDGE. NPS TRAFFIC AND VISITOR TRAFFIC WILL BE PRESENT

NORTH OF DITCH CREEK BRIDGE.

3. ANY EXCAVATION REQUIRED FOR DEMOLITION IS TO BE KEPT TO THE MINIMUM

EXTENTS POSSIBLE AND AVOIDED IF POSSIBLE. ANY EXCAVATION SHALL BE

COORDINATED AND APPROVED BY THE CONTRACTING OFFICER AND NPS PRIOR TO

EXECUTION.

4. CONTRACTOR TO UTILITY "CALL BEFORE YOU DIG", THERE ARE NO KNOWN UTILITIES

WITHIN THE PROJECT AREA, HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR

VERIFYING THAT NO UTILITIES EXIST IN AREAS OF CONSTRUCTION.

5. ALL DAMAGE/DISTURBANCE CAUSED BY CONSTRUCTION WILL BE REPAIRED IN KIND.

6. FOR INFORMATIONAL PURPOSES ONLY: THE WINTERIZATION OF THE WATER SYSTEM

WILL BE ACCOMPLISHED BY ALL WATER SERVICE LINES SLOPING INTO THE MAIN

RESIDENCE CRAWL SPACE. WITHIN THE CRAWL SPACE, SERVICE LINES WILL BE

DRAINED/DIRECTED INTO THE CRAWL SPACE SUMP. SEE MECHANICAL PLANS FOR

INTERIOR DESIGN.

7. CONTRACTOR TO ENSURE MINIMUM 2% SLOPE FOR WATER PIPES AND MINIMUM 2%

SLOPE FOR SEWER PIPES

8. FIRE SERVICE TIE IN LOCATIONS/ELEVATIONS ARE APPROXIMATE, SEE FIRE

PROTECTION PLANS/PLUMBING PLANS FOR CONNECTION DETAILS AND FURTHER

INFORMATION.

UTILITY FOOTNOTES:

SEWER DRAINFIELD

EFFLUENT MIXING ZONE

DRAINFIELD

LATERAL

DRAINFIELD REPLACEMENT

AREA

EFFLUENT TRANSPORT

PIPE

SEPTIC TANK

4" SCH 40 PVC

SEWER LINE, MIN.

2% SLOPE TYP.

DOMESTIC WELL

100' WELL SEPARATION

A

7.3

A

7.2

SEWER WYE &

45° ELBOW

COMBO FITTING

SEWER CLEANOUT,

TYP.

B

7.3

APPROX. TRANSFORMER LOCATION, FINAL LOCATION

TO BE COORDINATED WITH UTILITY COMPANY

ELECTRICAL METER

LOCATION

CONTRACTOR TO ROUTE

CONDUIT TO EXISTING POWER

POLE, WHICH WILL BE UPGRADED

BY THE LOCAL UTILITY COMPANY.

CONTRACTOR TO COORDINATE

WITH LOCAL UTILITY.

M O

R M

A

D

C

7.1

1-1/4" Ø HDPE

DOMESTIC

WATER LINE

C

7.4

A/B

7.4

4" PVC SCH 40 PVC

90° BEND, TYP.

" Ø HDPE DOMESTIC

WATER LINE

A/B

7.4

EMPTY ELECTRICAL

CONDUIT TO FUTURE EV

CHARGER LOCATION

UNDERGROUND POWER

LINE, SEE ELECTRICAL

SHEETS, TYP.

UNDERGROUND POWER

LINE TO WELL PUMP

4" PVC SCH 40 PVC

45° BEND, TYP.

WATER SEWER CROSSING,

CONTRACTOR TO MAINTAIN MINIMUM

2' OF VERTICAL SEPERATION

EXISTING MINOR

CONTOURS, TYP.

EXISTING MAJOR

CONTOURS, TYP.

DITCH BLOCKS TO BE

PLACED A MINIMUM OF 50'

FROM REPLACEMENT

DRAINFIELD LOCATION, TYP.

CONTRACTOR TO INSTALL

CURB STOP WITHIN THE

WELL'S CONCRETE COLLAR

DOMESTIC WATER AND SEWER INVERT ELEVATIONS:

MAIN HOUSE:

- WATER (FROM WELL): 6604.45

- WATER (TO BUNK HOUSE): 6604.73

- WATER (TO GARAGE): 6605.39

- SEWER (TO SEPTIC): 6609.63

GARAGE:

- WATER (FROM MAIN HOUSE): 6606.41

- SEWER (TO SEPTIC): 6609.84

BUNK HOUSE:

- WATER (FROM MAIN HOUSE): 6606.63

- SEWER (TO SEPTIC): 6610.96

CONTRACTOR TO BE AWARE THE INVERT INTO THE MAIN HOUSE FROM THE WELL

MAY VARY BASED ON WELL DRILLING OPERATIONS/RESULTS.

MAIN HOUSE

GARAGE

BUNK

HOUSE

FIRE PROTECTION INVERT ELEVATIONS:

MAIN HOUSE:

- FIRE PROTECTION (TO BUNK HOUSE): 6604.73

- FIRE PROTECTION (TO GARAGE): 6605.39

GARAGE:

- FIRE PROTECTION (FROM MAIN HOUSE): 6606.41

BUNK HOUSE:

- FIRE PROTECTION (FROM MAIN HOUSE): 6606.63

1-1/4" Ø HDPE FIRE

SUPPRESSION LINE, TYP.

A/B

7.4

C

7.6

-2 .1

-6.9%

6609.13

6609.32

6610.23

6611.59

6612.95

6612.95

6612.68

6612.49

6612.81

6611.58

6611.26

6611.15

6610.55

6611.87

6611.64

6611.87

6612.00

6612.05

6612.08

6612.16

6612.34

6612.31

6611.67

6611.70

6611.39

6611.46

6611.15

6611.10

6612.63

6612.65

6612.61

6612.46

6612.35

6611.90

6611.90

6612.13

6612.37

6612.39

6612.41

6612.37

6612.40

6612.66

6612.68

6612.64

6612.24

6612.29

6612.36

6612.39

6612.55

6612.85

6612.81

6612.59

6611.65

6611.83

6613.00

6613.00

6611.89

6611.91

6611.91

6612.00

6614.00

6614.00

6612.50

6612.50

6612.41

6612.35

6612.35

6612.62

6612.66

6612.67

6612.80

6612.80

6611.30

6611.22

6611.06

6611.12

6611.21

6611.30

6611.40

6611.61

6611.53

1.3%

-1.3%

-0.9%

-1.0%

-1.0%

-1.0%

6612.00

-0.1%

6611.87

6611.87

1.3%

FG 6611.8 FG 6611.7

FG 6612.0

FG 6611.9

FG 6612.0FG 6611.7

FG 6611.8

FG 6611.8

FG 6611.8

FG 6611.8

K

Y

G

R T

E

R

A

M B

H

A B

I L

I T

A T

I O

N D

W G

C

I V

I L

E

O

D U

C T

I O

N C

G

R A

D I N

G

P

L A

N D

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

GRADING PLAN

187617

10 77

K.DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C6.0

20 0 20 40

SCALE OF FEET

GRADING PLAN

GRADING GENERAL NOTES:

1. CONTRACTOR TO ENSURE PROJECT IS CONSTRUCTED TO ABBAS

CONSTRUCTION MAXIMUMS:

- WALKING SURFACES: MAX 5%

- PARKING: MAX 2%

- LEVEL AREAS: MAX 2%

- CROSS-SLOPE: MAX 2%

2. CONTRACTOR TO FIELD VERIFY THRESHOLD ELEVATIONS PRIOR TO

CONSTRUCTION.

3. GRADE CHANGE AT ENTRY THRESHOLDS AND BETWEEN SURFACE MATERIALS

SHALL NOT EXCEED

" (0.02') PER ABAAS 303 REQUIREMENTS.

4. PROTECT ALL EXISTING SITE FEATURES IDENTIFIED ON SHEET C3.0.

5. CONTRACTOR TO ENSURE SITE GRADING DOES NOT IMPACT EXISTING

TREE/TREE ROOTS.

6. THE EXISTING HOUSE WILL REQUIRE FLASHING PROTECTION WHEREVER

FINISH GROUND HAS LESS THAN 6" OF SEPARATION FROM THE TOP OF WALL

ELEVATION (TOW) , SEE FINISHED GROUND ELEVATIONS COMPARED TO TOW

ELEVATIONS ON THIS SHEET. CONTRACTOR TO REFERENCE ARCHITECTURAL

SHEETS FOR THESE LOCATIONS/FLASHING REQUIREMENTS.

7. STEP GRADING IS NOT SHOWN, SEE ARCHITECTURAL PLANS FOR ALL STEP

GRADING INTO BUILDINGS.

8. CONTRACTOR TO GRADE LANDSCAPE AWAY FROM BUILDINGS AT A MINIMUM

2%.

9. SEE ARCHITECT PLANS FOR EXACT TIE IN LOCATION BETWEEN ABA RAMP AND

PORCH.

CONTRACTOR TO

MATCH EXISTING

ROADWAY

EXISTING

GARAGE

FFE:6612.5

EXISTING

HOUSE

FFE: 6613

TOW: 6612.170

EXISTING

BUILDING

FFE: 6614

TOS: 6613.17

M O

R M

A

D

ABANDONED IRRIGATION

DITCH, TYP.

DRAINAGE SWALE TO BE

RE-SEEDED

NTS

FG VS. TOW ELEVATIONS

EXISTING

HOUSE

FFE: 6613

TOW: 6612.170

EXISTING MINOR

CONTOURS, TYP.

EXISTING MAJOR

CONTOURS, TYP.

PROPOSED MAJOR

CONTOURS, TYP.

PROPOSED MINOR

CONTOURS, TYP.

POINT TABLE

POINT #

ELEVATION

6609.13

6609.32

6610.23

6611.59

6612.95

6612.95

6612.68

6612.49

6612.81

6611.58

6611.26

6611.15

6610.55

6611.87

6611.64

6611.87

6612.00

6612.05

6612.08

6612.16

NORTHING

1478676.56

1478716.21

1478684.65

1478685.32

1478685.99

1478707.99

1478707.80

1478709.78

1478725.78

1478724.86

1478708.86

1478706.83

1478706.64

1478725.09

1478707.10

1478707.32

1478725.20

1478730.20

1478730.23

1478730.29

EASTING

2470954.58

2470953.29

2470970.40

2471024.93

2471079.46

2471079.19

2471064.19

2471062.17

2471061.97

2470987.97

2470988.17

2470986.20

2470970.36

2471006.98

2471007.19

2471025.19

2471015.67

2471015.60

2471018.10

2471023.10

DESCRIPTION

TIE TO EXISTING

TIE TO EXISTING

EOG

EOG

EOG

EOG

EOG

EOG

EOG

EOG

EOG

EOG

EOG

FG

EOC

FG

EOC

EOS

EOS

EOS

POINT TABLE

POINT #

ELEVATION

6612.34

6612.31

6611.67

6611.70

6611.39

6611.46

6611.15

6611.10

6612.63

6612.65

6612.61

6612.46

6612.35

6611.90

6611.90

6612.13

6612.37

6612.39

6612.41

6612.37

NORTHING

1478725.49

1478730.48

1478739.86

1478741.28

1478749.28

1478750.69

1478760.47

1478755.80

1478771.21

1478775.69

1478778.77

1478790.40

1478791.77

1478791.77

1478796.77

1478796.77

1478801.77

1478806.18

1478806.27

1478798.92

EASTING

2471038.71

2471038.48

2471057.06

2471052.27

2471059.82

2471055.02

2471064.03

2471065.83

2471107.81

2471104.60

2471104.81

2471092.53

2471089.09

2471076.21

2471076.21

2471083.08

2471088.08

2471093.08

2471100.08

2471093.08

DESCRIPTION

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOC

POINT TABLE

POINT #

ELEVATION

6612.40

6612.66

6612.68

6612.64

6612.24

6612.29

6612.36

6612.39

6612.55

6612.85

6612.81

6612.59

6611.65

6611.83

6613.00

6613.00

6611.89

6611.91

6611.91

6612.00

NORTHING

1478795.29

1478777.88

1478776.51

1478771.51

1478738.22

1478738.22

1478741.80

1478745.37

1478754.10

1478761.80

1478761.76

1478757.17

1478764.26

1478782.36

1478766.81

1478766.79

1478780.62

1478780.62

1478786.62

1478796.77

EASTING

2471094.64

2471113.01

2471116.45

2471109.53

2471017.97

2471022.97

2471024.48

2471020.98

2471036.55

2471041.26

2471036.86

2471033.54

2471024.06

2471024.32

2471036.97

2471041.26

2471076.21

2471074.32

2471074.31

2471065.63

DESCRIPTION

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

POINT TABLE

POINT #

ELEVATION

6614.00

6614.00

6612.50

6612.50

6612.41

6612.35

6612.35

6612.62

6612.66

6612.67

6612.80

6612.80

6611.30

6611.22

6611.06

6611.12

6611.21

6611.30

6611.40

6611.61

NORTHING

1478771.51

1478776.51

1478812.27

1478812.12

1478806.18

1478800.40

1478800.40

1478770.70

1478771.51

1478777.40

1478771.51

1478776.51

1478740.61

1478733.42

1478733.84

1478745.89

1478754.15

1478760.77

1478764.89

1478764.89

EASTING

2471131.49

2471131.49

2471100.00

2471088.08

2471088.08

2471093.08

2471087.89

2471106.43

2471113.61

2471113.61

2471127.56

2471127.56

2471027.19

2471028.80

2471042.01

2471050.06

2471054.25

2471060.09

2471061.38

2471045.09

DESCRIPTION

FFE

FFE

FG

FG

EOS

EOS

EOS

EOS

EOS

EOS

EOS

EOS

FG

FG

FG

FG

FG

FG

FG

FG

POINT TABLE

POINT #

ELEVATION

6611.53

6612.00

NORTHING

1478757.50

1478786.88

EASTING

2471044.24

2471065.51

DESCRIPTION

FG

FG

K

Y

G

R T

E

R

A

M B

H

A B

I L

I T

A T

I O

N D

W G

C

I V

I L

E

O

D U

C T

I O

N C

P O

I N

T

L A

Y O

U

B

L E

D

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

LAYOUT POINT TABLES

187617

10 77

K.DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C6.1

LAYOUT POINT TABLES

POINT TABLE ABBREVIATIONS:

EOS: EDGE OF SIDEWALK

FFE: FINISHED FLOOR ELEVATION

FG: FINISHED GROUND

K

Y

G

R T

E

R

A

M B

H

A B

I L

I T

A T

I O

N D

W G

C

I V

I L

E

O

D U

C T

I O

N C

C I V

I

N

E R

D

T

A I L S

D

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CIVIL DETAILS

187617

12 77

K. DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C7.0

TREE PROTECTION NOTES:

1. REFER TO DEMOLITION PLAN SHEETS C3.0 FOR

TREES THAT ARE NOT BE REMOVED. TREE

PROTECTION LOCATION MAY BE ADJUSTED IN THE

FIELD BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

2. OUTSIDE EDGE OF TEMPORARY BARRIER SHALL BE

PLACED AT DRIP-LINE OF TREE. TREE GUARDS MAY

BE PLACED AROUND SINGLE TREES OR GROUPS OF

TREES.

3. MOVABLE BARRIERS MAY BE SUBSTITUTED FOR

IN-GROUND BARRIERS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO ENSURE THAT PERIMETER OF

FENCING REMAINS AT THE DRIP-LINE OF THE TREE

AND THAT TREES ARE PROTECTED.

3'-0"

MIN.

VARIES, 6'-0" MIN.

TEMPORARY BARRIER PER

PROJECT SPECIFICATION

EXISTING DECIDUOUS TREE

TO BE PROTECTED DURING

CONSTRUCTION

TYPICAL TREE PROTECTION DETAIL

A

NTS

IN-GROUND OR

MOVABLE POSTS

C7.0

FINISH

GRADE

CONCRETE ABA PARKING DETAIL

NTS

B

C7.0

TYPICAL AGGREGATE PATHWAY SECTION DETAIL

D

NTS

C7.0

REPLACE TOPSOIL CONSERVED

FROM EXCAVATION, 4" DEPTH

OR MATCH EXISTING DEPTH

COMPACTED TRENCH BACKFILL

TOPSOIL PATCH SECTION

C

NTS

PLACE SEED PER PROJECT

SPECIFICATIONS

PATCHING NOTES:

1. SEE PROJECT SPECIFICATIONS FOR TURF ESTABLISHMENT,

SEEDING, AND APPLICATION REQUIREMENTS.

2. SEED MIX AND WILL BE PROVIDED BY NPS. THE CONTRACTOR

WILL BE RESPONSIBLE FOR SEED BED PREPARATION, SEED

PLACEMENT, AND ESTABLISHMENT.

C7.0

TYPICAL GRAVEL PARKING LOT SECTION DETAIL

E

NTS

C7.0

EXISTING SUB-GRADE - COMPACT TO 95% PROCTOR

DENSITY

VARIES, SEE

GRADING PLAN

22'

8" 8"

3" MINUS CRUSHED AGGREGATE, 6"

COMPACTED DEPTH, COMPACTED TO 95%

PROCTOR DENSITY PER AASHTO T-99

" MINUS CRUSHED AGGREGATE, 4" COMPACTED

DEPTH, COMPACTED TO 95% PROCTOR DENSITY

PER AASHTO T-99

5'

V A

R

IE

S

V

A

R

I

E

S

M

X

1.5

M

AX

COMPACTED SUBGRADE,

COMPACTION TO BE LIMITED

TO PATHWAY EXTENTS

1' SHOULDER

1' SHOULDER

PROFILE

GRADE

2" OF STALOK PAVING MATERIAL, OR APPROVED EQUIVALENT

BASE COURSE AGGREGATE

6" MIN. COMPACTED DEPTH

COMPACT TO 95% OF PROCTOR

DENSITY PER AASHTO T-99

TYPICAL CONCRETE PATIO/LANDING SECTION DETAIL

F

NTS

C7.0

COMPACTED NATIVE

MATERIAL

"WASHED AGGREGATE" CONCRETE PAVEMENT

6"

6"

W1.4 X W1.4 WELDED WIRE FABRIC

REINFORCEMENT AT PAVEMENT MID DEPTH

2.5"

BASE COURSE

AGGREGATE, 6"

COMPACTED DEPTH

9'

ABA ACCESSIBLE

SYMBOL

EPOXY PAINT (TYP.)

9'

ABA SIGNAGE

1'

DETECTABLE

WARNING PANEL

5' L X 2' W

ABA ACCESS AISLE

STRIPING, TYP.

STALOK PATHWAY

CONCRETE ABA

PARKING STALL

AND ACCESS

AISLE, TYP.

TIMBER BARRIER,

SEE DETAIL D

SHEET C7.5

B

C7.5

D

C7.0

E

C7.5

A

C7.5

B

C7.5

K

Y

G

R T

E

R

A

M B

H

A B

I L

I T

A T

I O

N D

W G

C

I V

I L

E

O

D U

C T

I O

N C

C I V

N

E R

T

A I L S

D

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CIVIL DETAILS

187617

13 77

K. DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C7.1

TYPICAL WOOD SWING GATE DETAIL

A

NTS

C7.1

POST RAIL FENCE DETAIL

B

NTS

C7.1

6 INCH

(TYP)

3 INCH

(TYP)

OPENING WIDTH VARIES

18' NORTH ACCESS AND 22' SOUTH ACCESS

3 INCH

NOTES:

1. FENCE AND GATE LOCATIONS TO BE STAKED IN THE FIELD BY THE CONTRACTOR AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION OF THE

FENCING.

2. CONTRACTOR TO ENSURE POST HOLES HAVE CLEAN SMOOTH EDGES PRIOR TO

BACKFILL.

3. PRE-DRILL HOLES FOR FASTENERS TO PREVENT SPLITTING OF BRACING OR POSTS.

4. COMPACT AND BACKFILL POST HOLES IN 6 INCH LIFTS UNTIL NO VISUAL

DISPLACEMENT.

SEE DETAIL B,

THIS SHEET

FOR FENCE

DETAIL

SCREEN TO BE SIZED BY SUPPLIER OR

DRILLER AS REQUIRED TO MAXIMIZE

CAPACITY

NATURAL FORMATION

PACK

STAINLESS STEEL

WELDED K-PACKER

WITH BUTYL RUBBER

SEALS

CHECK VALVE

2" SCH 40 GALVANIZED

STEEL OR SCH 80 PVC

DROP PIPE COLUMN

6" WELL CASING AS

APPROVED BY WELL

CONTRACTOR AND PUMP

SUPPLIER

ANNULAR SPACE TO

BE PRESSURE

CEMENT GROUTED

AS SURFACE

CASING IS

EXTRACTED (MIN

2" BAKER MONITOR

PITLESS UNIT OR

EQUIVALENT

3" DUCTILE IRON

PIPE

M

I N

2'Øx12"DP CONC COLLAR @

FG & SLOPED AWAY @ 2%

MIN FROM WELL HEAD

BAKER MONITOR PREMIUM

VENTED WATERTIGHT

WELL CAP OR EQUIVALENT

M

I N

M

A X

A N

T I C

I P

A T

T

P

P

R O

X I M

A T

E L

Y

B

G

S

B A

S E

D

O

N

N

E A

R B

Y

W

E L

L

L

O G

M

M

I N

N

F I N

I N

G

L

A Y

B O

V

N

F I N

Q U

I F

E R

DOMESTIC WELL DETAIL

C

NTS

C7.1

DOMESTIC WELL CONSTRUCTION NOTES:

WELL(S) SHALL BE CONSTRUCTED BY A WATER WELL CONTRACTOR LICENSED IN THE STATE OF

WYOMING. WELL(S) SHALL BE CONSTRUCTED IN ACCORDANCE REGULATIONS AND

INSTRUCTIONS, PART 3, WATER WELL MINIMUM CONSTRUCTION STANDARDS 2011. PUBLISHED BY

WYOMING DEQ.

1. AQUIFER TESTS TO BE PERFORMED BY THE CONTRACTOR ACCORDING TO STANDARD

SPECIFICATIONS.

2. THE MINIMUM PROTECTED DEPTHS OF DRILLED WELLS MUST PROVIDE WATERTIGHT

CONSTRUCTION TO SUCH DEPTH AS MAY BE REQUIRED BY WYDEQ, TO EXCLUDE

CONTAMINATION AND SEAL OFF FORMATIONS THAT ARE OR MAY BE CONTAMINATED OR

YIELD UNDESIRABLE WATER. WELLS SHALL HAVE UNPERFORATED CASING TO A MINIMUM

DEPTH OF 25 FEET.

3. PERMANENT STEEL CASING PIPE SHALL BE IN ACCORDANCE WITH SECTION 2D, BE EQUIPPED

WITH A DRIVE SHOE IN ACCORDANCE WITH SECTION 2D WHEN DRIVEN, AND HAVE WELDED

JOINTS IN ACCORDANCE WITH SECTION 2D AND ASTM A-120.

4. ALL PERMANENT WELL CASINGS SHALL BE SEALED IN ACCORDANCE WITH SECTION 2H TO A

MINIMUM DEPTH OF 20 FEET WITH HEAVY BENTONITE WATER SLURRY OR CEMENT GROUT TO

PREVENT SURFACE CONTAMINATION. THE HEAVY BENTONITE WATER SLURRY METHOD IS

PREFERRED. THE CASING SHALL BE PROVIDED WITH CENTRALIZERS. THE TEMPORARY

CASING SHALL BE WITHDRAWN AS GROUT IS APPLIED.

5. HEAVY BENTONITE WATER SLURRY SHALL BE A MIXTURE OF

POUND BENTONITE PER

GALLON OF CLEAR WATER. CEMENT GROUT SHALL BE A MIXTURE OF ONE BAG OF CEMENT

CONFORMING TO ASTM C-150 (94 LBS) AND 5 TO 6 GALLONS OF WATER. IF CEMENT GROUT IS

USED, A HOLE PLUG SHALL BE USED. HOLE PLUG METHODS SHALL BE SUBMITTED AND

APPROVED BY THE ENGINEER PRIOR TO USE ON-SITE.

6. A SUITABLE RETAINER, PACKER, OR PLUG SHALL BE PROVIDED AT THE BOTTOM OF THE

GROUTED SECTION SO THAT GROUT WILL NOT LEAK THROUGH INTO THE BOTTOM OF THE

WELL. THE GROUTING SHALL BE DONE CONTINUOUSLY AND IN SUCH A MANNER AS WILL

ENSURE THE ENTIRE FILLING OF THE ANNULAR SPACE IN ONE OPERATION. THE CASING

MUST BE PROVIDED WITH SUFFICIENT GUIDES WELDED TO THE CASING TO PERMIT

UNOBSTRUCTED FLOW AND UNIFORM THICKNESS OF GROUT.

7. EVERY WELL MUST BE DEVELOPED IN ACCORDANCE WITH THE ENTIRETY OF WYOMING DEQ

MINIMUM CONSTRUCTION STANDARDS FOR WATER WELLS. UPON COMPLETION OF THE

WELL, BEFORE CONDUCTING THE AQUIFER TESTS, THE CONTRACTOR SHALL DEVELOP THE

WELL BY SUCH METHODS AS WILL EFFECTIVELY EXTRACT FROM THE WATER-BEARING

FORMATION THE MAXIMUM PRACTICAL QUANTITY OF SAND, DRILLING MUD AND OTHER FINE

MATERIALS IN ORDER TO BRING THE WELL TO MAXIMUM YIELD PER FOOT OF DRAWDOWN

AND TO A SAND-FREE CONDITION. COMPRESSED AIR, SURGE PLUNGERS, HIGH-VELOCITY

JETTING EQUIPMENT, AND PUMPS MAY BE USED FOR THE DEVELOPMENT WORK. THIS WORK

MUST BE DONE IN SUCH A MANNER THAT DOES NOT CAUSE UNDUE SETTLEMENT AND

DISTURBANCE OF THE STRATA ABOVE THE WATER-BEARING FORMATION NOR DISTURB THE

SEAL AFFECTED AROUND THE WELL CASING AND THEREBY REDUCE THE SANITARY

PROTECTION OTHERWISE AFFORDED BY SUCH SEAL. DEVELOPMENT OF THE WELL SHALL BE

CONTINUED UNTIL WATER PUMPED FROM THE WELL AT THE MAXIMUM TEST PUMPING RATE

IS CLEAR AND FREE OF SAND. THE WATER SHALL BE CONSIDERED SAND-FREE WHEN NO

SAMPLES, TAKEN DURING TEST PUMPING, CONTAIN MORE THAN 2 PARTS PER MILLION OF

SAND BY WEIGHT.

8. TEMPORARY CAPPING SHALL BE IN ACCORDANCE WITH WYOMING DEQ MINIMUM

CONSTRUCTION STANDARDS.

9. THE CONTRACTOR SHALL TAKE PRECAUTIONS AS ARE NECESSARY OR AS MAY BE REQUIRED

PERMANENTLY TO PREVENT CONTAMINATED WATER OR WATER HAVING UNDESIRABLE

PHYSICAL OR CHEMICAL CHARACTERISTICS FROM ENTERING, THROUGH THE OPENING MADE

BY THE CONTRACTOR IN DRILLING THE WELL, THE STRATUM FROM WHICH THE WELL IS TO

DRAW ITS SUPPLY. THE CONTRACTOR SHALL ALSO TAKE ALL NECESSARY PRECAUTIONS

DURING THE CONSTRUCTION PERIOD TO PREVENT CONTAMINATED WATER, GASOLINE, ETC.,

FROM ENTERING THE WELL EITHER THROUGH THE OPENING OR BY SEEPAGE THROUGH THE

GROUND SURFACE. IN THE EVENT THAT THE WELL BECOMES CONTAMINATED OR THAT

WATER HAVING UNDESIRABLE PHYSICAL OR CHEMICAL CHARACTERISTICS DOES ENTER THE

WELL DUE TO THE NEGLECT OF THE CONTRACTOR, HE SHALL, AT HIS EXPENSE, PERFORM

SUCH WORK OR SUPPLY SUCH CASINGS, SEALS, STERILIZING AGENTS, OR OTHER MATERIAL

AS MAY BE NECESSARY TO ELIMINATE THE CONTAMINATION OR SHUT OFF THE UNDESIRABLE

WATER.

10. SLOPE GROUND AWAY FROM WELL HEAD TO PREVENT PONDING AND POSSIBLE

CONTAMINATION.

GATE LATCH MECHANISM,

AS APPROVED BY CO

MECHANICAL

JOINT

FITTING

3" HDPE WATER

SERVICE LINE

TO BUILDING

SEE DETAIL

DOMESTIC SUBMERSIBLE

PUMP. MODEL TO BE

DETERMINED.

RE-COMPACT SURROUNDING

GROUND, FINISHED GRADE

SLOPED AWAY @ 2% MIN

FROM WELL HEAD

LINSEED OIL TREATED PINE RAIL

4 INCH MINIMUM (TYP)

PRESSURE TREATED PINE

WOOD POST 5 INCH MIN (TYP)

3' MINIMUM

EMBEDMENT

DEPTH (TYP)

FLATTEN

SURFACE

TREATED PINE WOOD POST 5 INCH MIN

8' (TYP)

9 INCHES

9 INCHES

48 INCH

FENCE

HEIGHT

TREATED PINE WOOD RAIL 4 INCH MIN

60d GALV.

SPIKE

6 INCH

MINIMUM

TYPICAL POST AND STRAIGHT

RAIL FENCE SECTION

NOTCH DETAIL

6 INCH

(TYP)

CURB STOP, SEE

DETAIL D SHEET C7.4

1.5' 0.75'

15 INCHES

EARTH EMBEDMENT

TO BE HAND

TAMPERED AS FILL

IS ADDED AROUND

POST

14" Ø POST HOLE, DUG WITH

CLEAN EDGES TO PRESERVE

SURROUNDING SOIL

PRESSURE TREATED

PINE WOOD POST 8

INCH MIN

PRESSURE TREATED

PINE WOOD POST 8

INCH MIN

60d GALV. SPIKE

24" DOUBLE STRAPS WITH

CENTRAL EYE HARDWARE SET,

HOT DIPPED GALVANIZED FINISH

24" DOUBLE STRAPS WITH

CENTRAL EYE HARDWARE

SET, HOT DIPPED

GALVANIZED FINISH

LINSEED OIL TREATED PINE RAIL 4 INCH MINIMUM (TYP)

5'

MINIMUM 6' DEPTH

WITH 2' Ø POST

HOLE

ONCE POST IS SET CONTRACTOR

TO EVENLY BACKFILL POST HOLE

WITH CONCRETE (MIN. 4000 PSI

MIX), TAPPING THE POST/STIRRING

THE CONCRETE TO ENSURE

SETTLING OF CONCRETE AND

REMOVING AIR POCKETS

TAPER CONCRETE

SURFACE AWAY FROM

POST

CONTRACTOR TO USE

TEMPORARY

SUPPORTS/BRACES TO

ENSURE POST REMAINS IN

LEVEL POSITION WHILE

CONCRETE CURES

8.5' FOR NORTH

10.5' FOR SOUTH

1'

(TYP)

K

Y

G

R T

E

R

A

M B

H

A B

I L

I T

A T

I O

N D

W G

C

I V

I L

E

O

D U

C T

I O

N C

S E

P T

T

A I

D

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

SEPTIC DETAILS

187617

14 77

K. DRUYVESTEIN

K. DRUYVESTEIN

K. GAUTHIER

10.27.2023

ROY CHAMBERS REHAB - PHASE II

GRAND TETON NATIONAL PARK

228830H

C7.2

2000-GALLON DUAL COMPARTMENT

TANK, VAUGHN CONCRETE

PRODUCTS INC. OR APPROVED

EQUAL

4-INCH SCH 40 PVC

SANITARY TEE INLET

4-INCH SCH 40 PVC

SANITARY TEE INLET

4-INCH SCH 40 PVC

SANITARY TEE OUTLET

4-INCH SCH 40 PVC

SANITARY TEE INLET

6" LAYER OF TYPE 1

PIPE BEDDING

4-INCH SCH 40 PVC

INLET PIPE

4-INCH SCH 40 PVC

OUTLET TO DRAINFIELD

FINISH GRADE

FIRST COMPARTMENT

MUST BE 50% OF TANK

CAPACITY OR GREATER

WATER TIGHT SEAL

BETWEEN ACCESS

RISER AND TANK, TYP.

WATER TIGHT SEAL

BETWEEN PIPE

PENETRATIONS

AND TANK, TYP.

RIM ELEV. = 6612.9

INVERT ELEV. = 6607.7

INVERT ELEV. = 6607.4

SEPTIC TANK DETAILS

A

NTS

C7.2

13'

2432 GRADE RINGS

AS REQUIRED TYP.

24" DIA. CAST IRON RING

AND COVER, H-20 RATED

WITH…