B08-Section_J-Attachment_2-Drawings_1B_Grant_Village_WWTP.pdf

PDF 43 MB Posted

Attached to
YELL 310402 REPLACE GRANT WASTEWATER TREATMENT PLA
Solicitation number
140P2025R0102
Issued by

About this file

This file is a collection of landscape and topographic survey drawings for the Grant Village Wastewater Treatment Plant (WWTP) project at Yellowstone National Park. The documents detail tree removal and landscape restoration plans across eight distinct areas, including facilities such as the Process Facility, Headworks Facility, Bioreactor and Digester Facility, Dewatering Facility, and O&M Storage Building. The surveys, conducted by Jacobs between October 2021 and November 2023, provide precise elevation data using Wyoming State Plane West Zone NAD83 coordinate system and include detailed mappings of existing infrastructure, trees, utilities, and terrain.

The drawings outline specific restoration requirements, including topsoil preparation, spreading, and mulching, with seeding to be performed by the owner. The plans emphasize preserving visual screening from Yellowstone Lake and include strategic tree removal zones ranging from 10 to 100 feet around various project structures. The survey documents are part of solicitation 140P2025R0102 for replacing the Grant Wastewater Treatment Plant, issued by the Department of the Interior National Park Service, with a comprehensive approach to site restoration and environmental considerations during facility replacement.

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Text version

5 TREES 4-12"

TOP OF VALVE = 7820.76'

TO

P

O F

AE

R

AT

IO

N P

O N

D

TOP OF AERATION

POND #1

PERCOLATION BED

PERCOLATION

POND

PERCOLATION

POND #3

PERCOLATION

POND #4

SS(D

SS(D) SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS

(D

W(D)

W(D)

W(D) W(D)

W(D)

W(D)

W(D)

SS(D

TO HEAD W

ORKS BUILDING

SANITARY VAULT

RIM = 7822.82'

BOTTOM OF VAULT = 7814.02'

8" PVC INV IN (NE) = 7818.32'

6" PVC INV OUT (W) = 7817.32'

*OTHER END NOT FOUND IN DRYING BEDS

TOP OF 2" PVC AT BEND = 7822.82'

SANITARY MANHOLE

RIM = 7823.49'

BOTTOM OF MANHOLE = 7817.99'

TOP OF PIPES 4" & 6" OUT (NW) = 7820.34'

TOP OF 2" PVC

SANITARY MANHOLE

RIM = 7836.18'

BOTTOM OF MANHOLE = 7826.58'

4" D.I. INV IN (N) = 7830.68'

4" D.I. INV OUT (W) = 7830.18'

SANITARY MANHOLE

RIM = 7845.09'

8" D.I. INV IN (N) = 7839.34'

8" D.I. INV OUT (W) = 7839.24'

LOADING CRANE

E(B)

E(B)

E(B

E( B)

E(B

E(B)

E(B)

E(B)

E(B

E( B)

E( B)

E(B)

E(B)

E(B)

E(B) E(B)

E(B)E(B)

C(B)

C(B)

C(B)

C (B

C( B)

C( B)

C(B

C(B

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B) C(B)

C(B)

W (B)

W (B)

W (B)

W (B)

W (B)

W (B)

W (B)

W (B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

SS(C)

SS(C

E(B)

E( B)

E( B)

E(B

E( B)

E(B)

E(B)

E(B)

E(B)

E(B) E(B)

E(B)

E(B)

E( B)

E( B)

E(B)

E( B)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C

SS(C)

SS(C)

SS

(C

SS

(C

SS

(C

SS(C)

SS(C)

SS(C)

SS(C)

SS

(C

SS

(C

SS(C)

SS(C)

SS(C)

SS(C) SS(C)

SD

(C

7825783078357840

20 78

CONTROL POINT 602

CONTROL POINT 601

DRYING BEDS

SANITARY MANHOLE

RIM = 7841.54'

BOTTOM OF MANHOLE = 7831.14'

TOP OF 8" D.I. PIPE RUNNING

TO BOTH PONDS = 7832.14'

SS

SANITARY MANHOLE FOR BLOWER LINES

RIM = 7844.25'

BOTTOM OF MANHOLE = 7835.65'

BLOWER ROOM

UPPER LEVEL

FF = 7844.49'

DOSING CONTROL BUILDING

FF = 7842.26'

BOTTOM NORTH VAULT = 7835.06'

TOP OF 2 SIPHONS IN NORTH VAULT = 7836.01'

TOP OF 3 8" D.I. PIPES IN NORTH & SOUTHEAST VAULT = 7838.46'

BOTTOM SOUTHEAST VAULT = 7831.36'

BOTTOM SOUTHWEST VAULT = 7832.01'

TOP OF VALVE SOUTHWEST VAULT = 7840.71'

TOP PIPE IN SOUTHWEST VAULT = 7840.26'

BLOWER ROOM

LOWER LEVEL

FF = 7835.75'

STORM CULVERT

8" D.I. INV = 7835.69'

*OTHER END NOT FOUND, UNDERWATER

STORM CULVERT

8" D.I. INV = 7835.43'

*OTHER END NOT FOUND, UNDERWATER

STORM CULVERT

8" PVC INV = 7834.68'

STORM CULVERT

8" PVC INV = 7834.66'

STORM CULVERT

8" PVC INV = 7831.26'

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

176866

310402

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

YELLOWSTONE NATIONAL PARK

SURVEY

58150

455V101

RRB

DAM

DAM

TOPOGRAPHIC SURVEY

UPPER AREA

GRANT WWTP

MAY 2025

DESIGNED:

SURVEY NOTES

1. THIS TOPOGRAPHIC SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JACOBS TO

DETERMINE OWNERSHIP, RIGHTS OF WAY OR EASEMENTS OF RECORD. NO CURRENT TITLE

POLICY, COMMITMENT OR REPORT WAS PROVIDED TO AID IN THE PREPARATION OF THIS

SURVEY. THIS DOCUMENT DOES NOT REPRESENT A BOUNDARY SURVEY.

2. PROJECT COORDINATES ARE WYOMING STATE PLANE WEST ZONE NAD83 (2011) AND ARE

BASED ON NGS HORIZONTAL CONTROL POINT SHOSHONE. HORIZONTAL POSITIONS WERE

BROUGHT TO THE SITE UTILIZING RTK GPS TECHNIQUES.

3. PROJECT ELEVATIONS ARE BASED ON NGS FIRST ORDER CLASS II BENCHMARK BIG THUMB,

BEING A STANDARD NGS DISK BENCHMARK SET IN THE TOP OF A CONCRETE HEADWALL

STAMPED “BIG THUMB 1987” WITH A PUBLISHED NAVD88 ELEVATION OF 7789.66. VERTICAL

CONTROL WAS BROUGHT TO THE SITE UTILIZING RTK GPS TECHNIQUES. ELEVATIONS ON

SITE CONTROL WERE ESTABLISHED UTILIZING DIFFERENTIAL LEVELING.

4. SURVEY DATA IS BASED ON FIELD WORK CONDUCTED BETWEEN OCTOBER 1, 2021 AND

NOVEMBER 15, 2023, AND UTILITY LOCATES ARE FROM JUNE 2022 BY JACOBS SURVEY.

5. THIS TOPOGRAPHIC SURVEY IS PROVIDED FOR REFERENCE ONLY. SUBSURFACE UTILITY

LOCATES WERE PERFORMED, BUT JACOBS DOES NOT GUARANTEE THAT ALL SUBSURFACE

UTILITIES WERE LOCATED. INFORMATION SHOWN HEREON IS REPRESENTED BY NATIONAL

PARK SERVICE GIS DATA.

W WATER VALVE

BUILDING / WALL

/ / / / / / / / / / / / EDGE OF ASPHALT

SS(D) SS(D) SANITARY LINE QUALITY D

W(B) W(B) WATER LINE QUALITY B

)) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) TREE LINE

SS SANITARY MANHOLE

SANITARY VENT

WATER MANHOLE

SANITARY CLEANOUTSS

W

SS

SS(C) SS(C) SANITARY LINE QUALITY C

E(B) E(B) ELECTRIC LINE QUALITY B

E(D) E(D) ELECTRIC LINE QUALITY D

C(B) C(B) COMMUTATION LINE QUALITY B

G(B) G(B) GAS LINE QUALITY B

WATER FIRE HYDRANT

SD(D) SD(D) STORM LINE QUALITY B

STORM GRATE

SANITARY VAULT SS

EDGE OF CONCRETE

M

SS SANITARY VENT

BOREHOLE

E

E

ELECTRIC METER

ELECTRIC TRANSFORMER

ELECTRIC BOX

MONITORING WELL

ELECTRIC OUTLET

○ ○ ○ ○ CHAINLINK FENCE

CONIFEROUS TREE

LEGEND

SET 30" #5 REBAR WITH

2" ALUMINUM CAP

STAMPED " JACOBS"

W(D) W(D) WATER LINE QUALITY D

NOT FOR

CONSTRUCTION

6 TREES 4-12"

10 TREES 4-12"

10 TREES 4-12"

BOTTOM OF VALVE BOX AT TOP OF UNKNOWN PIPE = 7767.70'

PROPANE TANK

S

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D)

SS(D) SS(D)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SANITARY VAULT

RIM = 7782.94'

12" D.I. INV IN (W) = 7776.23'

HOLE AT END OF SLIT FLUME DIP WAS

TAKEN THRU HOLE AT END OF FLUME

UNABLE TO DETERMINE IF IT WAS ON

THE INVERT OUT (NE) = 7774.19'

SANITARY MANHOLE (GV 2357)

RIM = 7780.71'

12" DIP INV OUT (E) = 7776.73'

12" DIP INV IN (W) = 7776.78'

C(B) C(B)

C(B) C(B)

C(B) C(B) C(B)

(B) W(B)

W(B) W(B)

W(B) W(B)

W(B) W(B)

W(B) W(B)

E( B)

E( B)

E(B) E(B)

E(B)

C (B)

C (B)

C (B)

C (B)

C (B)

C (B)

E( B)

E( B)

E( B)

E( B)

E( B)

E( B)

E( B)

E(B)

E( B)

E( B)

E( B)

E(B)

C (B)

C (B)

C (B)

C (B

C (B

C( B)

C(B

C(B

C(B

C(B)

E( B)

E(B) E(B)

E(B)

E(B)

E(B)

E(B)

E(B)

E(B) E(B)

E(B)

E( B)

E(B)

E(B)

E(B)

E(B)

E(B)

E(B)

E(B) E(B)

E( B)

E( B)

E(B)

E(B)

E(B)

E(B)

E(B)

E(B)

E(B) E(B)E(B)

E(B)

W(B) W(B)

W(B) W(B)

W(B)

W(B)

W (B

W(B

W (B

W

(B

W (B

W

(B

W (B

W (B

W (B

W (B

W (B)

W (B)

W (B)

W (B)

W (B

W(B

W (B)

W (B)

W (B)

W(B)

E(B

E(B

E(B)

SS(C)

SS(C)

SS(C)

SS(C

SS(C

SS(C

SS(C

SS(C)SS(C)SS(C)

SS(C

G(B)

G(B)

G(B)

CONTROL POINT 603

LIFT STATION

FF = 7762.29'

HEADWORKS

FF = 7776.13'

TOP OF 4" GALV. STEEL OUT (W) = 7773.43'

TOP OF 8" D.I. OUT (W) = 7773.33'

MAINLINE IN (SW) = 7773.63

*MAINLINE PIPE DROPS INTO TANK = 7768.53' BOTTOM OF BEND

*APPROX. BOTTOM OF BUILDING = 7765.63'

*APPROX. BUILDING SLOPES TO CENTER. OUTSIDE EDGE = 7769.63ABANDONED CLARIFIER TANK

UNKNOWN VAULT

SHED

CONEX

PERMANENT TEST STATION SW-G-02W

6" PVC EXPOSED DRAIN PIPE

*BROKEN

TOP OF 8" D.I. = 7769.49'

SUMP PUMP VAULT

BOTTOM OF PUMP = 7762.12'

12" D.I. INV OUT (?) = 7761.57'

TOP OF 4" GALV. STEEL IN (W) = 7769.04'

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

176866

310402

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

YELLOWSTONE NATIONAL PARK

SURVEY

58151

455V102

RRB

DAM

DAM

TOPOGRAPHIC SURVEY

HEADWORKS AREA

GRANT WWTP

MAY 2025

DESIGNED:

W WATER VALVE

BUILDING / WALL

/ / / / / / / / / / / / EDGE OF ASPHALT

SS(D) SS(D) SANITARY LINE QUALITY D

W(B) W(B) WATER LINE QUALITY B

)) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) TREE LINE

SS SANITARY MANHOLE

SANITARY VENT

WATER MANHOLE

SANITARY CLEANOUTSS

W

SS

SS(C) SS(C) SANITARY LINE QUALITY C

E(B) E(B) ELECTRIC LINE QUALITY B

UTILITY VALVE

C(B) C(B) COMMUTATION LINE QUALITY B

LEGEND

G(B) G(B) GAS LINE QUALITY B

WATER FIRE HYDRANT

STORM GRATE

SANITARY VAULT SS

FLOW LINE

EDGE OF CONCRETE

SURVEY NOTES

1. THIS TOPOGRAPHIC SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JACOBS TO DETERMINE OWNERSHIP, RIGHTS OF WAY

OR EASEMENTS OF RECORD. NO CURRENT TITLE POLICY, COMMITMENT OR REPORT WAS PROVIDED TO AID IN THE

PREPARATION OF THIS SURVEY. THIS DOCUMENT DOES NOT REPRESENT A BOUNDARY SURVEY.

2. PROJECT COORDINATES ARE WYOMING STATE PLANE WEST ZONE NAD83 (2011) AND ARE BASED ON NGS HORIZONTAL CONTROL POINT SHOSHONE. HORIZONTAL POSITIONS WERE BROUGHT TO THE SITE UTILIZING RTK GPS TECHNIQUES.

3. PROJECT ELEVATIONS ARE BASED ON NGS FIRST ORDER CLASS II BENCHMARK BIG THUMB, BEING A STANDARD NGS DISK BENCHMARK SET IN THE TOP OF A CONCRETE HEADWALL STAMPED “BIG THUMB 1987” WITH A PUBLISHED NAVD88 ELEVATION OF 7789.66. VERTICAL CONTROL WAS BROUGHT TO THE SITE UTILIZING RTK GPS TECHNIQUES. ELEVATIONS ON SITE CONTROL

WERE ESTABLISHED UTILIZING DIFFERENTIAL LEVELING.

4. SURVEY DATA IS BASED ON FIELD WORK CONDUCTED BETWEEN JUNE 6, 2021 AND NOVEMBER 15, 2023 BY JACOBS SURVEY.

5. THIS TOPOGRAPHIC SURVEY IS PROVIDED FOR REFERENCE ONLY. SUBSURFACE UTILITY QUALITY D INFORMATION SHOWN HEREON IS REPRESENTED BY NATIONAL PARK SERVICE GIS DATA OR DESIGN PLANS AS PROVIDED BY THE CLIENT.

E

E

ELECTRIC CABINET

ELECTRIC TRANSFORMER

ELECTRIC BOX

GAS REGULATOR

○ ○ ○ ○ CHAINLINK FENCE

CONIFEROUS TREE

U

BOREHOLE

6 CONIFERS 4-12"

SS(D)

SS(D)

SS(D)

SS

(D

SS

(D

SS

(D

SS

(D

W (D

W (D

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

W(D)

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

SS(D

W (D

TABLE

FIRE PIT

LIFT MOUNT

SS(C)

SS(C)

SS(C)

SS(C

SS(C

SS(C

SS(C

SS(C

SS(C

SS(C

SS(C

SS(C

SS(C

SS(C

SS(C

SS(C)

SS(C)

S

SS

(D

SS

(D

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(C)

SS(D)

SS(D)

GATE

O

LD

M

AR

IN

A

RO

AD

G R

AN

T

C

AM

PG

R

O U

N D

A

LO

O P

OVERFLOW VAULT

RIM = 7787.17'

SANITARY MANHOLE (MASTICATOR)

RIM = 7788.29'

BOTTOM OF BOX = 7783.09'

INVERTS NOT VISIBLE / ASSESSABLE

SANITARY VAULT

RIM = 7788.18'

SANITARY MANHOLE (GV 2354)

RIM = 7787.61'

BOTTOM OF BOX = 7776.56'

6" VCP T.O.P OVERFLOW (NE) = 7782.61'

8" VCP INV IN (SW) = 7781.64'

*IN FROM OVERFLOW VAULT (NW)

INVERT IN FROM (NE) ABANDON

SANITARY MANHOLE (GV 2419)

RIM = 7789.46'

6" VCP INV OUT (W) = 7783.36'

6" VCP INV IN (SE) = 7783.28'

*REVERSE FLOW

SANITARY MANHOLE (GV 2420)

RIM = 7791.46'

8" VCP INV OUT (NW) = 7782.70'

8" VCP INV IN (NE) = 7782.75'

6" VCP INV IN (SW) = 7783.07'

W (B

W (B

W (B

W (B

W (B

W (B

W (B

W (B

W (B

W(B)

W(B)

W (B

W (B

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

W(B)

E( B)

E( B)

B)

E(B)

E(B)

SS(C)

SS(C)

SS(C)

SS

(C

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

BUILDING FF = 7788.58'

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

176866

310402

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

YELLOWSTONE NATIONAL PARK

SURVEY

58152

455V103

RRB

DAM

DAM

TOPOGRAPHIC SURVEY

LOOP A LIFT STATION

GRANT WWTP

MAY 2025

DESIGNED:

W

FAUCET

WATER VALVE

BUILDING

EDGE OF CONCRETE

SS(D) SS(D) SANITARY LINE QUALITY D

W(B) W(B) WATER LINE QUALITY B

)) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) )) TREE LINE

SS SANITARY MANHOLE

SANITARY VENT

ELECTRIC METER

MONITOR WELL

SANITARY CLEANOUTSS

SANITARY VALVE

SS

E

ELECTRIC POWER POLE

SS(C) SS(C) SANITARY LINE QUALITY C

E(B) E(B) ELECTRIC LINE QUALITY B

OHE OHE OVERHEAD POWER LINE

SURVEY NOTES

1. THIS TOPOGRAPHIC SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JACOBS TO DETERMINE OWNERSHIP, RIGHTS OF WAY OR EASEMENTS OF RECORD. NO CURRENT TITLE POLICY, COMMITMENT OR REPORT WAS PROVIDED TO AID IN THE PREPARATION OF THIS SURVEY. THIS DOCUMENT DOES NOT REPRESENT A

BOUNDARY SURVEY.

2. PROJECT COORDINATES ARE WYOMING STATE PLANE WEST ZONE NAD83 (2011) AND ARE BASED ON NGS HORIZONTAL CONTROL POINT SHOSHONE. HORIZONTAL POSITIONS WERE BROUGHT TO THE SITE UTILIZING

RTK GPS TECHNIQUES.

3. PROJECT ELEVATIONS ARE BASED ON NGS FIRST ORDER CLASS II BENCHMARK BIG THUMB, BEING A STANDARD NGS DISK BENCHMARK SET IN THE TOP OF A CONCRETE HEADWALL STAMPED “BIG THUMB 1987” WITH A PUBLISHED NAVD88 ELEVATION OF 7789.66. VERTICAL CONTROL WAS BROUGHT TO THE SITE UTILIZING RTK GPS TECHNIQUES. ELEVATIONS ON SITE CONTROL WERE ESTABLISHED UTILIZING DIFFERENTIAL LEVELING.

4. SURVEY DATA IS BASED ON FIELD WORK CONDUCTED BETWEEN JUNE 6, 2023 AND NOVEMBER 15, 2023 BY

JACOBS SURVEY.

5. THIS TOPOGRAPHIC SURVEY IS PROVIDED FOR REFERENCE ONLY. SUBSURFACE UTILITY QUALITY D INFORMATION SHOWN HEREON IS REPRESENTED BY NATIONAL PARK SERVICE GIS DATA OR DESIGN PLANS AS

PROVIDED BY THE CLIENT.

/ / / / / / / / / / / / EDGE OF ASPHALT

M

SS

LEGEND

CONIFEROUS TREE

SS

SS

E

W

W

SS

SS

W

SS

EE

E

W

SS

SS

W

W

SS

SS

W

W

W W

M

W

W

W

W

ST

ST

ST

STST

W

SEWER

LOADING CRANE

7835 7835

5783578

78107810

78187819

7820 7820

34 78

783778367835

78377837

78367837

7827782878297830

7835783678377838

783878377836

78357834

7836 783678377838

783878377836

78377834

37 78

SSSSTTTTTTTTSSSSTTTSSSS

SSSSSTTTTTTTTSSSSSTTTSSSSSS

78357777777777777777777777777888888888888888833383383338383338333333555555555555555577777777777777777777777778887777777777787777777777777777777777777777888888888888888888888888883838383833333333333333333333333333333333333333333333333353333555555555555555555555555555555555555

38377

78363678367 37837

78357838337878357835783578358378333333333333333333335333333333

363338338383

37783

7835783678377838

7838837783778377837783778377783778377837783787836837836783668378366783683

783583578357835783557835887834

3663636

34 78

358378 35878

783666783678368778377838

783538358383578353578358

783577835783578358 55

455L101

GRANT VILLAGE WWTP

TREE REMOVAL AND FIRE

PROTECTION PLAN

PROCESS

FACILITY

EXST SLUDGE

DRYING BEDS

TREATMENT

WETLAND

BIOREACTOR

SPLITTER

GENERATOR

BUILDING

LEACH FIELDS

BURIED PROPANE

STORAGE TANKS

0 50 100 150

Scale In Feet

1"=50'

TREE REMOVAL AND FIRE PROTECTION PLAN

STORMWATER

DETENTION BASIN

BIOREACTOR AND

DIGESTER FACILITY

O&M STORAGE BUILDING

DEWATERING FACILITY

455L102

455L101

BIOREACTOR AND

DIGESTER FACILITY

PROCESS FACILITY

HEADWORKS FACILITY

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

GENERAL SHEET NOTES

SHEET KEYNOTES

1. EXISTING CONDITIONS ARE BASED UPON TOPOGRAPHIC

SURVEY, PERFORMED BY JACOBS, RECORD DRAWINGS,

AND HEXAGON AERIAL IMAGERY (2017). NOT ALL EXISTING

UTILITIES (BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. TREE REMOVAL AREAS AND INDIVIDUAL TREES TO BE

REMOVED FOR FIRE PROTECTION SHALL BE FLAGGED

PRIOR TO TREE REMOVAL AND ARE SUBJECT TO

APPROVAL OF CONTRACTING OFFICER. TREES TO BE

REMOVED FOR CONSTRUCTION OF NEW FACILITIES OR

SITE FEATURES DO NOT REQUIRE SPECIFIC APPROVAL.

3. TREES TO BE REMOVED SHALL BE SELECTED TO

PRESERVE SCREENING OF VIEWS FROM YELLOWSTONE

LAKE TO THE GREATEST EXTENT POSSIBLE.

SHEET LEGEND

BASE PRICE 10' TREE REMOVAL ZONE

OPTION 10' TREE REMOVAL ZONE

BASE PRICE 30' TREE REMOVAL ZONE

OPTION 30' TREE REMOVAL ZONE

OPTION 100' TREE REMOVAL ZONE

FENCE - SEE CIVIL

EXSTING TREE - SINGLE/AREA

KEY MAP

BURIED DIESEL

STORAGE TANK

455L101

PERCOLATION

POND #1

PERCOLATION

POND #2

PERCOLATION

POND #3

HOLDING

POND #2

HOLDING

POND #1

OPTION 3, DEWATERING FACILITY.

TREE REMOVALS FOR DEWATERING

FACILITY ARE PART OF OPTION 3.

T

W

T

P

P

W

U

EEE

E

W

SS

SS

W

SS

SS

SSSS

7768776777667765

7778 77

77807780

77727770

455L102

GRANT VILLAGE WWTP

TREE REMOVAL AND FIRE

PROTECTION PLAN

BURIED PROPANE

STORAGE TANKS

0 50 100 150

Scale In Feet

1"=50'

TREE REMOVAL AND FIRE PROTECTION PLAN

HEADWORKS FACILITY. 30' - 100' TREE REMOVAL

ZONE DOES NOT APPLY TO THIS STRUCTURE.

GENERAL SHEET NOTES

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

OPTION 4, O&M STORAGE BUILDING.

TREE REMOVALS FOR O&M STORAGE

BUILDING ARE PART OF OPTION.

LAKESIDE STORAGE BUILDING. EXISTING, NON-CRITICAL,

WOODEN STRUCTURE WILL BE TREATED AS SACRIFICIAL IN

THE EVENT OF A WILDFIRE. TREE REMOVAL ZONES DO NOT

APPLY TO THIS STRUCTURE TO PRESERVE VISUAL SCREENING

OF STRUCTURE FROM LAKE. STRUCTURE IS LOCATED MORE

THAN 70' FROM NEAREST OTHER STRUCTURE.

455L102

455L101

KEY MAP

455L102

SHEET LEGEND

KEY MAP

O&M STORAGE BUILDING

DEWATERING FACILITY

BIOREACTOR AND

DIGESTER FACILITY

PROCESS FACILITY

HEADWORKS FACILITY

1. EXISTING CONDITIONS ARE BASED UPON TOPOGRAPHIC

SURVEY, PERFORMED BY JACOBS, RECORD DRAWINGS,

AND HEXAGON AERIAL IMAGERY (2017). NOT ALL EXISTING

UTILITIES (BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. TREE REMOVAL AREAS AND INDIVIDUAL TREES TO BE

REMOVED FOR FIRE PROTECTION SHALL BE FLAGGED

PRIOR TO TREE REMOVAL AND ARE SUBJECT TO

APPROVAL OF CONTRACTING OFFICER. TREES TO BE

REMOVED FOR CONSTRUCTION OF NEW FACILITIES OR

SITE FEATURES DO NOT REQUIRE SPECIFIC APPROVAL.

3. TREES TO BE REMOVED SHALL BE SELECTED TO

PRESERVE SCREENING OF VIEWS FROM YELLOWSTONE

LAKE TO THE GREATEST EXTENT POSSIBLE.

BASE PRICE 10' TREE REMOVAL ZONE

OPTION 10' TREE REMOVAL ZONE

BASE PRICE 30' TREE REMOVAL ZONE

OPTION 30' TREE REMOVAL ZONE

OPTION 100' TREE REMOVAL ZONE

FENCE - SEE CIVIL

EXISTING WETLANDS

EXSTING TREE - SINGLE/AREA

SHEET KEYNOTES

T

SS

SS

E

SS

SS

SS

EE

E

SS

SS

SS

SS

T

P

P

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

U

EEE

E

SS

SS

M

E

SS

SS

SS

ST

ST

ST

STST

SS

SEWER

LOADING CRANE

E

E

54 CONIFERS

46 CONIFERS

E

SS

7768776777667765

7778 77

77807780

77727770

78187819

7820 7820

34 78

783778367835

78377837

78367837

7827782878297830

7835783678377838

783878377836

78357834

7836 7836 78377838

783878377836

78377834

37 78

SSSTSTSTSTSTSTSSSSSSTTSSSSSS

SSSTSTTTTTSSSTSSS

7836783683678368878367

783578357835837877 35357835777 33

36666

3878787 37377737773737

7835783678377838

7838783778377837783778378377878378787836367 3783678378

7878378358358357835783578348

7878777

35553

34 78

7836667836337836 78377838

783583583557883578358

78343

8358355

455L200

PROCESS

FACILITY

EXST SLUDGE

DRYING BEDS

BIOREACTOR

SPLITTER

GENERATOR

BUILDING

LEACH

FIELDS

0 100 200 300

Scale In Feet

GENERAL SHEET NOTES

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

OPTION 3,

DEWATERING

FACILITY

BIOREACTOR AND

DIGESTER FACILITY

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN

1"=100'

LANDSCAPE RESTORATION PLAN - INDEX

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

AREA 1 - 455L201

AREA 2 - 455L202

AREA 3 - 455L203

AREA 4 - 455L204

AREA 5 - 455L205

AREA 6 - 455L206

AREA 7 - 453L207

AREA 8 - 455L208

LAKESIDE

STORAGE

BUILDING

HEADWORKS

FACILITY

OPTION 4, O&M

STORAGE FACILITY

YELLOWSTONE

LAKE

TREATMENT

WETLAND

ST

ST

SSSSSSTTTTTTTTTTTTSSSSSSSTTSS

SSSSSSTTTTTTSSTTTTTTSSSSSSSTTSS

783577777777777777777777888888888888883833338338338383383333335555555555555555777777777777777777788777777777777777777777777777788888888888888888888888888888888888888888888838383838383838333333383833333333333335333335555555555555555555555555555555555555555555555555555555

7877878783636633636

78787883333333333333333333355333333333333333787878787878788353535353535355533333333333333333333333333333333333333333333333333333333333353378

455L201

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN AREA 10 20 40 60

Scale In Feet

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

1"=20'

LANDSCAPE RESTORATION PLAN - AREA 1

GENERAL SHEET NOTES

SHEET KEYNOTES

1. BASE PRICE LANDSCAPE RESTORATION AREA

SHEET LEGEND

BASE PRICE LANDSCAPE

RESTORATION AREA

FENCE - SEE CIVIL

EXISTING TREE - SINGLE/AREA

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. LANDSCAPE RESTORATION TO CONSIST OF TOPSOIL

PREPARATION, SPREADING, AND MULCHING.

SEEDING OPERATIONS TO BE PERFORMED BY

OWNER. ALL TOPSOIL USED IN LANDSCAPE

RESTORATION SHALL BE SALVAGED FROM SITE PER

SPECIFICATION SECTION 31 10 00 AND SPREAD PER

SPECIFICATION SECTION 32 19 19.13.

PERCOLATION

POND #1

PERCOLATION

POND #2

TREATMENT

WETLAND

RESTORE FROM ROAD AT

TOP OF SLOPE TO ELEV.

7837.15. SEE DWG 455C401

FOR WETLAND PLANTING

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

KEY MAP

YELLOWSTONE LAKE

PROCESS FACILITY

DEWATERING FACILITY

HEADWORKS FACILITY

BIOREACTOR AND DIGESTER FACILITY

O&M STORAGE BUILDING

7820 W

783778367835

78377837

78367837

7827782878297830

7835783678377838

783878377836

78357834

78377834

7835783678377838

783878787878787878787878788787 3737377373373737373737373788787887787788783636363636636636636

77878787835353578878787878887 3535353535353357834

455L202

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN AREA 20 20 40 60

Scale In Feet

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

1"=20'

LANDSCAPE RESTORATION PLAN - AREA 2

GENERAL SHEET NOTES

SHEET KEYNOTES

1. BASE PRICE LANDSCAPE RESTORATION AREA

SHEET LEGEND

LEACH

FIELDS

PERCOLATION

POND #3

TREATMENT

WETLAND

BIOREACTOR AND

DIGESTER FACILITY

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

KEY MAP

BASE PRICE LANDSCAPE

RESTORATION AREA

FENCE - SEE CIVIL

EXISTING TREE - SINGLE/AREA

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. LANDSCAPE RESTORATION TO CONSIST OF TOPSOIL

PREPARATION, SPREADING, AND MULCHING.

SEEDING OPERATIONS TO BE PERFORMED BY

OWNER. ALL TOPSOIL USED IN LANDSCAPE

RESTORATION SHALL BE SALVAGED FROM SITE PER

SPECIFICATION SECTION 31 10 00 AND SPREAD PER

SPECIFICATION SECTION 32 19 19.13.

PERCOLATION

POND #2

RESTORE FROM ROAD AT

TOP OF SLOPE TO ELEV.

7837.15. SEE DWG 455C401

FOR WETLAND PLANTING

YELLOWSTONE LAKE

PROCESS FACILITY

DEWATERING FACILITY

HEADWORKS FACILITY

BIOREACTOR AND DIGESTER FACILITY

O&M STORAGE BUILDING

SS

SS

E

W

SSSS

W

W

SS

W

W

STST

LOADING CRANE

34 78

783678377838

783878377836

788887 35353535

78788788 363636363

78787878788878 35353535353535353535333

34 7878778778787787

35355355355353535

78787887 3553535

787878788787 363636636678377838

455L203

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN AREA 30 20 40 60

Scale In Feet

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

1"=20'

LANDSCAPE RESTORATION PLAN - AREA 3

GENERAL SHEET NOTES

SHEET KEYNOTES

1. BASE PRICE LANDSCAPE RESTORATION AREA

SHEET LEGEND

EXST SLUDGE

DRYING BEDS

TREATMENT

WETLAND

BASE PRICE LANDSCAPE

RESTORATION AREA

FENCE - SEE CIVIL

EXISTING TREE - SINGLE/AREA

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. LANDSCAPE RESTORATION TO CONSIST OF TOPSOIL

PREPARATION, SPREADING, AND MULCHING.

SEEDING OPERATIONS TO BE PERFORMED BY

OWNER. ALL TOPSOIL USED IN LANDSCAPE

RESTORATION SHALL BE SALVAGED FROM SITE PER

SPECIFICATION SECTION 31 10 00 AND SPREAD PER

SPECIFICATION SECTION 32 19 19.13.

PERCOLATION

POND #1

HOLDING

POND #2

HOLDING

POND #1

RESTORE FROM ROAD AT

TOP OF SLOPE TO ELEV.

7837.15. SEE DWG 455C401

FOR WETLAND PLANTING

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

KEY MAP

YELLOWSTONE LAKE

PROCESS FACILITY

DEWATERING FACILITY

HEADWORKS FACILITY

BIOREACTOR AND DIGESTER FACILITY

O&M STORAGE BUILDING

CONTRACTOR

LAYDOWN AND

STORAGE AREA

W

SS

SS

W

EE

E

W

SS

SS

W

W

W W

M

ST

W

S

7835 7835

5783578

37 78

787878787 333333

78787888878 3636363636363636663633

787878788787878787878777 373737373773737737373773

363636366

788888787888333535353535355

787877783553535

455L204

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN AREA 40 20 40 60

Scale In Feet

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

1"=20'

LANDSCAPE RESTORATION PLAN - AREA 4

GENERAL SHEET NOTES

SHEET KEYNOTES

1. BASE PRICE LANDSCAPE RESTORATION AREA

SHEET LEGEND

PROCESS

FACILITY

BIOREACTOR

SPLITTER

GENERATOR

BUILDING

HOLDING

POND #2

HOLDING

POND #1

BURIED PROPANE

STORAGE TANKS

STORMWATER

DETENTION BASIN

BURIED DIESEL

STORAGE TANK

BASE PRICE LANDSCAPE

RESTORATION AREA

FENCE - SEE CIVIL

EXISTING TREE - SINGLE/AREA

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. LANDSCAPE RESTORATION TO CONSIST OF TOPSOIL

PREPARATION, SPREADING, AND MULCHING.

SEEDING OPERATIONS TO BE PERFORMED BY

OWNER. ALL TOPSOIL USED IN LANDSCAPE

RESTORATION SHALL BE SALVAGED FROM SITE PER

SPECIFICATION SECTION 31 10 00 AND SPREAD PER

SPECIFICATION SECTION 32 19 19.13.

RESTORE FROM ROAD AT

TOP OF SLOPE TO ELEV.

7837.15. SEE DWG 455C401

FOR WETLAND PLANTING

TREATMENT

WETLAND

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

KEY MAP

YELLOWSTONE LAKE

PROCESS FACILITY

DEWATERING FACILITY

HEADWORKS FACILITY

BIOREACTOR AND DIGESTER FACILITY

O&M STORAGE BUILDING

RESTORE UNDER STAIRS

W

78107810

78187819

7820 7820

455L205

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN AREA 50 20 40 60

Scale In Feet

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

1"=20'

LANDSCAPE RESTORATION PLAN - AREA 5

GENERAL SHEET NOTES

SHEET KEYNOTES

SHEET LEGEND

EXST SLUDGE

DRYING BEDS

BASE PRICE LANDSCAPE

RESTORATION AREA

BASE PRICE LANDSCAPE RESTORATION

AREA EXCLUDED FROM PROJECT SCOPE

IF OPTIONS ARE SELECTED

OPTION LANDSCAPE

RESTORATION AREA

FENCE - SEE CIVIL

EXISTING TREE - SINGLE/AREA

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. LANDSCAPE RESTORATION TO CONSIST OF TOPSOIL

PREPARATION, SPREADING, AND MULCHING.

SEEDING OPERATIONS TO BE PERFORMED BY

OWNER. ALL TOPSOIL USED IN LANDSCAPE

RESTORATION SHALL BE SALVAGED FROM SITE PER

SPECIFICATION SECTION 31 10 00 AND SPREAD PER

SPECIFICATION SECTION 32 19 19.13.

1. BASE PRICE LANDSCAPE RESTORATION AREA

2. BASE PRICE LANDSCAPE RESTORATION AREA

EXCLUDED FROM PROJECT SCOPE IF OPTIONS

ARE SELECTED

3. OPTION LANDSCAPE RESTORATION AREA

OPTION 3, DEWATERING FACILITY

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

KEY MAP

RESTORE IF OPTION 3,

DEWATERING FACILITY,

IS SELECTED.

YELLOWSTONE LAKE

PROCESS FACILITY

DEWATERING FACILITY

HEADWORKS FACILITY

BIOREACTOR AND DIGESTER FACILITY

SEWER

455L206

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN AREA 60 20 40 60

Scale In Feet

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

1"=20'

LANDSCAPE RESTORATION PLAN - AREA 6

GENERAL SHEET NOTES

SHEET KEYNOTES

1. BASE PRICE LANDSCAPE RESTORATION AREA

2. OPTION LANDSCAPE RESTORATION AREA

SHEET LEGEND1

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. LANDSCAPE RESTORATION TO CONSIST OF TOPSOIL

PREPARATION, SPREADING, AND MULCHING.

SEEDING OPERATIONS TO BE PERFORMED BY

OWNER. ALL TOPSOIL USED IN LANDSCAPE

RESTORATION SHALL BE SALVAGED FROM SITE PER

SPECIFICATION SECTION 31 10 00 AND SPREAD PER

SPECIFICATION SECTION 32 19 19.13.

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

KEY MAP

BASE PRICE LANDSCAPE

RESTORATION AREA

OPTION LANDSCAPE

RESTORATION AREA

FENCE - SEE CIVIL

EXISTING TREE - SINGLE/AREA

YELLOWSTONE LAKE

PROCESS FACILITY

DEWATERING FACILITY

HEADWORKS FACILITY

T

W

T

P

P

W

U

EEE

E

W

SS

SS

W

SS

SS

7768776777667765

7778 77

77807780

77727770

606076

55557577

455L207

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN AREA 70 20 40 60

Scale In Feet

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

1"=20'

LANDSCAPE RESTORATION PLAN - AREA 7

GENERAL SHEET NOTES

SHEET KEYNOTES

1. BASE PRICE LANDSCAPE RESTORATION AREA

2. BASE PRICE LANDSCAPE RESTORATION AREA

EXCLUDED FROM PROJECT SCOPE IF OPTIONS

ARE SELECTED

SHEET LEGEND

LAKESIDE

STORAGE

BUILDING

HEADWORKS

FACILITY

BURIED PROPANE

STORAGE TANKS

EXST

OVERFLOW

STORAGE

TANK

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. LANDSCAPE RESTORATION TO CONSIST OF TOPSOIL

PREPARATION, SPREADING, AND MULCHING.

SEEDING OPERATIONS TO BE PERFORMED BY

OWNER. ALL TOPSOIL USED IN LANDSCAPE

RESTORATION SHALL BE SALVAGED FROM SITE PER

SPECIFICATION SECTION 31 10 00 AND SPREAD PER

SPECIFICATION SECTION 32 19 19.13.

RESTORATION NOT REQUIRED IF

OPTION 3, O&M STORAGE BUILDING

IS SELECTED. RESTORE ANY

LANDSCAPE DISTURBANCE IN

STAGING AREA AND LAYDOWN AREA

IF OPTION 3 IS NOT SELECTED.

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

KEY MAP

BASE PRICE LANDSCAPE

RESTORATION AREA

BASE PRICE LANDSCAPE RESTORATION

AREA EXCLUDED FROM PROJECT

SCOPE IF OPTIONS ARE SELECTED

FENCE - SEE CIVIL

SENSITIVE AREA

EXISTING WETLAND

EXISTING TREE - SINGLE/AREA

OPTION 3, O&M STORAGE BUILDING

STORMWATER

DETENTION BASIN

YELLOWSTONE LAKE

PROCESS FACILITY

DEWATERING FACILITY

HEADWORKS FACILITY

455L208

GRANT VILLAGE WWTP

LANDSCAPE RESTORATION

PLAN AREA 80 20 40 60

Scale In Feet

DATE:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

CADD

0" 1"FULL SIZE DRAWINGS = 22"x34"

BAR MEASURES 1" LONG

DESIGNED:

YELLOWSTONE NATIONAL PARK

D. ARSENEAU

D. ARSENEAU

176866

310402

LANDSCAPE

MAY 2025 588

1"=20'

LANDSCAPE RESTORATION PLAN - AREA 8

GENERAL SHEET NOTES

SHEET KEYNOTES

1. BASE PRICE LANDSCAPE RESTORATION AREA

SHEET LEGEND

1. EXISTING CONDITIONS ARE BASED UPON

TOPOGRAPHIC SURVEY, PERFORMED BY JACOBS,

RECORD DRAWINGS, AND HEXAGON AERIAL

IMAGERY (2017). NOT ALL EXISTING UTILITIES

(BURIED OR ABOVE GROUND) MAY BE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING

EXISTING CONDITIONS FOR CONSTRUCTION.

2. LANDSCAPE RESTORATION TO CONSIST OF TOPSOIL

PREPARATION, SPREADING, AND MULCHING.

SEEDING OPERATIONS TO BE PERFORMED BY

OWNER. ALL TOPSOIL USED IN LANDSCAPE

RESTORATION SHALL BE SALVAGED FROM SITE PER

SPECIFICATION SECTION 31 10 00 AND SPREAD PER

SPECIFICATION SECTION 32 19 19.13.

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

KEY MAP

BASE PRICE LANDSCAPE

RESTORATION AREA

EXISTING TREE - SINGLE/AREA

YELLOWSTONE LAKE

PROCESS FACILITY

DEWATERING FACILITY

HEADWORKS FACILITY

DIGITALLY SIGNED: 05/07/2025

DIGITALLY SIGNED: 08/07/2025

DIGITALLY SIGNED: 05/29/2025

05/06/2025

08/07/2025

08/08/2025

05/30/2025

450 - GENERAL
450G001_D3167659
450G002_D3167659
450G003_D3167659
450G004_D3167659
450G005_D3167659
450G006_D3167659
450G011_D3167659
450G012_D3167659
450G013_D3167659
450G021_D3167659
450G022_D3167659
450G031_D3167659
450G032_D3167659
450G033_D3167659
450G034_D3167659
450G035_D3167659
450G041_D3167659
450G042_D3167659
450G043_D3167659
450G044_D3167659
450G045_D3167659
450G046_D3167659
450G047_D3167659
450G048_D3167659
450G049_D3167659
450G050_D3167659
450G051_D3167659
450G052_D3167659
450G053_D3167659
450G061_D3167659
450G062_D3167659
450G071_D3167659
450G072_D3167659
450G073_D3167659
450G074_D3167659
450G081_D3167659
450G082_D3167659
455 - SITE CIVIL
455X101_D3167659
455X102_D3167659
455X103_D3167659
455X104_D3167659
455X105_D3167659
455X106_D3167659
455X107_D3167659
455X108_D3167659
455C100_D3167659
455C101_D3167659
455C102_D3167659
455C103_D3167659
455C104_D3167659
455C105_D3167659
455C106_D3167659
455C107_D3167659
455C108_D3167659
455C111_D3167659
455C112_D3167659
455C113_D3167659
455C114_D3167659
455C115_D3167659
455C116_D3167659
455C117_D3167659
455C118_D3167659
455C121_D3167659
455C122_D3167659
455C123_D3167659
455C124_D3167659
455C125_D3167659
455C126_D3167659
455C127_D3167659
455C128_D3167659
455C130_D3167659
455C131_D3167659
455C132_D3167659
455C133_D3167659
455C134_D3167659
455C135_D3167659
455C136_D3167659
455C137_D3167659
455C138_D3167659
455C151_D3167659
455C311_D3167659
455C312_D3167659
455C313_D3167659
455C314_D3167659
455C315_D3167659
455C331_D3167659
455C401_D3167659
455C402_D3167659
455C431_D3167659
455C501_D3167659
455C502_D3167659
455C503_D3167659
455C504_D3167659
455C505_D3167659
455C506_D3167659
455C507_D3167659
455C508_D3167659
455C509_D3167659
455C510_D3167659
455C511_D3167659
455C512_D3167659
455C513_D3167659
455C514_D3167659
455C515_D3167659
455C516_D3167659
455C517_D3167659
455C518_D3167659
455C519_D3167659
455C520_D3167659
455C521_D3167659
455C522_D3167659
455C523_D3167659
455C524_D3167659
455C525_D3167659
455C526_D3167659
455C527_D3167659
455C528_D3167659
455C529_D3167659
455C530_D3167659
455C551_D3167659
455C601_D3167659
455C602_D3167659
455C603_D3167659
455C604_D3167659
455C631_D3167659
455C632_D3167659
455C731_D3167659
455C732_D3167659
455C733_D3167659
455C734_D3167659
455C735_D3167659
455C736_D3167659
455C737_D3167659
455C738_D3167659
455C811_D3167659
455C812_D3167659
455C813_D3167659
455C814_D3167659
455C834_D3167659
455C835_D3167659
455C836_D3167659
455C837_D3167659
455C838_D3167659
455C839_D3167659
455C840_D3167659
455C841_D3167659
455C842_D3167659
455C843_D3167659
455C851_D3167659
455V101
455V102
455V103
455L101
455L102
455L200
455L201
455L202
455L203
455L204
455L205
455L206
455L207
455L208
458 - ELECTRICAL
458E130_D3167659
458E131_D3167659
458E132_D3167659
458E133_D3167659
458E134_D3167659
458E135_D3167659
458E136_D3167659
458E137_D3167659
458E138_D3167659
458E301_D3167659
458E302_D3167659
458E303_D3167659
458E304_D3167659
458E601_D3167659
458E602_D3167659
458E603_D3167659
458E604_D3167659
458E605_D3167659
458E610_D3167659
458E611_D3167659
458E612_D3167659
458E613_D3167659
458E614_D3167659
458E615_D3167659
458E616_D3167659
458E617_D3167659
458E618_D3167659
458E620_D3167659
458E621_D3167659
458E622_D3167659
458E623_D3167659
458E624_D3167659
458E625_D3167659
458E626_D3167659
458E627_D3167659
458E628_D3167659
458E629_D3167659
458E630_D3167659
458E631_D3167659
458E632_D3167659
458E633_D3167659
458E634_D3167659
458E640_D3167659
458E641_D3167659
458E642_D3167659
458E643_D3167659
458E644_D3167659
458E645_D3167659
458F101_D3167659
459 - INSTRUMENTATION AND CONTROLS
459N001_D3167659
459N002_D3167659
459N003_D3167659
459N004_D3167659
459N005_D3167659
459N006_D3167659
459N007_D3167659
459N008_D3167659
459N009_D3167659
459N010_D3167659
459N011_D3167659
459N012_D3167659
459N013_D3167659
459N014_D3167659
459N015_D3167659
459N016_D3167659
459N017_D3167659
459N018_D3167659
459N019_D3167659
459N020_D3167659
459N021_D3167659
459N022_D3167659
459N023_D3167659
459N024_D3167659
459N025_D3167659
459N026_D3167659
459N027_D3167659
459N028_D3167659
459N029_D3167659
459N030_D3167659
459N031_D3167659
459N032_D3167659
459N033_D3167659
459N034_D3167659
459N035_D3167659
459N036_D3167659
459N100_D3167659
459N101_D3167659
459N102_D3167659
459N103_D3167659
459N104_D3167659
459N105_D3167659
459N106_D3167659
459N107_D3167659
459N111_D3167659
459N112_D3167659
459N113_D3167659
459N114_D3167659
459N115_D3167659
459N116_D3167659
459N117_D3167659
459N120_D3167659
459N121_D3167659
459N122_D3167659
459N123_D3167659
460 - HEADWORKS FACILITY
460A100_D3167659
460A101_D3167659
460A102_D3167659
460A103_D3167659
460A201_D3167659
460A202_D3167659
460A301_D3167659
460A601_D3167656
460A602_D3167656
460S101_D3167659
460S102_D3167659
460S103_D3167659
460S104_D3167659
460S301_D3167659
460S302_D3167659
460S303_D3167659
460S304_D3167659
460S305_D3167659
460S501_D3167659
460S502_D3167659
460D101_D3167659
460D301_D3167659
460D901_D3167659
460M101_D3167659
460M301_D3167659
460M601_D3167659
460P101_D3167659
460P901_D3167659
460E101_D3167659
460E102_D3167659
465 - PROCESS FACILITY
465A100_D3167659
465A110_D3167659
465A111_D3167659
465A112_D3167659
465A113_D3167659
465A114_D3167659
465A120_D3167659
465A121_D3167659
465A122_D3167659
465A123_D3167659
465A124_D3167659
465A130_D3167659
465A132_D3167659
465A134_D3167659
465A140_D3167659
465A201_D3167659
465A202_D3167659
465A301_D3167659
465A302_D3167659
465A303_D3167659
465A401_D3167659
465A402_D3167659
465A601_D3167659
465A602_D3167659
465S110_D3167659
465S111_D3167659
465S112_D3167659
465S113_D3167659
465S114_D3167659
465S120_D3167659
465S121_D3167659
465S122_D3167659
465S123_D3167659
465S124_D3167659
465S130_D3167659
465S131_D3167659
465S132_D3167659
465S133_D3167659
465S134_D3167659
465S201_D3167659
465S202_D3167659
465S203_D3167659
465S301_D3167659
465S302_D3167659
465S303_D3167659
465S304_D3167659
465S305_D3167659
465S306_D3167659
465S307_D3167659
465S401_D3167659
465S501_D3167659
465S502_D3167659
465S503_D3167659
465S504_D3167659
465S505_D3167659
465S506_D3167659
465S507_D3167659
465D110_D3167659
465D111_D3167659
465D112_D3167659
465D113_D3167659
465D114_D3167659
465D120_D3167659
465D121_D3167659
465D122_D3167659
465D123_D3167659
465D124_D3167659
465D301_D3167659
465D302_D3167659
465D303_D3167659
465D304_D3167659
465D305_D3167659
465D901_D3167659
465D902_D3167659
465M110_D3167659
465M111_D3167659
465M112_D3167659
465M113_D3167659
465M114_D3167659
465M120_D3167659
465M121_D3167659
465M122_D3167659
465M123_D3167659
465M124_D3167659
465M301_D3167659
465M601_D3167659
465M602_D3167659
465P110_D3167659
465P111_D3167659
465P112_D3167659
465P113_D3167659
465P114_D3167659
465P120_D3167659
465P121_D3167659
465P122_D3167659
465P123_D3167659
465P124_D3167659
465P901_D3167659
465F120_D3167659
465F122_D3167659
465E110_D3167659
465E111_D3167659
465E112_D3167659
465E113_D3167659
465E114_D3167659
465E115_D3167659
465E116_D3167659
465E117_D3167659
465E118_D3167659
465E120_D3167659
465E121_D3167659
465E122_D3167659
465E123_D3167659
465E124_D3167659
465E125_D3167659
465E126_D3167659
465E127_D3167659
465E128_D3167659
465E401_D3167659
470 - BIOREACTOR SPLITTER
470A100_D3167659
470A101_D3167659
470A201_D3167659
470A301_D3167659
470A601_D3167656
470S101_D3167659
470S301_D3167659
470S501_D3167659
470D101_D3167659
470D301_D3167659
470D302_D3167659
470M101_D3167659
470P101_D3167659
470E101_D3167659
475 - BIOREACTOR AND DIGESTERS
475A100_D3167659
475A101_D3167659
475A102_D3167659
475A201_D3167659
475A301_D3167659
475A601_D3167659
475S101_D3167659
475S102_D3167659
475S103_D3167659
475S301_D3167659
475S302_D3167659
475S303_D3167659
475S304_D3167659
475S305_D3167659
475S306_D3167659
475S401_D3167659
475S501_D3167659
475D101_D3167659
475D102_D3167659
475D301_D3167659
475D302_D3167659
475D303_D3167659
475D401_D3167659
475D901_D3167659
475D902_D3167659
475M101_D3167659
475M301_D3167659
475M601_D3167659
475P101_D3167659
475P401_D3167659
475P901_D3167659
475E101_D3167659
475E102_D3167659
480 - DEWATERING FACILITY
480A100_D3167659
480A101_D3167659
480A102_D3167659
480A201_D3167659
480A202_D3167659
480A301_D3167659
480A601_D3167659
480A602_D3167659
480S101_D3167659
480S102_D3167659
480S103_D3167659
480S301_D3167659
480S302_D3167659
480S303_D3167659
480S501_D3167659
480D101_D3167659
480D301_D3167659
480D302_D3167659
480D303_D3167659
480D304_D3167659
480D901_D3167659
480M101_D3167659
480M301_D3167659
480M601_D3167659
480P101_D3167659
480P901_D3167659
480E101_D3167659
480E102_D3167659
485 - O&M STORAGE BUILDING
485A100_D3167659
485A101_D3167659
485A102_D3167659
485A201_D3167659
485A301_D3167659
485A601_D3167659
485S101_D3167659
485S102_D3167659
485S301_D3167659
485S302_D3167659
485S501_D3167659
485E101_D3167659
490 - GENERATOR BUILDING
490A100_D3167659
490A101_D3167659
490A201_D3167659
490A301_D3167659
490S101_D3167659
490M101_D3167659
490M102_D3167659
490M301_D3167659
490E101_D3167659
499 - STANDARD DETAILS
499G031_D3167659
499G032_D3167659
499G033_D3167659
499G034_D3167659
499G035_D3167659
499G036_D3167659
499G037_D3167659
499G038_D3167659
499G041_D3167659
499G042_D3167659
499G043_D3167659
499G044_D3167659
499G050_D3167659
499G051_D3167659
499G052_D3167659
499G053_D3167659
499G054_D3167659
499G055_D3167659
499G056_D3167659
499G057_D3167659
499G058_D3167659
499G059_D3167659
499G060_D3167659
499G061_D3167659
499G071_D3167659
499G072_D3167659
499G073_D3167659
499G074_D3167659
499G081_D3167659
499G082_D3167659
499G083_D3167659
499G084_D3167659
499G085_D3167659
499G091_D3167659
499G092_D3167659
499G093_D3167659
499G101_D3167659
499G102_D3167659
499G111_D3167659
499G121_D3167659
499G131_D3167659
499G132_D3167659
499G221_D3167659
499G222_D3167659
499G223_D3167659
499G231_D3167659
499G232_D3167659
499G233_D3167659
499G234_D3167659
499G261_D3167659
499G262_D3167659
499G263_D3167659
499G264_D3167659
499G265_D3167659
499G311_D3167659
499G321_D3167659
499G331_D3167659
499G332_D3167659
499G333_D3167659
499G334_D3167659
499G351_D3167659
499G401_D3167659
499G402_D3167659
499G403_D3167659
499G404_D3167659
499G405_D3167659
499G406_D3167659
499G407_D3167659
499G408_D3167659
499G409_D3167659
499G410_D3167659
499G411_D3167659
499G412_D3167659
499G413_D3167659
499G414_D3167659
499G415_D3167659
499G416_D3167659

File details come from the government source that posted it. Updated .