B08-Section_J-Attachment_2-Drawings_1B_Grant_Village_WWTP.pdf
PDF 43 MB Posted
- Solicitation number
- 140P2025R0102
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 |
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| 450G021_D3167659 |
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| 450G035_D3167659 |
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| 450G042_D3167659 |
| 450G043_D3167659 |
| 450G044_D3167659 |
| 450G045_D3167659 |
| 450G046_D3167659 |
| 450G047_D3167659 |
| 450G048_D3167659 |
| 450G049_D3167659 |
| 450G050_D3167659 |
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| 450G061_D3167659 |
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| 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 |
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| 455C431_D3167659 |
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| 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 |
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| 458E631_D3167659 |
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| 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 |
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| 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 |
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| 465A401_D3167659 |
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| 465A601_D3167659 |
| 465A602_D3167659 |
| 465S110_D3167659 |
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| 465S401_D3167659 |
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| 465S502_D3167659 |
| 465S503_D3167659 |
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| 465S507_D3167659 |
| 465D110_D3167659 |
| 465D111_D3167659 |
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| 465D304_D3167659 |
| 465D305_D3167659 |
| 465D901_D3167659 |
| 465D902_D3167659 |
| 465M110_D3167659 |
| 465M111_D3167659 |
| 465M112_D3167659 |
| 465M113_D3167659 |
| 465M114_D3167659 |
| 465M120_D3167659 |
| 465M121_D3167659 |
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| 465M124_D3167659 |
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| 465M601_D3167659 |
| 465M602_D3167659 |
| 465P110_D3167659 |
| 465P111_D3167659 |
| 465P112_D3167659 |
| 465P113_D3167659 |
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| 465P121_D3167659 |
| 465P122_D3167659 |
| 465P123_D3167659 |
| 465P124_D3167659 |
| 465P901_D3167659 |
| 465F120_D3167659 |
| 465F122_D3167659 |
| 465E110_D3167659 |
| 465E111_D3167659 |
| 465E112_D3167659 |
| 465E113_D3167659 |
| 465E114_D3167659 |
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| 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 |
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| 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 |
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| 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 |
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| 499G415_D3167659 |
| 499G416_D3167659 |
File details come from the government source that posted it. Updated .