Attachment 4: Drawings Tony Grove
Updated
A PDF document (9.2 MB) attached to GAOA Tony Grove Dam Spillway Capacity & Seismic Mitigation, Uinta/Wasatch/Cache National Forest, from the Forest Service. Due Nov 20, 2026, 5:00 PM (UTC-7).
File name: C04 Attachment 4 - Drawings Tony Grove.pdf
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Digitally signed by RYAN STONE
5/29/
MARSHALL BLOM
2026.06.01 08:10:44 -06'00'
6/1/2
Digitally signed by KELSHA
ANDERSON
Date: 2026.06.04 07:17:39 -06'00'
6/4/2
2026.05.29 16:28:55
RYAN STONE Date:
-06'00'
KELSHA
ANDERSON
signed by KEVIN BOURNE
KEVIN BOURNE Digitally
Date: 2026.06.04 12:25:04 -06'00'
DATE
BY
MADE
REVISION
N
EXCAVATION PLAN
EXCAVATION PLAN RIGHT DIKE
F201
EXCAVATION SECTIONS
F301
DRAINAGE DETAILS
F302
DRAINAGE DETAILS
TONY GROVE CAMPGROUND
FR003
LEWIS M. TURNER CAMPGROUND
E101
EMBANKMENT PLAN LEFT ABUTMENT
EMBANKMENT PLAN RIGHT DIKE
E103
DAM ACCESS TRAIL PLAN AND PROFILE
E104
DIKE ACCESS TRAIL PLAN AND PROFILE
E201
EMBANKMENT SECTIONS
E301
EMBANKMENT DETAILS
BY
AUTHORIZED
1435 WEST 820 NORTH
EMBANKMENT DRAWINGS
E102
NO.
IN COLLABORATION WITH
F101
DESIGNED BY
FR163
WHITE PINE CREEK TRAIL HEAD
FOUNDATION DRAWINGS
F102
26-MAR-2026
PROJECT SITE PLAN AND CROSS REFERENCE
DATE
G105
RED BANKS CAMPGROUND
FORESTRY CAMP UTAH
801 521-5771 SALT LAKE CITY
EXISTING SITE PLAN AND SURVEY CONTROL
801 374-5771 PROVO
G104
BORROW AREA
RESERVOIR
B. PRICE
PROJECT LEGEND AND GENERAL NOTES
201901-020-3b
G103
TONY GROVE
PROJECT NO.
RESERVOIR SPILLWAY AND OUTLET CAPACITY
CHECKED BY
INDEX OF SHEETS & EMBANKMENT GRADATION REQUIREMENTS
G102
DRAWN BY
TITLE SHEET
G101
PROVO, UTAH 84601-1343
G100
B. HORROCKS
GENERAL SHEETS
DESCRIPTION
B. GOLDING
SHEET NO.
HW Y 89
INDEX OF SHEETS
GATE STEM SECTIONS AND DETAILS
S401
OUTLET WORKS OUTLET STRUCTURE
S501
OUTLET WEIR STRUCTURE
S502
OUTLET WEIR STRUCTURE DETAILS
S601
COMFORT STATION INSTALLATION - VAULT TOILET
INSTRUMENTATION DRAWINGS
I101
INSTRUMENTATION DETAILS
I102
INSTRUMENTATION DETAILS
SUBSURFACE INFORMATION
B101
INVESTIGATION PLAN
B201
BORING LOGS
FOR INFORMATION ONLY
EMBANKMENT GRADATION REQUIREMENTS
EMBANKMENT FILL
FILTER SAND
GRAVEL DRAIN
ROADBASE
REQUIREMENTS
REQUIREMENTS
REQUIREMENTS
REQUIREMENTS
SIEVE
PERCENT
SIEVE
PERCENT
SIEVE
PERCENT
SIEVE
SIZE
PASSING
SIZE
PASSING
SIZE
PASSING
SIZE
PERCENT
PASSING
TARGET (ALLOWABLE DEVIATION)*
4"
1/2"
1 1/2"
1"
70 - 100
3/8"
95-100
1"
90-100
98 (2)
# 4
35 - 80
#4
75 - 100
3/4"
65 - 100
70 - 80 (6)
# 200
20 - 45
2006 TONY GROVE RESERVOIR
100 (0)
#8
55 - 100
1/2"
45 - 100
#4
51 - 63 (7)
#16
35 - 85
3/8"
35 - 80
#16
28 - 39 (6)
#30
15 - 60
#4
15 - 50
#40
19 - 27 (5)
0 - 30
#8
0 - 30
#200
10.0 - 16.0 (4)
0 - 10
#16
0 - 10
NON PLASTIC
0 - 3.5
#30
0 - 5
*SEE CONSTRUCTION SPECIFICATION
GRADATION REQUIREMENTS
S302
BORROW AREA LOCATION
INDEX OF SHEETS & EMBANKMENT
GATE HOIST STRUCTURE
TONY GROVE RESERVOIR
OUTLET WORKS INTAKE STRUCTURE DETAILS
S301
E
SEAL
No. 7714557
EE
R
LL < 50
ONAL EN
SI
G
S
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