Attachment_2_140R4024R0020_Drawings_90_.pdf
PDF 46 MB Posted
- Attached to
- Hyrum Dam Spillway Replacement Federal contract opportunity
- Solicitation number
- 140R4024R0020
About this file
This document appears to be a set of drawings related to the Hyrum Dam Spillway Replacement project, Solicitation Number 140R4024R0020, issued by the Department of the Interior Bureau of Reclamation. The overall project involves the construction of a new reinforced concrete spillway and the removal of the existing spillway structure, located approximately 9 miles southwest of Logan, Utah. The work includes site preparation, construction of the new spillway, outlet channel, inlet area, associated mechanical and electrical features, drainage systems, foundation work, a roadway bridge, gate hoist structure, embankment dike, new irrigation canal siphons, access road, and excavation of the existing spillway. The anticipated performance period for this project is from March 2025 through January 2029.
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Text version
90% DRAWINGS
September 2024
U.S. Department of the Interior Bureau of Reclamation Technical Service Center Denver, Colorado
Hyrum Dam Spillway Replacement
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DESIGNER
DRAWN
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TECH APPROVER, P.E.
APPROVER, P.E.
DENVER, CO 2024/06/07
GENERAL
INDEX
188-D-60180
CIVIL
SHEET NO. DRAWING NO. CONTENT DETAIL
8 188-D-60186 SPILLWAY FINISHED GRADE PLAN AND PROFILE
9 188-D-60187 SPILLWAY FINISHED GRADE PLAN AND PROFILE
10 188-D-60188 SPILLWAY FINISHED GRADE SECTIONS
11 188-D-60189 SPILLWAY FINISHED GRADE SECTIONS AND DETAILS
12 188-D-60190 SPILLWAY FINISHED GRADE DETAILS
13 188-D-60196 SPILLWAY FINISHED GRADE DETAILS
14 188-D-60191 SPILLWAY CREST FINISHED GRADE PLAN AND SECTIONS
15 188-D-60192 SPILLWAY CREST FINISHED GRADE SECTIONS AND REINFORCEMENT
16 188-D-60193 ROAD ALIGNMENT PLAN AND PROFILE
17 188-D-60194 SPILLWAY ACCESS ROAD PLAN AND PROFILE
18 188-D-60195 ROAD SECTIONS SECTIONS
19 188-D-60197 FINAL SHORELINE GRADING PLAN AND SECTIONS
20 188-D-60198 SPILLWAY EXCAVATION PLAN AND PROFILE
21 188-D-60199 SPILLWAY EXCAVATION PLAN, PROFILE, AND DETAIL
22 188-D-60200 SPILLWAY EXCAVATION SECTIONS
23 188-D-60201 SPILLWAY EXCAVATION SECTIONS
24 188-D-60252 SPILLWAY EXCAVATION SECTIONS AND DETAIL
25 188-D-60202 DEWATERING PHASE 1 EXCAVATION PLAN, PROFILE, AND SECTION
26 188-D-60203 DEWATERING PHASE 2 EXCAVATION PLAN, PROFILE, AND SECTION
27 188-D-60204 DEWATERING UPPER CHUTE EXCAVATION PLAN, PROFILE, AND
SECTION
28 188-D-60205 DEWATERING WELL DETAILS
29 188-D-60206 DEWATERING CUTOFF PLAN AND PROFILE
30 188-D-60207 DEWATERING WELL LOCATION TABLES
31 188-D-60208 AGGREGATE PIER FOUNDATION TREATMENT PLAN AND DETAILS
32 188-D-60209 AGGREGATE PIER CREST STRUCTURE AND TRANSITION PLAN
33 188-D-60210 AGGREGATE PIER TRANSITION PLAN
34 188-D-60211 AGGREGATE PIER UPPER CHUTE PLAN
35 188-D-60212 AGGREGATE PIER COORDINATE TABLE 1 LOCATION TABLE
36 188-D-60213 AGGREGATE PIER COORDINATE TABLE 2 LOCATION TABLE
37 188-D-60380 AGGREGATE PIER COORDINATE TABLE 3 LOCATION TABLE
38 188-D-60214 INLET AND CREST STRUCTURE BACKFILL STATION 2+01.5 TO 3+78.0
39 188-D-60218 EAST FIELD CANAL TEMPORARY BYPASS PLAN AND PROFILE
40 188-D-60219 EAST FIELD CANAL TEMPORARY BYPASS SECTIONS AND DETAILS
41 188-D-60220 EAST FIELD CANAL INVERTED SIPHON PLAN AND PROFILE
42 188-D-60221 EAST FIELD CANAL INVERTED SIPHON TRANSITIONS PLAN, SECTIONS AND DETAIL 43 188-D-60222 EAST FIELD CANAL INVERTED SIPHON TRANSITIONS FENCING AND SAFETY CABLE
44 188-D-60223 EAST FIELD CANAL REALIGNMENT PLAN, PROFILE AND SECTIONS
45 188-D-60224 HYRUM FEEDER DITCH PIPELINE INVERTED SIPHON PLAN AND PROFILE
46 188-D-60225 HYRUM FEEDER DITCH PIPELINE INVERTED SIPHON
ACCESS MANHOLES
PLAN, SECTIONS AND DETAILS
47 188-D-60226 EAST FIELD CANAL AND HYRUM FEEDER DITCH PIPELINE
INVERTED SHIPHONS
MISCELLANEOUS DETAILS
GENERAL
SHEET NO. DRAWING NO. CONTENT DETAIL
1 188-D-60180 GENERAL INDEX
2 188-D-60181 GENERAL INDEX
3 188-D-60182 GENERAL KEY, VICINITY AND LOCATION MAPS
4 188-D-60183 GENERAL EXISTING CONDITIONS PLAN
5 188-D-60184 GENERAL SITE PLAN
6 188-D-60185 GENERAL CONTRACTOR USE AREA
7 188-D-60366 MATERIAL DISTRIBUTION CHART
STRUCTURAL
SHEET NO. DRAWING NO. CONTENT DETAIL
48 188-D-60227 DISCHARGE CURVE
49 188-D-60228 CONCRETE OUTLINE - KEY PLAN PLAN AND PROFILE
50 188-D-60229 CONCRETE OUTLINE - INLET PLAN 2+01.50 TO 2+95.50
51 188-D-60230 CONCRETE OUTLINE - INLET PROFLE 2+01.50 TO 2+95.50
52 188-D-60231 CONCRETE OUTLINE - CREST PLAN 2+95.50 TO 3+73.00
53 188-D-60232 CONCRETE OUTLINE - CREST PROFILE 2+95.50 TO 3+73.00
54 188-D-60233 CONCRETE OUTLINE - CREST SECTION AND DETAIL 2+95.50 TO 3+73.00
55 188-D-60234 CONCRETE OUTLINE - CREST SECTIONS 2+95.50 TO 3+73.00
56 188-D-60235 CONCRETE OUTLINE - CREST SECTION AND DETAILS 2+95.50 TO 3+73.00
57 188-D-60236 CONCRETE OUTLINE - UPPER TRANSITION PLAN 3+73.00 TO 4+63.00
58 188-D-60237 CONCRETE OUTLINE - UPPER TRANSITION PROFILE 3+73.00 TO 4+63.00
59 188-D-60238 CONCRETE OUTLINE - UPPER TRANSITION SECTION 3+73.00 TO 4+63.00
60 188-D-60239 CONCRETE OUTLINE - UPPER CHUTE PLAN AND PROFILE 4+63.00 TO 6+34.50
61 188-D-60240 CONCRETE OUTLINE - UPPER CHUTE SECTION 4+63.00 TO 6+34.50
62 188-D-60241 CONCRETE OUTLINE - LOWER CHUTE PLAN AND PROFILE 6+34.50 TO 9+04.00 63 188-D-60242 CONCRETE OUTLINE - LOWER CHUTE SECTION AND DETAIL 6+34.50 TO 9+04.00 64 188-D-60243 CONCRETE OUTLINE - LOWER TRANSITION PLAN AND PROFILE 9+04.00 TO 9+93.00 65 188-D-60244 CONCRETE OUTLINE - LOWER TRANSITION PLAN AND SECTION 9+93.00 TO 11+25.00
66 188-D-60245 CONCRETE OUTLINE - LOWER TRANSITION PROFILE 9+93.00 TO 11+25.00
67 188-D-60246 CONCRETE OUTLINE - LOWER TRANSITION SECTION 9+93.00 TO 11+25.00
68 188-D-60247 CONCRETE OUTLINE - STILLING BASIN PLAN 11+25.00 TO 12+37.50
69 188-D-60248 CONCRETE OUTLINE - STILLING BASIN PROFILE 11+25.00 TO 12+37.50
70 188-D-60249 CONCRETE OUTLINE - STILLING BASIN SECTIONS 11+25.00 TO 12+37.50
71 188-D-60250 CONCRETE OUTLINE TYPICAL DETAILS
72 188-D-60254 DRAINAGE CREST PLAN, PROFILE, AND SECTIONS 3+29.50 TO 3+73.00
BRIDGE
SHEET NO. DRAWING NO. CONTENT DETAIL
128 188-D-60312 ROADWAY BRIDGE AND HOIST DECK DESIGN CRITERIA, GENERAL NOTES, AND
ABBREVIATIONS
129 188-D-60313 ROADWAY BRIDGE AND HOIST DECK GENERAL
ARRANGEMENT
PLAN
130 188-D-60105 SPILLWAY ROAD BRIDGE PLAN, SECTIONS, DETAILS AND NOTES
131 188-D-60106 SPILLWAY ROAD BRIDGE SECTIONS
132 188-D-60107 SPILLWAY ROAD BRIDGE BEARING PLANS AND DETAILS
133 188-D-60108 SPILLWAY ROAD BRIDGE SECTIONS AND DETAILS
134 188-D-60109 ROADWAY BRIDGE BEAMS REINFORCEMENT DETAILS AND NOTES
135 188-D-60319 HOIST DECK OUTLINE AND REINFORCEMENT PLAN AND SECTION
136 188-D-60320 HOIST DECK OUTLINE AND REINFORCEMENT SECTION AND PANEL REINFORCEMENT PLAN
137 188-D-60321 HOIST DECK OUTLINE AND REINFORCEMENT DETAILS
138 188-D-60325 HOIST ENCLOSURE - ARCHITECTURAL GENERAL ARRANGEMENT
139 188-D-60326 HOIST ENCLOSURE - ARCHITECTURAL ELEVATIONS AND SECTIONS
140 188-D-60327 HOIST ENCLOSURE - ARCHITECTURAL ROOF PLANS AND ROOF DETAILS
141 188-D-60328 HOIST ENCLOSURE - ARCHITECTURAL DOOR AND WINDOW SCHEUDLE AND DETAILS
STRUCTURAL
SHEET NO. DRAWING NO. CONTENT DETAIL
73 188-D-60255 DRAINAGE - UPPER TRANSITION PLAN, PROFILE AND SECTIONS 3+73.00 TO 4+63.00 74 188-D-60256 DRAINAGE - UPPER TRANSITION SECTIONS AND DETAILS 3+73.00 TO 4+63.00
75 188-D-60257 DRAINAGE - UPPER CHUTE PLAN AND PROFILE 4+63.00 TO 6+34.50
76 188-D-60258 DRAINAGE - UPPER CHUTE PROFLIE AND SECTIONS 4+63.00 TO 6+34.50
77 188-D-60259 DRAINAGE - LOWER CHUTE PLAN, PROFILES, AND DETAIL 6+34.50 TO 7+75.00 78 188-D-60260 DRAINAGE - LOWER CHUTE PLAN, SECTIONS, AND DETAIL 6+34.50 TO 7+57.00
79 188-D-60261 DRAINAGE - LOWER CHUTE PLANS 7+57.00 TO 9+04.00
80 188-D-60262 DRAINAGE - LOWER CHUTE PROFILES 7+57.00 TO 9+04.00
81 188-D-60263 DRAINAGE - LOWER TRANSITION PLANS, PROFILES, AND SECTION 9+04.00 TO 10.80.00 82 188-D-60264 DRAINAGE - LOWER TRANSITION PLAN, PROFILE, SECTIONS, AND DETAIL 9+93.00 TO
11+25.00 83 188-D-60265 DRAINAGE - LOWER TRANSITION PROFILE, SECTION, AND DETAILS 9+50.00 TO 11+25.00 84 188-D-60266 DRAINAGE - STILLING BASIN PLAN, PROFILE, AND SECTIONS 11+25.00 TO 12+37.50
85 188-D-60267 DRAINAGE - TYPICAL DETAILS TYPICAL DETAILS
86 188-D-60270 REINFORCEMENT DESIGN - INLET PLAN 2+01.50 TO 2+95.50
87 188-D-60271 REINFORCEMENT DESIGN - INLET PROFLIES 2+01.50 TO 2+95.50
88 188-D-60272 REINFORCEMENT DESIGN - INLET SECTIONS AND DETAILS 2+01.50 TO 2+95.50
89 188-D-60273 REINFORCEMENT DESIGN - CREST PLAN 2+95.50 TO 3+29.50
90 188-D-60274 REINFORCEMENT DESIGN - CREST PLAN 3+29.50 TO 3+73.00
91 188-D-60275 REINFORCEMENT DESIGN - CREST PLAN 3+29.50 TO 3+73.00
92 188-D-60276 REINFORCEMENT DESIGN - CREST PROFLIE 3+29.50 TO 3+73.00
93 188-D-60277 REINFORCEMENT DESIGN - CREST PROFLIE 3+29.50 TO 3+73.00
94 188-D-60278 REINFORCEMENT DESIGN - CREST PROFILE AND SECTION 2+95.50 TO 3+73.00 95 188-D-60279 REINFORCEMENT DESIGN - CREST SECTIONS AND DETAILS 2+95.50 TO 3+73.00
96 188-D-60280 REINFORCEMENT DESIGN - CREST SECTIONS 3+29.50 TO 3+73.00
97 188-D-60281 REINFORCEMENT DESIGN - CREST SECTIONS 2+95.50 TO 3+73.00
98 188-D-60282 REINFORCEMENT DESIGN - CREST SECTIONS 3+29.50 TO 3+73.00
99 188-D-60283 REINFORCEMENT DESIGN - CREST PROFILE 2+95.50 TO 3+29.50
100 188-D-60284 REINFORCEMENT DESIGN - CREST SECTIONS 3+29.50 TO 3+73.00
101 188-D-60285 REINFORCEMENT DESIGN - CREST PLAN AND DETAIL 3+29.50 TO 3+73.00
102 188-D-60286 REINFORCEMENT DESIGN - CREST CORBEL REINFORCEMENT
103 188-D-60287 REINFORCEMENT DESIGN - UPPER TRANSITION PLAN 3+73.00 TO 4+63.00
104 188-D-60288 REINFORCEMENT DESING - UPPER TRANSITION PROFILES 3+73.00 TO 4+63.00 105 188-D-60289 REINFORCEMENT DESIGN - UPPER TRANSITION SECTIONS AND DETAIL 3+73.00 TO 4+63.00 106 188-D-60290 REINFORCEMENT DEISNG - UPPER TRANSITION SECTIONS AND DETAIL 3+73.00 TO 4+63.00 107 188-D-60291 REINFORCEMENT DESIGN - UPPER CHUTE TYPICAL PLAN AND PROFILES 4+87.50 TO6+34.50
108 188-D-60292 REINFORCEMENT DESIGN - UPPER CHUTE SECTION 4+63.00 TO 6+34.50
109 188-D-60293 REINFORCEMENT DEISNG - LOWER CHUTE PLANS AND PROFILES 6+34.50 TO 6+59.00 110 188-D-60294 REINFORCEMENT DESIGN - LOWER CHUTE TYPICAL PLANS AND PROFILES 6+59.00 TO 9+04.00
111 188-D-60295 REINFORCEMENT DESIGN - LOWER CHUTE SECTION 6+34.50 TO 9+04.00
112 188-D-60296 REINFORCEMENT DESIGN - LOWER TRANSITION PLAN 9+04.00 TO 10+36.00
113 188-D-60297 REINFORCEMENT DESIGN - LOWER TRANSITION PROFILES 9+04.00 TO 10+36.00 114 188-D-60298 REINFORCEMENT DESIGN - LOWER TRANSITION PLAN 10+36.00 TO 11+25.00 115 188-D-60299 REINFORCEMENT DESIGN - LOWER TRANSITION PROFILE 10+36.00 TO 11+25.00 116 188-D-60300 REINFORCEMENT DESIGN - LOWER TRANSITION PROFILE AND DETAIL 10+36.00 TO 11+25.00 117 188-D-60301 REINFORCEMENT DESIGN - LOWER TRANSITION SECTION AND DETAILS 10+36.00 TO 11+25.00 118 188-D-60302 REINFORCEMENT DESIGN - LOWER TRANSITION SECTIONS 9+4.00 TO 10+80.00 119 188-D-60303 REINFORCEMENT DESIGN - LOWER TRANSITION SECTION AND DETAIL 10+80.00 TO 11+25.00
120 188-D-60304 REINFORCEMENT DESIGN - STILLING BASIN PLAN 11+25.00 TO 12+37.50
121 188-D-60305 REINFORCEMENT DESIGN - STILLING BASIN PROFILES 11+25.00 TO 12+37.50 122 188-D-60306 REINFORCEMENT DESIGN - STILLING BASIN SECTIONS AND DETAIL 11+25.00 TO 12+37.50 123 188-D-60307 REINFORCEMENT DESIGN - STILLING BASIN SECTIONS 11+25.00 TO 12.37.50
124 188-D-60308 REINFORCEMENT DESIGN - TYPICAL JOINT DETAILS
125 188-D-60309 REINFORCEMENT DESIGN - TYPICAL JOINT DETAILS
126 188-D-60310 REINFORCEMENT DESIGN - TYPICAL JOINT DETAILS
127 188-D-60311 REINFORCEMENT DEISNG - TYPICAL JOINT DETAILS
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Designer
Author
Checker
Approver, 2024/06/07
GENERAL
INDEX
188-D-60181
ELECTRICAL
SHEET NO. DRAWING NO. CONTENT DETAIL
180 188-D-60373 SPILLWAY SINGLE LINE DIAGRAM
181 188-D-60374 CALBE AND CONDUIT SCHEDULE
182 188-D-60375 HOIST ENCLOSURE CONDUIT LAYOUT
183 188-D-60376 SITE PLAN CONDUIT LAYOUT
184 188-D-60377 HOIST ENCLOSURE LIGHTING AND RECEPTACLES LAYOUT
185 188-D-60378 HOIST ENCLOSURE GROUNDING
186 188-D-60379 GATE HOIST ENCLOSURE PANEL SCHEDULES
187 188-D-60343 ENGINE GENERATOR SET CONDUIT LAYOUT
188 188-D-60342 OUTLET WORKS BUILDING SECTION VIEWS AND LAYOUTS
EXISTING SPILLWAY
SHEET NO. DRAWING NO. CONTENT DETAIL
157 188-D-60215 EXISTING SPILLWAY - DIKE PLAN
158 188-D-60216 EXISTING SPILLWAY DIKE SECTION
159 188-D-60217 EXISTING SPILLWAY DIKE INSPECTION WELL
160 188-D-60268 HYRUM FEEDER CANAL PIPE RELOCATION PLAN, PROFILE, AND TYPICAL SECTION
161 188-D-60269 HYRUM FEEDER CANAL PIPE RELOCATION PLAN AND TYPICAL SECTIONS
162 188-D-60350 EXISTING SPILLWAY CONCRETE REMOVAL PLAN AND PROFILE
163 188-D-60351 EXISTING SPILLWAY CONCRETE REMOVAL PLAN, PROFILE, AND ELEVATION
164 188-D-60352 EXISTING SPILLWAY CONCRETE REMOVAL PLAN, PROFILE, AND SECTION
165 188-D-60353 EXISTING SPILLWAY CONCRETE REMOVAL SECTIONS AND DETAILS
166 188-D-60364 EXISTING SPILLWAY CONCRETE REMOVAL SECTIONS AND DETAILS
167 188-D-60354 EXISTING SPILLWAY BACKFILL PLAN AND PROFILE
168 188-D-60355 EXISTING SPILLWAY BACKFILL FEEDER PIPELINE CROSSING
169 188-D-60356 EXISTING SPILLWAY BACKFILL FEEDER PIPELINE CROSSING
170 188-D-60357 EXISTING SPILLWAY BACKFILL FEEDER PIPELINE CROSSING
171 188-D-60358 EXISTING SPILLWAY BACKFILL FEEDER PIPELINE CROSSING
172 188-D-60359 EXISTING SPILLWAY BACKFILL DRAIN PIPE AND CONNECTIONS
173 188-D-60360 EXISTING SPILLWAY BACKFILL EXISTING SPILLWAY BACKFILL
174 188-D-60361 EXISTING SPILLWAY BACKFILL EXISTING SPILLWAY BACKFILL
INSTRUMENTATION
SHEET NO. DRAWING NO. CONTENT DETAIL
175 188-D-60346 EXISTING INSTRUMENTATION PLAN
176 188-D-60367 TEMPORARY MEASUREMENT POINTS DETAIL AND TABLE
177 188-D-60368 SPILLWAY MEASUREMENT POINTS AND SCRIBE LINES PLAN, SECTIONS, DETAIL, AND TABLES
STOPLOG GUIDES
SHEET NO. DRAWING NO. CONTENT DETAIL
178 188-D-60371 STOPLOG GUIDES INSTALLATION - PARTS LIST - SECTIONS
179 188-D-60372 STOPLOG GUIDES PARTS - SECTIONS - DETAIL
COFFERDAM
SHEET NO. DRAWING NO. CONTENT DETAIL
155 188-D-60347 SPILLWAY COFFERDAM PLAN, PROFILE AND SECTION
156 188-D-60348 SPILLWAY COFFERDAM DEMOLITION PLAN, PROFILE, AND SECTION
MECHANICAL
SHEET NO. DRAWING NO. CONTENT DETAIL
142 188-D-60329 SPILLWAY RADIAL GATE HOIST INSTALLATION
143 188-D-60120 REV 1 RADIAL GATE AND EMBEDDED METALWORK RADIAL GATE INSTALLATION - KEY DIAGRAM - LIST OF
DRAWINGS
144 188-D-60121 REV 1 RADIAL GATE AND EMBEDDED METALWORK ARM - GIRDER & PEDESTAL - ANCHORAGE
INSTALLATION - LIST OF PARTS
145 188-D-60122 REV 1 RADIAL GATE AND EMBEDDED METALWORK SEAL ASSEMBLY INSTALLATIONS
146 188-D-60123 REV 1 RADIAL GATE AND EMBEDDED METALWORK FACEPLATE ASSEMBLY
147 188-D-60124 REV 1 RADIAL GATE AND EMBEDDED METALWORK ARM ASSEMBLY
148 188-D-60125 REV 1 RADIAL GATE AND EMBEDDED METALWORK 4" PIN - BUSHING - HUB - PEDESTAL - ANCHORAGE 149 188-D-60126 REV 1 RADIAL GATE AND EMBEDDED METALWORK SIDE AND BOTTOM SEALS - CLAMP BARS - CENTERING
GUIDE - NOTES
150 188-D-60127 REV 1 RADIAL GATE AND EMBEDDED METALWORK SILLPLATE - BLOCKOUT - ANCHORS - NOTES 151 188-D-60128 REV 1 RADIAL GATE AND EMBEDDED METALWORK WALLPLATE - BLOCKOUT - ANCHORS - NOTES 152 188-D-60129 REV 1 RADIAL GATE AND EMBEDDED METALWORK WALLPLATE/SILLPLATE - INSTALLATION AND
ALIGNMENT - NOTES
153 188-D-60130 REV 1 RADIAL GATE AND EMBEDDED METALWORK GATE, PIN, PEDESTAL INSTALLATION AND ALIGNMENT -
NOTES
154 188-D-60345 CATHODIC PROTECTION SKINPLATE ANODE ARRANGEMENT
INFORMATION DRAWINGS
SHEET NO. DRAWING NO. CONTENT DETAIL
189 188-D-55 SPILLWAY GENERAL PLAN AND SECTIONS
190 188-D-56 INTAKE GATE STRUCTURE TRANSITION DETAILS
191 188-D-57 GATE STRUCTURE DETAILS
192 188-D-58 STILLING BASIN
193 188-D-59 WELLSVILLE-EASTFIELD CANAL SIPHON
194 188-D-66 SPILLWAY TRANSITION REINFORCEMENT DETAILS
195 188-D-67 COUNTERFORT WALLS AND CHUTE REINFORCEMENT DETAILS
196 188-D-68 SPILLWAY INTAKE TRANSITION REINFORCEMENT DETAILS
197 188-D-69 STILLING BASIN REINFORCEMENT DETAILS
198 188-D-106 HYRUM FEEDER CANAL STA. 11+23 HYRUM DAM SPILLWAY CROSSING
199 188-D-314 REV 4 HYRUM DAM SPILLWAY MODIFICATIONS PLAN, ELEVATION AND DETAILS
200 188-D-315 REV 4 HYRUM DAM SPILLWAY MODIFICATIONS UPSTREAM CUTOFF WALL EARTHWORK DETAILS
INFORMATION DRAWINGS
SHEET NO. DRAWING NO. CONTENT DETAIL
201 188-D-316 REV 2 HYRUM DAM SPILLWAY MODIFICATIONS DRAIN SIPHON CROSSING DETAIL AND SECTIONS 202 188-D-317 REV 4 HYRUM DAM SPILLWAY MODIFICATIONS DRAIN PIPE DETAILS PLAN - ELEVATION - SECTION
203 188-D-318 REV 4 SPILLWAY CONCRETE OUTLINE
204 188-D-319 REV 4 SPILLWAY CONCRETE OUTLINE AND REINFORCEMENT DETAILS
205 188-D-320 REV 4 SPILLWAY CONCRETE OUTLINE AND REINFORCEMENT DESIGN
STANDARD DRAWINGS
SHEET NO. DRAWING NO. CONTENT DETAIL
206 40-D-4334 REV 3 Electrical Installation Typical Grounding Details 207 40-D-4335 REV 3 Electrical Installation Typical Grounding Details 208 40-D-5249 REV 4 Standard Design Construction Joint Keys 209 40-D-6137 REV 1 Manholes Class 150 Lb. and 300 Lb. Plate Steel 210 40-D-6234 REV 3 Standard Design Standard Name Plates 211 40-D-6376 REV 6 Transmission Lines Fencing Within Right-Of-Way Typical Grounding Details
212 40-D-6463 REV 5 12-INCH TYPE, 9-INCH TYPE, AND 6-INCH TYPE CROSS-SECTIONS
213 40-D-6477 REV 2 PRECAST CONCRETE PIPE JOINTS TYPES B, C, E, F, G, H, AND K
214 40-D-6551 REV 3 PRESSURE PIPE TRENCH INSTALLATION SELECT MATERIAL
215 40-D-6552 REV 2 PRESSURE PIPE TRENCH INSTALLATION SOIL - CEMENT SLURRY - 12-INCH OR LARGER PIPE
216 40-D-6576 REV 2 SWITCHYARDS AND SUBSTATIONS - ELECTRICAL
INSTALLATION
BURIED CONDUIT FOR LOW VOLTAGE CABLES
217 40-D-6720 REV 1 COVER FOR 36" OR LESS I.D. CMP PLAN, SECTIONS, AND DETAILS
218 40-D-6736 REV 2 COVER FOR 42 INCH TO 54 INCH CONCRETE PIPE PLAN, SECTIONS, AND DETAILS 219 40-D-6738 REV 1 COVER FOR 72" TO 96" CONCRETE PIPE PLAN, SECTIONS, AND DETAILS
220 40-D-6744 REV 4 LADDERS LADDER TYPE 6 ELEVATION, SECTIONS, AND DETAIL
221 40-D-6745 REV 2 LADDERS LADDER TYPE 7 ELEVATION, SECTIONS, AND DETAIL
222 40-D-7016 REV 1 Chain Link Fencing Chain Link Fencing Requirements - Soil Installation
223 40-D-7098 EQUIPMENT LOCATION AND VOLTAGE SYMBOLS KEY LISTS
224 40-D-7102 REV 3 Drawing Border, Sample Titleblock
225 40-D-7109 JOINT TYPES R-1 AND R-2 JOINT DETAILS
226 40-D-7110 JOINT TYPES R-3 JOINT DETAILS
227 40-D-7111 JOINT TYPES R-4 JOINT DETAILS
228 40-D-7112 JOINT DATA FORM JOINT TYPES (1-4) DETAILS AND DATA TABLE
229 40-D-60003 REV 2 Concrete Outline and Reinforcement General Notes for Concrete Outline and Reinforcement 230 40-D-60004 REV 3 Concrete Outline and Reinforcement Minimum Requirements for Detailing and Reinforcement
Draf t
231 104-D-1150 Electrical Installation Device Designations and Symbols 232 104-D-1165 Electrical Installation Main Control Board CSA - Panel 7R - Wiring Diagram
1. Imagery from USDA National Agriculture Imagery Program (2014), retrieved on October 26, 2016 http://datagateway.nrcs.usda.gov/GDGHome.aspx
2. Public Land Survey System (PLSS) township data, Bureau of Land Management (Premier 2007).
3. Street and highway information taken from from State Geographic Information Database
Source: Utah Automated Geographic Reference Center
4. River and waterbody information taken from the United States Geological Survey National Hydrography Dataset.
KEY MAP
VICINITY MAP
NOTES
LOCATION MAP
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
T. SCOBELL
T. SCOBELL
A
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B
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GENERAL
KEY, VICINITY AND
LOCATION MAPS
DENVER, CO
188-D-60182
2024-06-14
0 6000'3000'
R 1W
R 1E
R 3W
R 2W
R 2W
R 1W
R 1W
R 1E
T11N T10N
T11N T10N
T10N T9N T10N
T9N
Honeyville
Bear River City
Brigham City Municipal Airport
Brigham City
I-15
US 89/91
SR 23
Mt Sterling Road
SR 23
Little Bear River
SR 101
To L og an
Blacksmith Fork
US 89/91
Project Location Hyrum Dam
Hyrum Dam State Park
W 300 S E 300 S
W 6600 S
S 1800 W
HWY 165
Mt Pisgah Road (Baxter Hollow)
Little Bear River
Meridan Road
Hyrum Reservoir
Paradise
Hyrum
Nibley
Wellsville
HWY 165
HWY 165
SR 38
PLAN
NOTES
1. The topographic mapping was compiled from aerial photography flown April 2006.
2. Street and highway information taken from from State Geographic Information Database
Source: Utah Automated Geographic Reference Center
3. Existing utility information shown is approximate. The Contractor shall verify the location of all features and utilities prior to the start of work.
4. All existing facilities, features, and instrumentation shall be protected unless specifically identified for demolition or removal.
5. Existing feature alignment data based on aerial photography and AS-BUILT information.
Hyrum Spillway:
℄ W 300 S crossing = Sta. 1+59.5
East Field Canal:
℄ Hyrum Spillway crossing = Sta. 10+22
Hyrum Feeder Ditch Pipeline ℄ Hyrum Spillway crossing = Sta. 11+60.2
6. See 'For Information Only Drawings' for existing condition details for the spillway and canals.
7. Improvements to the Outlet Works Discharge Channel, part of interim risk reduction measures at Hyrum Dam, are not shown.
BASIS OF ELEVATION
Local (project based)
Datum Shift NAVD88 minus Hyrum Dam = 4.038 feet
BASIS OF COORDINATES
Local (project based)
ABBREVIATIONS
E - Easting N - Northing
REFERENCE DRAWINGS
KEY, VICINITY AND LOCATION MAPS _ _ _ _ _ _ 188-D-60182
LEGEND
Electrical Distribution Lines
Irrigation Lines
Primary Jurisdiction Area
Telemetry Lines
A
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SHEET
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GENERAL
EXISTING CONDITIONS
PLAN
DENVER, CO
188-D-60183
2024-06-14
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
T. SCOBELL
T. SCOBELL
U .S
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0 100' 200'
South Hollow Ridge Road
Hyrum Dike
Hyrum Spillway
Hyrum Management Area (Primary Jurisdiction Zone)
East Field Canal
East Field Canal Siphon
Outlet Works Control House
Canal Diversion Works
Hyrum Dam
O&M Road
O&M Road
Dam ℄
Pump / Turbine House
Outlet Works ℄
Little Bear River
Hyrum Reservoir Management Area (State Park)
Hyrum Feeder Ditch Pipeline Flume
HYRUM RESERVOIR
0+24
1+00
2+00
3+00
4+
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+
13+00
14+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+
12+00
13+00
W 300 S
S 1800 W
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
Sensitive Location (Old River Channel)
Guard Shack
Hyrum Feeder Ditch Pipeline
Outlet Works Discharge Channel (approximate)
Topography at spillway inlet is approximate
Draf t
AutoCAD SHX Text E
AutoCAD SHX Text
IRR
AutoCAD SHX Text T
AutoCAD SHX Text N 470,500
AutoCAD SHX Text E 1,897,500
AutoCAD SHX Text N 471,000
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 471,000
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 471,000
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 471,000
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 472,000
AutoCAD SHX Text N 470,500
AutoCAD SHX Text N 470,500
AutoCAD SHX Text N 470,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,898,500
AutoCAD SHX Text E 1,899,000
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,898,500
AutoCAD SHX Text E 1,899,000
AutoCAD SHX Text E 1,897,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,899,000
AutoCAD SHX Text E 1,897,500
AutoCAD SHX Text E 1,898,500
HYRUM RESERVOIR
Existing Spillway
Hyrum Feeder Ditch Pipeline
Siphon (60224) East Field Canal Siphon (60220)
Spillway (60227)
Hyrum Feeder Ditch Pipeline Crossing (60356)
Road Realignment (60193)
Hoist Enclosure (60325)
Spillway Downstream Channel (60186)
Sensitive Location (Wetlands)
Sensitive Area (Old River Channel)
East Field Canal Realignment (60223)
Spillway Access Road (60194)
Existing East Field Canal Siphon (60354)
Dike (60215)
South Hollow Ridge Road
Roadway Bridge and Hoist Deck (60313)
Hyrum Dam
Shoreline Grading (60198)
Shoreline Protection (60198)
W 300 S
Hyrum Dike
Existing W 300 S Alignment
REFERENCE DRAWINGS
KEY, VICINITY AND LOCATION MAPS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _188-D-60182
EXISTING CONDITIONS PLAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60183
CONTRACTOR USE AREA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60185
SPILLWAY FINISHED GRADE
PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60186
ROAD REALIGNMENT
PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60193
SPILLWAY ACCESS ROAD
PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60194
FINAL SHORELINE GRADING
PLAN AND SECTIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60198
EXISTING SPILLWAY DIKE
PLAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60215
EAST FIELD CANAL TEMPORARY BYPASS
PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60218
EAST FIELD CANAL INVERTED SIPHON
PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60220
EAST FIELD CANAL REALIGNMENT
PLAN, PROFILE AND SECTIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60223
HYRUM FEEDER DITCH PIPELINE INVERTED SIPHON
PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60224
CONCRETE OUTLINE KEY
PLAN AND PROFILE _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60227
ROADWAY BRIDGE AND HOIST DECK
GENERAL ARRANGEMENT PLAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60313
HOIST ENCLOSURE - ARCHITECTURAL
GENERAL ARRANGEMENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60325
EXISTING SPILLWAY BACKFILL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60354
EXISTING SPILLWAY BACKFILL
FEEDER PIPELINE CROSSING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60356
NOTES
1. For survey control information and abbreviations, see (60183).
2. For complete delineation of the construction boundary, contractor use areas, and spoil/waste areas, see (60185).
3. Proposed contours for siphons and canal realignment not shown, see reference drawings.
LEGEND
Chain Link Fence
Construction Boundary
Contractor Use Area
Electrical Distribution Lines
Irrigation Lines
Telemetry Lines
A
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GENERAL
SITE PLAN
DENVER, CO
188-D-60184
2024-06-14
0 100' 200'
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
T. SCOBELL
T. SCOBELL
X
Draf t
AutoCAD SHX Text N 470,500
AutoCAD SHX Text E 1,897,500
AutoCAD SHX Text N 471,000
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 471,000
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 472,000
AutoCAD SHX Text N 470,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,897,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,897,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,898,500
AutoCAD SHX Text E 1,899,000
AutoCAD SHX Text E 1,897,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,898,500
AutoCAD SHX Text E 1,899,000
AutoCAD SHX Text N 472,000
AutoCAD SHX Text N 472,000
AutoCAD SHX Text N 472,000
AutoCAD SHX Text N 470,500
AutoCAD SHX Text N 471,000
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 472,000
AutoCAD SHX Text N 470,500
AutoCAD SHX Text N 471,000
AutoCAD SHX Text N 471,500
AutoCAD SHX Text N 472,000
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,898,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,898,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,898,500
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,898,500
AutoCAD SHX Text
PLAN
AutoCAD SHX Text E
AutoCAD SHX Text
IRR
T
PLAN
1. Imagery obtained through the USGS National Map, High
Resolution Orthoimagery for State of Utah (2006), retreived on May 4, 2017 https://viewer.nationalmap.gov/basic/
2. Existing utility information shown is approximate. The Contractor shall verify the location of all features and utilities prior to the start of work.
3. All existing facilities, features, and instrumentation shall be protected unless specifically identified for demolition or removal.
4. See 'For Information Only Drawings' for existing condition details for the spillway and canals.
ABBREVIATIONS
E - Easting N - Northing
REFERENCE DRAWINGS
KEY, VICINITY AND LOCATION MAPS _ _ _ _ _ _ _ 188-D-60182
EXISTING CONDITIONS PLAN _ _ _ _ _ _ _ _ _ _ _ 188-D-60183
SITE PLAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 188-D-60184
LEGEND
Construction Boundary
Contractor Use Area
Electrical Distribution Lines
Irrigation Lines
Spoil / Waste Area
Telemetry Lines
A
LW
A
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T H
IN
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S A
FE
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GENERAL
CONTRACTOR USE AREA
DENVER, CO
188-D-60185
2024-06-14
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
T. SCOBELL
T. SCOBELL
X
0 400'200'
HYRUM
RESERVOIR
S 1800 W
Little Bear River
Sensitive Location (Old River Channel)
Sensitive Location (Wetlands)
Hyrum-Mendon Canal
Wellsville Power Canal
Spillway
County Road
Hyrum Feeder Ditch Pipeline Inverted Siphon
Spillway Access Road
East Field Canal Inverted Siphon
Private Property (McBride)
Outlet Works Discharge Channel
Draf t
AutoCAD SHX Text E
AutoCAD SHX Text
IRR
AutoCAD SHX Text T
AutoCAD SHX Text N 473,000
AutoCAD SHX Text E 1,895,000
AutoCAD SHX Text N 473,000
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text E 1,895,000
AutoCAD SHX Text E 1,898,000
AutoCAD SHX Text N 470,000
N 470,000
1 2 3 4 5
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TECH. APPR.
APPROVED
ADMIN APPROVAL
DENVER,CO 2024/06/07
MATERIAL DISTRIBUTION
CHART
188-D-60366
SHEET 1
D
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B
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
30+00 31+00
32+00
33+00 34+00 35+00 36+00 37+00
+00
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23+00
24+00
25+00
26+00
N471096.12 E1898202.48
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0+00 1+00 2+00 3+00 4+00
5+00 6+00 7+00 8+00 9+00
1+00 2+00 3+00
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SPILLWAY FINISHED
GRADE
PLAN AND PROFILE
DENVER, CO
188-D-60186
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
X
Strickland
Dorough
Excavation limit
Backfill extent
See detail 1 for rip rap ledge
New spillway
A 60189
B 60189
C 60189
D 60189
E 60189
F 60189
A 60189
B 60189
C 60189 D
60189 E 60189
F 60189
2% 2%
4:1
PLAN - FILL
0 100'50'
NOTES
1. Slope transitions from 2% to 6% between station 5+36.50 and 5+61.00.
2. Slope transitions from 6% to 5:1 between station 7+81.50 and 8+55.00.
PROFILE - FILL
0 100'50'
Spillway access road ℄, see (60194)
Spillway ℄
County road ℄, see (60193)
Spillway wall outline
Excavated ground surface along spillway ℄
Top of spillway wall
Finished ground surface along spillway wall
M at ch lin e 9+
.0
(6
M at ch lin e
9+
.0
(6
Sta. 1+25.35 El. 4648.1
Sta. 1+32.65 El. 4651.7
3:1 Type 2 riprap, see detail
Type 1 riprap, see detail
Type 1 riprap, see detail
DETAIL - INLET RIPRAP
0 60'30'
60191
Shoreline grading, see (60173)
3:1
3:1
3:
1 3:
3:1
3:1 3:1
Spillway wall outline
Spillway ℄
Spillway access road ℄
County road ℄
Sta. 3+12.50
Sta. 5+36.50 Sta. 5+61.00 Sta. 7+81.50
Sta. 8+55.0
Sta. 5+36.50 Sta. 5+61.00
Sta. 7+81.50
Sta. 8+55.0
2% 2%
4:1
Slope transitions, see note 1
Slope transitions, see note 1
Slope transitions, see note 2
Slope transitions, see note 2
Backfill extent
Chain link fence
Chain link fence
Sta. 2+01.50 El. 4653.1
Sta. 2+66.62 El. 4673.6 Sta. 2+85.47
El. 4683.0 Sta. 3+73.00 El. 4683.0
Sta. 3+98.85 El. 4674.4
Sta. 4+63.00 El. 4661.7
Sta. 6+34.50 El. 4651.6
Sta. 6+83.50 El. 4642.2
Hoist deck not shown, see (60319)
6% 6%
6% 6%
5:
5:
17+44
10+00 11+00 12+00 13+00 14+00
15+00
16+00
17+00
40+18
38+00
39+00
40+00
6+09
0+00
1+00
2+00
3+00
4+00
5+00
6+00
10+00 11+00 12+00 13+00 14+00
15+00 16+00 17+00
17+44
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SPILLWAY FINISHED
GRADE
PLAN AND PROFILE
DENVER, CO
188-D-60187
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
X
Casey Williams
Justin Dorough
60188
G 60190
H 60190
I 60190 J
60190
G 60000
H 60000
I 60000
J 60000
K60000
K60190
L 60190
L 60000
Excavation limit
Excavation limit
Excavation limit
El. 4588.0
2:
2:
Excavated ground surface along spillway ℄
M at ch lin e 9+
.0
(6
Chain link fence, see (XXXXX)
Start of riprap channel
S = 0.387%
2:
2:
M at ch lin e 9+
.0
(6
East field Wellsville inverted siphon ℄
Spillway channel ℄
Spillway access road ℄
Finished ground surface along spillway wall
Top of spillway wall
2:
2:1
2:
2:1
2:1
2:1
2:
2:
5:
5:
2%
2%
2% 2%
2:1
2:
4:1
2:1
Transition 2:1 to 4:1
2:1
Transition 2:1 to 4:1
New spillway
El. 4588.00
El. 4588.00
El. 4588.00
El. 4588.00
El. 4588.00
Sta. 10+04.00 El. 4599.2
Sta. 10+14.50 El. 4597.8
Sta. 10+36.00 El. 4594.0
Sta. 10+24.00 El. 4596.5
Sta. 10+80.00 El. 4585.0
Sta. 10+90.50 El. 4581.5
Sta. 11+79.50 El. 4581.5
Sta. 12+37.50 El. 4552.5
Sta.12+57.50 El. 4552.5
Sta. 13+44.20 El. 4574.2
Sta. 17+44.35 El. 4575.5
PROFILE - FILL
0 100'50'
PLAN - FILL
0 100'50'
10+00 11+00 12+00 13+00
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E (L
A
YO
U T)
N
EW
S
PW
Y
FI
LL
.D
W G
LA
S T
S A V
ED
D A
TE
-0 6-
LA
S T
S A V
ED
B Y
C R W
IL
LI
A M
S
¦D_DT¦
¦STATUS¦
H
YR
U M
P R O
JE
C T
H
YR
U M
D A M
S A
FE
TY
O
F D
A M
S M
O D
IF
IC
A
TI
O N
SPILLWAY FINISHED
GRADE
PLAN AND PROFILE
DENVER, CO
188-D-60188
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
X
Casey Williams
Justin Dorough
DETAIL
60187
0 20' 40'10'
DETAIL
60187
0 20' 40'10'
10+00 13+50
NOTES
3:1
2:1
20.0' 21 .7
' 4:1
2:
2:
1 2:
2:1
2:
2:1
2:
2:
2% 2%
2%
2:1
2:
4:1
2:1
2:1
EL
EV
A
TI
O N
OFFSET
2+50.00
0 50 100 150 2000-50-100-150-200
EL
EV
A
TI
O N
OFFSET
3+50.00
0 50 100 150 2000-50-100-150-200
EL
EV
A
TI
O N
OFFSET
4+50.00
0 50 100 1500-50-100-150
EL
EV
A
TI
O N
OFFSET
5+50.00
0 50 100 1500-50-100-150
EL
EV
A
TI
O N
OFFSET
7+00.00
0 50 100 1500-50-100-150
EL
EV
A
TI
O N
OFFSET
9+00.00
0 50 1000-50-100 ntA
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E (L
A
YO
U T)
N
EW
S
PW
Y
FI
LL
.D
W G
LA
S T
S A V
ED
D A
TE
-0 6-
LA
S T
S A V
ED
B Y
C R W
IL
LI
A M
S
¦D_DT¦
¦STATUS¦
SPILLWAY FINISHED
GRADE
SECTIONS
DENVER, CO
188-D-60189
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
X
Casey Williams
Justin Dorough
SECTION
60186
A 0 60'30'
SECTION
60186
B 0 60'30'
SECTION
60186
C 0 60'30'
SECTION
60186 D
0 60'30'
SECTION
60186
E 0 60'30'
SECTION
60186
F 0 60'30'
2% 2%
2% 2%
2% 2%
2%
2% 2%
S = 2% 3:1 3:1
3:1 3:1
2:1
2:1 2:1
2:1
2:1
2:1 2:1
2:12:1
2:1
2:1
2:12:1
2:1
2:1
1.5:1
2:1
Finished ground surface
Excavated ground surface
Excavated ground surface
Excavated ground surface
Excavated ground surface
Excavated ground surface
Excavated ground surface
Excavated ground surface
Miscellaneous fill Miscellaneous fill
3:1 3:1
Impervious fill Miscellaneous fill
Miscellaneous fill Miscellaneous fill
Miscellaneous fill Miscellaneous fill
Miscellaneous fill
Miscellaneous fill
Miscellaneous fill
Miscellaneous fill
Finished ground surface
Spillway ℄
Spillway ℄
Spillway ℄
Spillway ℄
Spillway ℄
Access road ℄
Access road ℄
Access road ℄
Access road ℄
Access road ℄
New spillway
New spillway
New spillway
New spillway
New spillway
New spillway
Slope varies
Slope varies
Slope varies
Slope varies
Slope varies
Slope varies
60196 X
Spillway ℄
10%
60196
A
TI
O N
OFFSET
11+00.00
0 50 100 1500-50-100-150
EL
EV
A
TI
O N
OFFSET
12+00.00
0 50 100 1500-50-100-150
EL
EV
A
TI
O N
OFFSET
12+50.00
0 50 100 1500-50-100-150
EL
EV
A
TI
O N
OFFSET
13+50.00
0 50 100 1500-50-100-150
EL
EV
A
TI
O N
OFFSET
15+00.00
0 50 1000-50-100
EL
EV
A
TI
O N
OFFSET
16+00.00
0 50 1000-50-100
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E (L
A
YO
U T)
N
EW
S
PW
Y
FI
LL
.D
W G
LA
S T
S A V
ED
D A
TE
-0 6-
LA
S T
S A V
ED
B Y
C R W
IL
LI
A M
S
¦D_DT¦
¦STATUS¦
SPILLWAY FINISHED
GRADE
SECTIONS
DENVER, CO
188-D-60190
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
X
Casey Williams
Justin Dorough
NOTES
1. Type 3 riprap not shown
SECTION
60187 G
0 60'30'
SECTION
60187 H
0 60'30'
SECTION
60187
I 0 60'30'
SECTION
60187
J 0 60'30'
SECTION
60187
K 0 60'30'
Spillway ℄Access Road ℄
New spillway
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1 2:1
Finished ground surface
Excavated ground surface
Stilling basin berm
Miscellaneous fill Miscellaneous fill
Excavated ground surface
Spillway ℄
Excavated benchExcavated ground surface
Miscellaneous fill Miscellaneous fill
Spillway outlet channel ℄
Spillway outlet channel ℄
SECTION
60187
L 0 60'30'
Excavated ground surfaceMiscellaneous fill
Spillway outlet channel ℄
Spillway outlet channel ℄
Excavated ground surface
Outlet channel berm Outlet channel berm
Outlet channel berm Outlet channel berm
2:1 2:1
2:1
2:1
2:1
2:1
2:1 2:1
2:1
2:1
2:1
2:1
2:12:1
2:1
2:1
Access road ℄
2:1
2:1
2:1
60196
2:1
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E (L
A
YO
U T)
N
EW
S
PW
Y
FI
LL
.D
W G
LA
S T
S A V
ED
D A
TE
-0 6-
LA
S T
S A V
ED
B Y
C R W
IL
LI
A M
S
¦D_DT¦
¦STATUS¦
H
YR
U M
P R O
JE
C T
H
YR
U M
D A M
S A
FE
TY
O
F D
A M
S M
O D
IF
IC
A
TI
O N
SPILLWAY FINISHED
GRADE
SECTION DETAILS
DENVER, CO
188-D-60196
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
X
Casey Williams
Justin Dorough
NOTES
1. Spillway right wall detail is reflected symmetrically about the spillway ℄.
DETAIL
60189
1" = 1'
1:1
1:1
1:1
Miscellaneous fill
Filter sand
Type 1 riprap bedding
Topsoil
Type 1 riprap
3.
0'
1.
5'
1.
0'
0.
5'
Finished grade surface
S = 2%
3.
2'
DETAIL (TYPICAL)
60189
X 1" = 1'
0.5' 1.0'
2:1
3.1' 5.0'
2:1
Type 3 riprap
Type 3 riprap bedding
Excavated ground surface
Finished ground surface
Type 3 riprap bedding
4.
3'
1.
8'Miscellaneous fill
Spillway wall
Topsoil
Impervious fill Miscellaneous fill El. 4680.00
El. 4588.0
DETAIL (TYPICAL)
60190
1" = 5'
See note 1
C
1+00
B
A
Limits of Type 1 Riprap
Limits of Type 2 Riprap
----1- ----
DETAIL
1" = 20' o 10' 20' 40'
8'-0" Chain link fence, see Note 6
For layout of chain link fence, see (
4690 _____ _ CL County Road l
\ \ \" L------t--� 16'-0" chain link
_ ____,. __ fence gate
Spillway access road, see (
,.,)I j
30+00
Limits of Type 1 Riprap ----
Optional well enclosure with gate ------�
4'-0" Chain link fence overhang-----�
L--= - --
3: 1
Side-mounted fence I I
Monitoring well, see (60037)
Limits of gravel surfacing
2+00
---+-- -I+---- Roadway bridge, see (60104) 3+00
Limits of Type 1 Riprap
CL County Road Sta. 23+59.67 CL Spillway Sta. 3+12.5 ----4!llf-'T
Side-mounted fence
4'-0" Chain link fence overhang------;----
Side-mounted bridge fencing, see (60104)
3:1
Limits of Type 1 Riprap ----
Guardrail, see (60193) r-ti]
J i
CL County Road n\ \ \ \ l t 25+00
I
4.3' w q
□ 0
U:!
w w
Engine generator pad, see Detail 10
I ( I End gravel surfacing at CL St i -
Spillway, see (60228)
----44�0---�
� CL Spillway
I Hoist enclosure, see (60325)
_L -r----'-'- Top-mounted guard rail, see (60313)
I I
.-------4670
33+0(
- r-,-- - -
::::----:::.....---4660
5+00
4660 -
L
CL County Road, see (60193) �/a�=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-:-:4�6s;o�=-=-��=-=-=-=-=-=_=_=_ =�
Limits of gravel surfacing =::::r-:::::....--i---
End of gravel surfacing @ Spillway CL Sta. 3+ 73
For layout of chain link fence, see (60184)
11y11
/� #6@1'-0" ew
,---------7
I I
I I I I I I L--
-----...l
EG Set
3.0' min. (Typ.)
\_ 12" concrete sla
' f c = 4,000pS1
EG SET FOUNDATION
3" = 1'
0 3" 6" 9" -- -
NOTES
b on-grade,
1. For additional Notes and Reference Drawings, see (60186).
2. See Point Table (60187).
3. For soil-installed chain link fencing requirements, see (40-D-7016).
4. For concrete-installed chain link fencing requirements, see (40-D-7017).
5. For guard posts, see (60325).
6, For details of transfer switch support on generator pad, see (40-D-60001),
7. Pipe guardrail not shown, see (XXXXX).
8. For chain link fence, see (40-D-7016) and specifications.
9. For chain link overhang, see (40-D-5365) and specifications.
10. "Y" dimensions are the responsbility of the contractor and shall be based on the dimensions of the actual equipment furnished.
REFERENCE DRAWINGS
GENERAL PLAN .................................................................................. 188-D-60182
- BUREAU OF -
RECLAMATION
r:
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(/) wz -ti u,- >-w "
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.:Z IL :;:
:::::) �'f.JJ W O :, ,a ::, "' s ul >-t!5 lli1 §5
Iu" "' a c..
-1-..J
JUSTIN L. DOROUGH
DESIGNED
JUSTIN L. DOROUGH
DRAWN
SHEENA M. BARNES
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
DENVER,CO 2024-06-07
SPILLWAY CREST
FINISHED GRADE
DETAILS
SITE PLAN ........................................................................................ 188-D-60184 1--------------I
188-D-60191 SPILLWAY CREST ............................................................................... 188-D-60232 SPILLWAY ACCESS ROAD.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,.,188-D-60194 SPILLWAY INLET ................................................................................ 188-D-60229 ROADWAY BRIDGE AND HOIST DECK GENERAL ARRAGNGEMENT .. """' .... 188-D-60313 SHEET 1
D r:
B
A
C
B w I Ul z Ii:
2 3 4 5
PLACEHOLDER
2 3 4 5
- BURIAU OF -
RECLAMATION
C
� 0
Q) I-
[�C(J w
(/) F 0
;;s � t; w "' I :,:
I- :5 "- u "0 w
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::;: w 0 :, :,; ::, " C€. !; "' >- "' w I u ill !5
II),
Q
X
DESIGNED
X
DRAWN
X
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
DENVER,CO
-1-.J
2024/06/07
SPILLWAY CREST
FINISHED GRADE
SECTIONS AND
REINFORCEMENT
188-D-60192
SHEET 1
D
C
B
A
48.5'
L1
L2
C282'
48.5'
142'
4690 4680
46604670
31+00
32+00
33+00
BP: 20+00.00
EP: 30+68.00
Match wire fence to existing guardrail
Rem ove and replace ex gate
21+00
22+00
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+68
-3.35% 0.00%
4.62% 1.88%
0.77%
1.82%
-3.11% -0.00%
PVI STA:22+71.50
PVI ELEV:4682.00
K:26.00
LVC:87.00
B V C S
.0
B V C E:
3.
EV
C S
.0
EV
C E:
2.
PVI STA:24+50.00
PVI ELEV:4682.00
K:26.00
LVC:120.11
B V C S
.9
B V C E:
2.
EV
C S
.0
EV
C E:
4.
PVI STA:28+15.00
PVI ELEV:4683.00
K:26.00
LVC:80.89
B V C S
.5
B V C E:
4.
EV
C S
.4
EV
C E:
3.
PVI STA:30+10.00
PVI ELEV:4683.00
K:25.92
LVC:47.26
B V C S
.3
B V C E:
3.
EV
C S
.6
EV
C E:
3.
PVI STA:21+40.00
PVI ELEV:4686.40
K:12.00
LVC:62.69
B V C S
.6
B V C E:
5.
EV
C S
.3
EV
C E:
5.
PVI STA:26+09.82
PVI ELEV:4689.38
K:11.70
LVC:90.45
B V C S
.6
B V C E:
7.
EV
C S
.0
EV
C E:
7.
PVI STA:30+53.00
PVI ELEV:4683.78
K:11.99
LVC:12.66
BVCS: 30+46.67
BVCE: 4683.67
EVCS: 30+59.33
EVCE: 4683.83
EL. 4683.8
EL. 4683.9
23+88.17 4682.00
23+31.16 4682.00
ALIGNMENT CURVE DATA
CURVE
C1
C2
BC STA.
22+15.99
29+44.20
PI STA.
22+72.05
30+06.93
EC STA.
23+24.49
30+68.00
LENGTH
108.50
123.80
RADIUS
175.00
310.73
DELTA
35°31'25"
22°49'40"
TANGENT
56.06
62.73
CHORD
106.77
122.98
ALIGNMENT LINE DATA
LINE #
L1
L2
START STA
20+00.00
23+24.49
END STA
22+15.99
29+44.20
LENGTH
215.99
619.70
START POINT (E,N)
(1898126.73, 470754.07)
(1898180.20, 471068.90)
END POINT (E,N)
(1898140.99, 470969.59)
(1898572.78, 471548.40)
BEARING
N3° 47' 04.77"E
N39° 18' 29.30"E
Fo r
In te rn al
U se
O nl y D ra ft
No t F or D is tr ib ut io n
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Erica Gemperline
Erica Gemperline
Joe Gemperline
MANAGER, CIVIL STRUCTURES GROUP
0 50' 100'
NOTES
1. County Road W 300 S design speed = 25 MPH.
2. Max superelevation rate = 6%.
3. Road target surface shown at 5' contour interval.
Road grading shown at 1' contour interval.
4. Provide Double Yellow Line for full length of new
County Road W 300 S.
5. Remove existing County Road W 300 S and replace with topsoil and seeding. Approximate length = 1,050 feet.
6. For typical cross sections, abbreviations, superelevation data, and reference drawings see 188-D-60195.
7. Existing fencing and gates not shown see Site Plan (188-D-60184).
Spillway backfill surface
New County Road centerline profile
Edge of Existing County Road W 300 S See Note 5
New County Road W 300 S
Edge of pavement
Spillway Access Road Sta.
30+00 (60193)
15:1 slope to drain away from crest
Existing Spillway
New spillway dike (60215)
Start Right Side Guardrail Sta. 20+00
Guardrail transition
Guardrail transition
Guardrail 115'
25 MPH Speed limit sign
25 MPH Speed limit sign
Stop sign
S Hollow Ridge road regrading 15.5% Slope with Chip Seal Surface
Spillway (60228)
End Right Side Guardrail Sta. 30+68
South Hollow Ridge Road
Existing access road
Electric lines
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E H
YR
U
M S
PI
LL
W A Y
A C C
ES
S R
O A D
.D
W G
LA
S T
S A V
ED
D A
TE
-0 6-
LA
S T
S A V
ED
B Y
EG
EM
PE
R
LI
N E
U .S
D
EP
A R
TM
EN
T
N
TE
R
IO
R B
U R
EA
U O
F R
EC
LA
M
A
TI
O N
H
YR
U M
P R O
JE
C T
H
YR
U M
D A M
S
PI
LL
W
A Y
R
EP
LA
C
EM
EN
T
COUNTY ROAD
REALIGNMENT
PLAN AND PROFILE
DENVER, CO
188-D-60193
2024-02-28
0 100'50'
PLAN
1" = 50'
PROFILE
Guardrail 15:1 slope to drain away from crest
Guardrail Right Side
S Hollow Ridge IntersectionGuardrail Left Side
Fo r
In te rn al
U se
O nl y D ra ft
No t F or D is tr ib ut io n
Fo r
In te rn al
U se
O nl y D ra ft
No t F or D is tr ib ut io n
Draf t
AutoCAD SHX Text New County Road W 300 S
Spillway
C3
C4 L3
L4
L1
L5
L6
C5
N=471552.73 E=1897402.72
N=471571.85 E=1897289.44
N=471563.67 E=1897277.85
N=471509.42 E=1897268.66
N=471497.88 E=1897276.90
N=471480.42 E=1897380.43
N=471488.63 E=1897391.95
Sta. 30+39.82 Offset 37.39'L
Sta. 30+50.00
Sta. 30+63.51
Sta. 30+68.87 Offset 35.88'L
Sta. 31+14.21 Offset 7.00'L
BP: 30+00.00
EP: 40+18.24
+0
39+00
40+00
BP:
20+
00.
21+
22+00
23+00
24+00
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
PVI STA:31+36.16
PVI ELEV:4680.95
K:2.00
LVC:19.44
B V C S
.4
B V C E:
1.
EV
C S
.8
EV
C E:
9.
PVI STA:39+68.24
PVI ELEV:4581.10
K:10.00
LVC:100.00
B V C S
.2
B V C E:
7.
EV
C S
.2
EV
C E:
0.
EL. 4683.2
EL. 4682.6
EL. 4580.1
-2.29% -1.91%
-2.00%
-12.00%
.3
ALIGNMENT LINE DATA
LINE #
L3
L4
L5
L6
START STA
30+00.00
31+62.44
32+78.18
38+41.22
END STA
31+14.21
32+13.90
36+94.60
40+18.24
LENGTH
114.21
51.46
416.42
177.02
START POINT (E,N)
(1898182.60, 470960.20)
(1898068.92, 471072.63)
(1898022.87, 471176.01)
(1897577.07, 471516.35)
END POINT (E,N)
(1898094.23, 471032.55)
(1898056.60, 471122.59)
(1897700.73, 471439.88)
(1897402.49, 471545.67)
BEARING
N50° 41' 30.70"W
N13° 50' 58.06"W
N50° 40' 47.75"W
N80° 28' 06.13"W
ALIGNMENT CURVE DATA
CURVE
C3
C4
C5
BC STA.
31+14.21
32+13.90
37+95.73
PI STA.
31+39.19
32+47.19
38+18.88
EC STA.
31+62.44
32+78.18
38+41.22
LENGTH
48.23
64.28
45.49
RADIUS
75.00
100.00
100.00
DELTA
36°50'33"
36°49'50"
26°03'49"
TANGENT
24.98
33.30
23.15
CHORD
47.40
63.18
45.10
Fo r
In te rn al
U se
O nl y D ra ft
No t F or D is tr ib ut io n
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Erica Gemperline
1. Spillway Access Road not for public use.
2. Spillway Access road design speed = 15 MPH.
3. Road target surface shown at 5' contour interval.
4. Road Grading shown at 1' contour interval.
5. For typical cross sections, abbreviations, superelevation data, and reference drawings see 188-D-60195.
6. All spillway drain cleanouts in access road to include traffic box. See spillway drain plan 188-D-60254.
Spillway backfill surface (60202)
Spillway Access Road centerline profile
Edge of new county road
Begin Spillway Access Road
Spillway (60228)
Hyrum Feeder ditch pipeline siphon (60224)
East Field Canal siphon transition grading not shown (60221)
County Road realignment (60193)
50' radius 15:1 slope
Riprap ditch Sta. 31+15 to Sta.34+30 Concrete ditch Sta. 34+30 to Sta. 36+95 Riprap ditch Sta. 36+95 to end
Spillway drain traffic box Typ. see Note 6
Spillway Access Road
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E H
YR
U
M S
PI
LL
W A Y
A C C
ES
S R
O A D
.D
W G
LA
S T
S A V
ED
D A
TE
-0 6-
LA
S T
S A V
ED
B Y
EG
EM
PE
R
LI
N E
H
YR
U M
P R O
JE
C T
H
YR
U M
D A M
S
PI
LL
W
A Y
R
EP
LA
C
EM
EN
T
SPILLWAY ACCESS ROAD
PLAN AND PROFILE
DENVER, CO
188-D-60194
2024-02-28
0 40' 80'20'
PLAN
1" = 40'
PROFILE
0 40' 80'20'
Fo r
In te rn al
U se
O nl y D ra ft
No t F or D is tr ib ut io n
Fe nc e ga te
S ta
Guardrail right side
Draf t
Spillway Access Road
7' Clear zone 4:1 max
2' Shoulder
Normal crown 2% cross slope
10' Traveled way
4:1
14" Structural fill
6" Untreated base course 4" HMA
Symmetrical about centerline
2.5:1 Cut or fill
2' 2' Shoulder
Normal crown 2% cross slope
10' Traveled way
6" Untreated base course 4" HMA
Symmetrical about centerline
2.5:1 Fill
14" Structural fill
2:1
Long post fill slope installation
Miscellaneous backfill or existing ground
Miscellaneous backfill or existing ground
14' Traveled way
4.5" Untreated base course
4:1 2.5" Double chip & seal
2:1 benched spillway excavation slope
Miscillanious backfill depth varries
1' m in
4' min
1'
Traffic box for drain cleanouts not shown, see (60254)
Ditch cross section varies see Note 2
4:1
Ditch cross section varies see Note 2
1' m in
4' min
1'
County Road Superelevation
1.00% 2.00% 3.00% 4.00% 5.00% 6.00%
0.00% -1.00% -2.00% -3.00% -4.00% -5.00% -6.00%
0.00% 1.00% 2.00% 3.00% 4.00% 5.00% 6.00%
0.00% -1.00% -2.00% -3.00% -4.00% -5.00% -6.00%
20+00.00'
20+00.00'
B A
21+12.99'
21+12.99'
EN
C
21+47.32'
21+47.32'
21+81.66'
21+81.66'
R C
22+50.32'
22+50.32'
B
FS
22+90.16'
EF
S
23+58.83'
23+58.83'
R C
23+93.16'
23+93.16'
24+27.50'
24+27.50'
B N
C
28+71.41'
28+71.41'
EN
C
29+05.53'
29+05.53'
29+39.65'
29+39.65'
R C
29+63.53'
29+63.53'
B
FS
30+48.67'
30+48.67'
EF
S
30+68.00'
30+68.00'
EA
21+00.00'
21+00.00'
22+00.00'
22+00.00'
23+00.00'
23+00.00'
24+00.00'
24+00.00'
25+00.00'
25+00.00'
26+00.00'
26+00.00'
27+00.00'
27+00.00'
28+00.00'
28+00.00'
29+00.00'
29+00.00'
30+00.00'
30+00.00'
Runout
Runout
Runoff
Runoff
Runout
Runout
Runoff
Runoff
Runout
Runout
Runoff
Runoff
Runoff
Runoff
-2.00%
6.00%
3.40%
-6.00%
-2.00%
-3.40%
Tangent
Tangent
Tangent
Tangent
Curve 1
Curve1
Curve 2
Curve 2
22+90.16'
Sta. 23+31.16 e =-3.612%
Sta. 23+31.16 e =3.612%
Sta. 23+88.17 e =-2.00%
Sta. 23+88.17 e =0.29%
LCLC LC
Fo r
In te rn al
U se
O nl y D ra ft
No t F or D is tr ib ut io n
0 2' 4'
NOTES
ROADWAY CONSTRUCTION
HMA EDGE OPTION 1 DD 1
MIDWEST 31 INCH W-BEAM GUARDRAIL BA 4A
W-BEAM GUARDRAIL TRANSITION BA 4B2A & 4B2B
ANCHOR TYPE I BA 4C1A & 4C1B
GUARDRAIL INSTALLATIONS DETAILS BA 4D1 & 4D2
UDOT REFERENCE DRAWINGS
TYPICAL CROSS SECTION
SPILLWAY ACCESS ROAD
1. Match existing superelevation at end of county road alignment at sta. 30+68.
2. Ditch cross section varies along alignment. See 188-D-60190 Spillway Finished Grade Details for access road ditch cross sections.
ABBREVIATIONS
BC - Begin curve BFS - Begin full superelevation BNC - Begin normal crown BP - Beginning point BVCS - Begin vertical curve Sta.
BVCS - Begin vertical curve El.
EC - End curve EFS - End full superelevation El. - Elevation ENC - End normal crown EP - Ending point EVCE - End vertical curve El.
EVCS - End vertical curve Sta.
HMA - Hot mix asphalt K - Length in feet per 1% change in grade LC - Level crown LVC - Length of vertical curve PI - Point of inflection PVI - Point of vertical inflection RC - Reverse crown Sta. - Station
TYPICAL CROSS SECTION
COUNTY ROAD
WITHOUT GUARDRAIL
TYPICAL CROSS SECTION
COUNTY ROAD
WITH GUARDRAIL
EAST FIELD CANAL INVERTED SIPHON
PLAN AND PROFILE 188-D-60220
EAST FIELD CANAL INVERTED SIPHON TRANSITIONS
PLAN, SECTIONS AND DETAILS 188-D-60221
EXISTING SPILLWAY
BACKFILL PLAN AND PROFILE 188-D-60202
SPILLWAY FINISHED GRADE
PLAN AND PROFILE 188-D-60186
SPILLWAY FINISHED GRADE
DETAILS 188-D-60190
SECTIONS
REFERENCE DRAWINGS
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
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EA
U O
F R
EC
LA
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A
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D
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A R
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EN
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C A D
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TE
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A ut oC A D
4.
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EC
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C A D
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PI
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W A Y
A C C
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S R
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S A V
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D A
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P R O
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C T
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U M
D A M
S
PI
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W
A Y
R
EP
LA
C
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EN
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ROAD SECTIONS
DENVER, CO
188-D-60195
2024-02-28
2' 4'1'0
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Erica Gemperline
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