03_140R2024R0017_2_of_19_0003.pdf
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- Attached to
- Arroyo Canal Fish Screen/Sack Dam Fish Passage
- Solicitation number
- 140R2024R0017
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MECHANICAL (CONTINUED)
PLATE DRAWING NUMBER DRAWING CONTENTS DRAWING DETAILS
126 214-D-60308 FISH SCREEN PARTS
127 214-D-60309 FISH SCREEN PART - SECTIONS - DETAIL
128 214-D-60310 FISH SCREEN PART - SECTION
129 214-D-60311 FISH SCREEN PART - SECTIONS
130 214-D-60312 FISH SCREEN PARTS - SECTIONS
131 214-D-60313 FISH SCREEN PARTS - SECTION
132 214-D-60314 FISH SCREEN PARTS - SECTION - DETAIL
133 214-D-60316 FISH SCREEN LIFTING BEAM INSTALLATION - ASSEMBLY - LIST OF PARTS
134 214-D-60317 FISH SCREEN LIFTING BEAM PARTS - SECTION
135 214-D-60319 FISH SCREEN BRUSH CLEANER ELEVATIONS
136 214-D-60320 FISH SCREEN BRUSH CLEANER SECTION - DETAILS
137 214-D-60321 AIR BURST CLEANING SYSTEM PLAN
138 214-D-60322 AIR BURST CLEANING SYSTEM SECTIONS - DETAIL
139 214-D-60323 AIR BURST CLEANING SYSTEM SECTIONS - DETAIL
140 214-D-60324 AIR BURST CLEANING SYSTEM ISOMETRIC - PART
141 214-D-60325 LEVEL SENSORS PLAN
142 214-D-60326 FISH LADDER EXIT TRASHRACK SEAT INSTALLATION - SECTION - DETAIL
143 214-D-60327 FISH LADDER BAFFLE EDGING INSTALLATION - LIST OF PARTS - DETAILS
144 214-D-60328 FISH LADDER AND HEADWORKS STOPLOGS PLAN - LIST OF PARTS
145 214-D-60329 FISH LADDER AND HEADWORKS STOPLOGS SECTIONS - DETAILS
146 214-D-60330 FISH LADDER ENTRANCE 4.5' STOPLOG GUIDE INSTALLATION - ASSEMBLY - LIST OF PARTS
147 214-D-60331 FISH LADDER ENTRANCE 4.5' STOPLOG GUIDE PARTS - SECTIONS
148 214-D-60332 FISH LADDER EXIT 8' STOPLOG GUIDE INSTALLATION - ASSEMBLY - LIST OF PARTS
149 214-D-60333 FISH LADDER EXIT 8' STOPLOG GUIDE PARTS - SECTIONS
150 214-D-60334 HEADWORKS 4.5' STOPLOG GUIDES INSTALLATION - ASSEMBLY - LIST OF PARTS
151 214-D-60335 HEADWORKS 4.5' STOPLOG GUIDES PARTS - SECTIONS
152 214-D-60336 HEADWORKS 10' STOPLOG GUIDES INSTALLATION - ASSEMBLY - LIST OF PARTS
153 214-D-60337 HEADWORKS 10' STOPLOG GUIDES PARTS - SECTIONS
154 214-D-60338 4.5' STOPLOGS INSTALLATION - ASSEMBLY - LIST OF PARTS
155 214-D-60339 4.5' STOPLOGS SECTIONS - DETAILS
156 214-D-60340 4.5' STOPLOGS PART - SECTIONS - DETAILS
157 214-D-60341 4.5' STOPLOGS PARTS - SECTIONS - DETAILS
158 214-D-60342 4.5' STOPLOGS PARTS
159 214-D-60343 4.5' STOPLOG LIFTING BEAM INSTALLATION - ASSEMBLY - LIST OF PARTS
160 214-D-60344 4.5' STOPLOG LIFTING BEAM PARTS - SECTIONS
161 214-D-60345 4.5' STOPLOG LIFTING BEAM PARTS - SECTION - DETAILS
162 214-D-60346 8' STOPLOGS INSTALLATION - ASSEMBLY - LIST OF PARTS
163 214-D-60347 8' STOPLOGS SECTIONS - DETAILS
164 214-D-60348 8' STOPLOGS PART - SECTIONS - DETAILS
165 214-D-60349 8' STOPLOGS PARTS - SECTIONS - DETAILS
166 214-D-60350 8' STOPLOGS PARTS
167 214-D-60351 8' STOPLOG LIFTING BEAM INSTALLATION - ASSEMBLY - LIST OF PARTS
168 214-D-60352 8' STOPLOG LIFTING BEAM PARTS - SECTIONS
169 214-D-60353 8' STOPLOG LIFTING BEAM PARTS - SECTION - DETAILS
170 214-D-60354 10' STOPLOGS INSTALLATION - ASSEMBLY - LIST OF PARTS
171 214-D-60355 10' STOPLOGS SECTIONS - DETAILS
172 214-D-60356 10' STOPLOGS PART - SECTIONS - DETAILS
173 214-D-60357 10' STOPLOGS PARTS - SECTIONS - DETAILS
174 214-D-60358 10' STOPLOGS PARTS
175 214-D-60359 10' STOPLOG LIFTING BEAM INSTALLATION - ASSEMBLY - LIST OF PARTS
176 214-D-60360 10' STOPLOG LIFTING BEAM PARTS - SECTIONS
177 214-D-60361 10' STOPLOG LIFTING BEAM PARTS - SECTION - DETAILS
ELECTRICAL - SCADA
PLATE DRAWING NUMBER DRAWING CONTENTS DRAWING DETAILS
178 214-D-60370 LEGEND PROCESS AND INSTRUMENTATION DIAGRAM
179 214-D-60371 SYMBOLS AND ABBREVIATIONS PROCESS AND INSTRUMENTATION DIAGRAM
180 214-D-60372 O&M BUILDING PROCESS AND INSTRUMENTATION DIAGRAM
181 214-D-60373 FISH SCREEN AIR BURST & BRUSH CLEANER SYSTEM PROCESS AND INSTRUMENTATION DIAGRAM
182 214-D-60374
RIVER BYPASS HEADWORKS AND FISH RAMP
STRUCTURE PROCESS AND INSTRUMENTATION DIAGRAM
183 214-D-60375 CONTROL SYSTEM (SHEET 1) NETWORK DIAGRAM
184 214-D-60376 CONTROL SYSTEM (SHEET 2) NETWORK DIAGRAM
185 214-D-60377 001-PLC-001 INPUT/OUTPUT LOOP DIAGRAM
186 214-D-60378 001-PLC-101 INPUT/OUTPUT (SHEET 1) LOOP DIAGRAM
187 214-D-60379 001-PLC-101 INPUT/OUTPUT (SHEET 2) LOOP DIAGRAM
188 214-D-60380 001-PLC-101 INPUT/OUTPUT (SHEET 3) LOOP DIAGRAM
189 214-D-60381 AIR BURST SYSTEM SOLENOID VALVE POWER (SHEET 1) WIRING DIAGRAM
190 214-D-60382 AIR BURST SYSTEM SOLENOID VALVE POWER (SHEET 2) WIRING DIAGRAM
191 214-D-60383 AIR BURST SYSTEM SOLENOID VALVE POWER (SHEET 3) WIRING DIAGRAM
192 214-D-60384 AIR BURST SYSTEM SOLENOID VALVE POWER (SHEET 4) WIRING DIAGRAM
193 214-D-60385 001-PLC-301 INPUT/OUTPUT LOOP DIAGRAM
194 214-D-60386 RIVER BYPASS GATE ACTUATORS SCHEMATIC DIAGRAM
ELECTRICAL - SCADA (CONTINUED)
PLATE DRAWING NUMBER DRAWING CONTENTS DRAWING DETAILS
195 214-D-60387 FISH RAMP GATE ACTUATORS SCHEMATIC DIAGRAM
196 214-D-60388 RIVER BYPASS GATE CONTROLS (SHEET 1) BLOCK DIAGRAM
197 214-D-60389 RIVER BYPASS GATE CONTROLS (SHEET 2) BLOCK DIAGRAM
198 214-D-60390 RIVER BYPASS GATE CONTROLS (SHEET 3) BLOCK DIAGRAM
ELECTRICAL - POWER
PLATE DRAWING NUMBER DRAWING CONTENTS DRAWING DETAILS
199 214-D-60394 LEGEND, INDEX, POWER CABLE & CONDUIT SCHEDULE
200 214-D-60395 UNDERGROUND CONDUIT SITE PLAN
201 214-D-60396 UNDERGROUND CONDUIT SITE PLAN
202 214-D-60397 POWER SITE PLAN
203 214-D-60398 EQUIPMENT LAYOUT PLAN VIEW
204 214-D-60399 POWER ELEVATION
205 214-D-60400 LIGHTING PLAN VIEW
206 214-D-60401 LIGHTING ELEVATION
207 214-D-60402 DK1 AND DK4 PANEL SCHEDULES AND LAYOUT
208 214-D-60403 DK2 PANEL SCHEDULE AND LAYOUT
209 214-D-60404 MAIN SINGLE LINE DIAGRAM
210 214-D-60405 EQUIPMENT GROUNDING DIAGRAM
211 214-D-60406 GROUNDING GRID PLAN VIEW AND UNDERGROUND LAYOUT
212 214-D-60408 GROUNDING GRID PLAN VIEW AND LAYOUT
213 214-D-60409 D1A, D1B, D2A, D2B PANEL SCHEDULES
214 214-D-60410 LIA, L1B, DK3 PANEL SCHEDULES
215 214-D-60411 EQUIPMENT CONNECTION SCHEDULE
CORROSION
PLATE DRAWING NUMBER DRAWING CONTENTS DRAWING DETAILS
216 214-D-60415 CATHODIC PROTECTION MOUNTING DETAILS PLAN
217 214-D-60416 EXOTHERMIC WELD AND JUNCTION BOX DETAILS DETAILS
REFERENCE DRAWINGS
PLATE DRAWING NUMBER DRAWING CONTENTS DRAWING DETAILS
218 385925 L-186 TRANSMISSION PLAT DOS PALOS TO CHOWCHILLA
STANDARD DRAWINGS
PLATE DRAWING NUMBER DRAWING CONTENTS DRAWING DETAILS
219 40-D-4334 ELECTRICAL EQUIPMENT ELECTRICAL STANDARDS - GROUNDING DETAILS
220 40-D-4335 ELECTRICAL EQUIPMENT ELECTRICAL STANDARDS - GROUNDING DETAILS
221 40-D-5246 BUILDINGS METHOD OF BUILDING FORMS FOR SUCCESSIVE LIFTS
222 40-D-5247 BUILDINGS JOINTS IN CONCRETE STRUCTURES
223 40-D-5599 STANDARD DESIGN SMALL EQUIPMENT FOUNDATIONS
224 40-D-6032 MECHANICAL STRUCTURES INDUCTION MOTORS
225 40-D-6234 ELECTRICAL EQUIPMENT STANDARD NAME PLATES
226 40-D-6376 ELECTRICAL EQUIPMENT FENCING WITHIN RIGHT OF WAY - TYP GROUNDING DETAILS
227 40-D-6463 PVC WATERSTOPS 12-INCH TYPE, 9-INCH TYPE, AND 6-INCH TYPE, SECTIONS
228 40-D-6592 MISC METAL TOP MOUNTED GUARDRAIL
229 40-D-6602 MISC METAL LADDER TYPE 3 WITH SAFETY GATE
230 40-D-7016 MISC METAL CHAINLINK FENCING SOIL INSTALLATION
231 40-D-7017 MISC METAL CHAINLINK FENCING CONCRETE INSTALLATION
232 40-D-7094 ELECTRICAL EQUIPMENT ELECTRICAL INSTALLATION -CONDUIT CHAMP AND SUPPORTERS
233 40-D-60001 MISC METAL ELETRICAL EQUIPMENT SUPPORT
234 40-D-60002 MISC METAL; WATER TREATMENT GUARD POST
235 40-D-60003 GENERAL NOTES CONCRETE OUTLINE AND REINFORCEMENT
236 40-D-60004 MINIMUM REQUIREMENTS FOR REINFORCEMENT DETAILING
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DRAWING INDEX
SHEET 2
DENVER, CO
214-D-60231
2024-04-02
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
KYRA HEWETT
KYRA HEWETT
BLAKE BIETHMAN
CIVIL STRUCTURES
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.04.04 08:34:12 -06'00'
0 15000' 30000'
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer - CIVIL STRUCTURES GROUP
SHEET
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VICINITY MAP
PLAN
DENVER, CO 2024-04-02
San Joaquin River
Dos Palos
State Road 33
Project Site
Merced County
Madera County
Fresno County
State Road 59
State Road 152
Los Banos
Merced
San Joaquin River
& County Border
Madera
State of California
Interstate 5
NOTES
1. Project site is approximately 20 miles southeast of Los
Banos or 25 miles west of Madera.
2. Nearby airports are located at Dos Palos Airport (about 7 miles southwest of project site) and Merced Regional Airport (about 21 miles north of project site).
State Road 165
State Road 140
Merced County
Fresno County
Madera County
State Road 99
Mariposa County
Mariposa County
FirebaughW Nees Ave.
State Road 145
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.03.25 08:49:03 -06'00'
Sa n
Jo aq ui n
Ri ve r
375 USE
APN 022-090-008
Access Easement
CCID bridge easement
CCID
access easement
CCID
access easement
Sack Dam
APN 022-090-007
Arroyo Canal
R iverside C anal
Riverside Canal overchute
19 20
40 41
N 1,816,000
N 1,816,500
N 1,817,000
E 6, 1, E 6, 1, E 6, 2, APN
001-210-03
Ordinary low water line (State Lands Commission)
375 USE
G 990
RBF 1009
HETFIELD
Arroyo Canal
Sack Dam Site
Control Points Point #
Northing
1816171.46
1816290.00
1821072.75
1805232.95
1804954.03
Easting
6561432.62
6561417.02
6560809.88
6560669.98
6567785.52
Elevation
0.00
128.64
125.73
128.77
133.03
Description
CCID ACCESS
375 USE
G 990
RBF 1009
HETFIELD
Point Table Point #
Northing
1815921.88
1815968.53
1816034.16
1816144.38
1816144.38
1816061.59
1815998.28
1815953.01
1815882.60
1815866.52
1815936.02
1815983.75
1816045.20
1816176.79
1816438.22
1816531.27
1816652.83
1816832.69
1816840.31
1816845.68
1816718.34
1816714.71
1816713.18
1816655.55
1816528.89
Easting
6561706.81
6561699.35
6561675.08
6561634.32
6561429.71
6561460.69
6561515.70
6561554.56
6561623.94
6561604.69
6561536.20
6561495.20
6561441.82
6561408.20
6561465.29
6561482.74
6561493.56
6561435.99
6561459.80
6561476.58
6561511.35
6561500.00
6561495.24
6561513.50
6561502.61
Description
PCC PROP
PCC PROP
PCC PROP
PCC PROP
PCC PROP / CCID ACCESS
PCC PROP / CCID ACCESS
PCC PROP / CCID ACCESS
PCC PROP / CCID ACCESS
PCC PROP / CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
Point Table Point #
Northing
1816414.19
1816415.04
1816172.52
1816171.46
1816003.75
1815988.39
1816047.00
1816063.30
1816048.61
1816027.63
1816056.63
1816067.12
1816077.61
1816038.12
1815925.88
1815925.58
1815944.30
1816333.45
1816915.64
1817012.92
1817012.92
Easting
6561485.29
6561480.70
6561427.74
6561432.62
6561415.53
6561391.83
6561351.78
6561376.95
6561386.46
6561400.06
6561444.82
6561438.02
6561431.22
6561393.26
6561920.96
6562190.96
6562182.09
6561997.89
6561951.16
6561942.09
6561642.09
Description
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID ACCESS
CCID BRIDGE
CCID BRIDGE
CCID BRIDGE
CCID BRIDGE
CCID BRIDGE
CCID BRIDGE
CCID BRIDGE
CCID BRIDGE
CCID BRIDGE
CCID BRIDGE
CLAYTON PROP
CLAYTON PROP
CLAYTON PROP
CLAYTON PROP
CLAYTON PROP
CLAYTON PROP
CLAYTON PROP
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SURVEY CONTROL AND
BOUNDARIES
SACRAMENTO, CA
214-208-60238
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
SURVEY
Boos, Susan M
Perigny Matthew T
Houk, Jillian K
0 100' 200'
SCALE OF MILES
1 2 30
LOCATION MAP
PLAN
Madera Co.
LEGEND
Control point
Property/easement corner (from record)
Contours (10' majors, 2' minor)
Bathymetric contour (10' majors, 2' minor)
Easement, as noted
Property boundary
Ordinary low water line, per State Lands Commission
Edge of water, 2023 aerial mapping
Valeria Ave.
Arroyo Canal
Riverside Canal
San Joaquin River
BASIS OF COORDINATES
BASIS OF ELEVATION
NOTES
State Plane Coordinate System, California Zone 3.
NAD 1983 (epoch 2007) based on RTK GPS observations from:
121. "375 USE" {PID: GU0762}
Northing = 1,816,290.00, Easting = 6,561,417.02.
NAVD 88 based on point 375 USE, elevation 128.64. (see Note 2)
1. Topography and bathymetry from a combination of aerial LiDAR and multi-beam sonar collected in July and August, 2023 by contractor for the San Joaquin River Restoration Program.
2. This area is prone to subsidence. Basis of Elevation for aerial LiDAR and bathymetry is from Reclamation's December 2014 subsidence survey. All control point elevation values are based on the December 2014 subsidence survey.
3. Lines showing property and easement boundaries are based on record and have not been surveyed. The point table shows the approximate northing and easting locations of the angle points based on record data.
4. The polygon for the parcel labeled APN 001-210-03 includes only the portion of the APN that Reclamation is intending to acquire.
The entire parcel for APN 001-210-03 extends north and south of the inteded acquisition.
Fresno Co.
OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
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P
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OH
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SITE PLAN
DENVER, CO 2024-04-02
Fish Ladder (60442)
River Bypass Headworks (60455)
River Bypass (60237)
West Berm (60272)
Sack Dam
Abandoned 6" PG&E gas line.
See note 2.
Fish Screen (60303)
River Realignment (60236)
Maintenance Building (60235)
San Joaquin River
Arroyo Canal
Po so
C an al
Access road and bridge by others
Fish Ramp (60238)
Pillars
Overhead power lines
Existing structures to remain in place
East Berm (60275)
Approximate existing river bank
Grading extents
Grading extents
GENERAL NOTES
1. This area is prone to subsidence. See 01 71 20 - Surveying for vertical datum information.
2. See 01 56 10 - Protection of Existing Installations for information regarding the abandoned 6" PG&E gas line.
3. State Plane Coordinate system, California Zone 3. NAD
1983.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer - CIVIL STRUCTURES GROUP
Low Flow Channel
0 120'60'
SCALE: 1"=60'
Outlet grading (60266)
Approximate existing river bank
Fish Ramp Headworks
(60481)
Swing vehicle gate
Swing vehicle gate
Swing vehicle gate
Slide gate Retaining wall
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.03.25 08:51:52 -06'00'
8 9 10
34 35
PT 121
POINT TABLE
POINT #
NORTHING
1816047.00
1815988.39
1816003.75
1816027.63
1816051.39
1815866.52
1815882.60
1815921.88
1815925.88
1815925.61
1815944.37
1816338.69
1817012.92
1817029.26
1816906.09
1816846.15
1816833.12
EASTING
6561351.78
6561391.83
6561415.53
6561400.06
6561436.72
6561604.69
6561623.94
6561706.81
6561920.93
6562205.79
6562204.19
6562017.53
6561962.18
6561645.15
6561622.10
6561476.55
6561435.85
ELEVATION
123.34
123.62
124.69
124.66
120.60
125.53
123.33
113.32
116.09
125.54
125.35
124.06
124.66
110.41
114.10
117.78
0.00
POINT TABLE
POINT #
NORTHING
1816652.83
1816531.27
1816437.61
1816438.22
1816177.23
1816072.31
1816048.61
1816063.30
1816713.60
1816656.02
1816529.36
1816414.66
1816415.51
1816172.55
1816171.46
1816115.11
1816151.05
EASTING
6561493.56
6561482.74
6561468.60
6561465.29
6561408.30
6561423.03
6561386.46
6561376.95
6561495.04
6561513.47
6561502.58
6561485.26
6561480.67
6561427.61
6561432.62
6561432.91
6561483.86
ELEVATION
126.24
123.32
125.25
125.23
126.05
120.25
124.26
124.27
124.58
124.42
123.92
123.74
124.15
126.24
126.61
124.72
122.84
POINT TABLE
POINT #
NORTHING
1816151.91
1816383.75
1816460.70
1816602.09
1816641.69
1816686.79
1816718.81
1816012.08
1816006.54
1816293.26
1816230.69
1816180.00
1816290.00
EASTING
6561604.64
6561669.29
6561657.45
6561629.02
6561625.17
6561624.35
6561511.32
6561333.27
6560972.64
6560983.73
6561329.91
6561900.00
6561417.02
ELEVATION
123.83
111.22
111.27
106.39
107.82
107.97
118.20
121.62
120.72
119.80
125.40
116.91
126.34
SHEET
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LA
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A V E D
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IO
N P
R O
G R A M
S A C K D
A M
B Y P A S S
CONTRACTOR SITE USE
AREAS
PLAN
DENVER, CO 2024-04-02
PLAN
0 100'50'
SCALE: 1"=50'
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer - CIVIL STRUCTURES GROUP
Existing Sack Dam
NOTES
1. All control point coordinates are shown in
CA Zone 3 (NAD88) horizontal datum
2. Topography and bathymetry collected in
January and February 2015. Basis of elevation is from Reclamation's December 2014 subsidence survey. All topography was then lowered uniformly 2.3 feet to approximate existing conditions at the start of the year 2025 (assuming 0.23 feet of subsidence per year over 10 years).
3. Contractor is responsible for confirming site use area boundary, see 01 71 20, Surveying.
4. Coordinates for points 43 thru 46 are approximate. For this location, the boundary of the contractor use area is defined by the fence or as directed by COR.
5. See 31 63 29 - Steel pipe piles for information regarding the test pile section.
Contractor use boundary
See Note 3
PT 121
Points based on legal description.
Aerial imagery may not be accurate to legal description boundary.
Contractor exclusion area
Clayton Ranch access continues beyond drawing boundary
126.74
Contractor use boundary, see Note 4
R E V N
O -0
-3
D
B M p oi n t w as r en am ed t o m a tc h p oi n t n a m e in su rv ey
E le va ti on w a s al so c or re ct e d
N ot e u p d at ed .T es t p ile s ec ti o n b ou n d ar y an d p oi n t a d d ed
N o te a d d ed
Test pile section, see Note 5
R E V N
O -1
-1
D
Po in ts i n p oi n t ta b le w er e r eo rd e re d t o re fl ec t ac tu a l p oi n ts a s sh o w n o n t h e m a p i ts e lf
Amendment No. 0003 6
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S A C K D
A M
B
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A S S
DISPOSAL AREA
VICINITY MAP & PLAN
DENVER, CO 2024-08-30
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer -
PLAN
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
NOTES
1. Disposal site is located approximately 7.15 miles south of Sack Dam project site.
2. Contractor is responsible for confirming disposal area boundary with COR.
Sack Dam Project Site
Disposal Area, see Note 1
Rd 5 1/2
A ve
/2
Entry point
Disposal area boundary
CIVIL STRUCTURES
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.08.15 09:43:16 -06'00'
6A
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHP
OHP
OHP
OHP
OHP
125125
120120
125 12
125 12
A
115120125
N:1816113.11 E:6561434.20
N:1816102.37 E:6561489.94
N:1816136.82 E:6561489.90
N:1816088.07 E:6561626.49
N:1816081.95 E:6561649.32
N:1816053.96 E:6561641.81
N:1815965.29 E:6561616.14
N:1815946.42 E:6561596.06
N:1815912.48 E:6561597.73
N:1816029.00 E:6561523.00
N:1815988.38 E:6561626.33
N:1816136.69 E:6561635.87
SHEET
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B
A
D
C
B
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B U
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D
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A R
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EN
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TH
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IN
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C A D
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A ut oC A D
4.
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D A
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B U
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IN
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MAINTENANCE BUILDING
SITE PLAN
PLAN & SECTION
DENVER, CO 2024-04-02
Approximate existing river bank
Fish Screen foundation, see (60431)
Maintenance Building, see
(60210)
2.
5:
PLAN
1" = 20'
Bridge access to maintenance building by others
Existing red barn structure, see Note 2
Poso Canal Fl ow
Extents of maintenance building yard
Area not to be disturbed, see (60234)
Existing overhead power lines, see Note 2
Abandoned 6" PG&E gas line, see Note 2
Maintenance building fenceline
River realignment bypass, see (60236)
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer -
Radio tower foundation, Concrete retaining wall, see (60431)
MSE retaining wall, see (60278)
Drain to San Joaquin River
Drainage to outlet to San Joaquin River
3:1
FLOW
0 20' 40'10'
FLOW
FLOW
5:
5:1
Sl op e to d ra in
S lo pe t o dr ai n
Sl op e to d ra in
S lo pe t o dr ai n
Fish screen concrete pad, see (60403 &
60229)
Existing overhead power lines
Future overhead power lines and pole to be installed by
PG&E
Drainage path
Existing overhead power lines, see Note 2
Future buried power lines to be installed by PG&E
2:
Tapered MSE retaining wall
SECTION
NOT TO SCALE
NOTES
1. See General Notes, see 214-D-60233
2. See 01 56 10, Protection of Existing Installations, for power line elevations, protection of red barn, and abandoned 6" PG&E gas line
2%
2:1
Maintenance yard surface
Rip rapped drainage channel to drain to San Joaquin River
Slope to existing ground
Match to existing ground Chain link fence not shown
For backfill zones and extents and details, see (60265)
Vehicle slide gate to be installed
Vehicle swing gate to be installed
Ridgeline
Chain link fence
2:1
4.00 (typ.)
Geotextile
R30-0'
R3 0-
0'
Heat pump, see (60285)
Future septic tank, see (60260)
Engine generator set, see (60228)
Load bank, see (60225)
Ridgeline
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.04.01 08:20:59 -06'00'
122.50
125125
120120
125 12
125 12
124.50 124.66
123.47
124.00
124.00
124.00
124.00
123.40
125.00
125.00125.00
125.00
-5 .0
-3 .5
-2 .3
123.00
124.00
124.00
125.00
124.00
124.00
-3 .1
-2 .3
-2 .1
114.00
122.14
115.00
123.35
122.18
111.73
115120125
N:1816113.11 E:6561434.20
N:1816102.37 E:6561489.94
N:1816136.82 E:6561489.90
N:1816088.07 E:6561626.49
N:1816081.95 E:6561649.32
N:1816053.96 E:6561641.81
N:1815965.29 E:6561616.14
N:1815946.42 E:6561596.06
N:1815912.48 E:6561597.73
N:1815988.38 E:6561626.33
N:1816136.69 E:6561635.87
121.83
SHEET
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DETAILED SITE GRADING
PLAN & SECTIONS
DENVER, CO 2024-04-02
Approximate existing river bank
Maintenance Building, see
(60210)
PLAN
1" = 20'
Fl ow
Extents of maintenance building yard
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer -
Drainage to outlet to San Joaquin River
0 20' 40'10'
Ridgeline Ridgeline
FLOW
FLOW
Ditch flowline
Drain to San Joaquin River
Concrete retaining wall
MSE retaining wall
Vehicular slide gate
Vehicular swing gate
Top of existing levee
Poso Canal 109.5
Slope 2:1 from 124 to 109.5124.00
River realignment, see (60236)
NOTES
1. Elevations shown are top of finished grade.
2. Utilities not shown, see 214-D-60235
SECTION
NOT TO SCALE
SECTION
NOT TO SCALE
Flow
A B
2:1 2:1
2:1 2:1
Existing ground
Existing ground
Concrete retaining wall 1.50
1.50
4.00 (typ.)
12.00 (typ.)
Class 2 rip rap
Class 2 rip rap
Geotextile, for details and attachment, see Spec 31 32 32
10:1
3:1 2.
5:
2.67
Geotextile, for details and attachment, see Spec 31 32 32
Anchor geotextile to concrete wall
B
124.00
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.04.01 08:21:49 -06'00'
A
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
512012
N14° 58' 53.01"E 508.65'
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
0+
1+
2+
3+
4+
5+
5+
.6
EL
EV
A
TI
O N
STATION
0+50 1+00 2+00 3+00 4+00 5+00 5+58.65
-0.00%
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M
EN
T
RIVER REALIGNMENT
PLAN AND PROFILE
DENVER, CO 2024-04-02
NOTES
1. For General Notes, see 214-D-60233.
2. Slope transitions from 2:1 at retaining wall to 10:1 at centerline of river realignment.
3. See Section 01 56 10 - Protection of Existing Installations for more information regarding the abandoned 6" PG&E gas line.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer - CIVIL STRUCTURES GROUP
River Realignment Invert
Existing Grade
San Joaquin River
Abandoned 6" PG&E gas line. See Note 3.
Sack Dam
River Realignment
Fish Screen (60303)
Overhead power lines
Grading extents
River Bypass Headworks (60455)
Fish Ramp Headworks (60481)
El. 109.5
El. 109.5
Fish Ladder Exit (60442)
Approximate existing river bank
0 60'30'
0 60'30'
SCALE: 1"=30'
SCALE: 1"=30'
2:
Flow
Flow
S = 0%
Finished ground, El. 109.5
Fish screen
2:1
SECTION A
NOT TO SCALE
Existing ground
S
TA
B eg in R iv er
R ea lig nm en t
S
TA
.5
G ra de a t
:1 to
E l.
9.
S
TA
.6
En d
R iv er R ea lig nm en t B eg in R iv er
B yp as s
H ea dw or ks (6
152.25
10:1
East Berm (60275)
54.0
98.25
Approximate existing river bank
2:1
22.0
10:1
See Note 2
STA 0+50
Begin River Realignment N = 1816021.53 E = 6561691.10
STA 5+26.65
End River Realignment
Begin River Bypass Headworks (60455) N = 1816481.98 E = 6561814.32
El. 109.5
Maintenance Building (60235)
10:1
El. 109.5
Sheetpiles not shown
Sheetpiles not shown
West Berm (60272)
El. 109.5
El. 109.5
Swing vehicle gate
10.5
22.0
10.5
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.04.01 14:02:05 -06'00'
B
C
PC
: 6
+3 2.
M id
6+
.0
PT: 7+
53.91
PI 6+97.79
N. 1816647.29 E. 6561858.56
N14° 58' 53.01"E
73.52'
N38° 00' 00.00"W
271.09' L=121.73 =52.9814 R=131.65
T=65.61
5+
.6
6+
7+
8+
9+
10+
10+
EL
EV
A
TI
O N
STATION
5+58.66 6+00 7+00 8+00 9+00 10+00 10+25
0.00% -0.27%
SHEET
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A
D
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B
A
B U
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B
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A S S
R
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B
YP
A S S
RIVER BYPASS
PLAN AND PROFILE
DENVER, CO 2024-04-02
River Bypass Invert
Existing Grade
Flow
River Bypass Headworks
(60455)
Fish Ramp Headworks (60481)
River Bypass
El. 109.5
El. 108.5
West Berm (60272)
NOTES
1. For General Notes, see
214-D-60233.
2. See drawing 60467 for concrete outlines and reinforcement.
S
TA
G ra de B re ak
El
9.
Top of Wall El. 124.5
Top of Wall El. 124.5
Graded Outlet El. 107.5 (60266)
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer - CIVIL STRUCTURES GROUP
0 20' 40'10'
SCALE: 1"=20'
0 20' 40'10'
SCALE: 1"=20'
Begin riprap grading
El. 107.5
Fish Ramp (60238)
Low Flow Channel
Fish Ladder Entrance (60442)
Start low flow channel, El. 108.0
Grading extents
A 0 10' 20'
SCALE: 1"=10'
Consistent El. in cross section, El. varies along profile
Concrete retaining wall (60453)
El. 124.5 El. 124.5
River Bypass
El. 107.0 at end of low flow channel, slope up to
107.5 at 2:1 slopes
95.5
El. 122.5
Varies
O&M staging area
S
TA
.6
B eg in R iv er
B yp as s
El
9.
1:1
El. 108.5
El. 107.5
B
NOT TO SCALE
2:1
S
TA
.7
En d
R iv er B yp as s El
8.
East Berm (60275)
8.75
1.50
STA 5+58.66
Begin River Bypass
End River Bypass Headworks (60455) N = 1816512.89 E = 6561822.59
El. 109.5
STA 9+55.79
End River Bypass N = 1816858.08 E = 6561693.87
El. 108.5
C
NOT TO SCALE
El. 108.5
El. 106.0
95.5
18"-thick river rock
15"-thick riprap bedding
Continue riprap as shown on (60272)
El. 107.0
Riprap
S
TA
.7
En d
R iv er B yp as s
4.5
10.5 2:1 sideslopes
15"-thick riprap bedding 1:1 1.25
El. 106.0
El. 104.75
18"-thick river rock 15"-thick riprap bedding
83.0
12.5
2.0
Swing vehicle gate
Pillars (60238)
Pillars (60238)
El. 104.75
Riprap
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.04.01 14:06:14 -06'00'
5+ 07.33
0+
1+00
2+ 00 3+
4+
5+
PI 2+12.99
N. 1816665.97 E. 6561950.72
PC
: 1
+0 5.
M id
2+
.4
PT: 3+
05.39
N14° 58' 53.01"E
105.42'
N38° 00' 00.00"W
201.94' C3 L=199.97 =52.3595
R=218.82 T=107.58
EL
EV
A
TI
O N
STATION
0+00 1+00 2+00 3+00 4+00 5+005+07.33
0.00%
-1.86%
A
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
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U .S
D
EP
A R
TM
EN
T
O F
TH
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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
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0X
F
IS
H R
A M
P
U
PD
A
TE
D C H
EV
R O
N S .D
W G
LA
S T
S A V
ED
D A
TE
-0 7-
LA
S T
S A V
ED
B Y
B B
IE
TH
M
A N
C
EN
TR
A L
V A
LL
EY
P
R O
JE
C T
S A N
J O
A Q
U
IN
R
IV
ER
R
ES
TO
R A
TI
O N
P R O
G R A M
S A C K D
A M
B
YP
A S S
FI
S H
R A M
P
FISH RAMP
PLAN AND PROFILE
DENVER, CO 2024-08-23
NOTES
1. For General Notes, see 214-D-60233.
2. Grade right bench of fish ramp from El. 122.5 to 107.5 between STA 4+39.42 and STA 5+07.33.
3. Alternative installation of pillar reinforcement may be submitted for approval.
4. Northings and eastings correspond with the center of the left (looking downstream) pillars.
5. Pillar groups A through G are not shown on this drawing.
These pillars will be installed in a future contract by others.
Existing Grade
Fish Ramp Invert
Fish Ramp Headworks (60481)
Fish Ramp
River Bypass (60237)
Flow
Grading extents
Pillars
2:
East Berm (60275)
2:
El. 122.5 See Note 2
El. 124.5
El. 122.5
El. 109.5
El. 107.5
S
TA
G ra de B re ak
El
9.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
Peer Reviewer - CIVIL STRUCTURES GROUP
0 20' 40'10'
SCALE: 1"=20'
0 20' 40'10'
SCALE: 1"=20'
El. 107.5
Flow
Bench El. 122.5
5.0
Varies
El. 124.5 Handrail not shown
3.02:1 2:1
2:1 to EG
0 10' 20'
SCALE: 1"=10'
Ø2.0 Typ.
4.5 1.5
El. 122.5
0 10' 20'
SCALE: 1"=10'
El. 124.5 Handrail not shown
Bench El. varies
El. varies
Varies
El. varies
2:1 to EG2:12:1
3.0
El. 107.5 See Note 2
S
TA
B eg in T ra ns iti on
El
8.
Varies
S
TA
Pi lla r G ro up
To p El
.5 B ot to m
E l.
2.
S
TA
Pi lla r G ro up
To p El
.5 B ot to m
E l.
2.
S
TA
Pi lla r G ro up
To p El
.5 B ot to m
E l.
2.
S
TA
Pi lla r G ro up
To p El
.5 B ot to m
E l.
2.
S
TA
Pi lla r G ro up
To p El
.5 B ot to m
E l.
2.
S
TA
Pi lla r G ro up
To p El
.5 B ot to m
E l.
2.
Pillar locations shown in profile
FISH RAMP DETAIL 1
STA 0+32 to STA 4+00
FISH RAMP DETAIL 2
STA 4+00 to STA 5+07.33
2:1 to EG
2:1 to EG
3" dr
8-#8 equally spaced as shown
PILLAR DETAIL
NO SCALE
2.0
See Note 3
CL.
Pillar
2:
2:
STA 5+07.33
End Fish Ramp
Begin Graded Outlet (60266) N = 1816910.56 E = 6561761.05
El. 107.5
STA 0+32
Begin Fish Ramp End Fish Ramp Headworks (60481) N = 1816491.12 E = 6561903.98 El. 109.5
30.0
#4@1'-0"
S
TA
B eg in H ea dw or ks
El
9.
S
TA
En d
H ea dw or ks B eg in F is h
R am p El
9.
S
TA
.3
En d
Fi sh
R am p El
7.
El. 122.5
A NO SCALE
El. 108.5
PILLAR # STA NORTHING EASTING
1 0+52 1816512.18 6561902.63
2 0+77 1816536.33 6561909.09
3 1+02 1816560.48 6561915.55
4 1+27 1816584.22 6561920.83
G 1+62 1816617.99 6561923.62
F 1+97 1816651.77 6561921.00
E 2+32 1816684.71 6561913.03
D 2+67 1816715.95 6561899.91
C 3+02 1816744.70 6561881.99
B 3+37 1816772.18 6561860.60
A 3+72 1816799.76 6561839.05 5 4+08 1816828.14 6561816.88
6 4+33 1816847.83 6561801.49
7 4+58 1816867.53 6561786.10
PILLAR POINT TABLE. See Notes 4 and 5.
Exposed footing
18"-thick riprap
15"-thick riprap bedding
See Note 4
15"-thick riprap bedding
2.75
18"-thick riprap
CL Fish Ramp
57.0
26.0
Swing vehicle gate
Total embedment not shown
1.5
El. 122.5
18"-thick river rock
18"-thick river rock
S
TA
Pi lla r G ro up
To p El
.5 B ot to m
E l.
2.
-0 6-
D
U pd at ed c he vr on p ill ar h ei gh t, p la ce m en t an d re in fo rc em en t de ta ils
D ig ita lly s ig ne d by
N
IC
H O
LA
S
CL
O
U G
H
D at e:
4.
.2
:5 5:
-0 6'
12Amendment No. 0003
13Amendment No. 0003
(A101)
A
ROOM NAME
A101
T.O. CONC WALL
ELEVATION
A101
SIM
A101
SIM
A101
1 SIM
BUILDING ELEVATION SYMBOL
INDICATES ELEVATION NUMBER
INDICATES SHEET NUMBER
BUILDING SECTION SYMBOL
INDICATES SECTION NUMBER
INDICATES SHEET NUMBER
"SIM" INDICATES SIMILAR SECTION
WALL/SECTION DETAIL SYMBOL
INDICATES SECTION/DETAIL NUMBER
INDICATES SHEET NUMBER
"SIM" INDICATES SIMILAR DETAIL
DETAIL CALLOUT SYMBOL
INDICATES DETAIL NUMBER
INDICATES SHEET NUMBER
"SIM" INDICATES SIMILAR DETAIL
VERTICAL OR SPOT ELEVATION
ROOM NAME AND NUMBER
INTERIOR ELEVATION SYMBOL
INDICATES ELEVATION NUMBER
INDICATES SHEET NUMBER
BUILDING MATCHLINE
BUILDING LINE SYMBOL
DOOR SYMBOL
OPENING SYMBOL, WINDOWS
AND LOUVERS
MATERIAL IDENTIFICATION?1
TOTAL TRAVEL 32'
(75' ALLOWABLE FOR S)
FE
TO
TA
L
TR
A V
EL
(1
0' A
LL
O
W A
B
LE
FO
R
B
FE
569 SF
STORAGE
176 SF
GENERATOR
ENCLOSURE
191 SF
CONTROL ROOM
19 SF
MECH
TOTAL TRAVEL 22'
(100' ALLOWABLE FOR U)
B BUSINESS OCCUPANCY CLASSIFICATION FOR
BUILDING AREA
LIFE-SAFETY LEGEND
FIRE EXTINGUISHER (SURFACE MOUNTED
BRACKET)
FE
S-1 STORAGE OCCUPANCY CLASSIFICATION FOR
BUILDING AREA
NUMBER OF OCCUPANTS ADVANCING
(CUMULATIVE)
TRAVEL PATH AND DISTANCE (SEE
ROUTES, THIS PAGE)
EXIT WIDTH
REQUIREMENTS
TOTAL # OF OCCUPANTS
CAPACITY/ALLOWABLE # OF OCCUPANTS
EXIT WIDTH (INCHES)
REQUIRED WIDTH (STAIRS)/OCCUPANT
REQUIRED WIDTH (OTHER
COMPONENTS)/OCCUPANT
.2"
.3"
ROUTE X
DOOR / OTHER EGRESS
COMPONENT WIDTH MARKER
STAIR WIDTH MARKER
ROOM OCCUPANCYor
SCALE OF FEET
16 0 16 32
GENERAL NOTES
1. DIMENSIONS ON DRAWINGS ARE TAKEN TO/FROM
THE FOLLOWING LOCATIONS UNLESS OTHERWISE
INDICATED: CENTERLINE OF COLUMN, FACE OF STUD,
FACE OF CONCRETE.
2. EXTERIOR GENERATOR ENCLOSURE WALLS ARE
DESIGNED FOR VERTICAL AND HORIZONTAL CMU-
MODULE CONSTRUCTION. PATTERN: RUNNING BOND.
3. LIGHTNING PROTECTION SYSTEM COMPONENTS
ARE NOT SHOWN ON DRAWINGS. SEE ELECTRICAL
DRAWINGS AND SPECIFICATIONS.
4. MECHANICAL, ELECTRICAL, STRUCTURAL, AND
SITE INFORMATION SHOWN ON ARCHITECTURAL
DRAWINGS IS PROVIDED FOR CLARITY AND/OR
GENERAL LOCATION PURPOSES ONLY. SEE
MECHANICAL, ELECTRICAL, STRUCTURAL, AND SITE
WORK DRAWINGS FOR ADDITIONAL INFORMATION.
5. FLASHING COLOR TO MATCH ADJACENT MATERIAL
COLOR UNLESS OTHERWISE NOTED.
6. ALL SEALANTS, GASKETS AND SEALING
MATERIALS MAY NOT BE SHOWN, BUT SHALL BE
APPLIED AS RECOMMENDED AND REQUIRED BY ROOF,
WALL, WINDOW AND DOOR MANUFACTURERS FOR
CONSISTENT WEATHERPROOFING.
7. ROOM AND DOOR NUMBERS SHOWN ON
DRAWINGS ARE FOR CONSTRUCTION PURPOSES
ONLY.
BUILDING CODE SUMMARY
ALL WORK TO COMPLY WITH THE 2021 INTERNATIONAL BUILDING CODE
(IBC), AND 2022 CALIFORNIA BUILDING STANDARDS CODE
OCCUPANCY TYPES (MIXED USE OCCUPANCY):
CONTROL ROOM: BUSINESS GROUP B (304.1)
WAREHOUSE/STORAGE: LOW HAZARD STORAGE GROUP S-2 (311.3)
CONSTRUCTION TYPE: VB (602.5)
SEPARATION OF OCCUPANCIES: NONSEPARATED OCCUPANCIES (508.3)
ALLOWABLE AREA: 9,000 SF (GROUP B MOST RESTRICTIVE) (TABLE 506.2)
ACTUAL AREA: 962 SF
ALLOWABLE HEIGHT: 2 STORIES (TABLE 504.4)
ACTUAL HEIGHT: 1 STORY
OCCUPANT LOAD (TABLE 1004.1.1):
STORAGE AREA
634 SF / 300 GROSS = 3
BUSINESS AREAS
328 SF / 100 GROSS = 4
TOTAL OCCUPANT LOAD = 7
FIRE RESISTANCE RATINGS (TABLE 601):
PRIMARY STRUCTURAL FRAME: 0 HOURS
NONBEARING WALLS AND PARTITIONS, EXTERIOR (TABLE 602): 0 HOURS
NONBEARING WALLS AND PARTITIONS, INTERIOR: 0 HOURS
AS AN INTERMITTENTLY AND IRREGULARLY OCCUPIED FACILITY, THE AHJ
WOULD EXEMPT THIS PROJECT FROM CHAPTER 29 PLUMBING FIXTURE
REQUIREMENTS, THE FACILITY WILL, NONETHELESS INCLUDE:
REQUIRED WATER CLOSETS:
ONE (ONE PROVIDED)
REQUIRED LAVATORIES:
ONE (ONE PROVIDED)
SERVICE SINK AND DRINKING FOUNTAIN NOT PROVIDED
IECC CLIMATE ZONE 3B
METAL BUILDINGS -
ROOF INSULATION REQ'D: R-25ci (CONTINUOUS INSULATION) WALL INSULATION REQ'D: R-13 + R6.5ci
SYMBOL LEGEND
3/16" = 1'-0"1 LIFE-SAFETY PLAN
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
S A N
J O
A Q
U
IN
R
IV
ER
R
ES
TO
R A
TI
O N
P R O
JE
C T
G R A V
IT
Y D
IV
IS
IO
N
B
YP
A S S F
IS
H
S
TR
U C
TU
R E
M A
IN
TE
N
A N
C E
B U
IL
D
IN
G
B.BARKEY, R.A.
B.BARKEY, R.A.
B. TRIPP, R.A.
BRUCE BARKEY, R.A.,
LAN NGUYEN, P.E.,
Peer Reviewer - PLANT STRUCTURES GROUP
3/4/2024
ARCHITECTURAL
CODE SUMMARY / LIFE -
SAFETY / GENERAL
NOTES
214-D-60210
ABBREVIATIONS
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING
AND AIR-CONDITIONING ENGINEERS
B.O. BOTTOM OF
C.I. CONTINUOUS INSULATION
CENTER LINE
CMU CONCRETE MASONRY UNIT(S)
CONC. CONCRETE
DS DOWNSPOUT
DWG. DRAWING
EJ EXPANSION JOINT
EL. ELEVATION
EQ. EQUAL
EVAP. EVAPORATIVE
FACP FIRE ALARM CONTROL PANEL
FRP FIBERGLASS REINFORCED PLASTIC
GWB GYPSUM WALL BOARD
IBC INTERNATIONAL BUILDING CODE (2021)
IFC INTERNATIONAL FIRE CODE (2021)
LCP LIGHTING CONTROL PANEL
MAT'L MATERIAL
MIR. MIRRORED
MIN. MINIMUM
O.D. OUTSIDE DIAMETER
O.H. OPPOSITE HAND
QUANT. QUANTITY
REF. REFERENCE
SB SPLASH BLOCK
SF SQUARE FEET
SIM. SIMILAR
THK THICKNESS
THRHLD THRESHOLD
T.O. TOP OF
TYP. TYPICAL
Digitally signed by BRUCE BARKEY Date: 2024.03.11 16:08:43 -06'00'
Digitally signed by LAN NGUYEN Date: 2024.03.11 16:45:16 -06'00'
60213
DCBA
12'-0"12'-0"12'-0"
'-0
'-0
CONTROL ROOM
STORAGE
GENERATOR
ENCLOSURE
60212
60212
3'-0"6"8'-3" 6"
23'-9"
CONC.
APRON
100A
100B
CMU SCREEN WALL
CONC.
STOOP
MECH
102A
38'-0"
'-1
'-0
60213
60213
60213
4'X8' ALUMINUM
FRAMED GATE
RESTROOM
FRP WAINSCOT
102A
EQUIPMENT PAD, RE: ELECT
N 1816108.414 E 6561547.667
N 1816082.342 E 6561585.667
16'-8"
4' -1
8'
-0
1" EXPANSION JOINT, RE: STRUCT.
2'-8"8'-4"27'-0"
2' -0
3'
-1 0"
6' -7
'-0
3' -7
EQUIPMENT PAD
GUARD POSTS, RE: STRUCT.
1/8"/FT SLOPE
TO DOOR
SLOPE RESTROOM
FLOOR TO FLOOR DRAIN
SEPTIC TANK, RE: PLUMB.
60213
DCBA
60212
60212
3:
3:
DS DS
DSDS
DCBA
EL. +15'-3" @ RIDGE
EL. +12'-3" @ EAVE
(INTERIOR B.O. STRUCTURE)
EL. +12'-3" @ EAVE
(INTERIOR B.O. STRUCTURE)
3:
3:
EXPOSED TO
STRUCTURE
EXPOSED TO
STRUCTURE
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
S A N
J O
A Q
U
IN
R
IV
ER
R
ES
TO
R A
TI
O N
P R O
JE
C T
G R A V
IT
Y D
IV
IS
IO
N
B
YP
A S S F
IS
H
S
TR
U C
TU
R E
M A
IN
TE
N
A N
C E
B U
IL
D
IN
G
B. BARKEY, R.A.
B. BARKEY, R.A.
B. TRIPP, R.A.
BRUCE BARKEY, R.A.,
LAN NGUYEN, P.E.,
Peer Reviewer - PLANT STRUCTURES
3/4/2024
ARCHITECTURAL
MAINTENANCE BUILDING
PLANS
214-D-60211
3/16" = 1'-0"1 FLOOR PLAN
SCALE OF FEET
01 5 10 15
3/16" = 1'-0"2 ROOF PLAN
SCALE OF FEET
01 5 10 15
3/16" = 1'-0"3 REFLECTED CEILING PLAN
SCALE OF FEET
01 5 10 15
NOTES
1. INTERIOR PARTITIONS TO BE 5/8" IMPACT
RESISTANT GYPSUM BOARD OVER METAL STUDS. 6"
METAL STUDS AT PARTITION SEPARATING STORAGE
AND CONTROL ROOM AND PARTITION SEPARATING
CONTROL ROOM FROM RESTROOM. 3 5/8" PARTITION
SEPARATING MECHANICAL CLOSET FROM RESTROOM.
2. USE MOISTURE RESISTANT GYPSUM BOARD AT
WET WALL LOCATIONS (BEHIND/ADJACENT TO
TOILET, LAVATORY AND UTILITY SINK).
3. INSTALL FRP WAINSCOT TO 4'-0" AT WET WALL
LOCATIONS IN RESTROOM.
4. INTERIOR SIDE OF EXTERIOR WALLS AT CONTROL
ROOM, RESTROOM AND MECHANICAL ROOM TO
RECEIVE 5/8" IMPACT RESISTANT GYPSUM BOARD
ATTACHTED TO 7/8" METAL HAT CHANNEL @ 16" O.C.
APPLIED TO GIRTS.
5. INSTALL SOUND ATTENUATING BATT INSULATION
IN PARTITIONS BETWEEN RESTROOM AND CONTROL
ROOM AND RESTROOM AND STORAGE.
6. INSTALL 6" RESILIENT WALL BASE AT INTERIOR
WALLS WITH GYP. BD.
Digitally signed by BRUCE BARKEY Date: 2024.03.11 16:09:34 -06'00'
Digitally signed by LAN NGUYEN Date: 2024.03.11 16:45:59 -06'00'
T.O. CONCRETE
125' - 6"
DCBA
PREFINISHED,
INSULATED METAL
PANEL ROOF
BARBED WIRE TAPE
MOUNTED TO T.O.
SCREEN WALL
SMOOTH
FACED CMU
SCREEN WALL
W/SOLID
CAP/COPING
T.O. ENCL. WALL.
133' - 10"
EAVE
138' - 6"
T.O. CONCRETE
125' - 6"
100A100B
PREFINISHED,
INSULATED METAL
PANEL ROOF
BARBED WIRE TAPE
MOUNTED TO T.O.
SCREEN WALL
CMU SCREEN WALL
W/SOLID CAP/COPING
PREFINISHED,
INSULATED VERTICAL
METAL PANEL
CLADDING
PREFINISHED
GUTTER &
DOWNSPOUT
DOORS, RE: DOOR
SCHEDULE
ALUMINUM FRAMED
GATE WITH METAL
PANEL INFILL
CONCRETE STOOP &
APRON RE: STRUCT.
T.O. ENCL. WALL.
133' - 10"
EAVE
138' - 6"
T.O. CONCRETE
125' - 6"
3 2 1
PREFINISHED 1"X15"
METAL FASCIA
PREFINISHED,
INSULATED VERTICAL
METAL PANEL
CLADDING
CMU SCREEN
WALL
PREFINISHED GUTTER
& DOWNSPOUT
60213
60213
BARBED WIRE TAPE
MOUNTED TO T.O.
SCREEN WALL
T.O. ENCL. WALL.
133' - 10"
EAVE
138' - 6"
T.O. CONCRETE
125' - 6"
D C B A
PREFINISHED,
INSULATED METAL
PANEL ROOF
PREFINISHED,
INSULATED VERTICAL
METAL PANEL
CLADDING
PREFINISHED
GUTTER &
DOWNSPOUT
DOORS, RE: DOOR
SCHEDULE
60213
T.O. ENCL. WALL.
133' - 10"
EAVE
138' - 6"
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
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U O
F R
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LA
M
AT
IO
N U
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D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
S A N
J O
A Q
U
IN
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IV
ER
R
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TO
R A
TI
O N
P R O
JE
C T
G R A V
IT
Y D
IV
IS
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N
B
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A S S F
IS
H
S
TR
U C
TU
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M A
IN
TE
N
A N
C E
B U
IL
D
IN
G
B. BARKEY, R.A.
B. BARKEY, R.A.
B. TRIPP, R.A.
BRUCE BARKEY, R.A.,
LAN NGUYEN, P.E.,
Peer Reviewer - PLANT STRUCTURES
3/4/2024
ARCHITECTURAL
MAINTENANCE BUILDING
ELEVATIONS
214-D-60212
3/16" = 1'-0"1 SOUTH ELEVATION
3/16" = 1'-0"2 WEST ELEVATION
3/16" = 1'-0"3 EAST ELEVATION
3/16" = 1'-0"4 NORTH ELEVATION
SCALE OF FEET
01 5 10 15
Digitally signed by BRUCE
BARKEY
Date: 2024.03.11 16:09:58 -06'00'
Digitally signed by LAN NGUYEN Date: 2024.03.11 16:46:56 -06'00'
T.O. CONCRETE
125' - 6"
3 2 1
60213
60213
60214
B.
O
. S
TR
U C
T.
E
AV
E
'-3
B.
O
. S
TR
U C
T.
R
ID
G E
'-3
DOORS, RE: DOOR
SCHEDULE
100A
100B
EMERGENCY
GENERATOR
ENCLOSURE BEYOND
BARBED WIRE TAPE
MOUNTED TO T.O.
SCREEN WALL
INSULATED METAL
ROOF PANEL OVER
PURLINS
PREFINISHED METAL
GUTTER, TYP.
T.O. ENCL. WALL.
133' - 10"
EAVE
138' - 6"
STORAGE
T.O. CONCRETE
125' - 6"
60213
D C B A
INTERIOR
PARTITION:
GWB OVER
METAL STUDS,
RE: PLAN
INSULATED
METAL WALL
PANEL OVER
GIRTS, TYP.
PREFINISHED
METAL FASCIA
INSULATED
METAL ROOF
PANEL OVER
PURLINS
SLAB ON
GRADE RE:
STRUCT.
EAVE
138' - 6"
STORAGE
CONTROL ROOM
T.O. CONCRETE
125' - 6"
D
60214
INSULATED METAL
WALL PANEL ON
GIRTS RE: STRUCT.
INSULATED METAL
ROOF PANEL OVER
PURLINS RE:
STRUCT.
5/8" IMPACT
RESISTANT GYPSUM
BOARD OVER 7/8"
HAT CHANNEL @
INTERIOR, PAINT,
TYP. @ CONTROL
ROOM AND
RESTROOM WALLS.
EXTEND HAT
CHANNEL AND GYP.
BD. TO BOTTOM OF
ROOF PANEL, TYP.
CONTROL ROOM
EAVE
138' - 6"
T.O. CONCRETE
125' - 6"
GENERATOR
ENCLOSURE
BARBED WIRE TAPE
8" SMOOTH FACE
CMU W/SOLID
COPING
WALL MOUNTED
WIRE ARM, TYP.
60214
T.O. ENCL. WALL.
133' - 10"
T.O. CONCRETE
125' - 6"
60214
INSULATED METAL PANEL
OVER GIRTS, RE: STRUCT.
SLAB ON GRADE
FOUNDATION RE: STRUCT.
STORAGE
GENERATOR
ENCLOSURE
EAVE
138' - 6"
GEN-SET SLAB ON GRADE
FOUNDATION RE: STRUCT.
D
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
S A N
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A Q
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TO
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P R O
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IT
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A S S F
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IN
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A N
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B U
IL
D
IN
G
B. BARKEY, R.A.
B. BARKEY, R.A.
B. TRIPP, R.A.
BRUCE BARKEY, R.A.,
LAN NGUYEN, P.E.,
3/4/2024
ARCHITECTURAL
MAINTENANCE BUILDING
SECTIONS & WALL
SECTIONS
214-D-60213
1/4" = 1'-0"1 BUILDING SECTION 1
1/4" = 1'-0"2 BUILDING SECTION 2
1/2" = 1'-0"5 WALL SECTION 1
1/2" = 1'-0"3 WALL SECTION 2
1/2" = 1'-0"4 WALL SECTION 3
Digitally signed by BRUCE BARKEY Date: 2024.03.11 16:10:52 -06'00'
Digitally signed by LAN NGUYEN Date: 2024.03.11 16:47:48 -06'00'
TYPE A TYPE C
RE: PLAN/DOOR SCHEDULE
7' -2
4'-0" 4'-0"
8' -0
8'-0"
TYPE B
3'-6"
8' -0
TYPE D
3'-10"
2" 3'-6" 2"
8' -0
2"
8' -2
T2
H2
J2
8'-4"
2" 8'-0" 2"
8' -0
2"
8' -2
T2
H2
J2
2" DOOR SCHED.
RE: PLAN/
2"
7' -0
2"
7' -2
T1
H1
J1
RIDGE FLASHING RE:
METAL PANEL MFR.
INSULATED METAL ROOF
PANEL
D
EAVE
138' - 6"
LIGHT GAUGE PURLIN
RE: STRUCT.
INSULATED METAL
ROOF PANEL
INSULATED METAL
WALL PANEL
LIGHT GAUGE EAVE
STRUT RE: PEMB
VENDOR
EAVE
138' - 6"
T1
GYP. BD ON METAL
STUDS, RE: PLANS
FOR WALL TYPE
COLD-FORMED METAL
FRAMING BOX BEAM
HEADER
SEALANT, BOTH SIDES
DOOR AND FRAME AS
SCHEDULED
METAL STUD
ANCHOR,
RE: SPECS
FLOOR FINISH, RE:
FINISH SCHEDULE
DOOR AND
FRAME AS
SCHEDULED
3/ 4"
R
ES
TO
OM
S
AN
D
JA
NI
TO
R
CL
OS
ET
S
3/ 8"
S
IN
GL
E
DO
OR
S
1/ 4"
D
OU
BL
E
DO
OR
S
GYP. BD ON METAL
STUDS, RE: PLANS
FOR WALL TYPE
DOUBLE STUDS, BOTH
SIDES OF FRAME
SEALANT, BOTH SIDES
DOOR AND FRAME AS
SCHEDULED
METAL STUD ANCHOR, RE:
SPECS
DOOR AND FRAME AS
SCHEDULED
SEALANT, BOTH
SIDES
METAL FLASHING
CLOSURE
SYSTEM/TRIM BY
PANEL MFR.
GYP. BD ON LIGHT
GAUGE FRAMING, RE:
PLANS
COLD-FORMED METAL
FRAMING BOX BEAM
HEADER
SEALANT, BOTH SIDES
DOOR AND FRAME AS
SCHEDULED
METAL STUD
ANCHOR,
RE: SPECS
CLOSURE
SYSTEM/TRIM BY
WALL PANEL MFR.
DRIP EDGE
FLASHING
FLOOR FINISH, RE:
FINISH SCHEDULE
DOOR SWEEP
THRESHOLD
DOOR AND
FRAME AS
SCHEDULED
T2
J1 J2
H1 H2
O.H. COILING DOOR
HOUSING, MOUNT PER
MANF REQUIREMENTS
OH DOOR SLAT CURTAIN
3x3x1/4" STEEL ANGLE
CORNER GUARD TO
UNDERSIDE OF OPENING,
WELD TO CHANNEL W/ 2"
FILLET WELDS AT 8" O.C.
STEEL CHANNEL EACH
SIDE OF OPENING.
SECURE TO BRACE BACK
TO STRUCTURE WITH
4x4x1/4" ANGLE KICKER
METAL PANEL RE:
ELEVATION/PLANS
STEEL TUBE GIRT. RE:
STRUCTURAL
SECONDARY FRAMING AS
REQ'D FOR MOTOR
MOUNTING - SEE MFR
REQUIREMENTS
DRIP EDGE
5x3x1/4" STEEL ANGLE CORNER
GUARD TO UNDERSIDE OF
OPENING, WELD TO CHANNEL W/
2" FILLET WELDS AT 8" O.C.
STEEL CHANNEL TO 14'-6" AFF,
EACH SIDE OF OPENING. SECURE
TO TOP OF CMU WITH 6"x6"x1/2" BASE PLATE WITH (2) 3/4" x 4"
EXP ANCHORS
O.H. COILING DOOR
SLATS
DOOR R.O. SIZE
STEEL ANGLE DOOR GUIDE
ASSEMBLY, WELD TO STL CHANNEL
COLUMN PER MANF
RECOMMENDATIONS
107/128"
H3
J3
'-0
10'-0"
FULLY GROUTED CMU WALL
CMU CAP
TAPE ARM
ATTACHED TO CAP
BARBED TAPE
SPOOL
POST-INSTALLED TAPE
ARM ATTACHMENT BY
MANUFACTURER,
CENTER ON CMU WALL
T.O. ENCL. WALL.
133' - 10"
D
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A
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AT
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D
EP
AR
TM
EN
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O F
TH
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IN
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
S A N
J O
A Q
U
IN
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IV
ER
R
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TO
R A
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P R O
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C T
G R A V
IT
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IV
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N
B
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A S S F
IS
H
S
TR
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TU
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M A
IN
TE
N
A N
C E
B U
IL
D
IN
G
B. BARKEY, R.A.
B. BARKEY, R.A.
B. TRIPP, R.A.
BRUCE BARKEY, R.A.,
LAN NGUYEN, P.E.,
Peer Reviewer - PLANT STRUCTURES
3/4/2024
ARCHITECTURAL
DETAILS AND
SCHEDULES
214-D-602141/2" = 1'-0"1 DOOR TYPES1
1/2" = 1'-0"2 DOOR FRAME TYPES
1" = 1'-0"6 RIDGE DETAIL
1" = 1'-0"7 RAKE DETAIL
1" = 1'-0"5 EAVE DETAIL
DOOR SCHEDULE
MARK DOOR TYPE WIDTH HEIGHT THICKNESS
DOOR
MATERIAL
DOOR
FINISH
FRAME
TYPE
FRAME
MATERIAL
FRAME
FINISH
HEAD
DETAIL
JAMB
DETAIL
THRESHOLD
DETAIL
FIRE
RATING COMMENTS
100A Single Swing 3' - 6" 8' - 0" 0' - 1 3/4" HM Primed HM HM H2 J2 T2 N/A HARDWARE GROUP 1 100B Overhead
Door 10' - 0" 10' - 0" 0' - 2" Steel N/A
101 Double Swing
8' - 0" 8' - 0" 0' - 1 3/4" HM Primed HM HM H2 J2 T2 N/A HARDWARE GROUP 2
102 Single Swing 3' - 0" 7' - 0" 0' - 1 3/4" HM Primed HM HM H1 J1 T1 N/A HARDWARE GROUP 3 102A Single Swing 2' - 6" 7' - 0" 0' - 1 3/4" HM Primed HM HM H1 J1 T1 N/A HARDWARE GROUP 4 102D 4' - 0" 7' - 10" 0' - 1 5/8"
Primed
Primed
Primed Primed
1" = 1'-0"3 RAZOR/BARBED WIRE DETAIL
Digitally signed by BRUCE BARKEY Date: 2024.03.11 16:11:39 -06'00'
Digitally signed by LAN NGUYEN Date: 2024.03.11 16:51:42 -06'00'
Digitally signed by SARA PUTNAM Date: 2024.03.07 12:38:45 -07'00'
Digitally signed by LAN NGUYEN Date: 2024.03.07 13:54:01 -07'00'
Date: 2024.03.07 12:45:55 -07'00'
Digitally signed by LAN NGUYEN Date: 2024.03.07 13:54:39 -07'00'
Digitally signed by LAN NGUYEN Date: 2024.03.07 13:55:28 -07'00'
Digitally signed by SARA PUTNAM Date: 2024.03.07 13:46:49 -07'00'
Date: 2024.03.07 13:15:02 -07'00'
Digitally signed by LAN NGUYEN Date: 2024.03.07 13:55:56 -07'00'
Date: 2024.03.07 13:16:47 -07'00'
Digitally signed by LAN NGUYEN Date: 2024.03.07 13:56:13 -07'00'
Date: 2024.03.07 13:18:54 -07'00'
Digitally signed by LAN NGUYEN Date: 2024.03.07 13:56:34 -07'00'
Date: 2024.03.07 13:20:28 -07'00'
Digitally signed by LAN NGUYEN Date: 2024.03.07 13:56:55 -07'00'
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.03.27 10:38:02 -06'00'
Date: 2024.03.25 09:51:11 -06'00'
Date: 2024.03.25 09:57:54 -06'00'
Sheet pile, see (60494)
Compacted backfill, typ.
40'-0"30'-0"4'-0"2'-0"
El. 113.50
El. 124.50
El. 109.50
7'-0"
El. 124.50
El. 109.50
2' -0
"CJ
El. 107.5
Cr.J
76'-0"
4"
1/2" EJ, no waterstop
Dimensioned edge of slab
1'-0"
Varies, see (60495)
Compacted backfill, typ.
11'-0"
Compacted backfill, typ.
El. 109.50
El. 124.50
El. 123.50
9'-3 3/8"
20'-3 1/2"
2'-0"2'-0"7'-0"
1/2" EJ, no waterstop
1/2" EJ
1' -0
El. 107.5
CJ
1/2" EJ
4"
For fish ladder, see (60441)
El. 124.50
Compacted backfill, typ.
7'-0"2'-0"2'-0"
El. 109.50
11'-0"
CJ
2' -0
El. 107.5
4"
For sheet pile, see (60494)
Compacted backfill, typ.
El. 109.50
El. 107.5
7'-0" 2'-0"
25'-0" 2'-0"
CJ
El. 124.50
27'-0"
4"
Dimensioned edge of slab
1'-0"
Varies, see (60495)
D
C
B
D
C
B
A
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W
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TH
IN
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B U
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F R
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LA
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AT
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N U
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D
EP
AR
TM
EN
T
O F
TH
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IN
TE
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
C
EN
TR
A L
V A
LL
EY
P
R O
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C T
S A N
J O
A Q
U
IN
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IV
ER
R
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TO
R A
TI
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P R O
G R A M
A R R O
YO
C
A N
A L
FI
S H
S C R
EE
N
FI
S H
S C R
EE
N
EARL MATTHEWS
KADEN A. MUCKEY
ERIC KANOPKIN
NICHOLAS CLOUGH, P.E,
JASON WAGNER, P.E.,
Peer Reviewer - CIVIL STRUCTURES GROUP
DENVER, CO 2024-03-26
FISH SCREEN CONCRETE
OUTLINE
SECTIONS
214-D-60433
60432 Scale: 1/4" = 1'-0"
D SECTION
60432 Scale: 3/8" = 1'-0"
C SECTION
60432 Scale: 3/8" = 1'-0"
B SECTION
60432 Scale: 3/8" = 1'-0"
A SECTION
2'0 4' 8'
Scale: 1/4" = 1'-0"
0 5' 10'
Scale: 3/16" = 1'-0"
NOTES
1. For concrete outline and reinforcement general notes, see 40-D-60003 and 40-D-60004.
2. For Structural Design Data, Loads, and joint details, see
(60430).
3. For pipe piles, see (60437).
4. For sheet piles, see (60494).
5. For reinforcement, see (60434).
Sheet 3 of 8
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.03.25 10:44:14 -06'00'
Date: 2024.03.25 09:58:58 -06'00'
Date: 2024.03.25 10:01:39 -06'00'
Date: 2024.03.25 10:03:33 -06'00'
Date: 2024.03.25 10:04:59 -06'00'
Date: 2024.03.25 10:03:08 -06'00'
Scale:
FISH LADDER ISOMETRIC
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
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LA
M
AT
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N
U .S
D
EP
AR
TM
EN
T O
F
TH
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IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
C
EN
TR
A
L V
A
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EY
P
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JE
C
T
S A
N J
O A
Q U
IN
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IV
ER
R
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TO
R A
TI
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N P
R O
G R A
M
S A C
K D
A M
B
YP
A S S
FI
S H
L A D
D
ER
ERIC KANOPKIN
ERIC KANOPKIN
EARL MATHEWS
NICHOLAS CLOUGH, P.E.,
JASON WAGNER, P.E,
Peer Reviewer - CIVIL STRUCTURES GROUP
DENVER, CO 2024-03-26
FISH LADDER CONCRETE
OUTLINE
ISOMETRIC VIEW
214-D-60441
NOTES
1. For concrete outline and reinforcement general notes, see 40-D-60003 and 60004.
2. For Structural Design Data, Loads, and joint details, see (60430).
3. For pipe piles, see (60452)
4. For sheet piles, see (60494)
5. For reinforcement, see (60448).
NTS
Sheet 1 of 12
Digitally signed by NICHOLAS
CLOUGH
Date: 2024.03.25 10:15:51 -06'00'
60444
C 60445
B 60444
D 60445
E 60446
4' -6
FLOW
FLOW
Vertical Baffle Weir, TYP.
CL. Low Flow Channel, See
Fish Screen retaining wall, see
Headworks, see
CL. of Stoplogs
1'-6"
1'-6"
Bypass Channel, see
2' -0
El. 108.50
8' -0
2'
-0
8' -0
2'
-0
12'-0", Typ.
R4' - 0"
R4
Half Vertical Baffle Weir, Typ.
10'-0"
3' -0
0"
73'-6"
El. 108.50
El. 113.50
Handrail post not shown for clarity
El. 114.50
El. 124.50
Elevated slab
78'-0" 31'-3 5/8"
135.0°
1/2" EJ
1/2" EJ
9'-9"
135.0°
Elevated slab, Headworks Cr.J
135.0°
F 60446
8'-0"
Trash rack blockout, see (60326)
8'-2"
1'-9" 1'-9"
CL Stoplog guide and grating blockout
9' -8
5' -3
4'-6" 11'-6"16'-0" 1'-10 5/8"16'-8"
60447
El. 124.50
6"
(60454)
Cr.J
G 60447
(60431)
For sheet piles see,(60494)
N 1816601.93 E 6561774.21
N 1816596.26 E 6561795.47
(60467)
2' -0
3'
-0
(60467)
1'-0"4'-0"
4"
Elevated slab135.0°
6" 1/
2" ga p
S la b ed ge t o sl ab e dg e
/2
12'-0"
El. 113.50
60447
1/2" EJ
Survey Monument, see note 6
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
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B U
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EA
U O
F R
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LA
M
AT
IO
N U
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D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
C
EN
TR
A L
V A
LL
EY
P
R O
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C
T
S A N
J O
A Q
U
IN
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IV
ER
R
ES
TO
R A
TI
O N
P R O
G R A M
S A C K D
A M
B
YP
A S S
FI
S H
L A D
D
ER
ERIC KANOPKIN
ERIC KANOPKIN
EARL MATHEWS
NICHOLAS CLOUGH, P.E.,
JASON WAGNER, P.E,
Peer Reviewer - CIVIL STRUCTURES GROUP
NICHOLAS CLOUGH, P.E.,
JASON WAGNER, P.E,
DENVER, CO 2024-03-26
FISH LADDER CONCRETE
OUTLINE
PLAN
214-D-60442
ERIC KANOPKIN
ERIC KANOPKIN
EARL MATHEWS
Peer Reviewer - CIVIL STRUCTURES GROUPNOTES
1. For concrete outline and reinforcement general notes, see 40-D-60003 and 60004.
2. For Structural Design Data, Loads, and joint details, see (60430).
3. For pipe piles, see (60452)
4. For sheet piles, see (60494)
5. For reinforcement, see (60448).
6. Survey Monument to be cast-in-place with elevated slab as directed by COR, see 01 71 20, Surveying.
0 5' 10'
Scale: 3/16"…
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