941002 SRCNC Gravesite Expansion Bid Set - Plans 7 of 8.pdf
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- Cemetery Expansion Improvements Construction Project - Snake River Canyon Natl Cemetery; Proj # 941-002
- Solicitation number
- 36C78625B0038
About this file
These documents are bid documents for the Gravesite Expansion project at the Snake River Canyon National Cemetery in Buhl, Idaho. The project involves constructing a small storage building (Building 101) with approximately 388 square feet of interior space, divided into three rooms: a work area, storage room, and an OI&T (Operations, Information & Technology) closet. The building will have a standing seam metal roof, stone veneer exterior matching an existing restroom building, and will include a gravesite locator kiosk.
The bid documents include comprehensive architectural, structural, and irrigation plans prepared by Four Front Design Inc. and various consultants. The storage building is designed to meet IBC 2024 building codes, with a risk category II classification. Structural details include 8" CMU walls, a concrete slab foundation, pre-engineered wood trusses, and specific design loads (100 PSF floor live load, wind speed of 102 MPH). The irrigation plans detail a complex system using Rainbird equipment, with multiple sprinkler types and zones to support landscaping around the new gravesite expansion area. The project is being managed by the Department of Veterans Affairs Office of Construction and Facilities Management, with bid documents dated 5/16/2025.
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DLW7/30/2025
GRAVESITE EXPANSION
NATIONAL CEMETERY
SNAKE RIVER CANYON Office of
Construction and Facilities
Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
BUHL, IDAHO
of
941-002
4F Project Number: 23.2693.L01
HIGHLANDS RANCH, CO 80129
8822 SOUTH RIDGELINE BLVD, SUITE 301
CALIBRE ENGINEERING, INC.
Department of
Veterans Affairs
HELENA, MT 59601
1275 MAPLE STREET, SUITE F
WWC ENGINEERING
ESTERO, FL 34135
10152 ORCHID RIDGE LANE
B&R GROUP
CORTE MADERA, CA 94925
13 SEMINOLE AVENUE
WIHLBORG DESIGN
MILL VALLEY, CA 94941
225 MILLER AVENUE
RHAA
IRVINE, CA 92618
8851 RESEARCH DRIVE
OCMI, INC.
INDIANAPOLIS, IN 46204
101 S. PENNSYLVANIA STREET
RATIO ARCHITECTS, LLC
PORTLAND, OR 97223
10240 SW NIMBUS AVENUE, SUITE L6
CENTRAL GEOTECHNICAL SERVICES
ENCINITAS, CA 92024
169 SAXONY ROAD, SUITE 214
SCOUT ENVIRONMENTAL, INC.
PH: (605) 342-9470
RAPID CITY, SD 57701
517 7TH STREET
Addendum 1, Reissued for Bid Irrigation layout, zones, and equipment have been revised 7/30/2025_1
FLAG NOTES
CONNECT TO 2 WIRE PATH PER VA INSTRUCTIONS.
EXCAVATE AND EXPOSE EXISTING MAINLINE PIPE, CONNECT TO MAINLINE AND INSTALL VALVE.
FLOWER WATER STATION PAD
CONNECT TO NEW FLOWER WATER STATION PER DETAILS SLEEVE PIPE AND WIRE UNDER THE
SPRINKLERS THAT ARE LOCATED WITHIN THE IRRIGATION AISLES.
USE THE RAINBIRD 5012 ROTOR SPRINKLERS IN THE IN GROUND CREMAIN SECTIONS FOR
THE TURF.
INSTALL POPUP SPRAY SPRINKLERS FOR TREE ROW INDICATED IN THE MULCH AREA AND NOT
CABLE IN SPLICE IN FL 80 VALVE BOX DEVICE PER DETAILS.
NEW PVC MAINLINE USING DUCTILE IRON REPAIR COUPLINGS. INSTALL TWO WIRE DECODER
EXCAVATE AND EXPOSE EXISTING MAINLINE PIPE. CUT AND PATCH EXISTING MAINLINE. CONNECT
RAINBIRD 1402 BUBBLER - 0.50 GPM
Q-0.39 H-0.79 F-1.5810'RADIUS:
RAINBIRD 1812-SAM-PRS with MPR NOZZLES BELOW - DIRTY WATER SCREENS
F-8.43, H-4.23, Q-2.13with #35 MPR NOZZLE - 35' @ 55psi
F-6.39, H-3.30, Q-1.56with #30 MPR NOZZLE - 30' @ 55psi
F-4.25, H-2.21, Q-1.11with #25 MPR NOZZLE - 25' @ 55psi with #5 NOZZLE - 45'@ 55psi P-5.6 GPM (part circle) with #5 NOZZLE - 45'@ 55psi F-5.6 GPM
RAINBIRD 5012+PCSAMR - CREMAIN AREAS ONLY
RAINBIRD 5006+PCSAMRSS - STAINLESS STEEL RISER
NEW FLOWER WATER STATION
NEW REMOTE CONTROL VALVE RAINBIRD PESB-PRS-D
EXISTING QUICK COUPLER VALVE
NEW QUICK COUPLER VALVE
EXISTING ISOLATION VALVE
ISOLATION VALVE
CONNECTION POINT BETWEEN EXISTING MAIN LINE AND NEW MAIN LINE
TWO WIRE PATH DECODER CABLE FUSE DEVICE
GROUNDING ASSEMBLY PER MANUFACTURERS RECOMMENDATIONS
EXISTING CONTROLLER RAINBIRD ESP-LXD (30 OF 125 STATIONS USED)
IRRIGATION PUMP STATION
NEW LATERAL PVC PIPE
EXISTING PVC MAINLINE PIPE
NEW MAINLINE PIPE - CL 200 3-INCH AND LARGER, SCH 40 2.5-INCHES AND SMALLER
NEW SLEEVE
INSTALL IN SCH 40 PVC IN SAME TRENCH AS MAINLINE PIPE
NEW IRRIGATION TWO-WIRE DECODER PATH
G
D
P
LEGEND
RAINBIRD 1402 BUBBLER - 0.50 GPM
Q-0.39 H-0.79 F-1.5810'RADIUS:
RAINBIRD 1812-SAM-PRS with MPR NOZZLES BELOW - DIRTY WATER SCREENS
F-8.43, H-4.23, Q-2.13with #35 MPR NOZZLE - 35' @ 55psi
F-6.39, H-3.30, Q-1.56with #30 MPR NOZZLE - 30' @ 55psi
F-4.25, H-2.21, Q-1.11with #25 MPR NOZZLE - 25' @ 55psi with #5 NOZZLE - 45'@ 55psi P-5.6 GPM (part circle) with #5 NOZZLE - 45'@ 55psi F-5.6 GPM
RAINBIRD 5012+PCSAMR - CREMAIN AREAS ONLY
RAINBIRD 5006+PCSAMRSS - STAINLESS STEEL RISER
NEW FLOWER WATER STATION
NEW REMOTE CONTROL VALVE RAINBIRD PESB-PRS-D
EXISTING QUICK COUPLER VALVE
NEW QUICK COUPLER VALVE
EXISTING ISOLATION VALVE
ISOLATION VALVE
CONNECTION POINT BETWEEN EXISTING MAIN LINE AND NEW MAIN LINE
TWO WIRE PATH DECODER CABLE FUSE DEVICE
GROUNDING ASSEMBLY PER MANUFACTURERS RECOMMENDATIONS
EXISTING CONTROLLER RAINBIRD ESP-LXD (30 OF 125 STATIONS USED)
IRRIGATION PUMP STATION
NEW LATERAL PVC PIPE
EXISTING PVC MAINLINE PIPE
NEW MAINLINE PIPE - CL 200 3-INCH AND LARGER, SCH 40 2.5-INCHES AND SMALLER
NEW SLEEVE
INSTALL IN SCH 40 PVC IN SAME TRENCH AS MAINLINE PIPE
NEW IRRIGATION TWO-WIRE DECODER PATH
5p
D
D
D D
D
S S
ENSURE ENOUGH WATER DURING THE ESTABLISHMENT PERIOD.
2. ADD A 20 GALLON TREE WATERING BAG TO EACH NEW JUNIPER TREE TRUNK TO
DETAIL 2 (34 TOTAL)
1. ADD CONCRETE RINGS TO EXISTING ROTOR SPRINKLERS, SEE SHEET LI502
CONSTRUCTION NOTES:
IRRIGATION PLAN 1
IR-101
0' 20'10' 40' 60'
1" = 20'
ABANDON IN PLACE
CAP EXISTING MAINLINE AND
5 5 5
5p
5p
5p
5p
5p 5p
39.246 1.5
33.6 44 1.5
5p
5p
5p
5p
5p
5p
5p
5p
5p
5p
5p 5p
5p
5p
5p 5p 5p 5p 5p 5p
32.542 1.5
44.8 47 1.5
16.5 45 1"
39.241 1.5
13.643 1"
33.648 1.5
33.6 49 1.5
17.5 53 1.5
21.0 52 1.5
12.0 38 1.5
16.6 36 1.5
14.439 1"
3 3
44.240 1.5
12.2 37 1"
33.6 50
1.5 39.2 51
1.5
REMOVE ISOLATION VALVES
3/4"
3/4"
3/4"
3/4"
3/4"3/4" 3/4"3/4" 3/4" 3/4" 3/4"
3/4"
3/4"3/4"3/4"3/4"
3/4" 3/4"
3/4" 3/4"
1" 1"
1"
1" 1"
1" 1"
1" 1"
1" 1"
1" 1"
1"1"1"1" 1" 1" 1" 1"
1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 "
1/41 " 1/41 "
3/4"
3/4"
3/4"
3/4"
3/4" 3/4"
1"
1"
1" 1"
1"
1"
1/41 " 1/41 "
2"
3/4"
3/4"
3/4"
3/4" 1"
1"
3/4"
3/4"
1"
3/4"
3/4"1"
1"
1/41 "
1/41 "
1/41 "
3/4"
3/4"
1"
1"
1/41 "
1/41 " 1/41 "
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4" 3/4"
3/4"
3/4"
1"
1"
1"
1" 1" 3/4"
1/41 "
1/41 "
1"
1/41 " 1/41 "
3/4" 3/4"1"
1" 1/41 " 1/41 "
3/4"
3/4"
3/4"
3/4" 1"
1"
1/41 "
1/41 "
1/41 "
3/4"
3/4"
3/4"
3/4" 3/4"
3/4"
3/4" 3/4"
3/4"
1"
1"
1/41 "
3/4" 3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1/41 "
3/4"
1"
3/4"
3/4" 3/4"
3/4" 3/4"
1"
3/4"
3/4"
1" 1/41 "
3/4" 3/4"
3/4"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
2"
3"
3"
3"
4"
4"
2"
4" 4"
3"
1"
1" 1"
1" 1"
1" 1"
1" 1"
1"
1"
1/41 " 1/41 " 1/41 "1/41 "1/41 "
1/41 " 1/41 "2"
1"
3/4"
1"
3/4"
1"
1/41 " 2"
3/4"
3/4"
3/4"
1"
1"
1"
1"
1/41 "
1/41 "
1/41 "
1" 1"
1"
1"
1"
3/4"
3/4"
3/4"
3/4"
1"
3/4"
1"
1"
1"
2"
1/41 " brett.hanson Text Box brett.hanson Rectangle brett.hanson Text Box
DLW7/30/2025
GRAVESITE EXPANSION
NATIONAL CEMETERY
SNAKE RIVER CANYON Office of
Construction and Facilities
Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
BUHL, IDAHO
of
941-002
4F Project Number: 23.2693.L01
HIGHLANDS RANCH, CO 80129
8822 SOUTH RIDGELINE BLVD, SUITE 301
CALIBRE ENGINEERING, INC.
Department of
Veterans Affairs
HELENA, MT 59601
1275 MAPLE STREET, SUITE F
WWC ENGINEERING
ESTERO, FL 34135
10152 ORCHID RIDGE LANE
B&R GROUP
CORTE MADERA, CA 94925
13 SEMINOLE AVENUE
WIHLBORG DESIGN
MILL VALLEY, CA 94941
225 MILLER AVENUE
RHAA
IRVINE, CA 92618
8851 RESEARCH DRIVE
OCMI, INC.
INDIANAPOLIS, IN 46204
101 S. PENNSYLVANIA STREET
RATIO ARCHITECTS, LLC
PORTLAND, OR 97223
10240 SW NIMBUS AVENUE, SUITE L6
CENTRAL GEOTECHNICAL SERVICES
ENCINITAS, CA 92024
169 SAXONY ROAD, SUITE 214
SCOUT ENVIRONMENTAL, INC.
PH: (605) 342-9470
RAPID CITY, SD 57701
517 7TH STREET
Addendum 1, Reissued for Bid Irrigation layout, zones, and equipment have been revised 7/30/2025_1
RAINBIRD 1402 BUBBLER - 0.50 GPM
Q-0.39 H-0.79 F-1.5810'RADIUS:
RAINBIRD 1812-SAM-PRS with MPR NOZZLES BELOW - DIRTY WATER SCREENS
F-8.43, H-4.23, Q-2.13with #35 MPR NOZZLE - 35' @ 55psi
F-6.39, H-3.30, Q-1.56with #30 MPR NOZZLE - 30' @ 55psi
F-4.25, H-2.21, Q-1.11with #25 MPR NOZZLE - 25' @ 55psi with #5 NOZZLE - 45'@ 55psi P-5.6 GPM (part circle) with #5 NOZZLE - 45'@ 55psi F-5.6 GPM
RAINBIRD 5012+PCSAMR - CREMAIN AREAS ONLY
RAINBIRD 5006+PCSAMRSS - STAINLESS STEEL RISER
NEW FLOWER WATER STATION
NEW REMOTE CONTROL VALVE RAINBIRD PESB-PRS-D
EXISTING QUICK COUPLER VALVE
NEW QUICK COUPLER VALVE
EXISTING ISOLATION VALVE
ISOLATION VALVE
CONNECTION POINT BETWEEN EXISTING MAIN LINE AND NEW MAIN LINE
TWO WIRE PATH DECODER CABLE FUSE DEVICE
GROUNDING ASSEMBLY PER MANUFACTURERS RECOMMENDATIONS
EXISTING CONTROLLER RAINBIRD ESP-LXD (30 OF 125 STATIONS USED)
IRRIGATION PUMP STATION
NEW LATERAL PVC PIPE
EXISTING PVC MAINLINE PIPE
NEW MAINLINE PIPE - CL 200 3-INCH AND LARGER, SCH 40 2.5-INCHES AND SMALLER
NEW SLEEVE
INSTALL IN SCH 40 PVC IN SAME TRENCH AS MAINLINE PIPE
NEW IRRIGATION TWO-WIRE DECODER PATH
G
D
5p
P
LEGEND
FLAG NOTES
CONNECT TO 2 WIRE PATH PER VA INSTRUCTIONS.
EXCAVATE AND EXPOSE EXISTING MAINLINE PIPE, CONNECT TO MAINLINE AND INSTALL VALVE.
FLOWER WATER STATION PAD
CONNECT TO NEW FLOWER WATER STATION PER DETAILS SLEEVE PIPE AND WIRE UNDER THE
SPRINKLERS THAT ARE LOCATED WITHIN THE IRRIGATION AISLES.
USE THE RAINBIRD 5012 ROTOR SPRINKLERS IN THE IN GROUND CREMAIN SECTIONS FOR
THE TURF.
INSTALL POPUP SPRAY SPRINKLERS FOR TREE ROW INDICATED IN THE MULCH AREA AND NOT
CABLE IN SPLICE IN FL 80 VALVE BOX DEVICE PER DETAILS.
NEW PVC MAINLINE USING DUCTILE IRON REPAIR COUPLINGS. INSTALL TWO WIRE DECODER
EXCAVATE AND EXPOSE EXISTING MAINLINE PIPE. CUT AND PATCH EXISTING MAINLINE. CONNECT
0' 20'10' 40' 60'
1" = 20'
IRRIGATION PLAN 2
M A
T C
H L
IN
E
S E
E S
H E
E T
I R
IR-102
W
E
P
F
E
W
S
S EXISTING PUMP INTAKE STRUCTURE TO BE REMOVED AND REINSTALLED
LIMITS OF EXISTING POND LINER
REMOVED FROM.
THE SAME LOCATION THEY WERE
REINSTALL THE INTAKE COMPONENTS IN
POND RENOVATION IS COMPLETE
DURING POND RENOVATION. AFTER
AND CLEAN, PROTECT INTAKE PIPE
EXISTING PUMP INTAKE STRUCTURE
INCLUDE A SETTLING BASIN. REMOVE
REVISE POND PER CIVIL SHEETS TO
EXISTING PUMP INTAKE PIPE TO BE REMOVED AND REINSTALLED
44.2 32 1.5
44.2 31 1.5
43.8 33 1.5
4.4 35 1"
P
CONTROLLER
IRRIGATION
15.334 1"
ABANDON IN PLACE
CAP EXISTING MAINLINE AND
ABANDON IN PLACE.
CAP EXISTING MAINLINE AND
3/4" 3/4"3/4"
3/4"
3/4" 3/4"
3/4" 3/4"
3/4"
3/4"
3/4"
3/4"
1"
1"
1"
1"
1" 1"
1" 1"
1" 1"
1" 1"
1" 1"
1/41 " 1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
3/4"
3/4"
3/4"
3/4"
3/4"
3/4" 3/4"
1"
3/4"
3/4"
11/2"
11/2"
3"
4"
4"
4"
4"
4"
1" 1"
1"
1"
1" 1"
1/41 " 1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1/41 " 1/41 "
1"
3/4"
3/4"
1" 1"
1" 1"
1"
1"
1"
1" 1"
1"1" 1"
2"
3/4" 3/4"
3/4" brett.hanson Text Box brett.hanson Rectangle brett.hanson
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
OHP OHP OHP OHP
G
D
E
F
B
C
ELM STREET
R O
AD
B
(EXISTING SECT 2
311 IGC)
(EXISTING SECT 1
510 PPC
30 OVERSIZE)
(EXISTING SECT 3
53 PRIVATE VAULTS)
ROAD A
SECTION 6
816 PPC
9 OVERSIZE
TOTAL 825
SECTION 5
763 IGC
SECT 4
194 IGC
1234568
19 91011121314151617182029 2526272830 23 22 2124
40 31323334353637383950 414243444546474960 515253545556575859616263646566676869 48
7289 78
737475767779808182838485868890919293101 949596979899100102103104105113 106107108109110111112114115116117125 118119120121122123124126127128129130131132133134135136
139140141147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205 142143144145146
208209210
277278279
346347348
216217218219220221222223 211212213214215
285286287288289290291292 280281282283284
354355356357358359360361 349350351352353
229230231232233234235236 224225226227228242243244245246247248249 237238239240241255256257258259260261262 250251252253254268269270271272273274 263264265266267
298299300301302303304 293294295296297310311312313314315316317 305306307308309323324325326327328329330 318319320321322336337338339340341342 331332333334335343
367368369370371372373374 362363364365366379380381382383384385386 375376377378387392393394395396397398399 388389390391405406407408409410411 400401402403404412
415416417423424425426427428429430 418419420421422436437438439440441442443 431432433434435449450451452453454455456 444445446447448461462463464465466467468 457458459460469474475476477478479480481 470471472473
484485486492493494495496497498499 487488489490491505506507508509510511512 500501502503504518519520521522523524525 513514515516517530531532533534535536537 526527528529538543544545546547548549550 539540541542
553554555561562563564565566567568 556557558559560574575576577578579580581 569570571572573587588589590591592593594 582583584585586599600601602603604605606 595596597598607612613614615616617618619 608609610611
623 622629630631632633634635636 624625626627628642643644645646647648649 637638639640641655656657658659660661662 650651652653654667668669670671672673674 663664665665675680681682683684685686687 676677678679
690691692693694695696702703704705706707708709 697698699700701715716717718719720721722 710711712713714727728729730731732733734 723724725726735740741742743744745746747 736737738739
750751752758759760761762763764765 753754755756757770771772773774775776777 766767768769778783784785786787788789790 779780781782
795796797798799800801 793794804807808809810811812813814 805806
817818819820821822825
9101112
141516171819
2021222324252627
2829303132333435
3637383940414243
4445464748495051
5253545556575859
6061626364656667
6869707172737475
7677787980818283
8485868788899091
9293949596979899
100101102103104105106107
108109110111112113114115
116117118119120121122123
124125126127128129130131
132133134135136137138139
140141142143144145146147
148149150151152153154155
156157158159160161162163
164165166167168169170171
172173174175176177178179
180181182183184185186187
188189190191192193194
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68
69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117
123 124 125 126 127 128 129 130 131118 119 120 121 122 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171
172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227
228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283
284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339
340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395
396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451
452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503
504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555
556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607
608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659
660 661 662 663 664 665 665A 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711
712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763
A
137138
206207
275276
344345
413414
482483
551552
620621
688689
748749
791792
802803815816
823824
3"3"
3"3"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3" 4"
4"
4"
4"
3"
3"
3"
4"
3" 3"
3"
3"
3" 1.5"
2"
2"
1.25"
1.25"
1.25"
2" 2"
2"
2"
1.5" 1.25"
1.25"
2"
2.5"1.25" 2"
1.25"
2.5"2" 2"
1.25"
1.5"
1.25"
1.25"
2"
2"
2"
1.5"1.25" 1.25"
2"
4"
4"
4"
1.25"
2"
1.25" 1.25"
1.25"
2"
2"
1.5" 1.5"
1.25"1.25"
1.25"
1.25"
2"
1.25"1.5" 1.5" 1.25"
1.25"
1.5"
1.25" 1.25"
2"
1.25"
2"
1.5"
1.5"
3"
2" 2"
2"1.5"1.5"1.25"
2"1.5"1.5"1.25"
2.5"
2" 2" 2" 1.5" 1.5" 1.25" 1.25"
2" 1.5" 1.5" 1.25" 1.25"
2.5" 2"
1.5"
1.25"
1.25"
2" 1.5"
1.25"
1.5"
1.25"
1.25"
1.25"
3"
1.25"
1.25"
Q
Q
Q
Q
.5
.5
.5
.5
.5 .5.5.5
.5
.5
.5
.5 .5
.5
.5
.5
.5
.5
.5 .5
.5 .5
.5.5.5
.5
.5 .5
.5
.5
.5 .5
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5.5
.5
.5
.5
.5.5
.5
.5
.5
.5
.5
.5
.5
Q
G
G
G
D
D1
A7
1"
A6
1"
A15
1.5"
A14
1.5"
A13
1.5"
A12
1"
A18
1.5"
A17
1"
A16
1.5"
A11
2"
A10
2"
A9
1"
A29
2"
A30
1"
A31
1.5"
A8
1"
P
A
A
A
Q .5
.5
.5
.5
.5
.5 .5
.5
Q
Q
Q
A43
1.5"
A5
1"
A4
1"
Q
Q
Q
Q
Q
A
A
A
P
P
P
P
8 8
QG
A24
1.5"
A23
1.5"
A25
2"
- A26
2"
- A27
2"
A28
1"
D
D
.5 .5
DEMOLITION
BOUNDARY
DEMOLITION
BOUNDARY
DEMOLITION
BOUNDARY
D1
DEMOLITION BOUNDARY: REMOVE 3,600 FEET OF INLINE DRIP AND
ASSOCIATED VALVES. DISPOSE OF DRIP EQUIPMENT OFF SITE. DRIP
LINE TO BE REPLACED BY POP UP SPRAY SPRINKLERS.
D1
D1
D1
D1
D2
D2
D2
D2
8 8 8
8 8
8 8 8
8 8
8 8 8
8 8
8 8 8 8 8 8 8 8
888888
8 8 8 8 8
8 8
8 8 8 8
8 8 8
A3
1.5"
D1
CAP TREE BUBBLER ASSEMBLY
USING PCC SHC 40 SOLVENT
WELD CAP
Bid Documents
5/16/2025
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
8A (OR/ ��§����
o n e e iI J tJ in c J o n e
Ho o t o n e
S u C Tt e T in c J o n e
Ho o t tJ Te e e iI J tJ s in c J o n e
Ho o t o n e
J C
NH
in c J o n e
Ho o t tJ Te e
S u C Tt e Ts in c J o n e
Ho o t o n e in c J o n e
Ho o t o n e
C n d o n e
J C
NH
in c J e s o n e
Ho o t tJ Te e in c J e s o n e
Ho o t
E
D
C
B
A
E
D
C
B
A
BUHL, IDAHO
of
941-002
4F Project Number: 23.2693.L01
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD, SUITE
301 HIGHLANDS RANCH, CO 80129
Department of Veterans Affairs
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024 517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470 JDL CCT 83
C er tif ied
Irrigation Designer
46102
JO
HN D. LEONARD
I R R
I G A T I O N A S SOC I AT I O
N
5/16/2025
IR201
0' 20'10' 40' 60'
1" = 20'
IRRIGATION DEMOLITION PLAN 1
LEGEND
A
Q
P
12 12
8 8
G
D
NOTE: ALL SHADED COMPENENTS ARE EXISTING.
F
Q 25 H
F
5 5
DEMOLITION NOTES
DEMOLITION FLAG NOTES
D1
D2
Bid Documents
5/16/2025
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
8A (OR/ ��§����
o n e e iI J tJ in c J o n e
Ho o t o n e
S u C Tt e T in c J o n e
Ho o t tJ Te e e iI J tJ s in c J o n e
Ho o t o n e
J C
NH
in c J o n e
Ho o t tJ Te e
S u C Tt e Ts in c J o n e
Ho o t o n e in c J o n e
Ho o t o n e
C n d o n e
J C
NH
in c J e s o n e
Ho o t tJ Te e in c J e s o n e
Ho o t
E
D
C
B
A
E
D
C
B
A
BUHL, IDAHO
of
941-002
4F Project Number: 23.2693.L01
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD, SUITE
301 HIGHLANDS RANCH, CO 80129
Department of Veterans Affairs
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024 517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470 JDL CCT 83
C er tif ied
Irrigation Designer
46102
JO
HN D. LEONARD
I R R
I G A T I O N A S SOC I AT I O
N
5/16/2025
IR501
IRRIGATION DETAILS 1
1 REMOTE CONTROL VALVE
ASSEMBLY N.T.S. 2 QUICK COUPLING VALVE
ASSEMBLY N.T.S.
A QUICK COUPLING VALVE
B QUICK COUPLER ANCHOR
C SCHEDULE 80 PVC NIPPLE 1-INCH X 10-INCH
D SCHEDULE 40 PVC THREADED COUPLING
E PRE-FABRICATED SWING JOINT 19-INCH LAY LENGTH
F RESTRAINED DI SERVICE TEE w/1-INCH OUTLET
G PVC MAINLINE 30-INCH BURY
H FIBRELYTE VALVE BOX FL08
I WIRE MESH & FILTER FABRIC
J SOLID BRICK OR BLOCK
K GRAVEL SUMP TO TOP OF ANCHOR
NOTES:
1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC
UNDERNEATH VALVE BOX AND ON TOP OF BRICKS
2. INSTALL CONTINUOUS RUN OF BRICKS OR CONCRETE
CAP BLOCKS UNDERNEATH VALVE BOX
3. INSTALL VALVE BOX +/- 3/4-INCHES ABOVE LANDSCAPE
GRADE WHEN INSTALLING SOD
G F
H
I
A
G
J
B
FINISH GRADE SOD
+3/4"
2'-6"
1"
C
E
K
40°
3 ISOLATION GATE VALVE
ASSEMBLY N.T.S. 4 WINTERIZATION VALVE
ASSEMBLY N.T.S.
A DUCTILE IRON GATE VALVE 4-INCH
B RESTRAINED FLANGE ADAPTER
C PVC MAINLINE 30-INCH BURY
D CLASS 160 PVC SLEEVE PIPE
E FIBRELYTE VALVE BOX FL08
F WIRE MESH & FILTER FABRIC
G SOLID BRICK OR BLOCK
NOTES:
1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC
UNDERNEATH VALVE BOX AND ON TOP OF BRICKS
2. INSTALL CONTINUOUS RUN OF BRICKS OR CONCRETE
CAP BLOCKS UNDERNEATH VALVE BOX
3. INSTALL VALVE BOX +/- 3/4-INCHES ABOVE LANDSCAPE
GRADE WHEN INSTALLING SOD
4. REMOVE MATERIAL TO PROVIDE 6-INCHES OF
CLEARANCE AROUND THE ENCLOSURE
5. COMPACT SUBGRADE BEFORE INSTALLING VALVE
F
C
E
D
A
C
G
B B
FINISH GRADE SOD
+3/4"
2'-6"
A PVC MAINLINE 30-INCH BURY
B DI SERVICE TEE w/1.5-INCH OUTLET
C SCHEDULE 80 PVC TOE NIPPLE 1.5-INCH X 8-INCH
D SCHEDULE 80 PVC 90 DEGREE SLIP ELBOW
E SCHEDULE 80 PVC TOE NIPPLE 1.5-INCH X 14-INCH
F BRASS BALL VALVE
G SCHEDULE 80 PVC THREADED UNION
H SCHEDULE 80 PVC NIPPLE 1.5-INCH X 3-INCH
I AUTOMATIC CONTROL VALVE 200-PESB SERIES
J SCHEDULE 40 PVC MALE ADAPTER
K CLASS 200 PVC LATERAL 18-INCH BURY
L FIBRELYTE VALVE BOX EXTENSION FL30-6X
M FIBRELYTE VALVE BOX FL30-18
N SOLENOID CONTROL WIRE
O VALVE ID TAG
P WATERPROOF WIRE CONNECTOR
R ONE-STATION DECODER
S TWO-WIRE CABLE WITH COIL
T PVC CONDUIT FOR TWO-WIRE CABLE (TWO REQUIRED)
U PVC CONDUIT SWEEP ELL (TWO REQUIRED)
V WIRE MESH & FILTER FABRIC
NOTES:
1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC
UNDERNEATH VALVE BOX AND ON TOP OF AGGREGATE
BASE
2. INSTALL VALVE BOX +/- 3/4-INCH ABOVE LANDSCAPE
GRADE WHEN INSTALLING SOD
3. ATTACH ID TAG WITH STATION NUMBER TO SOLENOID
CONTROL WIRE
4. INSTALL TWO PVC CONDUITS FOR TWO-WIRE; ONE FOR
WIRE IN AND ONE FOR WIRE OUT
5. APPLY EXPANDABLE FOAM AT PIPE OPENING
6. REMOVE MATERIAL TO PROVIDE 6-INCHES OF
CLEARANCE AROUND THE ENCLOSURE AND 4-INCHES
IN ADDITIONAL DEPTH ALLOWING FOR BEDDING
7. COMPACT SUBGRADE BEFORE INSTALLING AGGREGATE
BASE
M
FINISH GRADE
T
SOD
V
6" 4" COMPACTED
AGGREGATE BASE
U
4"
A
C
H H L
G K
H G
D E
1'-6"
J
2'-6"
B
3" MINIMUM GRAVEL SUMP
3/4"
A1
O
N
I
R P
S
F
BACK OF CURB
TWO-WIRE CABLE IN PVC SCHEDULE 40 CONDUIT
MAINLINE
FIBERLYTE VALVE BOX FL30-18
AUTOMATIC CONTROL VALVE
LATERAL PIPE 1
LATERAL PIPE 2
NOTES:
1. INSTALL MAINLINE 3-FEET FROM BACK OF CURB ALONG ROADWAYS
2. INSTALL VALVE BOXES 2-FEET APART AND PERPENDICULAR TO EDGE OF CURB
3. 4-INCHES MINIMUM HORIZONTAL SEPRATION BETWEEN PIPES AND WIRING IN A
COMMON TRENCH
36"
12"
12"
12"
12"
24"
29"
4" 4"
5 PIPE LAYOUT
DETAIL N.T.S.
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
8A (OR/ ��§����
o n e e iI J tJ in c J o n e
Ho o t o n e
S u C Tt e T in c J o n e
Ho o t tJ Te e e iI J tJ s in c J o n e
Ho o t o n e
J C
NH
in c J o n e
Ho o t tJ Te e
S u C Tt e Ts in c J o n e
Ho o t o n e in c J o n e
Ho o t o n e
C n d o n e
J C
NH
in c J e s o n e
Ho o t tJ Te e in c J e s o n e
Ho o t
E
D
C
B
A
E
D
C
B
A
BUHL, IDAHO
of
941-002
4F Project Number: 23.2693.L01
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD, SUITE
301 HIGHLANDS RANCH, CO 80129
Department of Veterans Affairs
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024 517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470 JDL CCT 83
C er tif ied
Irrigation Designer
46102
JO
HN D. LEONARD
I R R
I G A T I O N A S SOC I AT I O
N
5/16/2025
IR502
IRRIGATION DETAILS 2
4 WIRE SPLICE
DETAIL N.T.S.
A MAINLINE
B PVC CONDUIT SWEEP ELL (TWO REQUIRED)
C PVC CONDUIT FOR TWO-WIRE CABLE (TWO REQUIRED)
D FIBRELYTE VALVE BOX FL12
E POWER WIRE, TWO-WIRE, OR COMMUNICATION CABLE
WITH MINIMUM 36-INCH COIL
F WATERPROOF WIRE CONNECTOR
G WIRE MESH & FILTER FABRIC
NOTES:
1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC
UNDERNEATH VALVE BOX AND ON TOP OF AGGREGATE
BASE
2. INSTALL VALVE BOX +/- 3/4-INCH ABOVE LANDSCAPE
GRADE WHEN INSTALLING SOD
3. INSTALL TWO PVC CONDUITS FOR TWO-WIRE; ONE FOR
WIRE IN AND ONE FOR WIRE OUT
4. REMOVE MATERIAL TO PROVIDE 6-INCHES OF
CLEARANCE AROUND THE ENCLOSURE AND 4-INCHES IN
ADDITIONAL DEPTH ALLOWING FOR BEDDING
5. COMPACT SUBGRADE BEFORE INSTALLING AGGREGATE
BASE
4" COMPACTED AGGREGATE BASE
G
6"
E
A
4"
B
D
B
C
C C
3" MINIMUM GRAVEL SUMP
FINISH GRADE SOD
3/4"
F
TORO 570Z SERIES 6-INCH POP-UP SPRAY HEAD
1/2-INCH X 6-INCH SCHEDULE 80 PVC NIPPLE
LASCO T5-34-212 1/2-INCH SWING JOINT MIPT X FIPT 12-INCH LAY LENGTH
SCHEDULE 40 PVC TEE OR ELL S X T
PVC LATERAL PIPE
NOTES:
1. INSTALL LATERAL WITH A MINIMUM EIGHTEEN (18) INCHES OF COVER
2. ALIGN RISER PERPENDICULAR WITH GRADE
3. COMPACT SOIL AROUND SPRINKLER HEAD
4. INSTALL SWING JOINT LAY ARM AT AN ANGLE BETWEEN 30 AND 45 DEGREES
R/33 SHRUB SPRAY ASSEMBLY
A
B
E
A
D
C
E
FINISH GRADE MULCH
3"
D
C
B
E
1'-6"
37°
CHRISTY SPRINKLER BLOCK - TYPE A
RAIN BIRD 5000 SERIES 6-INCH POP-UP ROTOR
LASCO T7-32-212 3/4-INCH SWING JOINT MIPT X MIPT 12-INCH LAY LENGTH
SCHEDULE 40 PVC TEE OR ELL S X T
PVC LATERAL PIPE
NOTES:
1. INSTALL LATERAL WITH A MINIMUM EIGHTEEN (18) INCHES OF COVER
2. INSTALL SPRINKLER HEAD BETWEEN 1/4-INCH AND 1/2-INCH BELOW TOP OF SPRINKLER BLOCK (COLLAR)
3. INSTALL SPRINKLER BLOCK 3/4-INCH ABOVE LANDSCAPE GRADE WHEN INSTALLING SOD
4. INSTALL SPRINKLER BLOCK ON TOP OF GRAVEL BASE
5. ALIGN SPRINKLER HEAD PERPENDICULAR WITH GRADE
6. COMPACT SOIL AROUND SPRINKLER HEAD
7. INSTALL SWING JOINT LAY ARM AT AN ANGLE BETWEEN 30 AND 45 DEGREES
U/45 B 5006 ROTOR ASSEMBLY (PART CIRCLE)
A
B
C
D
B
E
1'-6"
C
D
E
37°
A
EDGE OF
CURB/LANDSCAPE
FINISH GRADE SOD 7"
2" GRAVEL BASE
NOTES:
1. INSTALL LATERAL WITH A MINIMUM EIGHTEEN (18) INCHES OF COVER
2. INSTALL SPRINKLER HEAD BETWEEN 1/4-INCH AND 1/2-INCH BELOW TOP OF SPRINKLER BLOCK (COLLAR)
3. INSTALL SPRINKLER BLOCK 3/4-INCH ABOVE LANDSCAPE GRADE WHEN INSTALLING SOD
4. INSTALL SPRINKLER BLOCK ON TOP OF 2-INCH GRAVEL BASE
5. ALIGN SPRINKLER HEAD PERPENDICULAR WITH GRADE
6. COMPACT SOIL AROUND SPRINKLER HEAD
7. INSTALL SWING JOINT LAY ARM AT AN ANGLE BETWEEN 30 AND 45 DEGREES
U/60 B 5012 ROTOR ASSEMBLY (FULL CIRCLE)
B
F
2'
D
E
FINISH GRADE SOD
A
F
2" GRAVEL BASE
CHRISTY SPRINKLER BLOCK - TYPE A
RAIN BIRD 5012 SERIES 12-INCH POP-UP
ROTOR
3/4-INCH X 2-INCH SCHEDULE 80 PVC
NIPPLE
LASCO T7-34-208 3/4-INCH SWING JOINT
MIPT X MIPT 8-INCH LAY LENGTH
SCHEDULE 40 PVC TEE OR ELL S X T
PVC LATERAL PIPE
A
B
C
C
D
E
F
1 POP-UP SPRAY SPRINKLER
ASSEMBLY N.T.S. 2 POP-UP ROTOR SPRINKLER
ASSEMBLY N.T.S. 3 POP-UP ROTOR SPRINKLER
ALONG CURB ASSEMBLY N.T.S.
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
8A (OR/ ��§����
o n e e iI J tJ in c J o n e
Ho o t o n e
S u C Tt e T in c J o n e
Ho o t tJ Te e e iI J tJ s in c J o n e
Ho o t o n e
J C
NH
in c J o n e
Ho o t tJ Te e
S u C Tt e Ts in c J o n e
Ho o t o n e in c J o n e
Ho o t o n e
C n d o n e
J C
NH
in c J e s o n e
Ho o t tJ Te e in c J e s o n e
Ho o t
E
D
C
B
A
E
D
C
B
A
BUHL, IDAHO
of
941-002
4F Project Number: 23.2693.L01
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD, SUITE
301 HIGHLANDS RANCH, CO 80129
Department of Veterans Affairs
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024 517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470 JDL CCT 83
C er tif ied
Irrigation Designer
46102
JO
HN D. LEONARD
I R R
I G A T I O N A S SOC I AT I O
N
5/16/2025
IR503
IRRIGATION DETAILS 3
1 TWO WIRE PATH GROUNDING
LAYOUT N.T.S.
90°
2 FUSED DECODER CABLE SPLICE
LAYOUT N.T.S.
UNDISTURBED SOIL
THRUST BLOCK
WIRE
X Y
2 THRUST BLOCK
DETAIL N.T.S.
# POUND OR NUMBER
& AND
@ AT
AB ANCHOR BOLT
ACI AMERICAN CONCRETE INSTITUTE
ACT ACOUSTIC CEILING TILE
AD AREA DRAIN
AFF ABOVE FINISH FLOOR
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AISI AMERICAN IRON AND STEEL INSTITUTE
ALUM ALUMINUM
ANOD ANODIZED
ASD ALTERNATE STRESS DESIGN
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
BD BOARD
BLK BLOCK
BM BEAM
B.O. BOTTOM OF
BOT BOTTOM
BRG BEARING
BRKT BRACKET
BSMT BASEMENT
BLDG BUILDING
BYND BEYOND
CAB CABINET
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CLG CEILING
CLR CLEAR
COL COLUMN
CONC CONCRETE
CONST JT CONSTRUCTION JOINT
CONT CONTINUOUS
CPT CARPET TILE
CRSI CONCRETE REINFORCING STEEL INSTITUTE
DBL DOUBLE
DEMO DEMOLISH OR DEMOLITION
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DIR DIRECTION
DN DOWN
DR DOOR
DWG DRAWING
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR OR ELEVATION
EQ EQUAL
ES EACH SIDE
EXIST EXISTING
FD FLOOR DRAIN OR FIRE DEPARTMENT
FIN FINISH
FIXT FIXTURE
FLR FLOOR
F.O. FACE OF
FT FOOT OR FEET
GA GAUGE
GR GRADE
GYP GYPSUM
HDR HEADER
HEF HORIZONTAL EACH FACE
HI HIGH
HM HOLLOW METAL
HOR HORIZONTAL
HP HIGH POINT
HR HOUR
HT HEIGHT
HVAC HEATING, VENTILATING, AND AIR
CONDITIONING
ICBO INTERNATIONAL CONFERENCE OF BUILDING
OFFICIALS
ID INSIDE DIAMETER
ILO IN LIEU OF
IN INCH
INCL INCLUDE
INSUL INSULATED OR INSULATION
INT INTERIOR
JT JOINT
K KIP (1000 POUNDS)
LP LOW POINT
LVL LEVEL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURED
MIN MINIMUM
MTL METAL
NF NEAR FACE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OPPOSITE HAND
OPNG OPENING
OZ OUNCE
ABBREVIATIONS
P PAINT
PL PLATE
PLUMB PLUMBING
PLY PLYWOOD
PNL PANEL
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PT POINT
PR PAIR
PROP PROPERTY
R RADIUS
RBR RUBBER
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RE RIGHT END
REF REFERENCE
REQD REQUIRED
RET RETURN
RM ROOM
R.O. ROUGH OPENING
SDI STEEL DECK INSTITUTE
SECT SECTION
SHT SHEET
SIM SIMILAR
SOG SLAB ON GRADE
SPEC SPECIFIED OR SPECIFICATION
SPK SPRINKLER OR SPEAKER
SQ SQUARE
SSTL STAINLESS STEEL
STC SOUND TRANSMISSION CLASS
STD STANDARD
STIFF STIFFENER
STL STEEL
STRUCT STRUCTURE OR STRUCTURAL
SUP SUPPORT
SYM SYMMETRICAL
T&B TOP AND BOTTOM
TBD TO BE DETERMINED
TEMP TEMPERATURE
THK THICK OR THICKNESS
THRD THREADED
T.O. TOP OF
T.O.C TOP OF CONCRETE
T.O.F TOP OF FRAMING
T.O.S TOP OF STEEL/STUD
T.O.W TOP OF WALL
TYP TYPICAL
U/S UNDERSIDE
UNO UNLESS NOTED OTHERWISE
US UNDERSIDE
VB VAPOR BARRIER
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
WD WOOD
WDW WINDOW
WSF WELDED SHEET FLOORING
Room name
1t
VIEW NAME
1/8" = 1'-0"1 DRAWING TITLE
SCALE
BUILDING SECTION
DIRECTION OF SIGHT
DRAWING NUMBER
SHEET NUMBER
WALL SECTION
DETAIL CUT
A101
DETAIL CALLOUT
A101
A101
A101
A101
DIRECTION OF SIGHT
DRAWING NUMBER
SHEET NUMBER
DRAWING NUMBER
SHEET NUMBER
DRAWING NUMBER
SHEET NUMBER
INTERIOR ELEVATION
DRAWING NUMBER
DIRECTION OF SIGHT
SHEET NUMBER
ROOM TAG
ROOM NAME
ROOM NUMBER
KEYNOTE TAG
5-04 KEYNOTE DESIGNATION
1 DOOR TAG
DOOR NUMBER
PARTITION TAG
WALL DESIGNATION
WINDOW TAG
WINDOW DESIGNATION
ELEVATION MARKER
HEIGHT
NORTH ARROW
TRUE NORTH
PLAN NORTH
ARCHITECTURAL SYMBOLS
M3A
STEEL/METAL STUD
WOOD (ROUGH) BLOCKING OR SHIM
CONCRETE
PLAN AND SECTION
WOOD (ROUGH)
GYPSUM BOARD
CEILING
CONCRETE
ELEVATION
CENTER LINE
LINE SYMBOLS
GRID LINE
PROPERTY LINE
CUT LINE
BATT INSULATION
WOOD SUBSTRATE
MATERIAL LEGEND
DEMO LINE
DEMOLISH ACT CEILING SYSTEM
FLUSH SEAMSOFFITE SYSTEM
LEGEND NOTES
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE
PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE
EXTENT APPLICABLE.
2. ADDITIONAL LEGENDS AND/OR OTHER LEGENDS MAY APPEAR IN THIS
SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF
SYMBOLS SHOWN ON THIS SHEET.
N.C.A. SYMBOLS
FIRE RESISTIVE RATED LINE, 1 HOUR
FIRE RESISTIVE RATED LINE, 2 HOUR
FIRE RESISTIVE RATED LINE, 3 HOUR
FIRE RESISTIVE RATED LINE, 4 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 3 HOUR
FIRE-RATED, SMOKE BARRIER LINE, 4 HOUR
V V ITEM - VA SUPPLIED AND INSTALLED
VC ITEM - VA SUPPLIED AND CONTRACTOR INSTALLED
CC ITEM - CONTRACTOR SUPPLIED AND INSTALLED
A
COLUMN GRID
DIMENSION LINE
NORTH ARROW
CL CENTER LINE
N
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of
Veterans Affairsof4F Project Number: 23.2693.L01
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD,
SUITE 301
HIGHLANDS RANCH, CO 80129
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
/8
/2
:3
:2
P M
Bid Documents
5/16/2025
STORAGE BUILDING 101 -
ABBREVIATIONS, SYMBOLS, LEGENDS
AND GENERAL NOTES
A-001
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
JEJL
BUHL, IDAHO
941-002
ARCHITECTURE GENERAL NOTES:
1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.
2. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS AND NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.
3. NO WORK SHALL BE COVERED OR CONCEALED UNTIL IT HAS BEEN INSPECTED, TESTED, AND/OR APPROVED
BY THE AUTHORITIES HAVING JURISDICTION.
4. DO NOT PAINT OVER CODE REQUIRED LABELS SUCH AS THOSE LOCATED ON RATED DOORS AND FRAMES.
63 83
PROVIDED CLEAR DOOR/STAIR WIDTH (INCHES)
PROVIDED OCCUPANT LOAD CAPACITY (NO. OF PEOPLE)
MAX OCCUPANT LOAD CAPACITY (NO. OF PEOPLE)
EXIT DOOR TAG
FE FIRE EXTINGUISHER, BRACKET MOUNTED
LINE TYPES FOR MEANS OF EGRESS:
TD #
TRAVEL DISTANCE
COMMON PATH
CP #
EXIT DISCHARGE
1-HOUR FIRE SMOKE BARRIER
LIFE SAFETY SYMBOLS:
WALL RATING LEGEND:
STORAGE
OI&T CLOSET
102 WORK
10058 SF
OCC. = 1 114 SF
OCC. = 1
216 SF
OCC. = 1
T D
CP 29' - 8"
F E
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL
NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED
DIMENSIONS FROM THE ARCHITECT.
2. SEE SHEET A-001 FOR GENERAL NOTES.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of
Veterans Affairsof4F Project Number: 23.2693.L01
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD,
SUITE 301
HIGHLANDS RANCH, CO 80129
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
/8
/2
:3
:2
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Bid Documents
5/16/2025
STORAGE BUILDING 101 - LIFE SAFETY
PLAN
A-002
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
LBJL
BUHL, IDAHO
941-002
GENERAL NOTES:
SHEET SPECIFIC NOTES:
1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL
LIGHTING DRAWINGS (E SERIES SHEETS).
1/2" = 1'-0"
LIFE SAFETY PLAN
64 83
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL
NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED
DIMENSIONS FROM THE ARCHITECT.
2. SEE SHEET A-001 FOR GENERAL NOTES.
216 SF
STORAGE
58 SF
OI&T CLOSET
114 SF
WORK
1'
1'
/4
8'
1/ 4"
22' - 4"
2'
2'
20' - 0"
A-200
A-2002
A-200 4
A-200
5' - 6" 3' - 6" 4' - 4" R.O. 2' - 2" 2' - 8" R.O. 4' - 2"
A-300
A-300
A-100
10" 20' - 8" 10"
10-02
10-05
3' - 4"
26-53
M3A
M3A
E1
E1
E1
E1
10-06
10-06
A-600
A-300
A-300
A
B
C
0 A
A-300
07-42
08-31
26-50
07-77
05-12
05-13
STORAGE
OI&T CLOSET
WORK
A-300
A-300
110' - 0" 110' - 0"
110' - 0"
A
B
C
3' - 6" 3' - 6"
E Q
E Q
EQ EQ
4'
/1
6"
5' - 4" 5' - 4"
1' - 6" 9' - 3"
2'
/2
1'
B.O.S.
B.O.S. B.O.S.
A-600
SHEET METAL FLASHING
SHEET METAL
FLASHING
2X8 WOOD BLOCKING BUILD UP
SURROUND ANCHORED TO CMU
WALL
B
12" MAX.
SEALANT, BOTH SIDES
2X8 WOOD
BLOCKING BUILD UP
E1
20" MAX.
11 1/4"
1' - 5"
NOTE:
DESIGN INTENDS TO MEET THE JANUARY
2027 NCA KIOSK UPGRADE: GRAPHICAL
USER INTERFACE CONTRACT
DELIVERABLES CURRENT STATE AND
PROPOSED FUTURE STATE GUIDELINES.
WEEP HOLE
.0
.0
8 1/2" 11 1/2" MAX.
M A
X . 33
M
A X
M A
X
M A
X
REFLECTED CEILING
PLAN LEGEND:
GYPSUM BOARD CEILING
WITH 7/8" HAT CHANNEL
SUPPORT.
2'-0"X4'-0" LIGHT, SEE
ELECTRICAL
1'-0"X4'-0" LIGHT, SEE
ELECTRICAL
PREFINISHED METAL
SOFFIT PANEL
5/8" TYPE 'X' GYPSUM BOARD
3 5/8" METAL STUDS AT 16" O.C.
SOUND ATTENUATION BATT INSULATION
5/8" TYPE 'X' GYPSUM BOARD
7/
8"
M3A
STC = 47
E1
STONE VENEER TO MATCH EXISTING RESTROOM
1" AIR SPACE
1 1/2" RIGID INSULATION
FLUID APPLIED MEMBRANE AIR/MOISTURE BARRIER
7 5/8" CMU, SEE STRUCTURAL
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of
Veterans Affairsof4F Project Number: 23.2693.L01
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD,
SUITE 301
HIGHLANDS RANCH, CO 80129
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
/8
/2
:3
:2
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Bid Documents
5/16/2025
STORAGE BUILDING 101 - FLOOR PLAN,
REFLECTED CEILING PLAN, AND
DETAILS
A-100
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
LB, JEJL
BUHL, IDAHO
941-002
GENERAL NOTES:
1/4" = 1'-0"
FLOOR PLAN
1/4" = 1'-0"
REFLECTED CEILING PLAN
KEYNOTES:
05-12 4x4 STEEL TUBE COLUMN, SEE STRUCTURAL DRAWINGS.
05-13 4x4 STEEL TUBE TRUSS, SEE STRUCTURAL DRAWINGS.
07-42 PREFINISHED METAL, VENTED SOFFIT PANELS, TYPICAL.
07-77 PREFINISHED METAL DOWNSPOUT.
08-31 ACCESS PANEL.
10-02 GRAVESITE LOCATOR KIOSK.
10-05 EXTERIOR SIGNAGE, SEE SHEET A6.00.
10-06 INTERIOR SIGNAGE, SEE SHEET A6.00.
26-50 INTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.
26-53 IT EQUIPMENT, SEE ELECTRICAL DRAWINGS.
1 1/2" = 1'-0"
KIOSK SECTION
SHEET SPECIFIC NOTES:
1. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY
UNLESS NOTED OTHERWISE. AT PARTITION WALLS, DIMENSIONS
ARE TO ONE SIDE OF WALL.
2. OPENINGS ARE DIMENSIONED TO FRAME WIDTH. CONTRACTOR
TO COORDINATE ROUGH OPENING DIMENSIONS, AS REQUIRED.
3. SEE DETAILS FOR WALL TYPE INDICATIONS AND DIMENSIONS.
4. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS
PARTS OF THE CONSTRUCTION DOCUMENT SHALL BE BROUGHT
TO THE ATTENTION OF THE C.O.R. BEFORE PROCEEDING WITH
THE WORK.
5. ALL SIGNAGE TO BE NEW.
6. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS
AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL
ADJACENT TO THE LATCH SIDE OF THE DOOR.
7. SIGNAGE TO BE MOUNTED AT 60" A.F.F. TO THE VERTICAL CENTER
OF THE SIGN, 2" FROM THE DOOR FRAME.
8. SIGNAGE TO BE MOUNTED WITH MANUFACTURER RECOMMENDED
FASTENERS.
9. WINDOW TREATMENTS TO BE MOUNTED, INTERIOR MOUNT WITH
MANUFACTURER RECOMMENDED HARDWARE, AND FASCIA.
BLINDS TO BE CORDLESS.
10. FINISH FLOOR (100' - 0") COORDINATE WITH CIVIL DRAWINGS FOR
GRADE HEIGHT OF FINISH FLOOR.
1 1/2" = 1'-0"
WALL TYPES
65 83
DIMENSIONS FROM THE ARCHITECT.
2. SEE SHEET A-001 FOR GENERAL NOTES.
A-300
4'
4'
2'
TYP
07-45
A-300
A-300
A
B
C
4" / 12" 4" / 12"
27-01
07-40
07-41
07-45
07-40
07-41
07-60
3' - 0"
A-600
VENTED RIDGE CAP
A
IR
PLYWOOD SHEATHING
(REFERENCE STRUCTRUAL)
STANDING SEAM
METAL ROOF
PRE-ENGINEERED WOOD ROOF TRUSS
(REFERENCE STRUCTURAL)
PREFINISHED METAL J
CHANNEL CLOSURE, EACH END
2X8 FASCIA BOARD
PREFINISHED METAL GUTTER
PREFINISHED METAL DRIP EDGE
ROOF SYSTEM:
STANDING SEAM METAL ROOF
ROOF UNDERLAYMENT, SEE SPECIFICATIONS
5/8" PLYWOOD SHEATHING, SEE STRUCTURAL
RAFTER VENT
PRE-ENGINEERED WOOD TRUSS, SEE STRUCTURAL
R-38 BATT INSULATION
TOP PLATE WITH ANCHOR BOLTS, SEE
STRUCTURAL
2X STUD BETWEEN ROOF TRUSSES
ALL AROUND PERIMETER
PREFINISHED METAL FASCIA WRAP
PREFINISHED FLUSH SEAM
METAL SOFFIT BOND BEAM, SEE STRUCTURAL
CEILING SYSTEM:
7/8" HAT CHANNEL
5/8" GYPSUM BOARD
EAVE VENT
T.O. MASONRY WALL
110' - 0"
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of
Veterans Affairsof4F Project Number: 23.2693.L01
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD,
SUITE 301
HIGHLANDS RANCH, CO 80129
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
/8
/2
:3
:2
P M
Bid Documents
5/16/2025
STORAGE BUILDING 101 - ROOF PLAN
& DETAILS
A-130
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
LB, JEJL
BUHL, IDAHO
941-002
GENERAL NOTES:
KEYNOTES:
07-40 STANDING SEAM METAL ROOFING, MATCH EXISTING.
07-41 PREFINISHED METAL GUTTER. COLOR - MATCH ROOF.
07-45 PREFINISHED METAL FASCIA, TYP.
07-60 PREFINISHED METAL PARAPET RIDGE CAP.
27-01 WIFI ANTENNA AND WEATHERHEAD CONDUIT, SEE
ELECTRICAL DRAWINGS.
SHEET SPECIFIC NOTES:
1. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS
FOR ROOF PENETRATIONS.
1/4" = 1'-0"
ROOF PLAN
1 1/2" = 1'-0"3
RIDGE CAP DETAIL
1 1/2" = 1'-0"
TYP SOFFIT DETAIL
66 83
GROUND FLOOR
100' - 0"
A-300
A B C
07-60
07-40
07-41
05-12
04-41
03-34
03-30
27-01
07-44
GROUND FLOOR
100' - 0"
A-300
05-12
07-41
07-40
07-60
ABC
03-30
04-41
07-44
03-34
GROUND FLOOR
100' - 0"
A-300
A-300
07-60
07-43
04-41
07-41
07-44
03-30
27-01
A-600
GROUND FLOOR
100' - 0"
07-60
07-43
04-41
07-41
05-14
10-02
07-61
03-30
A-300
A-300
A
27-01
07-44
3' - 0"
2'
A-100
03-34
A-600
1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL
NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED
DIMENSIONS FROM THE ARCHITECT.
2. SEE SHEET A-001 FOR GENERAL NOTES.
Office of Construction and Facilities Management
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEER:CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
Department of
Veterans Affairsof4F Project Number: 23.2693.L01
RHAA
225 MILLER AVENUE
MILL VALLEY, CA 94941
AQUA ENGINEERING, INC.
300 BOARDWALK DRIVE, UNIT 4B
FORT COLLINS, CO 80525-3093
OCMI, INC.
8851 RESEARCH DRIVE
IRVINE, CA 92618
B&R GROUP
10152 ORCHID RIDGE LANE
ESTERO, FL 34135
RATIO ARCHITECTS, LLC
101 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
WWC ENGINEERING
1275 MAPLE STREET, SUITE F
HELENA, MT 59601
CENTRAL GEOTECHNICAL SERVICES
10240 SW NIMBUS AVENUE, SUITE L6
PORTLAND, OR 97223
CALIBRE ENGINEERING, INC.
8822 SOUTH RIDGELINE BLVD,
SUITE 301
HIGHLANDS RANCH, CO 80129
SCOUT ENVIRONMENTAL, INC.
169 SAXONY ROAD, SUITE 214
ENCINITAS, CA 92024
517 7TH STREET
RAPID CITY, SD 57701
PH: (605) 342-9470
/8
/2
:3
:2
P M
Bid Documents
5/16/2025
STORAGE BUILDING 101 - EXTERIOR
ELEVATIONS
A-200
SNAKE RIVER CANYON
NATIONAL CEMETERY
GRAVESITE EXPANSION
LBJL
BUHL, IDAHO
941-002
1/4" = 1'-0"
WEST ELEVATION
1/4" = 1'-0"
EAST ELEVATION
1/4" = 1'-0"
SOUTH ELEVATION
1/4" = 1'-0"
NORTH ELEVATION
GENERAL NOTES:
KEYNOTES:
03-30 CAST IN PLACE FOUNDATION WALL, SEE STRUCTURAL
DRAWINGS.
03-34 CAST IN PLACE SIDEWALK, SEE CIVIL DRAWINGS.
04-41 STONE VENEER - TO MATCH EXISTING RESTROOM BUILDING
VENEER, SEE SPEC SECTION 09 06 00.
05-12 4x4 STEEL TUBE COLUMN, SEE STRUCTURAL DRAWINGS.
05-14 STRUCTURAL STEEL FRAMING, SEE STRUCTURAL DRAWINGS.
07-40 STANDING SEAM METAL ROOFING, MATCH EXISTING.
07-41 PREFINISHED METAL GUTTER. COLOR - MATCH ROOF.
07-43 PREFINISHED METAL FASCIA TRIM.
07-44 PREFINISHED METAL DOWNSPOUT. COLOR - MATCH ROOF
COLOR.
07-60 PREFINISHED METAL PARAPET RIDGE CAP.
07-61 PREFINISHED METAL FLASHING.
10-02 GRAVESITE LOCATOR KIOSK.
27-01 WIFI ANTENNA AND WEATHERHEAD CONDUIT, SEE
ELECTRICAL DRAWINGS.
67 83
DIMENSIONS FROM THE ARCHITECT.
2. SEE SHEET A-001 FOR GENERAL NOTES.
GROUND FLOOR
100' - 0"
T.O. CMU Wall 110' - 0"
A-130
A-130
ROOF SYSTEM:
STANDING SEAM METAL ROOF
ROOF UNDERLAYMENT, SEE SPECIFICATIONS
5/8" PLYWOOD SHEATHING, SEE STRUCTURAL
RAFTER VENT
PRE-ENGINEERED WOOD TRUSS, SEE STRUCTURAL
R-38 BATT INSULATION
6 MIL POLY VAPOR BARRIER
WALL SYSTEM:
8" CMU
2" RIGID INSULATION
SHEET WATERPROOFING
DRAINAGE CAVITY
STONE VENEER TO MATCH EXISTING
RESTROOM BUILDING VENEER
SEE SPEC SECTION 09 06 00
CEILING SYSTEM:
7/8" HAT CHANNEL
5/8" GYPSUM BOARD
4" / 1 2" 4" / 12"
STORAGE
FOUNDATION SYSTEM:
CONCRETE FOUNDATION WALL, SEE
STRUCTURAL
2" RIGID INSULATION AT PERIMETER
CONCRETE FOOTING,
SEE STRUCTURAL
FLOOR SYSTEM:
FLOOR FINISH, SEE ROOM FINISH SCHEDULE
CONCRETE SLAB, SEE STRUCTURAL
2" RIGID INSULATION 4'-0" UNDER SLAB AT
PERIMETER
20 MIL VAPOR BARRIER
A-300
GROUND FLOOR
100' - 0"
STONE VENEER
MORTAR NET
THROUGH WALL FLASHING
WEEP HOLE
RUBBERIZED
STOP AT BASE
CONCRETE SLAB,
SEE STRUCTURAL
E1
FLUID APPLIED MEMBRANE AIR /
MOISTURE BARRIER
GRADE, SEE CIVIL
DRAWINGS
ISOLATION JOINT
GROUND FLOOR
100' - 0"
T.O. FOOTING
97' - 0"
T.O. CMU Wall 110' - 0"
AB
SEALANT
ALUMINUM WINDOW
SHEET METAL FLASHING
1/4"X4"X6" STEEL SHELF ANGLE
MORTAR NET
SOLID SURFACE
WINDOW STOOL
CONCRETE WALK,
SEE CIVIL DRAWINGS
M A
X
WEEPS
WEEPS
MWP CLOSURE TRIM
SELF ADHERED MEMBRANE FLASHING
WRAP AROUND WINDOW ROUGH
OPENING
FLUID APPLIED MEMBRANE
AIR/MOISTURE BARRIER
1 1/2" RIGID INSULATION
STONE VENEER
A-600
A-600
FOUNDATION, SEE
STRUCTURAL
GROUND FLOOR
100' - 0"
T.O. CMU Wall 110' - 0"
ABC
STORAGE
WORK
ROOF SYSTEM:
STANDING SEAM METAL ROOF
ROOF UNDERLAYMENT, SEE SPECIFICATIONS
5/8" PLYWOOD SHEATHING, SEE STRUCTURAL
RAFTER VENT
PRE-ENGINEERED WOOD TRUSS, SEE STRUCTURAL
R-38 BATT INSULATION
6 MIL POLY VAPOR BARRIER
WALL SYSTEM:
8" CMU
2" RIGID INSULATION
AIR BARRIER
STONE VENEER TO MATCH EXISTING
RESTROOM BUILDING VENEER
SEE SPEC SECTION 09 06 00
CEILING SYSTEM:
7/8" HAT CHANNEL
5/8" GYPSUM BOARD
FOUNDATION SYSTEM:
CONCRETE FOUNDATION WALL, SEE
STRUCTURAL
2" RIGID INSULATION AT PERIMETER
CONCRETE FOOTING,
SEE STRUCTURAL
FLOOR SYSTEM:
FLOOR FINISH, SEE ROOM FINISH SCHEDULE
CONCRETE SLAB, SEE STRUCTURAL
2" RIGID INSULATION 4'-0" UNDER SLAB AT
PERIMETER
20 MIL VAPOR BARRIER
STRUCTURAL STEEL TRUSS, SEE
STRUCTURAL SYSTEM
STEEL COLUMN, SEE
STRUCTURAL
A-300
CONCRETE WALK,
SEE CIVIL DRAWINGS
GROUND FLOOR
100' - 0"
T.O. FOOTING
97' - 0"
T.O. CMU Wall 110' - 0"
SEALENT WEEPS
FLUID APPLIED MEMBRANE
AIR/MOISTURE BARRIER
1 1/2" RIGID INSULATION
STONE VENEER
1' - 11"
BEVELED SOLID 2X
OR LVL BLOCKING
A-130
A-300
FOUNDATION, SEE
STRUCTURAL
Office of Construction and Facilities Management
Proj…
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