W912HV-22-R-0003-am0003 Revised DRAWINGS.pdf
PDF 34 MB Posted
- Attached to
- PA00109 DoDEA Replace Kinnick High School, Commander Fleet Activities (CFA), Yokosuka, Japan
- Solicitation number
- W912HV-22-R-0003
About this file
This document provides details for a federal contract solicitation for construction services. The U.S. Army Corps of Engineers Engineering District Japan is seeking a contractor to construct a new four-story high school building and associated athletic facilities on Commander Fleet Activities land in Yokosuka, Japan. The high school building will be approximately 14,700 square meters and include classrooms, labs, administrative offices, and other educational facilities. Associated site work will include athletic fields, courts, parking, and infrastructure. The contract is a firm-fixed-price and will utilize lowest price technically acceptable procedures. The period of performance is 47 months. Only local Japanese sources authorized and licensed for this type of construction in Japan are eligible to bid. The submission deadline for questions is listed along with instructions for registering for amendments and submitting proposals electronically.
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Japan District
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IDENTIFICATION
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C CIVIL (CONT)
SCHEDULE OF DRAWINGS
385 XF-730-46-0016 A-001 GENERAL NOTES, ABBREVIATIONS
386 XF-730-46-0016 AD101 ARCHITECTURAL SITE DEMOLITION PLANS
387 XF-730-46-0016 AD102 BLDG 1396 - AS-BUILT PLANS, SECTION
388 XF-730-46-0016 AD103 BLDG 1396 - AS-BUILT ELEVATIONS, SECTIONS
389 XF-730-46-0016 AD104 BLDG 1396 - AS-BUILT WALL SECTION, DETAILS
390 XF-730-46-0016 AD105 BLDG 1396 - AS-BUILT DETAIL PLANS, ELEVATIONS
391 XF-730-46-0016 AD106 BLDG 1396 - AS-BUILT FOUNDATION PLANS DETAILS
392 XF-730-46-0016 AD107 BLDG 1396 - AS-BUILT STEEL WORK DETAILS
393 XF-730-46-0016 AD108 BLDG 3382 - AS-BUILT 1ST FLOOR PLAN
394 XF-730-46-0016 AD109 BLDG 3382 - AS-BUILT 1ST FLOOR PLAN
395 XF-730-46-0016 AD110 BLDG 3382 - AS-BUILT 2ND FLOOR PLAN
396 XF-730-46-0016 AD112 BLDG 3382 - AS-BUILT 2ND FLOOR PLAN
397 XF-730-46-0016 AD113 BLDG 3382 - AS-BUILT FINISH SCHEDULE, ELEVATIONS
398 XF-730-46-0016 AD114 BLDG 3382 - AS-BUILT FINISH PLANS, SECTION
399 XF-730-46-0016 AD115 BLDG 3382 - AS-BUILT 1ST FLOOR MECHANICAL PLAN
400 XF-730-46-0016 AD116 BLDG 3382 - AS-BUILT 2ND FLOOR MECHANICAL PLAN
401 XF-730-46-0016 AD117 BLDG 3382 - AS-BUILT A/C DETAILS
402 XF-730-46-0016 AD118 BLDG 3382 - AS-BUILT 1ST FLOOR ELECTRICAL PLAN
403 XF-730-46-0016 AD119 BLDG 3382 - AS-BUILT 2ND FLOOR ELECTRICAL PLAN
404 XF-730-46-0016 AD120 BLDG 3382 - AS-BUILT 1ST FLOOR A/C SYSTEM PLAN
405 XF-730-46-0016 AD121 BLDG 3382 - AS-BUILT 2ND FLOOR A/C SYSTEM PLAN
406 XF-730-46-0016 AD122 BLDG 4375 - AS-BUILT PLANS, SECTIONS, ELEVATIONS
407 XF-730-46-0016 AD123 BLDG 4375 - AS-BUILT DETAIL PLAN, SECTIONS, ELEVATIONS
408 XF-730-46-0016 AD124 BLDG 4375 - AS-BUILT FOUNDATION PLANS, DETAILS
409 XF-730-46-0016 AD125 BLDG 4375 - AS-BUILT STRUCTURAL ELEVATION
410 XF-730-46-0016 AS101 OVERALL ARCHITECTURAL SITE PLAN
411 XF-730-46-0016 AS102 ARCHITECTURAL SITE PLAN - BRIGGS BAY IMPROVEMENTS
412 XF-730-46-0016 AS103 ARCHITECTURAL SITE PLAN - NEW HIGH SCHOOL
413 XF-730-46-0016 AS104 GATES
414 XF-730-46-0016 AS105 PRESS BOX AND SCOREBOARD
XF-730-46-0016 AS106 PRESSBOX MISCELLANEOUS DETAILS
(VOLUME 1 CONT)
A ARCHITECTURAL
348 XF-730-46-0016 S-615 CONCRETE BEAM AND GIRDER SCHEDULE
349 XF-730-46-0016 S-616 CONCRETE BEAM AND GIRDER SCHEDULE
350 XF-730-46-0016 S-617 CONCRETE BEAM AND GIRDER SCHEDULE
351 XF-730-46-0016 S-618 CONCRETE BEAM AND GIRDER SCHEDULE
352 XF-730-46-0016 S-619 CONCRETE BEAM AND GIRDER SCHEDULE
353 XF-730-46-0016 S-620 CONCRETE BEAM AND GIRDER SCHEDULE
354 XF-730-46-0016 S-621 CONCRETE BEAM AND GIRDER SCHEDULE
355 XF-730-46-0016 S-622 CONCRETE BEAM AND GIRDER SCHEDULE
356 XF-730-46-0016 S-623 CONCRETE BEAM AND GIRDER SCHEDULE
357 XF-730-46-0016 S-624 CONCRETE BEAM AND GIRDER SCHEDULE
358 XF-730-46-0016 S-625 CONCRETE BEAM AND GIRDER SCHEDULE
359 XF-730-46-0016 S-626 CONCRETE BEAM AND GIRDER SCHEDULE
360 XF-730-46-0016 S-627 CONCRETE BEAM AND GIRDER SCHEDULE
361 XF-730-46-0016 S-628 CONCRETE BEAM AND GIRDER SCHEDULE
362 XF-730-46-0016 S-629 CONCRETE BEAM AND GIRDER SCHEDULE
363 XF-730-46-0016 S-630 CONCRETE BEAM AND GIRDER SCHEDULE
364 XF-730-46-0016 S-631 CONCRETE BEAM AND GIRDER SCHEDULE
365 XF-730-46-0016 S-632 CONCRETE BEAM AND GIRDER SCHEDULE
366 XF-730-46-0016 S-633 CONCRETE BEAM AND GIRDER SCHEDULE
367 XF-730-46-0016 S-634 CONCRETE BEAM AND GIRDER SCHEDULE
368 XF-730-46-0016 S-635 CONCRETE BEAM AND GIRDER SCHEDULE
369 XF-730-46-0016 S-636 CONCRETE BEAM AND GIRDER SCHEDULE
370 XF-730-46-0016 S-637 CONCRETE BEAM AND GIRDER SCHEDULE
371 XF-730-46-0016 S-638 CONCRETE BEAM AND GIRDER SCHEDULE
372 XF-730-46-0016 S-639 CONCRETE BEAM AND GIRDER SCHEDULE
373 XF-730-46-0016 S-640 CONCRETE BEAM AND GIRDER SCHEDULE
374 XF-730-46-0016 S-641 CONCRETE BEAM AND GIRDER SCHEDULE
375 XF-730-46-0016 S-642 CONCRETE BEAM AND GIRDER SCHEDULE
376 XF-730-46-0016 S-643 CONCRETE BEAM AND GIRDER SCHEDULE
377 XF-730-46-0016 S-644 CONCRETE BEAM AND GIRDER SCHEDULE
378 XF-730-46-0016 S-645 CONCRETE BEAM AND GIRDER SCHEDULE
379 XF-730-46-0016 S-646 CONCRETE BEAM AND GIRDER SCHEDULE
380 XF-730-46-0016 S-647 CONCRETE BEAM AND GIRDER SCHEDULE
381 XF-730-46-0016 S-648 CONCRETE BEAM AND GIRDER SCHEDULE
382 XF-730-46-0016 S-649 CONCRETE BEAM AND GIRDER SCHEDULE
383 XF-730-46-0016 S-650 CENTRAL PLANT - CONCRETE BEAM AND GIRDER SCHEDULE
384 XF-730-46-0016 S-651 FIELD HOUSE - CONCRETE BEAM AND GIRDER SCHEDULE
258 XF-730-46-0016 1S-164 PARTIAL ROOF FRAMING PLAN - AREA 4
259 XF-730-46-0016 1S-165 PARTIAL ROOF FRAMING PLAN - AREA 5
260 XF-730-46-0016 1S-175 HIGH ROOF FRAMING PLAN - AREA 5
261 XF-730-46-0016 1S-201 WALL ELEVATIONS
262 XF-730-46-0016 1S-202 WALL ELEVATIONS
263 XF-730-46-0016 1S-203 WALL ELEVATIONS
264 XF-730-46-0016 1S-204 WALL ELEVATIONS
265 XF-730-46-0016 1S-205 WALL ELEVATIONS
266 XF-730-46-0016 1S-206 WALL ELEVATIONS
267 XF-730-46-0016 1S-207 WALL ELEVATIONS
268 XF-730-46-0016 1S-208 WALL ELEVATIONS
269 XF-730-46-0016 1S-301 BUILDING SECTIONS
270 XF-730-46-0016 1S-302 BUILDING SECTIONS
271 XF-730-46-0016 1S-401 ENLARGED FRAMING PLANS
272 XF-730-46-0016 1S-402 ENLARGED FRAMING PLANS
273 XF-730-46-0016 1S-403 ENLARGED FRAMING PLANS
274 XF-730-46-0016 1S-404 ENLARGED FRAMING PLANS
275 XF-730-46-0016 1S-501 FOUNDATION SECTIONS AND DETAILS
276 XF-730-46-0016 1S-502 FOUNDATION SECTIONS AND DETAILS
277 XF-730-46-0016 1S-503 FOUNDATION SECTIONS AND DETAILS
278 XF-730-46-0016 1S-504 FOUNDATION SECTIONS AND DETAILS
279 XF-730-46-0016 1S-505 FOUNDATION SECTIONS AND DETAILS
280 XF-730-46-0016 1S-506 FOUNDATION SECTIONS AND DETAILS
281 XF-730-46-0016 1S-507 FOUNDATION SECTIONS AND DETAILS
282 XF-730-46-0016 1S-508 FOUNDATION SECTIONS AND DETAILS
283 XF-730-46-0016 1S-509 FOUNDATION SECTIONS AND DETAILS
284 XF-730-46-0016 1S-510 FOUNDATION SECTIONS AND DETAILS
285 XF-730-46-0016 1S-511 SECTIONS AND DETAILS
286 XF-730-46-0016 1S-512 SECTIONS AND DETAILS
288 XF-730-46-0016 1S-514 SECTIONS AND DETAILS
287 XF-730-46-0016 1S-513 SECTIONS AND DETAILS
289 XF-730-46-0016 1S-515 SECTIONS AND DETAILS
290 XF-730-46-0016 1S-516 SECTIONS AND DETAILS
291 XF-730-46-0016 1S-517 SECTIONS AND DETAILS
292 XF-730-46-0016 1S-521 SECTIONS AND DETAILS
293 XF-730-46-0016 1S-522 SECTIONS AND DETAILS
294 XF-730-46-0016 1S-523 SECTIONS AND DETAILS
295 XF-730-46-0016 1S-524 SECTIONS AND DETAILS
296 XF-730-46-0016 1S-531 SECTIONS AND DETAILS
297 XF-730-46-0016 1S-532 SECTIONS AND DETAILS
298 XF-730-46-0016 1S-541 SECTIONS AND DETAILS
299 XF-730-46-0016 1S-542 SECTIONS AND DETAILS
300 XF-730-46-0016 1S-543 SECTIONS AND DETAILS
301 XF-730-46-0016 1S-544 SECTIONS AND DETAILS
302 XF-730-46-0016 1S-551 SECTIONS AND DETAILS
303 XF-730-46-0016 1S-552 SECTIONS AND DETAILS
304 XF-730-46-0016 1S-553 SECTIONS AND DETAILS
305 XF-730-46-0016 1S-554 SECTIONS AND DETAILS
306 XF-730-46-0016 1S-555 SECTIONS AND DETAILS
307 XF-730-46-0016 1S-556 SECTIONS AND DETAILS
308 XF-730-46-0016 1S-557 SECTIONS AND DETAILS
309 XF-730-46-0016 1S-558 SECTIONS AND DETAILS
310 XF-730-46-0016 1S-559 SECTIONS AND DETAILS
311 XF-730-46-0016 1S-561 SECTIONS AND DETAILS
312 XF-730-46-0016 1S-562 SECTIONS AND DETAILS
313 XF-730-46-0016 1S-563 SECTIONS AND DETAILS
314 XF-730-46-0016 1S-564 SECTIONS AND DETAILS
315 XF-730-46-0016 1S-565 SECTIONS AND DETAILS
316 XF-730-46-0016 1S-566 SECTIONS AND DETAILS
317 XF-730-46-0016 1S-571 SECTIONS AND DETAILS
318 XF-730-46-0016 2S-101 CENTRAL PLANT - FOUNDATION PLAN AND ROOF FRAMING PLAN
319 XF-730-46-0016 2S-201 CENTRAL PLANT - STRUCTURAL ELEVATIONS
320 XF-730-46-0016 2S-301 CENTRAL PLANT - BUILDING SECTIONS
321 XF-730-46-0016 2S-501 CENTRAL PLANT - FOUNDATION SECTIONS AND DETAILS
322 XF-730-46-0016 2S-502 CENTRAL PLANT - SECTIONS AND DETAILS
323 XF-730-46-0016 2S-503 CENTRAL PLANT - ENCLOSURE SECTIONS AND DETAILS
324 XF-730-46-0016 3S-101 BID OPTION NEW FIELD HOUSE - FOUNDATION PLAN AND ROOF FRAMING PLAN
325 XF-730-46-0016 3S-201 FIELD HOUSE - STRUCTURAL ELEVATIONS
326 XF-730-46-0016 3S-301 FIELD HOUSE - BUILDING SECTIONS
327 XF-730-46-0016 3S-501 FIELD HOUSE - SECTIONS AND DETAILS
328 XF-730-46-0016 3S-502 FIELD HOUSE - SECTIONS AND DETAILS
329 XF-730-46-0016 3S-503 LIGHT POLE FOUNDATIONS - SECTIONS AND DETAILS
330 XF-730-46-0016 4S-101 DUGOUT - FOUNDATION PLAN, ROOF FRAMING PLAN, AND STRUCTURAL
ELEVATIONS
331 XF-730-46-0016 4S-501 DUGOUT - SECTIONS AND DETAILS
332 XF-730-46-0016 5S-101 STORAGE STRUCTURE - FOUNDATION PLAN, ROOF FRAMING PLAN, AND
STRUCTURAL ELEVATIONS
333 XF-730-46-0016 5S-501 STORAGE STRUCTURE - SECTIONS AND DETAILS
334 XF-730-46-0016 S-601 TYPICAL DETAILS - PHC PILES
335 XF-730-46-0016 S-602 TYPICAL DETAILS - CONCRETE PILE CAPS
336 XF-730-46-0016 S-603 TYPICAL DETAILS - CONCRETE PILE CAPS
337 XF-730-46-0016 S-604 TYPICAL DETAILS - GRADE BEAMS
338 XF-730-46-0016 S-605 TYPICAL DETAILS - FOUNDATION SLAB
339 XF-730-46-0016 S-606 TYPICAL DETAILS - CONCRETE COLUMNS
340 XF-730-46-0016 S-607 TYPICAL DETAILS - CONCRETE COLUMNS
341 XF-730-46-0016 S-608 TYPICAL DETAILS - CONCRETE WALLS
342 XF-730-46-0016 S-609 TYPICAL DETAILS - CONCRETE SLAB
343 XF-730-46-0016 S-610 TYPICAL DETAILS - STRUCTURAL STEEL
344 XF-730-46-0016 S-611 TYPICAL DETAILS - METAL DECK
345 XF-730-46-0016 S-612 TYPICAL DETAILS - CONCRETE BEAMS
346 XF-730-46-0016 S-613 CONCRETE BEAM AND GIRDER SCHEDULE
347 XF-730-46-0016 S-614 CONCRETE BEAM AND GIRDER SCHEDULE
214 XF-730-46-0016 S-001 GENERAL NOTES
215 XF-730-46-0016 S-002 GENERAL NOTES
216 XF-730-46-0016 S-003 LOADING PLAN - FIRST FLOOR
217 XF-730-46-0016 S-004 LOADING PLAN - SECOND FLOOR
218 XF-730-46-0016 S-005 LOADING PLAN - THIRD FLOOR
219 XF-730-46-0016 S-006 LOADING PLAN - FOURTH FLOOR
220 XF-730-46-0016 S-007 LOADING PLAN - ROOF AND HIGH ROOF
221 XF-730-46-0016 S-008 LOADING PLAN - CENTRAL PLANT, FIELD HOUSE, DUGOUT, AND STORAGE
STRUCTURE
222 XF-730-46-0016 S-009 LOADING DIAGRAMS - COMPONENTS AND CLADDING
223 XF-730-46-0016 1S-101 OVERALL FOUNDATION PLAN
224 XF-730-46-0016 1S-102 OVERALL FIRST FLOOR FRAMING PLAN
225 XF-730-46-0016 1S-103 OVERALL SECOND FLOOR AND LOW ROOF FRAMING PLAN
226 XF-730-46-0016 1S-104 OVERALL THIRD FLOOR AND LOW ROOF FRAMING PLAN
227 XF-730-46-0016 1S-105 OVERALL FOURTH FLOOR AND LOW ROOF FRAMING PLAN
228 XF-730-46-0016 1S-106 OVERALL ROOF FRAMING PLAN
229 XF-730-46-0016 1S-107 OVERALL HIGH ROOF FRAMING PLAN
230 XF-730-46-0016 1S-111 PARTIAL FOUNDATION PLAN - AREA 1
231 XF-730-46-0016 1S-112 PARTIAL FOUNDATION PLAN - AREA 2
232 XF-730-46-0016 1S-113 PARTIAL FOUNDATION PLAN - AREA 3
233 XF-730-46-0016 1S-114 PARTIAL FOUNDATION PLAN - AREA 4
234 XF-730-46-0016 1S-115 PARTIAL FOUNDATION PLAN - AREA 5
235 XF-730-46-0016 1S-116 PARTIAL FOUNDATION PLAN - AREA 6
236 XF-730-46-0016 1S-121 PARTIAL FIRST FLOOR FRAMING PLAN - AREA 1
237 XF-730-46-0016 1S-122 PARTIAL FIRST FLOOR FRAMING PLAN - AREA 2
238 XF-730-46-0016 1S-123 PARTIAL FIRST FLOOR FRAMING PLAN - AREA 3
239 XF-730-46-0016 1S-124 PARTIAL FIRST FLOOR FRAMING PLAN - AREA 4
240 XF-730-46-0016 1S-125 PARTIAL FIRST FLOOR FRAMING PLAN - AREA 5
241 XF-730-46-0016 1S-126 PARTIAL FIRST FLOOR FRAMING PLAN - AREA 6
242 XF-730-46-0016 1S-131 PARTIAL SECOND FLOOR FRAMING PLAN - AREA 1
243 XF-730-46-0016 1S-132 PARTIAL SECOND FLOOR FRAMING PLAN - AREA 2
244 XF-730-46-0016 1S-133 PARTIAL SECOND FLOOR FRAMING PLAN - AREA 3
245 XF-730-46-0016 1S-134 PARTIAL SECOND FLOOR FRAMING PLAN - AREA 4
246 XF-730-46-0016 1S-135 PARTIAL SECOND FLOOR FRAMING PLAN - AREA 5
247 XF-730-46-0016 1S-136 PARTIAL SECOND FLOOR FRAMING PLAN - AREA 6
248 XF-730-46-0016 1S-141 PARTIAL THIRD FLOOR FRAMING PLAN - AREA 1
249 XF-730-46-0016 1S-142 PARTIAL THIRD FLOOR FRAMING PLAN - AREA 2
250 XF-730-46-0016 1S-143 PARTIAL THIRD FLOOR FRAMING PLAN - AREA 3
251 XF-730-46-0016 1S-144 PARTIAL THIRD FLOOR FRAMING PLAN - AREA 4
252 XF-730-46-0016 1S-145 PARTIAL THIRD FLOOR FRAMING PLAN - AREA 5
253 XF-730-46-0016 1S-146 PARTIAL THIRD FLOOR FRAMING PLAN - AREA 6
254 XF-730-46-0016 1S-151 PARTIAL FOURTH FLOOR FRAMING PLAN - AREA 1
255 XF-730-46-0016 1S-154 PARTIAL FOURTH FLOOR FRAMING PLAN - AREA 4
256 XF-730-46-0016 1S-155 PARTIAL FOURTH FLOOR FRAMING PLAN - AREA 5
257 XF-730-46-0016 1S-156 PARTIAL FOURTH FLOOR FRAMING PLAN - AREA 6
(VOLUME 2)
415 XF-730-46-0016 1A-101 OVERALL FIRST FLOOR PLAN
416 XF-730-46-0016 1A-102 OVERALL SECOND FLOOR PLAN
417 XF-730-46-0016 1A-103 OVERALL THIRD FLOOR PLAN
418 XF-730-46-0016 1A-104 OVERALL FOURTH FLOOR PLAN
419 XF-730-46-0016 1A-105 ROOF PLAN
420 XF-730-46-0016 1A-106 FIRST FLOOR REFLECTED CEILING PLAN
421 XF-730-46-0016 1A-107 SECOND FLOOR REFLECTED CEILING PLAN
422 XF-730-46-0016 1A-108 THIRD FLOOR REFLECTED CEILING PLAN
423 XF-730-46-0016 1A-109 FOURTH FLOOR REFLECTED CEILING PLAN
424 XF-730-46-0016 1A-110 PARTIAL FIRST FLOOR PLAN
425 XF-730-46-0016 1A-111 PARTIAL FIRST FLOOR PLAN
426 XF-730-46-0016 1A-112 PARTIAL FIRST FLOOR PLAN
427 XF-730-46-0016 1A-113 PARTIAL FIRST FLOOR PLAN
428 XF-730-46-0016 1A-114 PARTIAL FIRST FLOOR PLAN
429 XF-730-46-0016 1A-115 PARTIAL FIRST FLOOR PLAN
430 XF-730-46-0016 1A-116 PARTIAL SECOND FLOOR PLAN
431 XF-730-46-0016 1A-117 PARTIAL SECOND FLOOR PLAN
432 XF-730-46-0016 1A-118 PARTIAL SECOND FLOOR PLAN
433 XF-730-46-0016 1A-119 PARTIAL SECOND FLOOR PLAN
434 XF-730-46-0016 1A-120 PARTIAL SECOND FLOOR PLAN
435 XF-730-46-0016 1A-121 PARTIAL SECOND FLOOR PLAN
S STRUCTURAL (CONT)
172 XF-730-46-0016 2CR415 TENNIS COURT PLAN, GRADE ELEVATIONS, SECTIONS & DETAILS
173 XF-730-46-0016 2CR416 DISCUS THROW AND SHOT PUT PLAN, SECTIONS & DETAILS
174 XF-730-46-0016 2C-501 DRAINAGE DETAILS-1
175 XF-730-46-0016 2C-502 DRAINAGE DETAILS-2
176 XF-730-46-0016 2C-503 DRAINAGE DETAILS-3
177 XF-730-46-0016 2C-504 WATER DETAILS-1
178 XF-730-46-0016 2C-505 WATER DETAILS-2
179 XF-730-46-0016 2C-506 SEWER DETAILS
180 XF-730-46-0016 2C-507 PAVEMENT DETAILS-1
181 XF-730-46-0016 2C-508 PAVEMENT DETAILS-2
182 XF-730-46-0016 2C-509 RETAINING WALL DETAILS - 1
183 XF-730-46-0016 2C-510 RETAINING WALL DETAILS - 2
184 XF-730-46-0016 2C-511 RETAINING WALL DETAILS - 3
185 XF-730-46-0016 2C-512 RETAINING WALL DETAILS - 4
186 XF-730-46-0016 2C-513 RETAINING WALL DETAILS - 5
187 XF-730-46-0016 2C-514 STAIR DETAILS
188 XF-730-46-0016 2C-515 ADA RAMP DETAILS
189 XF-730-46-0016 2C-516 FENCE & GATE DETAILS, H=3000 (BASKETBALL & TENNIS COURTS)
190 XF-730-46-0016 2C-517 BACKSTOP FENCE DETAILS, H=5000 (SOFTBALL & BASEBALL FIELDS)
191 XF-730-46-0016 2C-518 OUTFIELD FENCE & GATE DETAILS (H=5000)
192 XF-730-46-0016 2C-519 OUTFIELD FENCE & GATE DETAILS (H=1200)
193 XF-730-46-0016 2C-520 SECURITY FENCE & GATE DETAILS (H=3000)
194 XF-730-46-0016 2C-521 BARRIER FENCE & GATES DETAILS (H=1800)
195 XF-730-46-0016 2C-522 DROP-ARM BARRIER DETAILS
196 XF-730-46-0016 2C-523 SCOREBOARD DETAILS
197 XF-730-46-0016 2C-524 PRACTICE WALL DETAILS
198 XF-730-46-0016 2C-525 BLEACHER WITH PRESS BOX DETAIL
199 XF-730-46-0016 2C-526 BLEACHER DETAILS
200 XF-730-46-0016 2C-527 MISCELLANEOUS DETAILS
201 XF-730-46-0016 3CD101 REMOVAL PLAN
202 XF-730-46-0016 3C-100 EROSION CONTROL PLAN
203 XF-730-46-0016 3C-101 SITE PLAN
L LANDSCAPE
204 XF-730-46-0016 L-101 OVERALL LANDSCAPE SITE PLAN
205 XF-730-46-0016 L-102 LANDSCAPE PLANTING PLAN - BRIGGS BAY IMPROVEMENTS
206 XF-730-46-0016 L-103 LANDSCAPE PLANTING PLAN - NEW HIGH SCHOOL
207 XF-730-46-0016 L-201 LANDSCAPE PLANT LIST AND NOTES
208 XF-730-46-0016 L-202 LANDSCAPE PLANTING DETAILS
209 XF-730-46-0016 LI-101 OVERALL LANDSCAPE IRRIGATION PLAN - BRIGGS BAY IMPROVEMENTS
210 XF-730-46-0016 LI-102 LANDSCAPE IRRIGATION PLAN - FOOTBALL/SOCCER FIELD
211 XF-730-46-0016 LI-103 LANDSCAPE IRRIGATION PLAN - SOFTBALL FIELD
212 XF-730-46-0016 LI-104 LANDSCAPE IRRIGATION PLAN - BASEBALL FIELD
213 XF-730-46-0016 LI-201 LANDSCAPE IRRIGATION LEGEND, NOTES AND DETAILS
S STRUCTURAL
S STRUCTURAL (CONT)
BID OPTION: NEW
FIELD HOUSE
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NEW HIGH SCHOOL
PROJECT SITE
BRIGGS BAY
IMPROVE-
MENTS
PROJECT SITE
BLDG 3382
DEMOLITION
PROJECT SITE
MAIN GATE
EXISTING KINNICK
HIGH SCHOOL
CAMPUS
TOKYO BAY
YOKOSUKA HWY (ROUTE 16)
PASS &
ID OFFICE
KIN
G
ST
HOW
ARD S
T
RICKERT DRIVE
FO
U
R T
H A
V E
TH
IR
D
AVE
L STREET
TUNNEL 1
TUNNEL 2
TUNNEL 3
JED YOKOSUKA
RESIDENT OFFICE(YRO)
BLDG 4328, 3RD FLOOR
CONTRACTOR'S
HAUL ROUTE (2-WAY)
PROJECT SITES
LEGENDWOMBLE GATE
(CONTRACTOR'S GATE)
N
IM
IT
Z
B L
V D
NIM
ITZ BLVD
INSTALLATION
ASIGNED
CONSTRUCTION
LAYDOWN AREA
PORTION OF FIRST AVE
PROHIBITED TO
CONTRACTOR
PORTION OF
FIRST AVE
PROHIBITED
TO
CONTRACTOR
FUTURE
BY-PASS
ROAD
A ST
F
IR
S T
A V
E
F ST
OPTIONAL ROUTE TO ALLEVIATE
WEAR-AND-TEAR ON PRIMARY ROADS
OPTION ROUTE TO
ALLEVIATE WEAR-AND-
TEAR ON MAIN ROADS
DUNCAN ST
BERTH 18 (BARGE OPTION POINT
OF DELIVERY AND EMBARKATION
OF MATERIAL DELIVERY)
TRUMAN BAY
DRY DOCK NO. 6
DUNCAN ST
SEE DRY DOCK NO. 6 DETAIL
SITE PLAN ON THIS SHEET
H O
W A
R D
S T
R E
E T
1 2 3 4 5
D
C
B
A
US Army Corps of Engineers
Japan District
SHEET
IDENTIFICATION
C O
M M
A N
D E
R F
L E
E T
A C
T
IV
IT
IE
S Y
O K
O S
U K
A
C F
A Y
J
A P
A N
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
J A
P A
N
C O
R P
S O
F E
N G
IN
E
E R
A P
O A
P
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G R
O U
P
I N
T E
R N
A T
IO
N
A L
IN
C
S
K
IN
G
S T
R E
E T
S
U
IT
E
H O
N O
L U
L U
H
I
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
S
IZ
E
F
IL
E N
A M
E
D R
A W
IN
G
C O
D E
P
L O
T D
A T
E
C K
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
S U
B M
IT
T
A L
D A
T E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
SIGNED
G R
O U
P
I
N T
E R
N A
T
IO
N A
L
IS
O
A
W
H V
-1
-D -0
X F
-7
-4
-0
G
G
G
2/
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:1
2:
A M
GC103
R E
P L A
C E
K
IN
N
IC
K H
IG
H
S C
H O
O L
F Y
P R
O J E
C T
N O
P
A
H A
U L R
O U
T E
P L A
N A
N D
C O
N T
R A
C T
O R
H A
U L
IN
G N
O T
E S
J U
L Y
P A
-B
N E
W
G C
G C
1 : 5000 A2
HAUL ROUTE PLAN
CONTRACTOR SERVICING OF THE PROJECT AND DELIVERY AND HAULING
OF CONSTRUCTION MATERIALS, EQUIPMENT, AND WASTE DURING
CONSTRUCTION SHALL BE AS INDICATED HERE AND AS SHOWN ON THE
HAUL ROUTE PLAN ON THIS SHEET.
CONTRACTOR ACCESS TO AND EGRESS FROM THE HIGH SCHOOL
PROJECT SITE AND BRIGGS BAY IMPROVEMENTS PROJECT SITE SHALL
BE VIA WOMBLE GATE (CONTRACTOR'S GATE) FROM YOKOSUKA HWY
(ROUTE 16) AND VIA A CIRCUITOUS ROUTE ALONG NIMITZ AVE, HOWARD
ST, AND FOURTH AVE TO L ST AND DUNCAN ST AND ALONG A ST, FIRST
AVE, AND F ST.
CONTRACTOR ACCESS TO AND EGRESS FROM THE BLDG 3382
DEMOLITION PROJECT SITE SHALL BE VIA WOMBLE GATE
(CONTRACTOR'S GATE) FROM YOKOSUKA HWY (ROUTE 16) AND VIA
NIMITZ AVE.
ON-SITE CIRCULATION BETWEEN DUNCAN ST AND F ST ALONG THE
FUTURE BY-PASS ROAD ALONG TOKYO BAY SHALL BE ALLOWED.
ACCESS TO THE EXISTING ROAD ALONG THE SEA WALL SHALL NOT BE
PERMITTED.
A PORTION OF FIRST AVE BETWEEN DUNCAN ST AND F ST SHALL BE
PROHIBITED TO THE CONTRACTOR FOR ANY CONSTRUCTION RELATED
HAULING AND/OR TRANSPORTATION BETWEEN THE INSTALLATION
ASIGNED CONSTRUCTION LAYDOWN AREA AND NEW HIGH SCHOOL SITE.
AN OPTIONAL ROUTE ALONG HOWARD ST AND DUNCAN ST MAY BE
INSTITUTED AT THE PREROGATIVE OF CFAY PWD TO HELP ALLEVIATE
WEAR-AND-TEAR ALONG THE PRIMARY HAUL ROUTE ALONG FOURTH AVE
AND L STREET.
DELIVERY AND HAULING OF LARGE AND OVERSIZE CONSTRUCTION
MATERIALS:
1.
2.
3.
4.
5.
6.
7.
CONTRACTOR HAULING PLAN
FLETCHER ROADBERTH 18
HAUL ROUTE PLAN
N
DRY DOCK NO. 6 DETAIL SITE PLAN
AND AERIAL VIEW
DRY DOCK NO. 6
HAUL ROUTE ALONG FLETCHER
ROAD FROM RICKERT DRIVE
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
FOR DELIVERY AND TRANSPORT OF LARGE AND OVERSIZE
MATERIALS AND EQUIPMENT (E.G., PILES, LARGE STEEL SECTIONS,
ETC.) TO THE PROJECT SITE, CONTRACTOR MAY CONSIDER THE USE
OF BARGE TRANSPORTATION TO MITIGATE ANY LIMITATIONS
ASSOCIATED WITH LAND TRANSPORTATION OVER LOCAL ROADWAYS
OUTSIDE OF THE INSTALLATION.
DELIVERY AND TRANSPORT OF MATERIALS AND EQUPMENT BY
BARGE SHALL BE VIA BERTH 18, LOCATED AT DRY DOCK NO. 6,
ALONG TRUMAN BAY. SEE HAUL ROUTE PLAN AND DETAIL DRY DOCK
NO. 6 SITE PLAN ON THIS SHEET FOR POINTS OF DELIVERY AND
EMBARKATION OF MATERIAL DELIVERY.
ACCESS TO BERTH 18 SHALL BE VIA FLETCHER ROAD FROM RICKERT
DRIVE. SEE DETAIL DRY DOCK NO. 6 SITE PLAN.
CONTRACTOR SHALL PROVIDE ITS OWN CRANE EQUIPMENT FOR
OFFLOADING OF MATERIALS FROM BERTH 18. CRANE EQUIPMENT
SHALL COMPLY WITH NAVFAC P-307 WEIGHT HANDLING PROGRAM
MANAGEMENT, JUNE 2016. CRANE INSPECTION SHALL BE
CONDUCTED BY PWD TRANSPORTATION TO ENSURE COMPLIANCE
WITH GOVERNING INSTRUCTIONS AND POLICIES. A COPY OF THE
NAVFAC P-307 MAY BE PROVIDED TO THE CONTRACTOR UPON
REQUEST.
BARGE DELIVERY SHALL COMPLY WITH THE NAVAL STATION
WATERFRONT FACILITY OPERATIONS, INCLUDING PRE-DOCKING AND
DOCKING PROCEDURES, MOORING ARRANGEMENT PLAN,
INSPECTION AND HANDLING POLICIES, RESTRICTIONS, RECEIVING
AND DEPARTURE PROCEDURES, COMMUNICATIONS, EMERGENCNY
PRECAUTIONS, DISASTER RECOVERY, AND OTHER CFAY PORT
OPERATIONS PROCEDURES.
CONTRACTOR SHALL COORDINATE ALL DELIVERY AND TRANSPORT
OF MATERIALS BY BARGE VIA BERTH 18 WITH THE USACE YOKOSUKA
RESIDENT OFFICE (YRO).
SHOULD BERTH 18 NOT BE AVAILABLE, OR IF CONTRACTOR ELECTS
TO TRANSPORT LARGE MATERIALS, INCLUDING PILES OR LARGE
STEEL SECTIONS, TO THE SITE VIA LAND TRANSPORTATION,
CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING
OFFICER ON UTILIZING WOMBLE GATE OR THE MAIN GATE TO BRING
THE MATERIALS INTO THE INSTALLATION.
CONTRACTOR SHALL NOTE THAT DUE TO THE LENGTHY CONCRETE
PILES UTILIZED FOR THE PROJECT, TRANSPORTATION OF THE PILES
MAY BE HINDERED AT WOMBLE GATE, DUE TO THE LIMITED
MANEUVERING SPACE AT THE GATE ENTRY. SHOULD THIS BE THE
CASE, CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING
OFFICER TO UTILIZE THE MAIN GATE FOR TRANSPORTING PILES INTO
THE INSTALLATION. CONTRACTOR MAY BE REQUIRED TO
COORDINATE LANE CLOSURES AND/OR USE OF THE OUTBOUND
LANES TO TRANSPORT THE PILES INTO THE INSTALLATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
NECESSARY BASE APPROVALS AND PERMITS TO ALLOW ANY
TRAFFIC MODIFICATIONS TO ACCOMMODATE THE WORK.
CONTRACTOR SHALL COORDINATE IN ADVANCE ALL ESCORTS, HAUL
ROUTES, LANE CLOSURES, AND OTHER TRAFFIC MANAGEMENT
NECESSITIES WITH CFAY VIA THE YOKOSUKA RESIDENT OFFICE
(YRO).
REFER TO STRUCTURAL DRAWINGS SHEET S-601 FOR INFORMATION
ON PILE SEGMENT LENGTHS AND LIMITATIONS FOR
TRANSPORTATION.
G
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NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS
UNLESS OTHERWISE SPECIFIED.
N
B2 1C-502
2.0%
WOOD TEXTURED CONCRETE
300 x 600 x 40mm
COVERED WALKWAY
RED BRICK PAVER
SIDEWALK
100 x 200 x 60mm
MIDDLE TYPESLANT TYPE
GRAVEL BASE
(CRUSHER-RUN, C-40) PLAIN CONC (27N/mm²)
10mm THK
EXPANSION JOINT
FILLER
PLAN
A1 1C-502
A2 1C-502
125002500 2500
SLANT TYPE
CONC
CURB
NEW CONC CURB RAMPCONC
CURB
C3 1C-502
A2 1C-502
A1 1C-502
125002500 2500
25002500
MIDDLE TYPESLANT TYPE SLANT TYPE
2%
8.0% 8.0%
CONC CURB
CONC
CURB
C2 1C-501
13501350 360360
Ø48.6X4.0 OD SUS304,
HAIR LINE FIN TOP RAIL,
MID RAIL AND POST
1350 1350360 360
5 43
HANDRAILHANDRAIL
NOT TO SCALE
SECTIONB5
SLANT TYPE
12500
MIDDLE TYPE
SLANT TYPE
12660
CONCRETE CURB H=200
13900
CONCRETE CURB H=200
CONC CURB&GUTTER
150~200mm
SLANT TYPE
17500
CONCRETE CURB H=200
NOT TO SCALE
SECTIONB2
NOT TO SCALE
HANDICAP ACCESSIBLE CONC CURB RAMP DETAIL-1A3
20035
50050
PLAIN CONCRETE
(27N/mm²)
GRAVEL BASE
(CRUSHER-RUN, C-40)
SCALE 1:100
CONC CURB & GUTTER DETAIL
A1
5%GL
AC PAVEMENT
(MIDDLE TYPE)
50050
PLAIN CONCRETE
(27N/mm²)
GRAVEL BASE
(CRUSHER-RUN, C-40)
SCALE 1:100
CONC CURB & GUTTER DETAIL
A2
5%GL
AC PAVEMENT
(SLANT TYPE)
6 6
GL
FILL WITH MORTAR
Ø48.6 OD SST PIPE
Ø76.3 OD
PIPE SLEEVE
POST ANCHOR DETAIL
200x20050 50
GRAVEL BASE
(CRUSHER-RUN, C-40)
PLAIN CONC (18N/mm2)
12500
CONC CURB
NOT TO SCALED3
NOT TO SCALE
HANDRAIL DETAILC3
CONC CURB
150~200mm
SLANT TYPE
PLAN
10400
POP-UP BOLLARD, (9EA)
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1778.8
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66.366.3
0.
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0 15
153.4
PLAN
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20x27x1.1t (A6063S-T5)
GL
3.0mm THK
POLYCARBONATE
ROOFING
60x30x2.3t
(STKR400)
60x6.4 (A6063S-T5)
64.9x20 (A6063S-T5)
60x30x2.3t
(ASTKR400)
357.4
410.5
150x100x3.2
150x100x4.5
W A T
DOWNSPOUT Ø61.3
DRAIN
165x158.8
BEAM
100x100x2.3mm THK
(STKR400)
BEAM COVER
114x112.6 (A6063S-T5)
POST
150x100x4.5mm THK
POST COVER
153.4x111x1.7mm THK
NOT TO SCALE
COVERED WALKWAY DETAILS TYPE-AC1
BEAM CAP
(AC3A)
COVER (SGCC)
PLAIN CONC
(24N/mm²)
GRAVEL BASE
(CRUSHER-RUN, C-40)
PLAIN CONC
(24N/mm²)
GRAVEL BASE
(CRUSHER-RUN,
C-40)
BEAM T (STKR400)
165x35x1.6mm THK (A6063S-T5)
MANUFACTURE
STANDARD
CORNER CAP
(AC3A)
BEAM COVER
128x171.9x1.4t (A6063S-T5)
HORIZONTAL GUTTER
93x67x1.3t (A6063S-T5)
64.9x20 (A6063S-T5)
60x30x2.3t
(STKR400)
3.0mm THK
POLYCARBONATE
ROOFING
60x30x2.3t
(STKR400)
60x6.4 (A6063S-T5)
20x27x1.1t (A6063S-T5)
PLAN
ELEVATION SECTION
NOT TO SCALEC4
CORNER CAP
(AC3A)
BEAM
100x100x2.3mm THK
(STKR400)
GL
DRAIN
165x158.8
BEAM COVER
114x112.6 (A6063S-T5)
POST
100x100x2.3mm THK
POST COVER
103x111x1.5mm THK
DOWNSPOUT Ø40.0
PLAIN CONC
(24N/mm²)
GRAVEL BASE
(CRUSHER-RUN, C-40)
165x35x1.6mm THK (A6063S-T5)
ANCHOR Ø9
(SS400)
PLAIN CONC
(24N/mm²)
GRAVEL BASE
(CRUSHER-RUN,
C-40)
0 PLAIN CONC
(24N/mm²)
GRAVEL BASE
(CRUSHER-RUN,
C-40)
NOT TO SCALE
COVERED WALKWAY DETAILS TYPE-BA1
66.3
45004500
20x27x1.1t (A6063S-T5)
3.0mm THK
POLYCARBONATE
ROOFING
60x30x2.3t
(STKR400)
60x6.4 (A6063S-T5)
64.9x20 (A6063S-T5)
60x30x2.3t
(ASTKR400) PLAN
ELEVATION SECTION
12x@750=9000
PLAIN CONC
(24N/mm²)
GRAVEL BASE
(CRUSHER-RUN,
C-40)
HORIZONTAL GUTTER
93x67x1.3t (A6063S-T5)
165x35x1.6t (A6063S-T5)
BEAM 150x100x4.5
(STKR400)
BEAM COVER
171.9x128x1.5t (A6063S-T5)
DOWNSPOUT Ø61.3
BEAM
100x100x2.3mm THK
(STKR400)
POST
150x100x4.5mm THK
POST COVER
153.4x111x1.7mm THK
DRAIN
165x158.8
61466.3 10360.6
CONC SIDEWALK
OR BRICK PAVER
CONC SIDEWALK
OR BRICK PAVER
CONC SIDEWALK
OR BRICK PAVER
CONC SIDEWALK
OR BRICK PAVER
NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS
UNLESS OTHERWISE SPECIFIED.
1C-514
COVERED WALKWAY DETAILS TYPE-C
POST 150x100x4.5mm THK
POST COVER 111x153.4x1.7mm THK BEAM 150x100x4.5mm THK
60x30x2.3t 3.0mm THK POLYCARBONATE ROOFING
JIS G 3466 STKR400
JIS H 4100 A6063S-T5
JIS G 3466 STKR400
JIS G 3466 STKR400
GALVANIZED
JIS H 8602
GALVANIZED
GALVANIZED+ACRYLIC PAINT
NAME MATERIAL SURFACE TREATMENT/PAINTING
POST 100x100x2.3mm THK POST COVER 103x111x1.5mm THK BEAM 100x100x2.3mm THK 60x30x2.3t 3.0mm THK POLYCARBONATE ROOFING
JIS G 3466 STKR400
JIS H 4100 A6063S-T5
JIS G 3466 STKR400
JIS G 3466 STKR400
GALVANIZED
JIS H 8602
GALVANIZED
GALVANIZED+ACRYLIC PAINT
NAME MATERIAL SURFACE TREATMENT/PAINTING
BASE PLATE SS400 ANTI-RUST COATING
BEAM COVER 171.9x128x1.5mm THK JIS H 4100 A6063S-T5 JIS H 8602
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GRATING
W/ FRAME (T-25)
PIPE
GRATING W/ FRAME
(T-25)
CAST-IN-PLACE
REINF CONC (21N/mm²)
D10 @200 BOTH WAY
LEVELING CONC (18N/mm²)
GRAVEL BASE
(CRUSHER-RUN, C-40)
165 400 150
PLAN
165 400 150
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NOT TO SCALE
SECTION A
NOT TO SCALE
GUTTER INLET DETAILSC1
GRAVEL BASE
LEVELING CONC (18N/mm²)
(JIS A 5372)
PRECAST U-DITCH
(500)
100240 (300)
(3
(300)
NOT TO SCALE
U-DITCH (TYPE-1 & TYPE-2 DETAILS)C3
LEVELING MORTAR (1:3)
NON REINF CONC
(18N/mm²)
GRAVEL BASE
(CRUSHER-RUN, C-40)
100 300 100
50 50
LEVELING MORTAR (1:3)
NON REINF CONC
(18N/mm²)
GRAVEL BASE
(CRUSHER-RUN,C-40)
100 300 100
50 50
NOT TO SCALE
GUTTER DITCH DETAILSB1
GUTTER DITCH GUTTER DITCH W/ GRATING
NOT TO SCALE
SLIT-TYPE DITCH DETAILA1
TYPE-1: 240x240 TYPE-2: 300x300(CRUSHER-RUN, C-40)
NOTE:
FOR 300x300 U-DITCH, PROVIDE GRATING
WHERE INDICATED.
NOT TO SCALE
CONCRETE DITCH DETAILC5
0～
0～
0 15
60050
REINF CONC
(21N/mm²)
D13
D13 @ 200
L=3.5M
GRATING (T-6),
GRAVEL BASE
(CRUSHER-RUN, C-40)
LEVELING CONC
(18N/mm²)
360 250
TURFED AREA RUNNING TRACK
INSIDE CURB
PRECAST VARIABLE
SLIT-TYPE DITCH (T-6)
LEVELING CONC (18N/mm²)
GRAVEL BASE
(CRUSHER-RUN, C-40)
LEVELING CONC (18N/mm²)
55 55
H (V
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2C-502
GL
GL
GL
GL
GRAVEL BASE
(CRUSHER-RUN, C-40)
NON REINF CONC
(18N/mm²)
PRECAST CONC CURB (TYPE-A)PRECAST CONC CURB (TYPE-A)
PRECAST CONC
GUTTER DITCH
PRECAST CONC
GUTTER DITCH
W/ GRATING (T-20)
GRAVEL BASE
(CRUSHER-RUN,
C-40)
NON REINF CONC
(18N/mm²)
N
N
0 10
150 50 300
BACKFILL
PLAIN CONC FILL
(18N/mm²)
GRAVEL BASE
(RC-40)
STORM DRAINAGE
DO PIPE Ø400
LEVELING
MORTAR (1:3)
NOT TO SCALE
"DO" PIPE FOR SHALLOW COVERB3
SIDEWALK AREA TURFED AREA
BREAK PORTION OF EXST
SEAWALL AND EXST REBAR
AS REQUIRED.
PROVIDE 25MM THK
GROUT ALL AROUND.
EXST SEAWALL
±700
NEW Ø400 PVC
TOKYO BAY
EXST REBAR
@400
NOT TO SCALE
OUTLET AT TOKYO BAYB5
A
#8 TIE WIRE NEW Ø400 PVC
DRAINAGE LINE
APPLY APROPRIATE
ADHESIVE OVER PIPE
NEW FREE BRANCH
PIPE CONNECTOR
NEW PIPE FROM
DOWNSPOUT
NEW Ø400 PVC
DRAINAGE LINE
NEW FREE BRANCH
PIPE CONNECTOR
NEW PIPE FROM
DOWNSPOUT
PLAN SECTION
NOT TO SCALE
BRANCH PIPE CONNECTION DETAILA3
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SHEET
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SHEET OF
U .S
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6.190
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1700 2150 2150
TYPE A TYPE B TYPE C
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100 100
TOP OF STAIR
DRAIN PIPE
(75 DIA PVC) 1EA/3SQ
FILTER MAT (300x300)
REINF CONC (24N/mm²)
BASE COURSE
(C-40)
TOP OF
RAMP
TOP OF RAMP
TOP OF STAIR
0 25
61 TOP OF
RAMP
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100 100
TOP OF
RAMP
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100 100
TOP OF
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DRAIN PIPE
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PLAIN CONC
(18N/mm²)
BASE COURSE
(C-40)
EL=4.287
EXPANSION JOINT
EL=3.260
EL=2.250
2500 2500
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EXPANSION
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EL=3.931
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REINF CONC (24N/mm²)
BASE COURSE
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LEVELING CONC
(18N/mm²)
TOP OF STAIR
DRAIN PIPE
(75 DIA PVC) 1EA/3SQ
FILTER MAT (300x300)
REINF CONC (24N/mm²)
BASE COURSE
(C-40)
LEVELING CONC
(18N/mm²)
TOP OF STAIR
DRAIN PIPE
(75 DIA PVC) 1EA/3SQ
FILTER MAT (300x300)
REINF CONC (24N/mm²)
BASE COURSE
(C-40)
LEVELING CONC
(18N/mm²)
TOP OF STAIR
DRAIN PIPE
(75 DIA PVC) 1EA/3SQ
FILTER MAT (300x300)
REINF CONC (24N/mm²)
BASE COURSE
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LEVELING CONC
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D16 AT 300 VERT
D13 AT 300 HORIZ
D16 AT 300
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C4SCALE = 1:100
PLAN (RETAINING WALL-9, 10)
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4.080
2.700
4.770
3.390
5.470 5.390
5.470
2.683 2.694
TW=4.527
BW=2.898
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TW=4.570
BW=2.986
TW=4.630
BW=2.968 EXST RETAINING
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4.629
NEW FENCE
(H=1800)
EXST FENCE
(H=1800)
NEW FENCE
(H=1800)
EXST FENCE
(H=1800)
2.659
2.639 2.669
2.670
2.650
2.680
N
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09950 NEW RETAINING WALL-5
9950 NEW RETAINING WALL-6
10150 NEW RETAINING WALL-7
9950 NEW RETAINING WALL-8
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SCALE = 1:50
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SCALE = 1:50
NOTE: SEE SHEET 2C-509 FOR
EXPANSION JOINT DETAILS.
GRAPHIC SCALES
10m510 1 : 100
SCALE = 1:50
RETAINING WALL-9
A3
SCALE = 1:50
EXPANDED ELEVATION TYPE B-1 SECTION
SCALE = 1:50
5m210 1 : 50
3 4
TYPE C-1 SECTION
SCALE = 1:50
TYPE B-2 SECTION
SCALE = 1:50
TYPE C-2 SECTION
SCALE = 1:50
TYPE A SECTION
SCALE = 1:50
X=-78047.665 Y=-14317.941
N X=-78051.922 Y=-14317.078
X=-78053.115 Y=-14322.958
X=-78048.670 Y=-14322.897
1 2 3 4 5
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TYPE A TYPE A TYPE A TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B
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X X
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X X
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SHEET
IDENTIFICATION
SHEET OF
U .S
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IN
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TR
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TW=4.972
BW=4.310
U-DITCH
TW=5.280
BW=4.350
TW=4.970
BW=4.370
4.350
4.314
5.408
5.422
5.208
NEW FENCE
(H=3000)
EXST FENCE
(H=1800)EXST RETAINING WALL
NEW RETAINING
WALL-11
NEW RETAINING
WALL-11
4.840
5.353
1330 37466
NOTE: SEE SHEET 2C-509 FOR
EXPANSION JOINT DETAILS.
GRAPHIC SCALES
10m510 1 : 100
NEW RETAINING
WALL-11
SCALE = 1:100
RETAINING WALL-11 (TYPE B)
A2
SCALE = 1:100
EXPANDED ELEVATION
SECTION
SCALE = 1:100
N
X=-77964.352 Y=-14326.515
X=-77966.065 Y=-14335.554
X=-78003.681 Y=-14328.505
X=-78000.766 Y=-14313.116
SCALE = 1:100
RETAINING WALL-11 (TYPE A)
A1
SECTION
SCALE = 1:100
22222222 2
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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X X X X X
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BLACK KANJI
CHARACTER
BLACK KANJI
CHARACTER
BLACK KINNICK
HS DEVIL LOGO
WHITE
BACKGROUND
KINNICK HS
RED "K"
FOREGROUND
50mm THK
WHITE
SCHOOL LOGO NOTES:
1. ELECTRONIC GRAPHIC JPEG FILE WILL BE PROVIDED TO THE
CONTRACTOR UPON REQUEST VIA THE CONTRACTING OFFICER.
2. COLOR SPECS FOR RED, BLACK, AND WHITE COLORS SHALL
MATCH THE OFFICIAL KINNICK HIGH SCHOOL LOGO COLORS.
CONTRACTOR SHALL OBTAIN COLOR SPECS FROM DODEA VIA THE
CONTRACTING OFFICER.
25MM THK KINNICK HS
RED BORDER
0m
T R
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3/
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GRAPHIC SCALE
SCALE = 1:300
400m TRACK & FOOTBALL / SOCCER FIELD SITE PLANB3
201050 30m 1 : 300
50001 50000 31533 8@1067 =8536
8@1067 =8536
31532
180138
282886000
28288 6000
9000 104240 9000
R15240
R3000
SCOREBOARD
400M TRACK
29800 29800
202015960020201
N
HIGH JUMP
LONG JUMP AND TRIPLE JUMP
BLEACHER WITH
PRESS BOX
FOOTBALL AND SOCCER FIELD
N=-77902 E=-14258
N=-77975 E=-14190
R31533
PA
9-
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EW
_2
C R
50 27
1 2 3 4 5
D
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US Army Corps of Engineers Japan District
SHEET
IDENTIFICATION
U .S
. A R
M Y
EN
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IN
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IS
TR
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T, J
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UNDER MY SUPERVISION
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X X
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X
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X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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SODDING (NO SLIT)
SOIL
BASE COURSE (CRUSHER-RUN)
C-40 t=100 t=200
RUBBER CHIP POLYURETHANE PAVEMENT
20mm t=50
13mm t=40 t=13mm
BASE COURSE
M-30 t=100
SUBBASE COURSE
C-40 t=150
PRIME COAT
TACK COAT
C1 2C-527
AC. PAVEMENT (OPEN-GRADED)
AC. PAVEMENT (OPEN-GRADED)
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GRAPHIC SCALES
1m0.50.10 1 : 10
PAVED AREA
SODDED AREA (NON SLIT)
SCALE = 1:300
400m TRACK & FOOTBALL / SOCCER FIELD SURFACING AND GRADE ELEVATIONS PLANB3
201050 30m
1 : 300SCALE = 1:10
RUNNING TRACK & SPORTS
FIELD TYPICAL SECTIONA1
N
LEGEND:
BLEACHER WITH
PRESS BOX
1.
1.
1.
1.
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1.
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1.
1.
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5.690 5.690 5.690 5.720
5.690
5.605
5.605 5.605
5.700
5.6905.6055.920 5.605
5.690
5.700
5.720 5.690
5.605
5.750
5.605
5.690
5.690
5.605
5.9205.920
PAVED AREASODDED AREA (WITHIN PLAYING FIELD)
SODDED AREA (WITH SLIT)
(SEE B1/ 2C-527 FOR DETAIL)
PA
9-
BN
EW
_2
C R
GRASSCRETE AREA
(SEE A1/ 2C-527 FOR DETAIL)
1 2 3 4 5
D
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B
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US Army Corps of Engineers Japan District
SHEET
IDENTIFICATION
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
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T, J
AP
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C
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7,147 m²
7,147 m2
1109 m²
1,072 m²
854 m²
854 m²
1,072 m²
1109 m²
6,070 m2
NOTE:
PROVIDED QUANTITIES ARE
APPLICABLE TO THIS DRAWING ONLY
X
X
X X
X X
X X
X X
X X
X
X X X X X X X X
X
X
X
X
X
X
X
X
SODDING (NO SLIT)
SOIL
BASE COURSE (CRUSHER-RUN)
C-40 t=150 t=100 t=150
C-40 t=150
BASE COURSE (CRUSHER-RUN)
PREPARED MIX SOIL(SAND 4:SOIL 6)
INFIELD (SKINNED AREA) OUTFIELD (SODDED AREA)
SOIL
BASE COURSE (CRUSHER-RUN)
C-40 t=150 t=100
WARNING TRACK (SKINNED AREA)
X
X
X
X
X X
X X
X X
X X
X X
X
X X X X X X X X
X
X
X
X
X
X
X
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2/
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GRAPHIC SCALES
SCALE = 1:300
SOFTBALL FIELD SITE PLANB1
SCALE = 1:10
SOFTBALL FIELD TYPICAL SECTIONA1
1m0.50.10
1 : 10
20522 16764
18288
4237 3688
12000
R1
18288
R27
R2743
R2743
Ø4877
R71628
BULLPEN
(NIC)
DOUBLE SWING GATE
W=3000 H=2000
BLEACHER
BACKSTOP (H=5000)
DUGOUT
(SEE SHEET 3A-103)
BULLPEN
(NIC)
DOUBLE SWING GATE
W=3000 H=2000
BLEACHER
FOUL POLE
FOUL POLE
SINGLE SWING GATE
W=1200 H=1200
SCORE BOARD
FENCE(H=5000)
FENCE(H=1200)
CLAY AREA
SCALE = 1:300
SOFTBALL FIELD SURFACING PLANB4
201050 30m 1 : 300
N N
LEGEND:
PA
9-
BN
EW
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C R
INFIELD
OUTFIELD
WARNING TRACK
FENCE(H=5000)
R4
X=-78004.737 Y=-14310.010
X=-78043.725 Y=-14216.516
X=-78070.978 Y=-14282.757
X=-78067.058 Y=-14249.195
X=-78044.375 Y=-14303.590
X=-78077.960 Y=-14289.772
X=-78080.876 Y=-14282.781
B5
2CR410
A1 2C-518
C1 2C-519
A3 2C-523
C4 2C-519
A4 2C-518
C2 2C-526
A3 2C-517
C1 2C-527
SINGLE SWING GATE
W=1000 H=2000
C3 2C-518
SINGLE SWING
GATE
W=1000 H=2000
DUGOUT
(SEE SHEET 3A-103)
1 2 3 4 5
D
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US Army Corps of Engineers Japan District
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2,891 m²
1,008 m²
650 m²
498 m²
1,148 m²
3,899 m²
SODDED AREA
(NON SLIT)
SODDED AREA
(WITH SLIT)
NOTE:
PROVIDED QUANTITIES ARE
APPLICABLE TO THIS DRAWING ONLY
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SODDING (NO SLIT)
SOIL
BASE COURSE (CRUSHER-RUN)
C-40 t=150 t=100 t=150
C-40 t=150
BASE COURSE (CRUSHER-RUN)
PREPARED MIX SOIL(SAND 4:SOIL 6)
INFIELD (SKINNED AREA) INFIELD & OUTFIELD (SODDED AREA)
SOIL
BASE COURSE (CRUSHER-RUN)
C-40 t=150 t=100
WARNING TRACK (SKINNED AREA)
X
X X
X X
X X
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SCALE = 1:400
BASEBALL FIELD SITE PLANB1
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BASEBALL FIELD TYPICAL SECTIONA1
1m0.50.10
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10903
27432 45
27432
BULLPEN
(NIC)
DOUBLE SWING GATE
W=3000 H=2000
BLEACHER
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BLEACHER
BULLPEN
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DOUBLE
SWING GATE
W=3000 H=2000
BLEACHER
FOUL POLE
FOUL POLE
SINGLE SWING GATE
W=1200 H=1200
SCORE BOARD
FENCE(H=5000)
FENCE(H=1200)
SCALE = 1:400
BASEBALL FIELD SURFACING PLANB4
201050 40m 1 : 400
37 36
12000
16764
FENCE(H=1200)
Ø
R2
R3962
R3962
R3962
R39
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R106680
WARNING TRACK
PA
9-
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EW
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LEGEND:
INFIELD
OUTFIELD
WARNING TRACK
FENCE(H=3000)
19567
FENCE(H=5000)
DOUBLE SWING GATE
W=7000 H=1200
5-M HIGH FENCE
ENDS HERE
X=-78109.048 Y=-14168.257
X=-78100.519 Y=-14078.695
X=-78018.455 Y=-14180.671
X=-78068.662 Y=-14183.020
X=-78112.414 Y=-14125.462
X=-78096.634 Y=-14077.664
X=-78020.493 Y=-14184.135
X=-78114.042 Y=-14176.813
X=-78118.623 Y=-14170.777
A3 2C-519
A1 2C-520
A3 2C-523
C4 2C-519
C1 2C-519
B5
2CR-410
A4 2C-518
C2 2C-528
A3 2C-517
A1 2C-518
C1 2C-527
SINGLE SWING GATE
W=1000 H=2000
C3 2C-518
SINGLE SWING
GATE
W=1000 H=2000 7994
DUGOUT
(SEE SHEET
3A-103)
DUGOUT
(SEE SHEET
3A-103)
17719
1 2 3 4 5
D
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US Army Corps of Engineers Japan District
SHEET
IDENTIFICATION
SHEET OF
U .S
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TR
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SODDED AREA
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SODDED AREA
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6,569 m²
608 m²
7,177 m²
1,320 m²
1043 m²
24 m²
2,387 m²
NOTE:
PROVIDED QUANTITIES ARE
APPLICABLE TO THIS DRAWING ONLY
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A 1/1S
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A 1/1S
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1S-135
A1/1S-133
1S-135
A1/1S-134
A1/1S-133 A1/1S-132
P
N
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12.6
14.6
K.4
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OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
75 SEPARATION JOINT
12.4
M A
T C
H
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M A
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H
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75 SEPARATION JOINT
B4
1S-516
2B -58
C1
1S-551
C2
1S-551
B4
1S-551 ____________________________________________________B2
1S-551
A1
1S-551
B1
1S-551
C3
1S-551
C4
1S-551
1S-516
C1
C4
1S-564
G.2
OPEN TO BELOW
WINDOW WALL,
SEE ARCH DWGS
1S-131
C4
BELOW
CONCRETE WALL
2B -57A
2B -57B
CONCRETE WALL
GRATING AT MECH
ACCESS PLATFORM
1S-516
C3
1S-402
A1
12.2
12.7C5
1S-551
B5
1S-516
A2
1S-511
A2
1S-551
FOR PERFORMANCE
CEILING FRAMING, SEE
TYP
HSS150x100x6 BELOW
CONCRETE OVERHANG,
TYP PER
A2
1S-511
DUCT
PENETRATION
BELOW
C4
1S…
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