W912QR24R0027_Plans-0004.pdf
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- Solicitation number
- W912QR24R0027
About this file
This document contains a set of design plans and specifications for the renovation of the Des Moines Army Reserve Center (ARC) and Vehicle Maintenance Shop (VMS) in Des Moines, Iowa. It includes a first floor reflected ceiling plan, finish legend and schedule, first floor furniture plan, demolition plan, grading and drainage plan, and enlarged mechanical plans. Key details include:
The project involves a Design/Build renovation of the Army Reserve Center and Vehicle Maintenance Shop with an estimated construction cost between $25,000,000 and $100,000,000. The NAICS code is 236220 and the project is designated a small business set-aside with a HUBZone 10% price evaluation. The solicitation number is W912QR24R0027. The federal agency issuing the solicitation is the Department of the Army Corps of Engineers Engineering District Louisville.
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EXPOSED
EXISTING CEILING
TO BE PAINTED.
SEE I-101 FOR
ADDITIONAL
INFORMATION.
RCP LEGEND - NEW WORK
NEW 2'X2' ACT CEILING TILES
NEW GYPSUM BOARD CEILING
NO WORK IN THIS AREA UNLESS
OTHERWISE NOTED
2 x 4 RECESSED LIGHT FIXTURE
AB
C
US Army Corps of Engineers ®
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1/16" = 1'-0"A-120
ARC - FIRST FLOOR RCPA1
PLAN NORTH
= 1'-0"
08' 32'16'
1/16" = 1'-0"
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
1. ALL FINISH PRODUCTS ARE TO BE INSTALLED IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS.
2. WALL DESIGNATION REFERS TO PLAN NORTH.
3. REFER TO FINISH SCHEDULE FOR EXTENT OF PAINTING.
4. ACCENT WALLS TO BE PAINTED TO CORNER OR BREAKLINE WHERE
WALL CHANGES DIRECTION. REFERENCE FINISH PLANS FOR MORE
INFORMATION.
5. ALL EXPOSED STRUCTURES, INCLUDING BUT NOT LIMITED TO:
PIPING AND FIREPROOFING, CONDUIT, AND ALL ASSOCIATED
EQUIPMENT ARE TO BE PAINTED.
6. APPLY PAINT TO ITEMS, INCLUDING BUT NOT LIMITED TO: FEC'S,
LADDERS, BEAMS,DOOR FRAMES - BOTH SIDES, GLAZING FRAMES IN
DOORS AND IN WALLS, STAIR RAILINGS, HAND AND GUARD RAILINGS,
ALL EXPOSED METAL STAIR PARTS.
7. SOFFIT AND GYP BOARD CEILINGS TO BE PAINTED COLOR OF
ADJACENT WALL. REFER TO FINISH PLANS FOR MORE INFORMATION.
8. PROVIDE THRESHOLDS AND TRANSITION STRIPS AT ALL DISSIMILAR
FLOOR MATERIALS. PROVIDE MARBLE THRESHOLD AT ALL TOILET
ROOMS, AND RUBBER TRANSITIONS AT ALL OTHER LOCATIONS.
INSTALL TRANSITIONS AT THE MIDDLE OF CLOSED DOOR. REFER TO
FINISH DETAILS FOR TYPICAL FLOOR FINISH TRANSITIONS.
9. FLOOR MATERIALS, INCLUDING BUT NOT LIMITED TO CARPET,
RUBBER TILE, IS TO RUN WALL TO WALL, UNDER ALL FURNITURE,
MOVEABLE EQUIPMENT, SHELVING UNITS, MILLWORK, PLUMBING,
AND FLOOR FIXTURES, INCLUDING ALL UNITS AT PERIMETER WALLS.
10. IN THE EVENT THAT DISCREPANCIES ARE FOUND BETWEEN THE
FINISH PLANS, REFLECTED CEILING PLANS, AND THE FINISH
SCHEDULE. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES
AND CLARIFICATION PRIOR TO PROCUREMENT AND INSTALLATION
OF FINISHES.
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
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FINISH SCHEDULE -FIRST FLOOR
ROOM NO ROOM NAME
FLOOR BASE FINISH WALL FINISH CEILING
NOTES & REMARKS (SEE NOTES)MAT FIN NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST FIN HEIGHT
100 VEST CONC WOM/CT CT CT CT CT PT PT PT PT ACT
101 LOBBY CONC CPT CT CT CT CT PT PT PT PT ACT
102 LACTATION
ROOM
CONC CPT RB RB RB RB EPT EPT EPT EPT ACT
103 ARCC
OFFICE
104 RETENTION OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
105 FAMILY SUPPORT OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
106 CORRIDOR CONC RT RB RB RB RB PT PT PT PT ACT
107 TR 2 CONC SDT RB RB RB RB PT PT PT PT - EXPOSED
108 CLASSROOM CONC CPT RB RB RB RB PT PT PT PT ACT
109 INSTRUCTOR CLASSROOM CONC CPT RB RB RB RB PT PT PT PT ACT
110 CLASSROOM CONC CPT RB RB RB RB PT PT PT PT ACT
111 STORAGE CONC RT RB RB RB RB PT PT PT PT ACT
112 BREAK ROOM CONC LVT RB RB RB RB PT PT PT PT ACT
113 CORRIDOR CONC RT RB RB RB RB PT PT PT PT ACT
114 CORRIDOR CONC RT RB RB RB RB PT PT PT PT ACT
115 WOMEN'S
LOCKERS/ SHOWERS
CONC RES CT CT CT CT PT/SS PT/SS PT/SS PT/SS ACT3/EPT LOCKER ROOM WALLS: EPT. SHOWER WALLS:
SS LOCKER ROOM CLG: ACT-3. SHOWER CLG:
EPT
Shower Wall: TBD
116 MEN'S LOCKERS/
SHOWERS
CONC RES CT/SS CT/SS CT/SS CT/SS PT/SS PT/SS PT/SS PT/SS ACT3/EPT LOCKER ROOM WALLS: EPT. SHOWER WALLS:
SS LOCKER ROOM CLG: ACT-3. SHOWER CLG:
EPT
117 PHYSICAL
READINESS
CONC VRF RB RB RB RB PT PT PT PT ACT
118 CORRIDOR CONC RT RB RB RB RB PT PT PT PT ACT
119 COR CONC RT RB RB RB RB PT PT PT PT ACT
120 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
121 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
122 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
123 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
124 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
125 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
126 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
127 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
128 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
129 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT ACT
130 COR CONC RT RB RB RB RB PT PT PT PT ACT
131 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
132 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
133 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
134 HALLWAY CONC RT RB RB RB RB PT PT PT PT ACT
135 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
136 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
137 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
138 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
139 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
140 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
141 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
142 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
143 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
144 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
145 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
146 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
147 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
148 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
149 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
150 PUMP
ROOM
CONC SC RB RB RB RB PT PT PT PT OTS
151 CORRIDOR CONC CPT RB RB RB RB PT PT PT PT ACT
152 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
153 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
154 MEN CONC RES CT CT CT CT CT/PT CT/PT CT/PT CT/PT ACT CERAMIC TILE WAINSCOT, PAINTED GWB
ABOVE
155 CORRIDOR CONC RT RB RB RB RB PT PT PT PT ACT
156 WOMEN CONC RES CT CT CT CT CT/PT CT/PT CT/PT CT/PT ACT CERAMIC TILE WAINSCOT, PAINTED GWB
ABOVE
157 CORRIDOR CONC RT RB RB RB RB PT PT PT PT ACT
158 JAN CONC SC RB RB RB RB PT PT PT PT OTS/PT
159 STORAGE CONC RT RB RB RB RB PT PT PT PT ACT
160 TR 1 CONC SDT RB RB RB RB PT PT PT PT EX EXPOSED
161 KITCHEN CONC QT QT QT QT QT CT CT CT CT ACT-2 CERAMIC FACED 2X2 ACT IN ALUM. GRID, USDA-FSIS APPROVED
161A PANTRY CONC QT QT QT QT QT CT CT CT CT ACT-2
162 LOBBY CONC CT CT CT CT CT PT PT PT PT ACT
163 ASSEMBLY HALL CONC RT RB RB RB RB PT/AWP PT/AWP PT/AWP PT/AWP OTS/PT ACOUSTICAL WALL PANELS 8 FT. AFF
164 STORAGE CONC RT RB RB RB RB PT PT PT PT ACT
165 WEAPONS SIMULATOR CONC RT RB RB RB RB PT PT PT PT ACT
166 MECHANICAL ROOM CONC EX EX EX EX EX EX EX EX EX EX
167 CORRIDOR CONC RT RB RB RB RB PT PT PT PT ACT
168 ELECTRICAL CONC SC RB RB RB RB PT PT PT PT OTS/PT
169 LARGE
TEAM ROOM
CONC SC RB RB RB RB EX EX EX EX EX
170 SMALL
TEAM ROOM
CONC SC RB RB RB RB EX EX EX EX EX
171 STORAGE CONC RT RB RB RB RB PT PT PT PT ACT
172 CORRIDOR CONC SC RB RB RB RB EPT EPT EPT EPT OTS/PT
173 UNIT STORAGE CONC SC RB RB RB RB EPT EPT EPT EPT OTS/PT
174 UNIT STORAGE CONC SC RB RB RB RB EPT EPT EPT EPT OTS/PT RUBBER BASE AT PAINTED CMU WALLS
175 UNIT STORAGE CONC SC RB RB RB RB EPT EPT EPT EPT OTS/PT
176 CORRIDOR CONC SC RB RB RB RB EPT EPT EPT EPT OTS/PT
177 ARMS VAULT CONC EX EX EX EX EX EX EX EX EX EX
EL 1 ELEVATOR 1 MANUFACTURER STANDARD ELEVATOR
INTERIOR FINISHES
ST1 STAIR 1 CONC RT RB RB RB RB PT PT PT PT -
ST2 STAIR 2 CONC RT RB RB RB RB PT PT PT PT -
ST3 STAIR 3 CONC RT RB RB RB RB PT PT PT PT -
ST4 STAIR 4 CONC RT RB RB RB RB PT PT PT PT -
ST5 STAIR 5 CONC RT RB RB RB RB PT PT PT PT -
V101 HIGH BAY N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
V111 TOILET CONC SC CT CT CT CT CT CT CT CT GWB/PT
V112 TR CONC SDRE RB RB RB RB PT PT PT PT - EXPOSED
INTERIOR FINISH LEGEND
MATERIAL CODE B.O.D. MANUF. DESCRIPTION COMMENTS
ACOUSTIC CEILING TILE ACT ARMSTRONG 2 X 2 W/ LAY. IN GRID
ACOUSTIC CEILING TILE ACT-2 ARMSTRONG CERAMIC FACED 2X2 ACT CEILING TILE
IN ALUMINUM GRID, USDA-FSIS
APPROVED
ACOUSTIC CEILING TILE ACT-3 ARMSTRONG MOLD RESISTANT ACOUSTICAL
CEILING TILE W/ PREFINISHED
WHITE ALUMINUM GRID
ACOUSTIC WALL PANELS AWP ATS ACOUSTICS COMMERCIAL GRADE FABRIC WRAPPED
ACOUSTIC PANELS. CLASS A RATING
ASSEMBLY HALL
CARPET TILE CPT INTERFACE OPEN AIR. 50 CM X 50 CM
CERAMIC TILE CT CROSSVILLE 12 X 24 PORCELAIN FLOOR AND WALL
TILE
5 FEET HIGH WAINSCOT WHEN
USED ON WALLS
EPOXY PAINT EPT
EXISTING FINISH EX N/A EXISTING FINISH TO REMAIN
GYPSUM WALL BOARD GWB BY CONTRACTOR PER USAR DESIGN GUIDE 20 OCT
2023 AND UFC REQUIREMENTS
LUXURY VINYL TILE LVT INTERFACE 20 MIL WEAR LAYER G.O. SUITE
OPEN TO STRUCTURE OTS SHERWIN WILLIAMS ALL OPEN STRUCTURE TO BE
PAINTED
PAINT PT SHERWIN WILLIAMS LOW VOC PAINT
QUARRY TILE QT CROSSVILLE TEXTURED IN WALK AREAS, INCLUDING
OFFICE. SMOOTH FINISH UNDER EQUIP.
EPOXY GROUT.
RUBBER WALL BASE, 4"H COVE RB TARKETT 4" BH RUBBER COVE BASE
RESINOUS FLOORING RES STONHARD MULTI-COLOR DECORATIVE CHIPS
(100% COVERAGE), 3-PART
APPLICATION MIN.
RUBBER TILE RT NORA NORA PLAN ENVIRON CARE
SEALED CONCRETE SC ASHFORD FORMULA
STATIC DISSIPATIVE RESINOUS
EPOXY
SDRE DUR-A-FLEX DUR-A-GARD
STATIC DISSIPATIVE TILE SDT TARKETT 12" X 12" STATIC DISSAPATIVE RUBBER
TILE
SOLID SURFACE SS CORIAN FULL HT. SOLID SURFACE WALL
PANELS (SHOWER ROOMS)
VULCANIZED RUBBER FLOORING,
9MM MIN.
VRF 1/2" THICK, MIN., SPECKLED, THROUGH
BODY COLOR
WALK OFF MAT SYSTEM WOM PEDI.MAT
NOTE:
ROOM FINISHES LABELED WITH PREFIX 'V' ARE TO BE
PROVIDED AS OPTION 1 TO THE BASE BID, FOR RENOVATIONS
TO THE VEHICLE MAINTENANCE SHED (VMS) ONLY.
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CONC CPT RB RB PT ACTPT PT PTRB RB
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1. ALL FINISH PRODUCTS ARE TO BE INSTALLED IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS.
2. WALL DESIGNATION REFERS TO PLAN NORTH.
3. REFER TO FINISH SCHEDULE FOR EXTENT OF PAINTING.
4. ACCENT WALLS TO BE PAINTED TO CORNER OR BREAKLINE WHERE
WALL CHANGES DIRECTION. REFERENCE FINISH PLANS FOR MORE
INFORMATION.
5. ALL EXPOSED STRUCTURES, INCLUDING BUT NOT LIMITED TO:
PIPING AND FIREPROOFING, CONDUIT, AND ALL ASSOCIATED
EQUIPMENT ARE TO BE PAINTED.
6. APPLY PAINT TO ITEMS, INCLUDING BUT NOT LIMITED TO: FEC'S,
LADDERS, BEAMS,DOOR FRAMES - BOTH SIDES, GLAZING FRAMES IN
DOORS AND IN WALLS, STAIR RAILINGS, HAND AND GUARD RAILINGS,
ALL EXPOSED METAL STAIR PARTS.
7. SOFFIT AND GYP BOARD CEILINGS TO BE PAINTED COLOR OF
ADJACENT WALL. REFER TO FINISH PLANS FOR MORE INFORMATION.
8. PROVIDE THRESHOLDS AND TRANSITION STRIPS AT ALL DISSIMILAR
FLOOR MATERIALS. PROVIDE MARBLE THRESHOLD AT ALL TOILET
ROOMS, AND RUBBER TRANSITIONS AT ALL OTHER LOCATIONS.
INSTALL TRANSITIONS AT THE MIDDLE OF CLOSED DOOR. REFER TO
FINISH DETAILS FOR TYPICAL FLOOR FINISH TRANSITIONS.
9. FLOOR MATERIALS, INCLUDING BUT NOT LIMITED TO CARPET,
RUBBER TILE, IS TO RUN WALL TO WALL, UNDER ALL FURNITURE,
MOVEABLE EQUIPMENT, SHELVING UNITS, MILLWORK, PLUMBING,
AND FLOOR FIXTURES, INCLUDING ALL UNITS AT PERIMETER WALLS.
10. IN THE EVENT THAT DISCREPANCIES ARE FOUND BETWEEN THE
FINISH PLANS, REFLECTED CEILING PLANS, AND THE FINISH
SCHEDULE. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES
AND CLARIFICATION PRIOR TO PROCUREMENT AND INSTALLATION
OF FINISHES.
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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FINISH SCHEDULE - SECOND FLOOR
ROOM NO ROOM NAME
FLOOR BASE FINISH WALL FINISH CEILING
NOTES & REMARKS (SEE NOTES)MAT FIN NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST FIN HEIGHT
201 LOBBY CONC CT CT CT CT CT PT PT PT PT ACT
202 UNISEX
RR
CONC RES CT CT CT CT CT/EPT CT/EPT CT/EPT CT/EPT ACT3 CERAMIC TILE WAINSCOT, 5FT. H AFF/ EPOXY
PTD. GWB ABOVE.
203 MEN CONC RES CT CT CT CT CT/EPT CT/EPT CT/EPT CT/EPT ACT3 CERAMIC TILE WAINSCOT, 5FT. H AFF/ EPOXY
PTD. GWB ABOVE.
205 CORRIDOR CONC RT RB RB RB RB PT PT PT PT ACT
206 LIBRARY
STORAGE
CONC LVT RB RB RB RB PT PT PT PT ACT STATIC DISSAPATIVE VCT
207 ELECTRICAL CONC SC RB RB RB RB PT PT PT PT OTS/PT
208 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
209 TR 3 CONC SDT RB RB RB RB PT PT PT PT - EXPOSED
210 LEARNING
CENTER
CONC CPT RB RB RB RB PT PT PT PT ACT
211 TRAINING
AIDS
STORAGE
CONC RT RB RB RB RB PT PT PT PT ACT
212 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
213 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
214 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
215 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
216 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
217 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
218 TRAINING
TABLES
STORAGE
CONC RT RB RB RB RB PT PT PT PT ACT
219 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
220 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
221 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
222 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
223 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
224 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
225 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
226 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
227 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
228 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
229 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
230 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
231 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
232 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
233 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
234 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
235 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
236 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
237 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
238 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
239 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
240 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
241 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
242 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
243 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
244 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
245 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
246 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
247 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT OTS
248 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
249 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
250 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
251 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
252 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
253 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
254 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
255 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
256 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
258 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
259 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
260 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
261 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
262 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
263 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
264 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
265 CORR. CONC CPT RB RB RB RB PT PT PT PT ACT
266 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
267 CORR. CONC CPT RB RB RB RB PT PT PT PT ACT
268 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
269 CORRIDOR CONC LVT RB RB RB RB PT PT PT PT ACT
270 CORRIDOR CONC LVT RB RB RB RB PT PT PT PT ACT
271 STORAGE CONC RT RB RB RB RB PT PT PT PT ACT
272 FT. ADMIN CONC CPT RB RB RB RB PT PT PT PT ACT
273 PRINC. STAFF
OFFICE
CONC CPT RB RB RB RB PT PT PT PT ACT
274 CMD OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
275 COL OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
276 COL OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
277 G.O.
OFFICE
CONC CPT RB RB RB RB PT PT PT PT ACT
278 G.O. RR CONC CPT RB RB RB RB PT PT PT PT ACT
279 G.O. ADMIN CONC CPT RB RB RB RB PT PT PT PT ACT
280 CONFERENCE CONC CPT RB RB RB RB PT PT PT PT ACT
281 COL OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
282 OPEN OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
283 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
284 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
285 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
286 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
287 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
288 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
289 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
290 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
291 STORAGE CONC RT RB RB RB RB PT PT PT PT ACT
292 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
293 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
294 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
295 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
296 OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
297 COL OFFICE CONC CPT RB RB RB RB PT PT PT PT ACT
298 CORRIDOR CONC LVT RB RB RB RB PT PT PT PT ACT
INTERIOR FINISH LEGEND
MATERIAL CODE B.O.D. MANUF. DESCRIPTION COMMENTS
ACOUSTIC CEILING TILE ACT ARMSTRONG 2 X 2 W/ LAY. IN GRID
ACOUSTIC CEILING TILE ACT-2 ARMSTRONG CERAMIC FACED 2X2 ACT CEILING TILE
IN ALUMINUM GRID, USDA-FSIS
APPROVED
ACOUSTIC CEILING TILE ACT-3 ARMSTRONG MOLD RESISTANT ACOUSTICAL
CEILING TILE W/ PREFINISHED
WHITE ALUMINUM GRID
ACOUSTIC WALL PANELS AWP ATS ACOUSTICS COMMERCIAL GRADE FABRIC WRAPPED
ACOUSTIC PANELS. CLASS A RATING
ASSEMBLY HALL
CARPET TILE CPT INTERFACE OPEN AIR. 50 CM X 50 CM
CERAMIC TILE CT CROSSVILLE 12 X 24 PORCELAIN FLOOR AND WALL
TILE
5 FEET HIGH WAINSCOT WHEN
USED ON WALLS
EPOXY PAINT EPT
EXISTING FINISH EX N/A EXISTING FINISH TO REMAIN
GYPSUM WALL BOARD GWB BY CONTRACTOR PER USAR DESIGN GUIDE 20 OCT
2023 AND UFC REQUIREMENTS
LUXURY VINYL TILE LVT INTERFACE 20 MIL WEAR LAYER G.O. SUITE
OPEN TO STRUCTURE OTS SHERWIN WILLIAMS ALL OPEN STRUCTURE TO BE
PAINTED
PAINT PT SHERWIN WILLIAMS LOW VOC PAINT
QUARRY TILE QT CROSSVILLE TEXTURED IN WALK AREAS, INCLUDING
OFFICE. SMOOTH FINISH UNDER EQUIP.
EPOXY GROUT.
RUBBER WALL BASE, 4"H COVE RB TARKETT 4" BH RUBBER COVE BASE
RESINOUS FLOORING RES STONHARD MULTI-COLOR DECORATIVE CHIPS
(100% COVERAGE), 3-PART
APPLICATION MIN.
RUBBER TILE RT NORA NORA PLAN ENVIRON CARE
SEALED CONCRETE SC ASHFORD FORMULA
STATIC DISSIPATIVE RESINOUS
EPOXY
SDRE DUR-A-FLEX DUR-A-GARD
STATIC DISSIPATIVE TILE SDT TARKETT 12" X 12" STATIC DISSAPATIVE RUBBER
TILE
SOLID SURFACE SS CORIAN FULL HT. SOLID SURFACE WALL
PANELS (SHOWER ROOMS)
VULCANIZED RUBBER FLOORING,
9MM MIN.
VRF 1/2" THICK, MIN., SPECKLED, THROUGH
BODY COLOR
WALK OFF MAT SYSTEM WOM PEDI.MAT
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
J U
L Y
W
2Q R
R
_P la ns -0
UP
UP
UP
A R
E A
B
A R
E A
A
A R
E A
B
A R
E A
A
A R
E A
B
A R
E A
C
AREA 'B'
AREA 'C'
TR 1
LARGE
TEAM ROOM
MECHANICAL ROOM
UNIT STORAGE
ARMS VAULT
UNIT STORAGE
UNIT STORAGE
LACTATION
ROOM
KITCHEN
WOMEN
FAMILY SUPPORT
OFFICE
RETENTION OFFICE
LOBBY
STORAGE
MEN
ELEVATOR 1
EL 1STAIR 5
ST5
CORRIDOR
CORRIDOR
VEST
CORRIDOR
CORRIDOR
LOBBY
CORRIDOR
STAIR 1
ST1
STAIR 4
ST4
BB
BB
ST-4
D -2
CH-6
CH-6 CH-1
CH-7
CH-7
T-6
T-5 CH-6
16' - 2 3/4" 16' - 2 3/4"
T-6 CH-7
ST-3
D-2
CH-1
ST-4
ST-2ST-3
ST-2
TYP.2
TYP.6
JAN
SMALL
TEAM ROOM
PANTRY
ELECTRICAL
ST-3
CH-1
CH-6
D-2
TYP.6
CH-1
D-2
ARCC
OFFICE
STORAGE
TABLES:
T-5: 48 DIA. CONF. TABLE W/ WOOD TOP
TOTAL QUANTITY:1
T-6: WOOD SIDE TABLE
TOTAL QUANTITY:2
DESKS:
D-2: L-SHAPE UNIT W/WOOD TOP; OVERHEAD W/TASK LT;
BOX/BOX/FILE; FILE/FILLE.
TOTAL QUANTITY:3
STORAGE:
ST-1: 48" X 24" D TALL, HEAVY DUTY STORAGE SHELF
UNITS
TOTAL QUANTITY: 232
ST-2: LATERAL FILE. METAL W/ WOOD FRONT.
TOTALL QUANTITY:2
ST-3: WOOD BOOKCASE
TOTAL QUANTITY:3
ST-4: FREE STANDING LITERATURE RACK
TOTAL QUANTITY:1
ST-5: 5-DRAWER FILE; LOCKABLE
TOTAL QUANTITY:1
CHAIR:
CH-6: GUEST CHAIR, W/ ARMS; UPHOLST. SEAT AND
BACK; HIGH PERFORMANCE FABRIC.
TOTAL QUANTITY:14
CH-7: FULLY UPHOLST. LOUNGE CHAIR WITH HIGH
PERFORMANCE FABRIC
TOTAL QUANTITY: 7
NOTE: ALL STEEL SHELVING (AS SPECIFIED IN USAR
DESIGN GUIDE 20OCT2024), IN UNIT STORAGE ROOMS
173, 174, 175 IS PART OF THE CONSTRUCTION
CONTRACT UNDER OMAR FUNDING."
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
T E
T R
A T
E C
H
IN
C
U
S H
W Y
L o u is v ill e
K Y
P h o n e
-5
F a x
(5
-5 w w w .t e tr a te c h .c o m
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
I-112
F
IR
S T
F L
O O
R F
U R
N
IT
U R
E P
L A
N
A R
E A
B
U S
A R
M Y
R E
S E
R V
E
E
A R
M Y
P O
S T
R D
D
E S
M O
IN
E
S
IA
L
O U
IS
V
IL
L
E L
O U
IS
V
IL
L
E
K E
N T
U C
K Y
L G
R
IM
M E
L S
M A
N
S
A M
IR
I
E
M A
L D
O N
A D
O
J
U L Y
C E
R T
IF
IE
D F
IN
A
L R
F P
S U
B M
IT
T
A L
D E
S M
O
IN
E S
A R
M Y
R E
S E
R V
E C
E N
T E
R D
/B R
F P
D E
V E
L O
P M
E N
T F
O R
A R
M Y
R E
S E
R V
E C
E N
T E
R B
U
IL
D
IN
G
V
E H
IC
L E
M A
IN
T
E N
A N
C E
S H
O P
B U
IL
D
IN
G
P
F
Y
1/8" = 1'-0"I-112
ARC - FIRST FLOOR PLAN - AREA 'B'A1
OVERALL BUILDING FURNITURE QTY
MARK COUNT
C-4 2
CH-1 323
CH-2 86
CH-3 4
CH-4 148
CH-5 8
CH-6 12
CH-7 3
CH-8 168
CH-9 6
CH-10 34
CH-11 4
CH-12 1
CH-13 14
D-1 80
D-2 4
D-3 4
D-4 1
D-6 5
M-1 1
ST-1 269
ST-2 3
ST-3 3
ST-4 4
ST-7 4
ST-8 4
ST-9 2
T-1 43
T-3 4
T-4 2
T-5 1
T-6 2
T-7 21
T-8 5
T-9 1
T-11 3
WS-1 174
WS-2 82
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
J U
L Y
W
2Q R
R
_P la ns -0
X X X X X X X X X X X X X X
X X
X X
X
X
X X
XX
X X
S
San San
San
San
San
San
San
San
San
CO
S San San
San
San
San
San
San
D
San
San
D
D
StS StS StS StS StS StS StS StSStS StS StS StS StS StS StS StS
BUILDING 100
UNITED STATE ARMY RESERVE CENTER
2-STORY
BRICK
LANDSCAPE RIVER ROCK
LANDSCAPE RIVER ROCK
LANDSCAPE RIVER ROCK
ROCK
AC UNIT
AC UNIT
LANDSCAPE RIVER ROCK
PICNIC TABLE
PICNIC TABLE
BBQ
TRASH CAN
TRASH CAN
BBQ
DAMAGED
LIGHT POLE
BASE
TREE STUMP
SATELLITE PAD
OPE
N
AI
R
PI
CN
IC
SH
EL
TE
R
PCC
PAD
MONUMENT
TRASH CAN
TREE STUMP
PLANTER BOX
PLANTER BOX
TOMBSTONE
6-INCH CLAY
8-INCH CLAY
UNKNOWN SIZE-FIELD
VERIFY
8-INCH CLAY
O
VER
H
AN
G
OVERHANG
TRAFFIC CONTROL MANHOLETELE. PED
TELE. HANDHOLE
TELE. HANDHOLE
StS StS
"U.S. ARMY RESERVE" SIGN
EAST ARMY POST ROAD
FLAGPOLE
STAIRS
BM
BM
BM
BM
BM
BUILDING
1-STORY
BRICK
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
OVERHEAD DOOR
DOOR
GATE
GATE
DOOR W/ OVERHANG
DOOR W/ OVERHANG
E
E ELECTRICAL RISER
PICNIC TABLES
CIRCULAR PLANTER
CONDUIT
WALL MOUNTED AC UNIT
FO FO FO FO FO FO FO FO FO FO
FO
72-INCH DIA. TREE
54-INCH DIA. TREE
12-INCH DIA. TREE
16-INCH DIA. TREE
48-INCH DIA. TREE
48-INCH DIA. TREE
OHE
OHE
OHEOHE
OHE
OHE
OHE
OHE
OHEOHE
OHE
OHE
OH
E
OH
E
E E E E E E E E E E E E
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
W W W W W W W W W W W W W W W W W W W W W W W W W W
StS StS StS
W W
W W
W
W
W
W
W
W W
W
CB
SIGN LIGHTS
SE 3RD STREET
SE 2N
D
STR
EET
LEFT TURN ARROW
BROKEN LANE LINE (WHITE)
BROKEN LANE
LINE (WHITE) SOLID LANE LINE (WHITE)
DOUBLE CENTERLINE (YELLOW)
NO PASSING ZONE LINE (YELLOW)
8-INCH WATERMAIN (PVC)
8-INCH WATERMAIN
(CAST IRON)
FIRE HYDRANT
FIRE HYDRANT ASSEMBLY
VALVE
24-INCH DIA. TREE
TRAFFIC CONTROL HANDHOLE
HANDHOLE
ICN MECHANICAL CABINET
TRAFFIC CONTROL BASE
E E
6-INCH DIA. TREE
G
LANDSCAPE RIVER ROCK
50.00' INGRESS/EGRESS EASEMENT
BOOK 7811, PAGE 354
EAST ARMY POST ROAD
SOMERSET RESIDENTIAL COOPERATIVE
STORM CATCH BASIN
GRATE=948.23
INV. OUT EAST=
STORM CATCH BASIN
GRATE=
DOWNSPOUT GRATE
INV.=949.62
DOWNSPOUT GRATE
INV.=949.56
4-INCH TRENCH DRAIN W/ GRATE
15-INCH RCP
4-INCH TRENCH DRAIN W/ GRATE
4-INCH TRENCH DRAIN W/ GRATE
15-INCH RCP
12-INCH RCP
10-INCH RCP
STORM SEWER CATCH BASIN
GRATE=943.94
INV. IN WEST=940.84
INV. IN NORTH=939.44
INV. OUT EAST=938.96
STORM SEWER SW-505 STRUCTURE
GRATE=944.18
INV. OUT SOUTH=939.68
15-INCH RCP
SANITARY CLEAN OUT
RIM=952.50
NO PIPES VISIBLE
BOTTOM OF STRUCTURE=946.50
36-INCH DIA. TREE
32-INCH DIA. TREE
89-INCH DIA. TREE
96-INCH DIA. TREE
DOOR CP TEST
E
E
E
E
E
T
T
T
T
T
G
E
E E
E E
G G
G
GAS RISER
ELECTRICAL RISER
G
G
G
G
G
GAS RISER
STORM MANHOLE
RIM=951.12
INV. IN WEST=945.12
INV. IN SOUTH=944.97
INV. OUT
EAST=944.92
"SOMERSET" SIGN
CAN WASH DRAIN
RIM=949.86
NO PIPES VISIBLE
OIL/WATER SEPARATOR
VAULT=950.90
TOP OF 6-INCH PIPE=945.10
NO OPEN PIPES
OVERHEAD DOOR
GAS RISER
24-INCH DIA. TREE
STORM MANHOLE
RIM=947.51
INV. IN WEST=943.51
INV. OUT EAST=943.06
SANITARY MANHOLE (CASTING COVERED WITH ASPHALT)
RIM=950.79
INV. IN EAST=944.12
INV. OUT SOUTHEAST=943.92
SANITARY MANHOLE (CASTING
COVERED WITH ASPHALT)
RIM=949.66
INV. IN NORTHWEST=943.20
INV. IN NORTHEAST=943.16
INV. OUT SOUTHEAST=943.16
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD
LODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LODLOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
X X
D
D
S
S
S
S
San
S
S
CO
S
StS
D
D
DStSStS
D
CO
CO
E
BUILDING 100
UNITED STATE ARMY RESERVE CENTER
2-STORY
BRICK
BUILDING 101
1-STORY
BRICK
BUILDING 102
1-STORY
METAL
PULL-UP BARS
TETHER BALL
MAILBOX
LANDSCAPE RIVER ROCK
LANDSCAPE RIVER ROCK
LANDSCAPE RIVER ROCK
ROCK
AC UNIT
AC UNIT
LANDSCAPE RIVER ROCK
PICNIC TABLE
PICNIC TABLE
BBQ
TRASH CAN
TRASH CAN
BBQ
DAMAGED
LIGHT POLE
BASE
TREE STUMP
SATELLITE PAD
OPE
N
AI
R
PI
CN
IC
SH
EL
TE
R
PCC
PAD
MONUMENT
TRASH CAN
TREE STUMP
PLANTER BOX
PLANTER BOX
TOMBSTONE
6-INCH CLAY
8-INCH CLAY
UNKNOWN SIZE-FIELD
VERIFY
8-INCH CLAY
SANITARY MANHOLE
RIM=949.12
INV. IN NORTH=942.66
INV. IN WEST=942.54
INV. OUT SOUTH=942.54
6-INCH CLAY
8-INCH CLAY
SANITARY MANHOLE
RIM=949.14
INV. IN NORTHWEST=942.89
INV. IN NORTH=942.35
INV. OUT SOUTH=942.35
6-INCH CLAY
8-INCH CLAY
SANITARY MANHOLE
8-INCH CLAY
8-INCH PVC
O
VER
H
AN
G
OVERHANG
TRAFFIC CONTROL MANHOLETELE. PED
TELE. HANDHOLE
TELE. HANDHOLE
"U.S. ARMY RESERVE" SIGN
EAST ARMY POST ROAD
FLAGPOLE
STAIRS
BM
BM
BM
BM
BM
BM
BM
BM
GATE
BUILDING
1-STORY
BRICK
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
OVERHEAD DOOR
DOOR
DOOR
DOOR
DOOR
OVERHEAD
DOOR
DOOR
OVERHEAD DOOR
LANDSCAPE ROCK
500-GALLON FUEL TANK
GATE
GATE
DOOR W/ OVERHANG
DOOR W/ OVERHANG
ELECTRICAL RISER
PICNIC TABLES
CIRCULAR PLANTER
CONDUIT
WALL MOUNTED AC UNIT
FO
72-INCH DIA. TREE
54-INCH DIA. TREE
12-INCH DIA. TREE
16-INCH DIA. TREE
48-INCH DIA. TREE
48-INCH DIA. TREE
OHE
EFO FO
W W
W
CB
D
D
SANITARY SEWER MANHOLE
SIGN LIGHTS
SE 3RD STREET
SE 2N
D
STR
EET
LEFT TURN ARROW
BROKEN LANE LINE (WHITE)
BROKEN LANE
LINE (WHITE) SOLID LANE LINE (WHITE)
DOUBLE CENTERLINE (YELLOW)
NO PASSING ZONE LINE (YELLOW)
8-INCH WATERMAIN (PVC)
8-INCH WATERMAIN
(CAST IRON)
FIRE HYDRANT
VALVE
VALVE
24-INCH DIA. TREE
41-INCH DIA. TREE
TRAFFIC CONTROL HANDHOLE
HANDHOLE
ICN MECHANICAL CABINET
TRAFFIC CONTROL BASE
36-INCH DIA. TREE
LANDSCAPE RIVER ROCK
10.00' PUBLIC UTILITY
EASEMENT/10.00'
BUILDING SETBACK
BOOK 7811 PAGE 354
30.00' STORM SEWER EASEMENT
BOOK 7811, PAGE 354
50.00' INGRESS/EGRESS EASEMENT
BOOK 7811, PAGE 354
EAST ARMY POST ROAD
SOMERSET RESIDENTIAL COOPERATIVE
STORM CURB INLET
RIM=938.72
INV. IN WEST=935.30
INV. OUT EAST =935.22
INV.=935.46
24-INCH RCP
18-INCH RCP
STORM CURB INLET
RIM=947.51
INV. IN SOUTHWEST=941.11
INV. OUT EAST =936.41
18-INCH PVC
STORM CATCH BASIN
GRATE=948.46
INV. IN WEST=943.06
INV. OUT NORTHEAST =942.96
18-INCH PVC
STORM CATCH BASIN
GRATE=949.19
INV. IN NORTH=944.23
INV. OUT EAST =944.11
12-INCH PVC
STORM CATCH BASIN
GRATE=950.00
INV. OUT SOUTH =944.94
STORM CATCH BASIN
GRATE=948.23
INV. OUT EAST=
STORM CATCH BASIN
GRATE=
DOWNSPOUT GRATE
INV.=949.62
DOWNSPOUT GRATE
INV.=949.56
4-INCH TRENCH DRAIN W/ GRATE
15-INCH RCP
4-INCH TRENCH DRAIN W/ GRATE
4-INCH TRENCH DRAIN W/ GRATE
15-INCH RCP
12-INCH RCP
10-INCH RCP
STORM SEWER CATCH BASIN
GRATE=943.94
INV. IN WEST=940.84
INV. IN NORTH=939.44
INV. OUT EAST=938.96
12-INCH RCP
STORM SEWER MANHOLE
RIM=938.52
INV. IN NORTHEAST =933.81
INV. IN WEST=932.92
INV. OUT SOUTHEAST=932.82
STORM SEWER MANHOLE
RIM=938.80
INV. IN NORTHWEST =930.90
INV. OUT EAST=930.80
24-INCH RCP
STORM SEWER SW-505 STRUCTURE
GRATE=944.18
INV. OUT SOUTH=939.68
15-INCH RCP
SANITARY CLEAN OUT
RIM=952.50
NO PIPES VISIBLE
BOTTOM OF STRUCTURE=946.50
ELECTRICAL RISER
OIL/WATER SEPARATOR
VAULT=949.77
NO OPEN PIPES
36-INCH DIA. TREE
32-INCH DIA. TREE
89-INCH DIA. TREE
96-INCH DIA. TREE
48-INCH DIA. TREE
120-INCH
DIA. TREE
DOOR CP TEST
G
GAS RISER
ELECTRICAL RISER
GAS RISER
STORM MANHOLE
RIM=951.12
INV. IN WEST=945.12
INV. IN SOUTH=944.97
INV. OUT
EAST=944.92
"SOMERSET" SIGN
LANDSCAPE LAVA ROCK
8-INCH CLAY
DOOR
OVERHEAD DOOR
GROUND WIRE
SANITARY MANHOLE
RIM=949.18
INV. IN NORTH=943.11
INV. OUT SOUTHEAST=942.83
CAN WASH DRAIN
RIM=949.86
NO PIPES VISIBLE
OIL/WATER SEPARATOR
VAULT=950.90
TOP OF 6-INCH PIPE=945.10
NO OPEN PIPES
OVERHEAD DOOR
GAS RISER
24-INCH DIA. TREE
STORM MANHOLE
RIM=947.51
INV. IN WEST=943.51
INV. OUT EAST=943.06
SANITARY MANHOLE
RIM=950.03
INV. IN WEST=943.83
INV. IN NORTH=941.73
INV. OUT SOUTHWEST=941.68
SANITARY MANHOLE (CASTING COVERED WITH ASPHALT)
RIM=950.79
INV. IN EAST=944.12
INV. OUT SOUTHEAST=943.92
SANITARY MANHOLE (CASTING
COVERED WITH ASPHALT)
RIM=949.66
INV. IN NORTHWEST=943.20
INV. IN NORTHEAST=943.16
INV. OUT SOUTHEAST=943.16
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
(BID OPTION)
(BID OPTION)
(BID OPTION)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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R
S
D R
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B Y:
D
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B
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SU
BM
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D B
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SI
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C H
EC
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D B
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AN
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SU
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AT
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C O
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N O
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AT
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N N
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3 5 7 9 11 13 15 17
L
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C
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AT
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C R
IP
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2 4 6 8 10 12 14 16 20
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Pe ac ht re e C or ne rs , G
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ES
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LEGEND:
SCALE: 1" = 30' 0 15' 30' 60' 90'A1 DEMOLITION PLAN
NORTH CD101
MATCH LINE - SEE SHEET CD102 FOR CONTINUATION
KEY PLAN
N.T.S.
SHEET KEYNOTES
1. DEMOLISH EXISTING 6' HIGH FENCE AROUND
PERIMETER OF VMS AREA (BID OPTION)
2. DEMOLISH FULL DEPTH EXISTING ASPHALT
PAVEMENT TO THE BOTTOM OF AGGREGATE BASE
(1.5 FEET DEEP PER GEOTECH REPORT)
(BID OPTION)
3. MILL EXISTING ASPHALT (4")
4. PROTECT EXISTING STORM PIPE AT ALL TIMES
THROUGHOUT DEMOLITION PHASE.
5. DEMOLISH EXISTING CURB AND GUTTER
6. DEMOLISH EXISTING SIDEWALK
7. DEMOLISH EXISTING TREE
8. PROTECT SIGN
9. PROTECT EXISTING CURB AND GUTTER
10. PROTECT EXISTING UTILITY MANHOLE / FEATURE
DURING DEMOLITION PHASE
11. DEMOLISH EXISTING SANITARY SEWER LINE
12. PROTECT EXISTING TREES. USE TREE PROTECTION
FENCE. (BID OPTION)
13. REMOVE EXISTING CANNONS AND TURN OVER TO
GOVERNMENT.
14. NOT USED.
15. PROTECT EXISTING UTILITY LINES AT ALL TIMES
THROUGHOUT CONSTRUCTION.
16. DEMOLISH EXISTING OIL WATER SEPARATOR
17. PROTECT EXISTING LIGHT POLE
18. REMOVE EXISTING AND SALVAGE SIGN
19. SAWCUT AND DEMOLISH ASPHALT PAVEMENT FOR
HDD BORE PIT. (BID OPTION)
20. REMOVE AND SALVAGE AC UNITS
21. DEMOLISH FULL DEPTH EXISTING ASPHALT
PAVEMENT TO THE BOTTOM OF AGGREGATE BASE
(1.5 FEET DEEP PER GEOTECH REPORT)
22. LANDSCAPE RIVER ROCK REMOVAL.
23. DEMOLISH 6" HIGH FENCE FOR UTILITY INSTALLATION
24. PROTECT EXISTING FENCE.
25. REMOVE EXISTING CONCRETE MONUMENT AND
TURN OVER TO GOVERNMENT.
FULL DEPTH REMOVAL ASPHALT PAVEMENT
MILL EXISTING ASPHALT (4")
DEMOLISH / REMOVE EXISTING CONCRETE
SIDEWALK/ FLUME/ MONUMENT/ DRIVEWAY/AC
UNITS
DEMOLISH UTILITY
DEMOLISH EXISTING FENCE
DEMOLISH CURB AND GUTTER
LANDSCAPE RIVER ROCK REMOVAL
DEMOLISH EXISTING TREE
LIMITS OF DISTURBANCE
X X
GENERAL SHEET NOTES
1. THIS PLAN IS CONCEPTUAL IN NATURE AND
SUBJECT TO CHANGE AS THE DESIGN
PROGRESSES.
2. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
3. REFER TO SHEET C-002 TO C-004 FOR GENERAL
CIVIL NOTES.
4. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ
WITH THE FULL SET TO BEST ENSURE PROPER
INTERPRETATION.
5. EROSION AND SEDIMENT CONTROL MEASURES
AND TEMPORARY CONSTRUCTION FENCING
SHALL BE IN PLACE PRIOR TO COMMENCEMENT
OF CONSTRUCTION AND REMAIN IN PLACE.
6. CONCURRENT WITH DEMOLITION, CONTRACTOR
SHALL ESTABLISH SURVEY CONTROL NETWORK
OUTSIDE LIMITS OF DEMOLITION PRIOR TO
COMMENCEMENT OF WORK. THIS WORK MUST
BE PERFORMED BY A LICENSED AND
REGISTERED IOWA LAND SURVEYOR.
7. ALL DEMOLITION WORK SHALL BE
COORDINATED WITH CONTRACTOR'S
SCHEDULE, LOGISTICS PLAN (APPROVED BY
OWNER), AND EROSION, SEDIMENTATION, AND
POLLUTION CONTROL PLAN PRIOR TO WORK.
8. UTILITIES THAT ARE STATED TO BE PROTECTED
SHALL BE PROTECTED THROUGHOUT ALL
PHASES OF CONSTRUCTION.
9. COORDINATE WITH COR FOR REMOVAL AND
TRANSPORTATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT.
CD101
CD102
D
EM
O
LI
TI
O
N P
LA
N
X
X
XX
X
LOD LOD
(BID OPTION)
(BID OPTION)
(BID OPTION)
(BID OPTION)
(BID
OPTION)
(BID OPTION)5
18(BID OPTION)
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/1
2/
W
2Q R
R
_P la ns -0
X X X X X X X X X X X X X X
X X
X X
X
XX
X X
S
San San
San
San
San
San
San
San
San
CO
S San San
San
San
San
San
San
D
San
D
D
StS StS StS StS StS StS StS StSStS StS StS StS StS StS StS StS
BUILDING 100
UNITED STATE ARMY RESERVE CENTER
2-STORY
BRICK
LANDSCAPE RIVER ROCK
LANDSCAPE RIVER ROCK
LANDSCAPE RIVER ROCK
ROCK AC UNIT
PICNIC TABLE
PICNIC TABLE
BBQ
TRASH CAN
TRASH CAN
BBQ
DAMAGED
LIGHT POLE
BASE
SATELLITE PAD
OPE
N
AI
R
PI
CN
IC
SH
EL
TE
R
PCC
PAD
TRASH CAN
TREE STUMP
PLANTER BOX
PLANTER BOX
TOMBSTONE
6-INCH CLAY
8-INCH CLAY
UNKNOWN SIZE-FIELD
VERIFY
8-INCH CLAY
O
VER
H
AN
G
OVERHANG
TRAFFIC CONTROL MANHOLETELE. PED
TELE. HANDHOLE
TELE. HANDHOLE
StS StS
"U.S. ARMY RESERVE" SIGN
EAST ARMY POST ROAD
FLAGPOLE
STAIRS
BM
BM
BM
BM
BM
BUILDING
1-STORY
BRICK
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
OVERHEAD DOOR
DOOR
GATE
GATE
DOOR W/ OVERHANG
DOOR W/ OVERHANG
E
E ELECTRICAL RISER
PICNIC TABLES
CIRCULAR PLANTER
CONDUIT
WALL MOUNTED AC UNIT
FO FO FO FO FO FO FO FO FO FO
FO
72-INCH DIA. TREE
54-INCH DIA. TREE
OHE
OHE
OHEOHE
OHE
OHE
OHE
OHE
OHEOHE
OHE
OHE
OH
E
OH
E
E E E E E E E E E E E E
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
W W W W W W W W W W W W W W W W W W W W W W W W W W
StS StS StS
W W
W W
W
W
W
W
W
W W
W
CB
SIGN LIGHTS
SE 3RD STREET
SE 2N
D
STR
EET
LEFT TURN ARROW
BROKEN LANE LINE (WHITE)
BROKEN LANE
LINE (WHITE) SOLID LANE LINE (WHITE)
DOUBLE CENTERLINE (YELLOW)
NO PASSING ZONE LINE (YELLOW)
8-INCH WATERMAIN (PVC)
8-INCH WATERMAIN
(CAST IRON)
FIRE HYDRANT
FIRE HYDRANT ASSEMBLY
VALVE
24-INCH DIA. TREE
TRAFFIC CONTROL HANDHOLE
HANDHOLE
ICN MECHANICAL CABINET
TRAFFIC CONTROL BASE
E E
6-INCH DIA. TREE
G
LANDSCAPE RIVER ROCK
50.00' INGRESS/EGRESS EASEMENT
BOOK 7811, PAGE 354
EAST ARMY POST ROAD
SOMERSET RESIDENTIAL COOPERATIVE
STORM CATCH BASIN
GRATE=948.23
INV. OUT EAST=
STORM CATCH BASIN
GRATE=
DOWNSPOUT GRATE
INV.=949.62
DOWNSPOUT GRATE
INV.=949.56
4-INCH TRENCH DRAIN W/ GRATE
15-INCH RCP
4-INCH TRENCH DRAIN W/ GRATE
4-INCH TRENCH DRAIN W/ GRATE
15-INCH RCP
12-INCH RCP
10-INCH RCP
STORM SEWER CATCH BASIN
GRATE=943.94
INV. IN WEST=940.84
INV. IN NORTH=939.44
INV. OUT EAST=938.96
STORM SEWER SW-505 STRUCTURE
GRATE=944.18
INV. OUT SOUTH=939.68
15-INCH RCP
SANITARY CLEAN OUT
RIM=952.50
NO PIPES VISIBLE
BOTTOM OF STRUCTURE=946.50
36-INCH DIA. TREE
32-INCH DIA. TREE
89-INCH DIA. TREE
96-INCH DIA. TREE
DOOR CP TEST
E
E
E
E
E
T
T
T
T
T
G
E
E E
E E
G G
G
GAS RISER
ELECTRICAL RISER
G
G
G
G
G
GAS RISER
STORM MANHOLE
RIM=951.12
INV. IN WEST=945.12
INV. IN SOUTH=944.97
INV. OUT
EAST=944.92
"SOMERSET" SIGN
CAN WASH DRAIN
RIM=949.86
NO PIPES VISIBLE
OIL/WATER SEPARATOR
VAULT=950.90
TOP OF 6-INCH PIPE=945.10
NO OPEN PIPES
OVERHEAD DOOR
GAS RISER
24-INCH DIA. TREE
STORM MANHOLE
RIM=947.51
INV. IN WEST=943.51
INV. OUT EAST=943.06
SANITARY MANHOLE (CASTING COVERED WITH ASPHALT)
RIM=950.79
INV. IN EAST=944.12
INV. OUT SOUTHEAST=943.92
SANITARY MANHOLE (CASTING
COVERED WITH ASPHALT)
RIM=949.66
INV. IN NORTHWEST=943.20
INV. IN NORTHEAST=943.16
INV. OUT SOUTHEAST=943.16
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD
LODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LODLOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
CO
CO
CO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
S
H
H
H
EOP: 948.33
EOP: 945.11
EOP: 946.93
949.69
949.29
949.12 949.41
949.54
949.59
EOP: 948.30
EOP: 948.34
942.98
942.64
950.98
951.08
BC: 949.95
950.63950.25
950.17
949.85 949.56
949.56
949.93
949.62
EOP: 945.21
944.97
951.35
949.30
949.16
951.36
950.97
950.73
949.68
EOP: 945.00
949.42949.37
951.10
951.26
951.44 951.44
951.05
950.18
950.29
951.00
951.11
951.50
951.36
946.36946.57
948.94
948.88
EOP: 949.70
EOP: 949.39
EOP: 950.62
EOP: 950.72
EOP: 949.60
EOP: 950.50
EOP: 950.04
EOP: 950.26
EOP: 950.00
EOP: 950.56
EOP: 950.62
EOP: 950.30
946.32 945.81
945.13
944.67
944.55 944.55
950.79
950.80 950.90
951.37
951.21951.40
EOP: 947.55
EOP: 946.53
EOP: 947.56
-4.9%
-4.6%
-1.0%
EOP: 947.45
951.02
950.91
EOP: 941.61
EOP: 946.50 EOP: 945.40
EOP: 944.51
EOP: 945.87
94894
951.12
X X
D
D
S
S
S
S
San
S
S
CO
S
StS
D
D
DStSStS
D
CO
CO
E
BUILDING 100
UNITED STATE ARMY RESERVE CENTER
2-STORY
BRICK
BUILDING 101
1-STORY
BRICK
BUILDING 102
1-STORY
METAL
PULL-UP BARS
TETHER BALL
MAILBOX
LANDSCAPE RIVER ROCK
LANDSCAPE RIVER ROCK
LANDSCAPE RIVER ROCK
ROCK AC UNIT
PICNIC TABLE
PICNIC TABLE
BBQ
TRASH CAN
TRASH CAN
BBQ
DAMAGED
LIGHT POLE
BASE
SATELLITE PAD
OPE
N
AI
R
PI
CN
IC
SH
EL
TE
R
PCC
PAD
TRASH CAN
TREE STUMP
PLANTER BOX
PLANTER BOX
TOMBSTONE
6-INCH CLAY
8-INCH CLAY
UNKNOWN SIZE-FIELD
VERIFY
8-INCH CLAY
SANITARY MANHOLE
RIM=949.12
INV. IN NORTH=942.66
INV. IN WEST=942.54
INV. OUT SOUTH=942.54
6-INCH CLAY
8-INCH CLAY
SANITARY MANHOLE
RIM=949.14
INV. IN NORTHWEST=942.89
INV. IN NORTH=942.35
INV. OUT SOUTH=942.35
6-INCH CLAY
8-INCH CLAY
SANITARY MANHOLE
8-INCH CLAY
8-INCH PVC
O
VER
H
AN
G
OVERHANG
TRAFFIC CONTROL MANHOLETELE. PED
TELE. HANDHOLE
TELE. HANDHOLE
"U.S. ARMY RESERVE" SIGN
EAST ARMY POST ROAD
FLAGPOLE
STAIRS
BM
BM
BM
BM
BM
BM
BM
BM
GATE
BUILDING
1-STORY
BRICK
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
OVERHEAD DOOR
DOOR
DOOR
DOOR
DOOR
OVERHEAD
DOOR
DOOR
OVERHEAD DOOR
LANDSCAPE ROCK
500-GALLON FUEL TANK
GATE
GATE
DOOR W/ OVERHANG
DOOR W/ OVERHANG
ELECTRICAL RISER
PICNIC TABLES
CIRCULAR PLANTER
CONDUIT
WALL MOUNTED AC UNIT
FO
72-INCH DIA. TREE
54-INCH DIA. TREE
OHE
EFO FO
W W
W
CB
D
D
SANITARY SEWER MANHOLE
SIGN LIGHTS
SE 3RD STREET
SE 2N
D
STR
EET
LEFT TURN ARROW
BROKEN LANE LINE (WHITE)
BROKEN LANE
LINE (WHITE) SOLID LANE LINE (WHITE)
DOUBLE CENTERLINE (YELLOW)
NO PASSING ZONE LINE (YELLOW)
8-INCH WATERMAIN (PVC)
8-INCH WATERMAIN
(CAST IRON)
FIRE HYDRANT
VALVE
VALVE
24-INCH DIA. TREE
41-INCH DIA. TREE
TRAFFIC CONTROL HANDHOLE
HANDHOLE
ICN MECHANICAL CABINET
TRAFFIC CONTROL BASE
36-INCH DIA. TREE
LANDSCAPE RIVER ROCK
10.00' PUBLIC UTILITY
EASEMENT/10.00'
BUILDING SETBACK
BOOK 7811 PAGE 354
30.00' STORM SEWER EASEMENT
BOOK 7811, PAGE 354
50.00' INGRESS/EGRESS EASEMENT
BOOK 7811, PAGE 354
EAST ARMY POST ROAD
SOMERSET RESIDENTIAL COOPERATIVE
STORM CURB INLET
RIM=938.72
INV. IN WEST=935.30
INV. OUT EAST =935.22
INV.=935.46
24-INCH RCP
18-INCH RCP
STORM CURB INLET
RIM=947.51
INV. IN SOUTHWEST=941.11
INV. OUT EAST =936.41
18-INCH PVC
STORM CATCH BASIN
GRATE=948.46
INV. IN WEST=943.06
INV. OUT NORTHEAST =942.96
18-INCH PVC
STORM CATCH BASIN
GRATE=949.19
INV. IN NORTH=944.23
INV. OUT EAST =944.11
12-INCH PVC
STORM CATCH BASIN
GRATE=950.00
INV. OUT SOUTH =944.94
STORM CATCH BASIN
GRATE=948.23
INV. OUT EAST=
STORM CATCH BASIN
GRATE=
DOWNSPOUT GRATE
INV.=949.62
DOWNSPOUT GRATE
INV.=949.56
4-INCH TRENCH DRAIN W/ GRATE
15-INCH RCP
4-INCH TRENCH DRAIN W/ GRATE
4-INCH TRENCH DRAIN W/ GRATE
15-INCH RCP
12-INCH RCP
10-INCH RCP
STORM SEWER CATCH BASIN
GRATE=943.94
INV. IN WEST=940.84
INV. IN NORTH=939.44
INV. OUT EAST=938.96
12-INCH RCP
STORM SEWER MANHOLE
RIM=938.52
INV. IN NORTHEAST =933.81
INV. IN WEST=932.92
INV. OUT SOUTHEAST=932.82
STORM SEWER MANHOLE
RIM=938.80
INV. IN NORTHWEST =930.90
INV. OUT EAST=930.80
24-INCH RCP
STORM SEWER SW-505 STRUCTURE
GRATE=944.18
INV. OUT SOUTH=939.68
15-INCH RCP
SANITARY CLEAN OUT
RIM=952.50
NO PIPES VISIBLE
BOTTOM OF STRUCTURE=946.50
ELECTRICAL RISER
OIL/WATER SEPARATOR
VAULT=949.77
NO OPEN PIPES
36-INCH DIA. TREE
32-INCH DIA. TREE
89-INCH DIA. TREE
96-INCH DIA. TREE
48-INCH DIA. TREE
120-INCH
DIA. TREE
DOOR CP TEST
G
GAS RISER
ELECTRICAL RISER
GAS RISER
STORM MANHOLE
RIM=951.12
INV. IN WEST=945.12
INV. IN SOUTH=944.97
INV. OUT
EAST=944.92
"SOMERSET" SIGN
LANDSCAPE LAVA ROCK
8-INCH CLAY
DOOR
OVERHEAD DOOR
GROUND WIRE
SANITARY MANHOLE
RIM=949.18
INV. IN NORTH=943.11
INV. OUT SOUTHEAST=942.83
CAN WASH DRAIN
RIM=949.86
NO PIPES VISIBLE
OIL/WATER SEPARATOR
VAULT=950.90
TOP OF 6-INCH PIPE=945.10
NO OPEN PIPES
OVERHEAD DOOR
GAS RISER
24-INCH DIA. TREE
STORM MANHOLE
RIM=947.51
INV. IN WEST=943.51
INV. OUT EAST=943.06
SANITARY MANHOLE
RIM=950.03
INV. IN WEST=943.83
INV. IN NORTH=941.73
INV. OUT SOUTHWEST=941.68
SANITARY MANHOLE (CASTING COVERED WITH ASPHALT)
RIM=950.79
INV. IN EAST=944.12
INV. OUT SOUTHEAST=943.92
SANITARY MANHOLE (CASTING
COVERED WITH ASPHALT)
RIM=949.66
INV. IN NORTHWEST=943.20
INV. IN NORTHEAST=943.16
INV. OUT SOUTHEAST=943.16
LOD LOD
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SCALE: 1" = 30' 0 15' 30' 60' 90'A1 GRADING AND DRAINAGE PLAN NORTH
CG101
MATCH LINE - SEE SHEET CG102 FOR CONTINUATION
KEY PLAN
N.T.S.
KEYNOTES STORM LINE
1. NEW 8" PVC PIPE
2. DROP INLET
3. STORM CLEANOUT. (BID OPTION)
4. 6" ROOF DRAIN. (BID OPTION)
5. CONTRACTOR MUST PROVIDE CURB OPENING IF IT IS NOT
PRESENT ON SITE.
6. 8" PERFORATED PVC PAVEMENT UNDERDRAIN (BID OPTION)
7. 8" DIP STORM DRAIN (BID OPTION)
8. 12" DIP STORM DRAIN (BID OPTION)
9. CONCRETE FLUME
10. PIPE DAYLIGHT TO GRADE
GENERAL SHEET NOTES
1. THIS PLAN IS CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE AS THE DESIGN
PROGRESSES.
2. REFER TO SHEET C-001 FOR CIVIL LEGEND AND ABBREVIATIONS.
3. REFER TO SHEETS C-002 TO C-004 FOR CIVIL GENERAL NOTES.
4. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND SHALL BE
READ WITH THE FULL SET TO BEST ENSURE PROPER INTERPRETATION.
5. TOP OF CURB ELEVATION IS APPROXIMATELY 6" ABOVE EDGE OF PAVEMENT.
6. IF ANY BENCHMARKS ARE DAMAGED OR DEMOLISHED, ANY RELOCATED BENCHMARK
MUST BE RESET OR RE-ESTABLISHED BY A LICENSED PROFESSIONAL SURVEYOR.
7. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING AND TOWARD
DRAINAGE STRUCTURES.
CG101
CG102
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(E)HWP-1 (E)HWP-2
(E)BP-1 (E)BP-2
CHWP-1
CHWP-2
ACC-1 ACC-2
(E)GWH-1 (E)GWH-2
1 1
2 2
B-3
BP-3
(E)ET-1
(E)BT-1
(E)CF-1
(E)CF-1
(E)ET-1
(E) 12" ST
CHWP-3 31
(E)B-1 (E)B-2
(E)HWP-1 (E)HWP-2
(E)BP-1 (E)BP-2
(E)GWH-1 (E)GWH-2
2 2
(E)WCC
(E)BT-1
(E)AS-1
(E)CHWP-2 (E)CHWP-1
3 3
(E)CF-1
(E)ET-1
(E)CF-1
US Army Corps of Engineers ®
SHEET ID
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M-401
M E
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A N
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S H
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KEYNOTES:
KEY
# KEYNOTE DESCRIPTION
1 LOCATE NEW AIR COOLED CHILLERS OUTSIDE OF
MECHANICAL ROOM IN NEW MECHANICAL YARD. ROUTE
CHILLED WATER PIPING UNDERGROUND INTO MECHANICAL
ROOM FOR DISTRIBUTION.
2 EXISTING BOILER SYSTEM TO REMAIN. NEW HOT WATER
PIPING, INSULATION, AND APPURTENANCES TO BE PROVIDED.
PROVIDE NEW CONTROLS CONNECTION TO USER INTERFACE.
3 RELOCATE EXISTING EXPANSION TANK, AIR SEPARATOR, AND
BUFFER TANK. PROVIDE NEW CHILLED WATER PUMP, VALVES,
PIPING, MAKE-UP WATER CONNECTIONS, AND
APPURTENANCES.
4 PROVIDE ADDITIONAL BOILER AND BOILER CIRCULATOR PUMP
TO PLANT.
5 EXISTING TANKLESS WATER HEATER TO REMAIN.
6 ASSOCIATED CHILLER COMPONENTS LOCATED ON ROOF - TO
BE DEMOLISHED.
7 RELOCATE CHILLED WATER BUFFER TANK.
8 LOCATE NEW CHILLERS TO AVOID EXISTING AREA DRAIN.
1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES AND
DESIGN CRITERIA.
2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS AND
LEGENDS.
SCALE: 1/4" = 1'-0"A1
ENLARGED MECHANICAL ROOM - NEW WORK
SCALE: 1/4" = 1'-0"A10
ENLARGED MECHANICAL ROOM - DEMOLITION
GENERAL NOTES:
T R
U E
N
PLAN
NORTH
SCALE:
2' 4' 8'0
1/4" = 1'-0"
R
E V
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| A-120 - FIRST FLOOR REFLECTED CEILING PLAN_AMDT 4 |
| I-101 - FINISH LEGEND AND SCHEDULE - FIRST FLOOR_AMDT 4 |
| I-102 - FINISH LEGEND AND SCHEDULE - SECOND FLOOR_AMDT 4 |
| I-112 - FIRST FLOOR FURNITURE PLAN - AREA "B"_AMDT 4 |
| CD101 - DEMOLITION PLAN_AMDT 4 |
| CG101 - GRADING AND DRAINAGE PLAN_AMDT 4 |
| M-401 MECHANICAL HVAC ENLARGED PLANS_AMDT 4 |
File details come from the government source that posted it. Updated .