18R0004_NZAS173001_MMDF_Drawings_-_Part_1_of_3.pdf

PROJECT NO. NZAS173001

TASK ORDER NO: -

P2 NO. 453708

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FISCAL YEAR 2018

CONTRACT NO: -

Seattle District

US Army Corps of Engineers ®

Jacobs Engineering Group Inc.

Texas Registered Engineering Firm F-2966

777 Main Street

Fort Worth, Texas 76102

TEL: (817) 735-6000

FAX: (817) 735-6148

RTA SUBMITTAL

MISSILE MAINTENANCE DISPATCH FACILITY (MMDF)

MALMSTROM AIR FORCE BASE, MONTANA

19 MARCH 2018

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US Army Corps of Engineers ®

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GENERAL

1 G-001 COVER SHEET X X X

2 G-002 DRAWING INDEX X X X

3 G-100 SITE LOCATION MAP AND HAUL ROUTE X X X

4 GC100 EROSION CONTROL PLAN X X X

5 GC500 EROSION CONTROL DETAILS X X X

6 GI004 CODE ANALYSIS X X X

7 GI005 LIFE SAFETY PLAN X X X

8 GI006 AIR BARRIER & VAPOR BARRIER PLAN & SECTIONS X X X

9 GI100 CODE COMPLIANCE SITE PLAN X X X

ARCHITECTURAL

109 A-001 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES X X X

110 AE100 OVERALL FLOOR PLAN X X X

111 AE101 PARTIAL FLOOR PLAN - AREA A X X X

112 AE102 PARTIAL FLOOR PLAN - AREA B X X X

113 AE103 PARTIAL FLOOR PLAN - AREA C X X X

114 AE104 PARTIAL FLOOR PLAN - AREA D X X X

115 AE105 PARTIAL FLOOR PLAN - AREA E X X X

116 AE120 OVERALL REFLECTED CEILING PLAN X X X

117 AE121 PARTIAL REFLECTED CEILING PLAN - AREA A X X X

118 AE122 PARTIAL REFLECTED CEILING PLAN - AREA B X X X

119 AE123 PARTIAL REFLECTED CEILING PLAN - AREA C X X X

120 AE124 PARTIAL REFLECTED CEILING PLAN - AREA D X X X

121 AE125 PARTIAL REFLECTED CEILING PLAN - AREA E X X X

122 AE130 OVERALL ROOF PLAN X X X

123 AE131 PARTIAL ROOF PLAN - AREA A X X X

124 AE132 PARTIAL ROOF PLAN - AREA B X X X

125 AE133 PARTIAL ROOF PLAN - AREA C X X X

126 AE134 PARTIAL ROOF PLAN - AREA D X X X

127 AE135 PARTIAL ROOF PLAN - AREA E X X X

128 AE136 FALL PROTECTION PLAN X

129 A-201 EXTERIOR ELEVATIONS X X X

130 A-202 EXTERIOR ELEVATIONS X X X

131 A-203 EXTERIOR FINISH SCHEDULE X

132 A-301 BUILDING SECTIONS X X X

133 A-302 BUILDING SECTIONS X X X

134 A-311 WALL SECTIONS X X X

135 A-312 WALL SECTIONS X X X

136 A-313 WALL SECTIONS X X X

137 A-314 WALL SECTIONS X X

138 A-315 WALL SECTIONS X X

139 A-316 WALL SECTIONS X X

140 A-317 WALL SECTIONS X X X

141 A-321 WALL SECTION DETAILS X X

142 A-322 WALL SECTION DETAILS X

143 A-323 WALL SECTION DETAILS X

144 A-411 ENLARGED PLANS - RESTROOMS X X X

145 A-433 GUARDRAIL ELEVATIONS X

146 A-434 INTERIOR ELEVATIONS AND SECTIONS X

147 A-501 PLAN DETAILS X X

148 A-502 DETAILS AND SECTIONS X X

149 A-511 RESTROOM ACCESSORIES AND DETAILS X X X

150 A-521 CEILING DETAILS X X

151 A-531 ROOF DETAILS X X

152 A-551 LADDER DETAILS X X

153 A-552 MECHANICAL YARD ENCLOSURE DETAILS X

154 A-553 FALL PROTECTION DETAILS X

155 A-601 PARTITION TYPES AND EXPANSION JOINT DETAILS X X X

156 A-602 PENETRATION DETAILS X X

157 A-611 DOOR AND FRAME SCHEDULE X X X

158 A-612 DOOR AND FRAME TYPES X X X

159 A-621 WINDOW AND LOUVER TYPES X X X

160 A-631 EXTERIOR DOOR DETAILS X X

161 A-632 EXTERIOR DOOR DETAILS X

162 A-633 INTERIOR DOOR DETAILS X X

163 A-642 LOUVER DETAILS X

164 A-901 PERSPECTIVE VIEWS X X X

CIVIL

22 C-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS X X X

23 CD100 DEMOLITION PLAN X X X

24 CS100 SITE PLAN X X X

25 CS110 PAVEMENT MARKING PLAN X X X

26 CG100 GRADING PLAN X X X

27 CG101 DRAINAGE PLAN X X X

28 CG102 STRUCTURE TABLE X

29 CG200 STORM DRAIN PROFILES X X X

30 CG201 STORM DRAIN PROFILES X X X

31 CG202 STORM DRAIN PROFILES X

32 CU100 UTILITY PLAN X X X

33 CU200 SANITARY SEWER PROFILES X X X

34 CU201 WATER PROFILES X X X

35 CU202 WATER PROFILES X

36 CS500 SITE DETAILS X X X

37 CS501 SITE DETAILS X X X

38 CS502 SITE DETAILS X X X

39 CS503 SITE DETAILS X

40 CG500 GRADING AND DRAINAGE DETAILS X X X

41 CG501 GRADING AND DRAINAGE DETAILS X

42 CU500 UTILITY DETAILS X X X

43 CU501 UTILITY DETAILS X X X

STRUCTURAL

104 S-603 COLUMN SCHEDULE X X X

105 S-604 COLUMN SCHEDULE & DETAILS X X X

106 S-605 ROOF JOIST DIAGRAMS X X

107 S-606 JOIST GIRDER DIAGRAMS X X

108 S-607 SPECIAL JOIST DIAGRAMS X

STRUCTURAL

44 S-001 STRUCTURAL NOTES - SHEET 1 X X X

45 S-002 STRUCTURAL NOTES - SHEET 2 X X X

46 S-100 OVERALL FOUNDATION PLAN X X X

47 S-101 PARTIAL FOUNDATION PLAN - AREA A X X X

48 S-102 PARTIAL FOUNDATION PLAN - AREA B X X X

49 S-103 PARTIAL FOUNDATION PLAN - AREA C X X X

50 S-104 PARTIAL FOUNDATION PLAN - AREA D X X X

51 S-105 PARTIAL FOUNDATION PLAN - AREA E X X X

52 S-110 OVERALL SLAB PLAN X X X

53 S-111 PARTIAL SLAB PLAN - AREA A X X X

54 S-112 PARTIAL SLAB PLAN - AREA B X X X

55 S-113 PARTIAL SLAB PLAN - AREA C X X X

56 S-114 PARTIAL SLAB PLAN - AREA D X X X

57 S-115 PARTIAL SLAB PLAN - AREA E X X X

58 S-120 OVERALL ROOF FRAMING PLAN X X X

59 S-121 PARTIAL ROOF FRAMING PLAN - AREA A X X X

60 S-122 PARTIAL ROOF FRAMING PLAN - AREA B X X X

61 S-123 PARTIAL ROOF FRAMING PLAN - AREA C X X X

62 S-124 PARTIAL ROOF FRAMING PLAN - AREA D X X X

63 S-125 PARTIAL ROOF FRAMING PLAN - AREA E X X X

64 S-200 MOMENT FRAME ELEVATIONS X X X

65 S-201 MOMENT FRAME ELEVATIONS X X X

66 S-202 BRACING ELEVATIONS X X X

67 S-400 PARTIAL FRAMING PLAN - MECHANICAL PLATFORM X X X

68 S-401 PARTIAL FRAMING PLAN - MECHANICAL PLATFORM X X X

69 S-402 PARTIAL FRAMING PLANS X X

70 S-403 PARTIAL FRAMING PLANS - MECHANICAL YARD X X

71 S-500 TYPICAL SLAB & GRADE BEAM SECTIONS & DETAILS X X X

72 S-501 EXTERIOR GRADE BEAM DETAILS X X

73 S-502 BASE PLATE DETAILS X X

74 S-503 MASONRY WALL SECTIONS & DETAILS X X X

75 S-504 ROOF SECTIONS & DETAILS X X X

76 S-505 WINDOW SUPPORT FRAMING SECTIONS & DETAILS X X X

77 S-506 WINDOW SUPPORT FRAMING SECTIONS & DETAILS X X

78 S-507 DOOR SUPPORT FRAMING SECTIONS & DETAILS X X

79 S-508 OVERHEAD DOOR SECTIONS & DETAILS X X

80 S-509 OVERHEAD DOOR SUPPORT FRAME ELEVATIONS X X

81 S-510 SECTIONS & DETAILS X X X

82 S-511 TYPICAL SECTIONS AND DETAILS X X X

83 S-512 ROOF JOIST SEAT DETAILS X X

84 S-513 ROOF JOIST SEAT DETAILS X X

85 S-514 ROOF JOIST SEAT DETAILS X X

86 S-515 ROOF JOIST SEAT DETAILS X X

87 S-516 BRACING DETAILS X X

88 S-517 BRACING DETAILS X X

89 S-518 MOMENT FRAME DETAILS X X X

90 S-519 MOMENT FRAME DETAILS X X

91 S-520 ENTRANCE VESTIBULE SLAB SECTIONS & DETAILS X X

92 S-521 ENTRANCE VESTIBULE ROOF SECTIONS & DETAILS X X

93 S-522 SLAB DEPRESSION SECTIONS X X

94 S-523 TYPICAL VOID FORM DETAILS X

95 S-524 MECHANICAL YARD SECTIONS & DETAILS X

96 S-525 MECHANICAL YARD SECTIONS & DETAILS X

97 S-526 MECHANICAL YARD SECTIONS & DETAILS X

98 S-527 MECHANICAL YARD SECTIONS & DETAILS X

99 S-528 FALL PROTECTION SECTIONS & DETAILS X

100 S-529 FALL PROTECTION SECTIONS & DETAILS X

101 S-600 DRILLED CONCRETE SHAFT SCHEDULE & DETAILS X X X

102 S-601 TWO-WAY SLAB SCHEDULE & DETAILS X X X

103 S-602 GRADE BEAM SCHEDULE & DETAILS X X X

TOPOGRAPHIC

10 V-100 TOPOGRAPHIC SURVEY X X X

GEOTECHNICAL

11 B-100 BORING LOG LOCATION PLAN X X X

12 B-101 BORING LOG X X X

13 B-102 BORING LOG X X X

14 B-103 BORING LOG X X X

15 B-104 BORING LOG X X X

16 B-105 BORING LOG X X X

17 B-106 BORING LOG X X X

18 B-107 BORING LOG X X X

19 B-108 BORING LOG X X X

20 B-109 BORING LOG X X X

21 B-110 BORING LOG X X X

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INTERIORS

165 I-001 GENERAL NOTES, SYMBOLS & ABBREVIATIONS X X X

166 IN100 OVERALL FINISH/ SIGNAGE PLAN X X X

167 IN101 PARTIAL FINISH/ SIGNAGE PLAN - AREA A X X X

168 IN102 PARTIAL FINISH/ SIGNAGE PLAN - AREA B X X X

169 IN103 PARTIAL FINISH/ SIGNAGE PLAN - AREA C X X X

170 IN104 PARTIAL FINISH/ SIGNAGE PLAN - AREA D X X X

171 IN105 PARTIAL FINISH/ SIGNAGE PLAN - AREA E X X X

172 IF110 OVERALL FURNITURE, FIXTURES & EQUIPMENT PLAN X X X

173 IF111 PARTIAL FURNITURE, FIXTURES & EQUIPMENT PLAN - AREA A X X X

174 IF112 PARTIAL FURNITURE, FIXTURES & EQUIPMENT PLAN - AREA B X X X

175 IF113 PARTIAL FURNITURE, FIXTURES & EQUIPMENT PLAN - AREA C X X X

176 IF114 PARTIAL FURNITURE, FIXTURES & EQUIPMENT PLAN - AREA D X X X

177 IF115 PARTIAL FURNITURE, FIXTURES & EQUIPMENT PLAN - AREA E X X X

178 IF120 OVERALL FF&E PLAN WITH POWER/COMM X X X

179 IF121 PARTIAL FF&E PLAN WITH POWER/COMM - AREA A X X X

180 IF122 PARTIAL FF&E PLAN WITH POWER/COMM - AREA B X X X

181 IF123 PARTIAL FF&E PLAN WITH POWER/COMM - AREA C X X X

182 IF124 PARTIAL FF&E PLAN WITH POWER/COMM - AREA D X X X

183 IF125 PARTIAL FF&E PLAN WITH POWER/COMM - AREA E X X X

184 IF130 FF&E DETAILS X X X

185 I-200 INTERIOR ELEVATIONS & DETAILS X X X

186 I-201 INTERIOR ELEVATIONS & DETAILS X X

187 I-300 MILLWORK SECTIONS & DETAILS X X

188 I-400 ENLARGED PLANS X X X

189 I-401 ENLARGED PLANS X X

190 I-500 INTERIOR DETAILS X X X

191 I-501 SIGNAGE DETAILS X X

192 I-600 SIGNAGE SCHEDULE AND DETAILS X X

193 I-601 FINISH MATERIAL LEGEND X X X

194 I-602 ROOM FINISH SCHEDULE X X X

FIRE PROTECTION

209 F-503 FIRE RISER ROOM DETAILS X X X

210 F-504 FIRE ALARM/ MASS NOTIFICATION DETAILS X X X

FIRE PROTECTION

195 F-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS X X X

196 FA101 FIRE ALARM PLAN AREA A X X X

197 FA102 FIRE ALARM PLAN AREA B X X X

198 FA103 FIRE ALARM PLAN AREA C X X X

199 FA104 FIRE ALARM PLAN AREA D X X X

200 FA105 FIRE ALARM PLAN AREA E X X X

201 FP110 OVERALL FIRE SPRINKLER PLAN X

202 FP111 FIRE SPRINKLER PLAN AREA A X X X

203 FP112 FIRE SPRINKLER PLAN AREA B X X X

204 FP113 FIRE SPRINKLER PLAN AREA C X X X

205 FP114 FIRE SPRINKLER PLAN AREA D X X X

206 FP115 FIRE SPRINKLER PLAN AREA E X X X

207 F-501 FIRE SPRINKLER DETAILS X X X

208 F-502 FIRE SPRINKLER DETAILS X

PLUMBING

211 P-001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES X X X

212 P-100 OVERALL PLUMBING PLAN X X X

213 P-101 UNDERFLOOR PLUMBING PLAN - AREA A X X X

214 P-102 UNDERFLOOR PLUMBING PLAN - AREA B X X X

215 P-103 UNDERFLOOR PLUMBING PLAN - AREA C X X X

216 P-104 UNDERFLOOR PLUMBING PLAN - AREA D X X X

217 P-105 UNDERFLOOR PLUMBING PLAN - AREA E X X X

218 P-111 PLUMBING FLOOR PLAN - AREA A X X X

219 P-112 PLUMBING FLOOR PLAN - AREA B X X X

220 P-113 PLUMBING FLOOR PLAN - AREA C X X X

221 P-114 PLUMBING FLOOR PLAN - AREA D X X X

222 P-115 PLUMBING FLOOR PLAN - AREA E X X X

223 P-401 PLUMBING ENLARGED PLANS X X X

224 P-501 PLUMBING DETAILS X X X

225 P-502 PLUMBING DETAILS X X X

226 P-503 PLUMBING DETAILS X X X

227 P-601 SCHEDULES X X X

228 P-602 SCHEDULES X X X

229 P-800 SCHEMATICS X X X

230 P-801 SCHEMATICS X X X

231 P-802 SCHEMATICS X X X

MECHANICAL

232 M-001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES X X X

233 MH100 OVERALL HVAC PLAN X X X

234 MH101 PARTIAL HVAC PLAN - AREA A X X X

235 MH102 PARTIAL HVAC PLAN - AREA B X X X

236 MH103 PARTIAL HVAC PLAN - AREA C X X X

237 MH104 PARTIAL HVAC PLAN - AREA D X X X

238 MH105 PARTIAL HVAC PLAN - AREA E X X X

239 MH301 SECTIONS X X

240 MH302 SECTIONS X X

241 MH303 SECTIONS X X

242 MH401 ENLARGED PLANS X X X

243 MH402 ENLARGED PLANS X X

244 M-501 DETAILS X X X

245 M-502 DETAILS X X X

246 M-503 DETAILS X X X

247 M-504 DETAILS X X X

248 M-505 DETAILS X X

249 MI601 SCHEDULES X X X

250 MI602 SCHEDULES X X X

251 MI603 SCHEDULES X X X

252 M-701 CHILLED WATER FLOW DIAGRAM X X

253 M-702 HEATING WATER FLOW DIAGRAM X X

254 MI801 CONTROLS X X X

255 MI802 CONTROLS X X X

256 MI803 CONTROLS X X

257 MI804 CONTROLS X X

258 MI805 CONTROLS X X

259 MI806 CONTROLS X X X

260 MI807 CONTROLS X X X

261 MI808 CONTROLS X X X

262 MI809 CONTROLS X X X

263 MI810 CONTROLS X X X

264 MI811 CONTROLS X X X

265 MI812 CONTROLS X

266 MI813 CONTROLS X X X

267 MI814 CONTROLS X X X

ELECTRICAL

268 E-001 SYMBOLS & ABBREVIATIONS X X X

269 ED101 OVERALL SITE PLAN - DEMOLITION X X X

270 ES101 OVERALL SITE PLAN - NEW X X X

271 EP101 OVERALL POWER PLAN X X X

272 EP102 PARTIAL POWER PLAN - AREA A X X X

273 EP103 PARTIAL POWER PLAN - AREA B X X X

274 EP104 PARTIAL POWER PLAN - AREA C X X X

275 EP105 PARTIAL POWER PLAN - AREA D X X X

276 EP106 PARTIAL POWER PLAN - AREA E X X X

277 EL121 OVERALL LIGHTING PLAN X X X

278 EL122 PARTIAL LIGHTING PLAN - AREA A X X X

279 EL123 PARTIAL LIGHTING PLAN - AREA B X X X

280 EL124 PARTIAL LIGHTING PLAN - AREA C X X X

281 EL125 PARTIAL LIGHTING PLAN - AREA D X X X

282 EL126 PARTIAL LIGHTING PLAN - AREA E X X X

283 EG101 OVERALL GROUNDING PLAN X X X

284 E-401 ELECTRICAL ENLARGED PLAN - POWER X X X

285 E-501 DETAILS X X X

286 E-502 DETAILS X X X

287 E-503 DETAILS X X X

288 E-504 DETAILS X X X

289 E-505 DETAILS X X X

290 E-506 DETAILS X X X

291 E-601 SCHEDULES X X X

292 E-602 SCHEDULES X X X

293 E-603 SCHEDULES X X X

294 E-604 SCHEDULES X X

295 E-701 ONE-LINE DIAGRAM X X X

TELECOMM

296 T-001 SYMBOLS & ABBREVIATIONS X X

297 TS101 TELECOMMUNICATIONS SITE PLAN X X X

298 TN101 OVERALL TELECOMMUNICATIONS PLAN X X X

299 TN102 PARTIAL TELECOMMUNICATIONS PLAN - AREA A X X X

300 TN103 PARTIAL TELECOMMUNICATIONS PLAN - AREA B X X X

301 TN104 PARTIAL TELECOMMUNICATIONS PLAN - AREA C X X X

302 TN105 PARTIAL TELECOMMUNICATIONS PLAN - AREA D X X X

303 TN106 PARTIAL TELECOMMUNICATIONS PLAN - AREA E X X X

304 T-501 DETAILS AND ENLARGED PLANS X X X

305 T-701 DIAGRAMS X X

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REGISTRATION # DATE

19 MAR 2018

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SHEET OF 305

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KATHYRIYA H. KENNEDY

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SITE LOCATION MAP AND HAUL ROUTE

A1

GENERAL NOTES

A

LEGEND

SITE LOCATION

TWO WAY HAUL ROUTE

B

SURVEY WAS CONDUCTED BY CLARK LAND SURVEYING, INC.

ON SEPTEMBER 15, 2016.

C

SUE REPORT WAS PERFORMED BY UTILITY MAPPING

SERVICES, INC. ON OCTOBER 12, 2016.

GEOTECHNICAL REPORT WAS PERFORMED BY TERRACON ON

JANUARY 5, 2017.

PROJECT SITE

CONSTRUCTION/

CONTRACTOR'S GATE

VISITOR CENTER FOR PASSES

FIRE STATION

BASE CIVIL

ENGINEER

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GODDARD AVE

STAGING AREA

STAGING AREA

(LOCATED INSIDE

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B1448

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H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

H T

H W

HTHW

HTHW

HTHW

HTHW

HTHW

HTHW

HTHW

H T

H W

H T

H W

FF = 3473.00

D D

D D

D D

D D

D D

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F

S F

S

F

S

F

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

M

Y

C

O R

E

N G

I N

E E

R S

C K

D

B

Y

US Army Corps of

Engineers ®

D

C

B

A

F I L

E

N

U M

B E

R

P L

A

L E

P L

T

E

REGISTRATION # DATE

19 MAR 2018

TRUE

NORTH

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

F

M a i n

S t r e e t

F o r t

W o r t h

T

X o j

N o

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D Z

D

A N

S I

D

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D W

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A

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S L

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A I N

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N A

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E

D

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P A

T C

H

F

A C

I L

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E A

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S

T R

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A T

T L E

W

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H I N

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O N

Seattle District

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF 305

TX #98244

N Z

A S

G C

P

M

A F

E A

L Y

R K

I M

K

K

E N

N E

D Y

J

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M E

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O N s

KATHYRIYA H. KENNEDY

98244

GC100

E R

O S

I O

N

C

O N

T R

A

N

GENERAL NOTES

A ALL ELEVATIONS ARE IN FEET.

KEYNOTES

B CONTOUR INTERVAL IS 1.0'.

BLOCK AND AGGREGATE INLET PROTECTION RE: A4/GC500

0 30

SCALE: 1" = 30'-0"

SCALE 1" = 30'

EROSION CONTROL PLAN

A1

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

LEGEND

PROPOSED STORM DRAIN MANHOLE

PROPOSED CATCH BASIN

CB

D

SF

D

SILT FENCE

SILT DIKE

STONE CONSTRUCTION ENTRANCE

1ST AVENUE NORTH

C

ALL CATCH BASINS SHALL HAVE INLET PROTECTION

DURING CONSTRUCTION ACTIVITIES.

CONSTRUCTION ENTRANCE RE: C1/GC500

SILT FENCE RE: A1/GC500

SILT DIKE RE: C4/GC500

INLET PROTECTION

D THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

ADMINISTRATOR SHALL SELECT, COORDINATE

INSTALLATION, INSPECTION, REVISION, AND REMOVAL OF

EROSION CONTROL AND SEDIMENT CONTROL BEST

MANAGEMENT PRACTICES BASED ON ACTUAL SITE

CONDITIONS, REAL TIME WEATHER, SEASON, ETC. AND THE

MONTANA GENERAL PERMIT FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES.

CONTRACTOR STAGING AND LAYDOWN AREA

CONTRACTOR STAGING/LAYDOWN AREA

LIMITS OF CONSTRUCTION

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASINCB

D

CONSTRUCTION LIMITS

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

PLAN

GC500 GC500

SECTION

NTS

GC500

STONE CONSTRUCTION ENTRANCE

NTS

GC500

DIRECTION

OF FLOW

DIRECTION

OF FLOW

NTS

REBAR STAKE FOR EROSION

CONTROL FILTER SOCK

LAP DETAIL

GC500

MULCH SOCK EROSION CONTROL

PLANSECTION

RUNOFF

INLET

INLET PROTECTION

NTS

WASHRACK

70' MINIMUM

M

I N

M

I N

CRUSHED AGGREGATE

WASHRACK (OPTIONAL)

GEOTEXTILE

1/2"

#3 BAR

SECURE ENDS OF STAKES AS DIRECTED

24"

12" 24"

WIRE MESH

CONCRETE BLOCKS

GRATED INLET

AGGREGATE

1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.

2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER

SHALL BE 12" AND MAX. HEIGHT SHALL BE 24".

3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF

CONCRETE BLOCKS.

4. THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF

THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING

THE INLET.

WIRE MESH

CONCRETE BLOCKS

AGGREGATE

FINISHED GRADE

FILTERED WATER

S E

E

N

O T

E

A A

A

C1

B3

A4

STAKE ON DOWNHILL SIDE

OF LOG FILTER SOCK AS

NEEDED TO HOLD IN PLACE (TYP)

FLOW

FLOW

CONCRETE WASHOUT CONTAINER WITH LOG FILTER

SOCK

NTS

C2

GC500

PLAN

NOTE:

USE IAW MANUFACTURERS OPERATING GUIDELINES.

COMMERCIAL

PRE-FABRICATED

CONCRETE

WASHOUT

CONTAINER

(APPROX.

5 CUBIC YARDS)

GENERAL NOTES:

1. LENGTHS OF EROSION CONTROL LOGS SHALL BE IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED FOR THE

PURPOSE INTENDED. MAXIMUM LENGTH OF LOGS SHALL BE 60' FOR 18"

DIAMETER OR 30' FOR 12" DIAMETER LOGS.

2. UNLESS OTHERWISE DIRECTED, USE BIODEGRADABLE OR

PHOTODEGRADABLE CONTAINMENT MESH ONLY WHERE LOG WILL

REMAIN IN PLACE AS PART OF A VEGETATIVE SYSTEM. FOR TEMPORARY

INSTALLATIONS, USE RECYCLABLE CONTAINMENT MESH.

3. STUFF LOGS WITH SUFFICIENT BIODEGRADABLE / ORGANIC FILTER

MATERIAL TO ACHIEVE DENSITY THAT WILL HOLD SHAPE WITHOUT

EXCESSIVE DEFORMATION.

4. STAKES SHALL BE 2"x2" WOOD OR #3 REBAR, 4' LONG, EMBEDDED SUCH

THAT 2" PROTRUDES ABOVE LOG, OR AS DIRECTED.

5. ON PAVED SURFACES, WEIGHT MULCH SOCKS DOWN WITH CONCRETE

BLOCKS (OR SIMILAR) SPACED AT 3' INTERVALS. ON DIRT OR POROUS

SURFACES, TRENCH MULCH SOCKS INTO THE SURFACE BETWEEN 1/3

AND 1/2 THE MULCH SOCK DIAMETER. INSTALL STAKES THROUGH THE

MULCH SOCK AT APPROXIMATELY 2' INTERVALS. STAKES SHOULD POINT

APPROXIMATELY 45 DEGREES OFF VERTICAL IN ALTERNATING

DIRECTIONS.

6. STAKES SHOULD EXTEND 8" BELOW SOCK.

SHEET

IDENTIFICATION

1 2 3 4 5

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I S

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C K

D

B

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US Army Corps of

Engineers ®

D

C

B

A

F I L

E

N

U M

B E

R

P L

A

L E

P L

T

E

REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

F

M a i n

S t r e e t

F o r t

W o r t h

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F

D Z

D

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W

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N A

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D

I S

P A

T C

H

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I L

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Y S

E A

T T

S

T R

I C

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S E

A T

T L E

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H I N

G T

O N

Seattle District

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF 305

TX #98244

N Z

A S

G C

P

M

A F

E A

L Y

R K

I M

K

K

E N

N E

D Y

J

E

M E

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KATHYRIYA H. KENNEDY

98244

GC500

E R

O S

I O

N

C

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T

A I L

S

CONSTRUCTION

AREA

SECTION A-A

DIKE PLAN VIEW

A A

FLOW

A D

H E

S I V

E

A D

H E

S I V

E

1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT.

2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT

APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE

PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES.

FLOW

NOTES:

20" 20"

67"

SILT DIKE

NTS

C4

M

I N

4"

STEEL OR WOOD POST-IMBED 3'

1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH

UPSLOPE ALONG THE LINE OF POSTS.

2. STAPLE WIRE FENCING TO THE POSTS.

3. ATTACH THE FILTER BARRIER FABRIC

TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.

12-1/2 GAUGE MIN.

MESH SPACING 6" MAX.

WIRE

FILTER BARRIER FABRIC

GROUND LINE

SILT FENCE

NTS

A1

ADHESIVE

ADHESIVE

OVERLAP PER

MANUFACTURER'S

RECOMMENDATIONS

PAVEMENT

CONCRETE OR

ASPHALT PAVEMENT

ADHESIVE

ADHESIVE

SECURE END OF LOG FILTER

SOCK TO STAKE AS DIRECTED

CONNECT STAKES WITH

A TIE OVER THE LOG

FILTER SOCK (TYP.)

8" TEMPORARY EROSION

CONTROL LOG FILTER SOCK

SURROUND EXCAVATED CONTAINER

ON DOWN SLOP SIDE WITH EROSION

CONTROL LOG FILTER SOCK

GC100

GC500

GC100

GC500

GC100

GC500

GC100

G

IS

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ERED ARCH

IT

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C T

S T

A T E

O F T EX

A S

R I

C H

A

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G . P E R

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16 5 9 2

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

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S

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US Army Corps of Engineers ®

D

C

B

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S C

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D A

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SHEET OF

Ja co bs E ng in ee rin g G ro up

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T ex as R eg is te re d E ng in ee rin g F irm F

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M ai n

S tre et F or t W or th

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OCCUPANT LOAD FACTOR PER USE

BUSINESS

SECTION 7.2.1.2.3.2 32 INCHES CLEAR MINIMUM EXIT WIDTH

SECTION 7.4.1.2 MIN EXITS PER STORY

TABLE A.7.6 MAXIMUM TRAVEL DISTANCE (FEET)

TABLE A.7.6 COMMON PATH EGRESS TRAVEL (FEET)

SECTION 7.3.4.1 (2) MINIMUM MEANS OF EGRESS WIDTH IS 36 INCHES

TABLE A.7.6 DEAD ENDS - MAXIMUM LENGTH (FEET)

BUSINESS

MEANS OF EGRESS - UFC 3-600-01; NFPA 101

ASSEMBLY WITHOUT FIXED SEATS; UNCONCENTRATED

BUSINESS

BUSINESS

OCCUPANCY CLASSIFICATION - UFC 1-200-01; 2015 IBC (CHAPTER 3)

PRIMARY: GROUP B BUSINESS

PRIMARY: GROUP S-1 STORAGE

GROUP B BUSINESS

GROUP B ALLOWABLE HEIGHT:

FIRE RESISTANCE RATING REQUIREMENTS - IBC

IBC TABLE 601 FIRE-RESISTANT REQUIREMENTS

STRUCTURAL FRAME

BEARING WALLS

EXTERIOR

INTERIOR

EXTERIOR

NONBEARING WALLS

INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

FIRE-RESISTANCE-RATED CONSTRUCTION - IBC

TABLE 716.5 BARRIER RATING

ALLOWABLE CONSTRUCTION - IBC

TYPE II-B

75'-0"

0 HOUR *

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

1 HOUR FIRE BARRIER 3/4 HOUR

OPENING RATING

PROJECT DATA

GOVERNING CODE CRITERIA

FUNCTION: MISSILE MAINTENANCE DISPATCH FACILITY; MALMSTROM AFB, MONTANA

TOTAL AREA (GSF): 41,955 GSF

BUILDING HEIGHT: 28'-0"

NUMBER OF STORIES: 1 STORY

* BUILDING IS FULLY PROTECTED BY AUTOMATIC SPRINKLER

SYSTEMS PER UFC 3 - 600 - 01 AND IBC 507.4; BUILDING IS

SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT

LESS THAN 60 FEET IN WIDTH PER IBC 507.4

OCCUPANT LOAD

FLOOR OCCUPANTS (REFER LIFE SAFETY PLAN)

LEVEL 1 241

EGRESS WIDTH PER OCCUPANT

FLOOR

LEVEL 1

LOAD

WIDTH

PER OCC

0.2 IN

WIDTH

REQUIRED

49 IN

DOOR WIDTH

PROVIDED

374 IN

NOTE 1: 100% OF 1ST FLOOR OCCUPANTS EGRESS AT GRADE. INCLUDING 10 EXIT

DOORS WITH 34-INCH CLEAR WIDTH AND 1 EXIT DOOR WITH 68-INCH CLEAR

WIDTH EACH

GENERAL BUILDING HEIGHTS AND AREAS (IBC TABLES 504.3, 504.4, 506.2, 508)

ALLOWABLE HEIGHT AND BUILDING AREAS FOR SINGLE STORY

SPRINKLERED OCCUPANCIES

TYPE OF CONSTRUCTION (CHAPTER 6)

STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS, VEHICLE BAYS 500

0 HOUR

TOTAL 241

(UP TO 500 OCCUPANTS)

UFC 3 - 600 - 01 FIRE PROTECTION ENGINEERING

FOR FACILITIES

UFC 1 - 200 - 01 DOD BUILDING CODE

INTERNATIONAL BUILDING CODE (IBC) 2015

UFC 4 - 010 - 01 DOD ANTITERRORISM STANDARDS

20 JUNE 2016

8 AUG 2016

CHANGE 1, 1 OCT 2013

UFC 4 - 021 - 01 DESIGN & O&M: MASS NOTIFICATION

SYSTEMS

CHANGE 1, JAN 2010

NFPA 101 LIFE SAFETY CODE 2015

STORAGE 400

STORAGE 100

STORAGE 100

GROUP S-1 STORAGE TYPE II-B

GROUP S-1 ALLOWABLE HEIGHT: 75'-0"

GROUP B ALLOWABLE NO. STORIES: 4 STORIES

GROUP S-1 ALLOWABLE NO. STORIES: 3 STORIES

GROUP B ALLOWABLE AREA (PER FLOOR)*: 92,000 SF

GROUP S-1 ALLOWABLE AREA (PER FLOOR)*: 70,000 SF

ACTUAL AREAS:

GROUP B: 9,907 SF

GROUP S-1: 32,088 SF

LOCKER ROOMS 50

ALLOWABLE AREA CALCULATION:

9,907 SF/ 92,000 SF + 32,088 SF/ 70, 000 SF = 0.57

ACCESSORY: GROUP A ASSEMBLY

GROUP A ASSEMBLY TYPE II-B

MIXED USE AND OCCUPANCY

PER IBC 508. NONSEPARATED MIXED USE

GENERAL NOTES - CODE ANALYSIS

A THIS PROJECT WILL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE WITH

UFC 1-200-01 AND UFC 3-600-01. UFC 3-600-01 AND UFC 1-200-01 GENERALLY

REFERENCE INTERNATIONAL BUILDING CODE FOR TYPE OF CONSTRUCTION,

ALLOWABLE HEIGHT AND AREA LIMITATIONS, AND BUILDING SEPARATION

REQUIREMENTS.

B UFC 3-600-01 GENERALLY REFERENCES NFPA 101, LIFE SAFETY CODE, FOR

BUILDING CONSTRUCTION RELATED TO EGRESS AND SAFETY TO LIFE. IN

CONFLICTS BETWEEN THE IBC AND NFPA 101 RELATED TO FIRE-RESISTANCE

RATINGS, UFC 3-600-01 REQUIRES CONFORMANCE TO NFPA 101 AND APPLICABLE

CRITERIA CONTAINED IN THE UFC.

C THE IBC FIRE-RESISTANCE REQUIREMENTS FOR PERMANENT PARTITIONS DO

NOT APPLY TO NON-BEARING PARTITIONS. FOR FIRE RESISTANCE RATINGS OF

NON-BEARING PARTITIONS, THIS PROJECT WILL COMPLY WITH NFPA 101 PER

UFC 3-600-01.

PLUMBING SYSTEMS

81 OCCUPANTS WITH 50/50 SPLIT; 41 MALES, 40 FEMALES

WATER CLOSETS (1 PER 20, UP TO 100;

THEN 1 PER 40)*

MALE

LAVATORIES (1 PER 20, UP TO 100; THEN 1 PER 45)

SHOWERS

URINALS

DRINKING FOUNTAINS (1 PER 75)

(TABLE 2902.1 - IBC AS MODIFIED BY UFC 3 - 420 - 01)

B OCCUPANCY

FIXTURES MINIMUM NUMBER

REQUIRED

NUMBER PROVIDED

MALE FEMALEFEMALE

2 3 2

2 2

-- 4 -

SERVICE SINK (1 PER FLOOR)

* URINALS MAY BE SUBSTITUTED FOR NO MORE THAN 1/3 OF THE WATER

CLOSETS REQUIRED.

LIFE SAFETY LEGEND

EXIT LOCATION (DOOR NUMBER)

INDICATES START OF CP & TD

INDICATES END OF CP

INDICATES POINT OF EXIT

123B

146 TD 75 CP

TOTAL EXIT CAPACITY OF OPENING

IN NUMBER OF OCCUPANTS

PATH OF EXIT TRAVEL WITH DISTANCES FROM

SELECTED REMOTE LOCATIONS TO NEAREST

EXIT. INCLUDES; TOTAL TRAVEL DISTANCE (TD)

AND COMMON PATH OF TRAVEL(CP).

EXIT LIGHT FIXTURE; REFER TO ELECTRICAL

DRAWINGS.

OCCUPANCY LEGEND - NFPA 101

(NO PATTERN) BUSINESS USE

8,081 SF / 100 SF/OCC = 81 OCCUPANTS

ASSEMBLY USE - UNCONCENTRATED

USE, WITHOUT FIXED SEATING

1,236 SF / 15 SF/OCC = 83 OCCUPANTS

STORAGE USE (INCLUDING VEHICLE BAYS)

32,088 SF / 500 SF/OCC = 65 OCCUPANTS

TOTAL NUMBER OF OCCUPANTS CALCULATED = 241

LOCKER ROOM

590 SF / 50 SF/OCC = 12 OCCUPANTS

RATED ENCLOSURE LEGEND

SMOKE PARTITION FOR PROTECTION

FROM HAZARDS PER NFPA 101

A B C D E F G H J K L M N

VESTIBULE

PASSAGE

FORCE

GENERATION

VES OIC

OFFICE

VES VEHICLE

OFFICE

VES

TRAINING

ROOM

SM CONF

RECYCLING

BREAK AREA

MEN

MENS

LOCKER

ROOM

JANITOR

WOMENS

CONFERENCE

CER

ELECTRICAL

MECHANICAL

EMT OIC

OFFICE

EMT

SCHEDULERS

MMT

SCHEDULERS

MMT OIC

OFFICE

FIRE RISER

MECHANICAL

YARD

MMT

TRAINING

ROOM

MMT TOOL

ROOM

MMT

SUPERVISOR

EMT TOOL

ROOM

EMT

TRAINING

ROOM

EMT

SUPERVISORS

LOADING

AREA

VEHICLE

BAYS

VEHICLE

BAYS

VEHICLE

BAYS

VES

STORAGE

NEC

STORAGE

RECOVERY

4.9

7.1

5.5

6.5

H.2E.8E.6

4.2

3.2

93' - 8" CP

85' - 3" CP

C P

71' - 0" CP

C P

86' - 0" CP

T D

114' - 6" TD

101B

110B

124C

131E

131A

128B

CONFERENCE

T D

133K

133L

123C

123B

100A

132F

132G

R E

G

IS

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E

C T

S T

A T E

O F T EX

A S

R I

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G . P E R

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16 5 9 2

SCALE: 3/64"=1'-0"

1632 32

SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

D

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NORTH

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

JE

P ro j.

N o.

F

D Z

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A

N S

I D

A S

S H

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D

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C T

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ZA

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F

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C E

B A

S E

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S

IL

E M

A

IN

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N

A N

C E

D

IS

P A

TC

H

F A

C

IL

IT

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(M M

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A T

T L E

D

IS

T R

IC

T

S E

A T

T L E

W

A S

H

IN

G T

O N

Seattle District

M

A R

M A

R K

D E

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IP

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IO

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P P

R s /2

-1

-0

/1

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:2 :3

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M

R P

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GI005

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I0

GENERAL NOTES - LIFE SAFETY PLAN

A WHERE A PARTITION IS INDICATED TO BE RATED.

PROVIDE A THROUGH PENETRATION FIRE STOPPING

SYSTEM CONSTRUCTED IN STRICT COMPLIANCE WITH

THE FIRE TEST DESIGN (TESTED AND COMPATIBLE WITH

THE LEVEL OF RATING INDICATED) AT ALL

PENETRATIONS. IF NO TEST IS REFERENCED, PROVIDE

AN INDUSTRY RECOGNIZED TEST APPLICABLE TO THE

PARTITION TYPE.

B REFER TO A-602 FOR PENETRATION DETAILS. REFER TO

OTHER DISCIPLINE DRAWINGS FOR PENETRATION

LOCATIONS.

C GENERAL PURPOSE FIRE EXTINGUISHERS ARE NOT

REQUIRED WHEN THE FACILITY IS PROTECTED WITH A

COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM AND

FIRE ALARM SYSTEM PER UFC 3-600-01 PART 9-17.1.

SCALE 1/16" = 1'-0"

A1

LIFE SAFETY PLAN

LEVEL 1

100'-0"

A B C D E F G H J K L M N

HIGH BAY T.O.S

123'-5"

LOW BAY T.O.S.

113'-0 1/2"

H.2E.8E.6 B1

GI006

B1

GI006

B5

GI006

B5

GI006

VEHICLE

BAYS

VEHICLE

BAYS

VES

STORAGE

TYP

TYP

LEVEL 1

100'-0"

1 2 3 4 5 6 8 9 10

HIGH BAY T.O.S

123'-5"

LOW BAY T.O.S.

113'-0 1/2"

4.9 7.15.5 6.54.23.2 A1

GI006

A1

GI006

C3

GI006

C3

GI006

D3

GI006

D3

GI006

PASSAGE

RECYCLING

CONFERENCE

EMT

SCHEDULERS

LOADING

AREA

VEHICLE

BAYS

VES

STORAGE

CONFERENCE

MECHANICAL

PLATFORM

137 7

TYP

TYP

033TYP

LEVEL 1

100'-0"

E F G H J

LOW BAY T.O.S.

113'-0 1/2"

H.2E.8E.6 B1

GI006

B1

GI006

PASSAGE

VES

TRAINING

ROOM

MENS

LOCKER

ROOM

WOMENS

CONFERENCE

MENS

SHOWER

110A

WOMENS

SHOWER

112A

031 TYP

TYP

TYP

LEVEL 1

100'-0"

HIGH BAY T.O.S

123'-5"

LOW BAY T.O.S.

113'-0 1/2"

4.97.1 5.56.5

A1

GI006

A1

GI006

VEHICLE

BAYS

TYP

TYP

LEVEL 1

100'-0"

EFGHJ

LOW BAY T.O.S.

113'-0 1/2"

H.2 E.8 E.6 B1

GI006

B1

GI006

MMT

SUPERVISOR

EMT

SUPERVISORS

VEHICLE

BAYS

TYP

TYP

TYP

031 TYP

TYP

TYP

A B C D E F G H J K L M N

4.9

7.1

5.5

6.5

H.2E.8E.6

4.2

3.2

A1

GI006

A1

GI006

B1

GI006

B1

GI006

C3

GI006

C3

GI006

B5

GI006

B5

GI006

D3

GI006

D3

GI006

031 TYP

TYP

033 TYP

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IS

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ERED ARCH

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C T

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O F T EX

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A

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G . P E R

R Y

J R

16 5 9 2

8 16 3241216

SCALE: 1/16"=1'-0"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

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US Army Corps of Engineers ®

D

C

B

A

F

IL

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P L

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A L E

P L

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D A

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SHEET OF

Ja co bs E ng in ee rin g G ro up

In c.

T ex as R eg is te re d E ng in ee rin g F irm F

-2

M ai n

S tre et F or t W or th

, T X

JE

P ro j.

N o.

F

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A

N S

I D

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C T

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F

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F A

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(M M

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S E

A T

T L E

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IS

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A T

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IN

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Seattle District

M

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IP

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IG

GI006

J H

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C U

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IR

B A

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A P

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B A

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G

I0

SCALE 1/16" = 1'-0"

A1

SECTION

SCALE 1/16" = 1'-0"

B1

SECTION

SCALE 1/16" = 1'-0"

C3

SECTION

SCALE 1/16" = 1'-0"

B5

SECTION

SCALE 1/16" = 1'-0"

D3

SECTION

SCALE 1/32" = 1'-0"

C1

OVERALL FLOOR PLAN

GENERAL NOTES - AIR & VAPOR BARRIERS

1 SEAL ALL PENETRATIONS OF THE AIR & VAPOR BARRIERS AND

VERIFY INTEGRITY PRIOR TO COVERING WITH OTHER

MATERIALS.

2 ENTIRE BUILDING IS TO BE INCLUDED WITHIN AIR BARRIER

COMPLIANCE REQUIREMENTS AS DESCRIBED IN THE PROJECT

MANUAL.

3 ALL HATCHED AREAS REPRESENT AREAS THAT ARE

CONDITIONED AIR VOLUMES INCLUDED WITHIN THE AIR

BARRIER TESTING REQUIREMENTS.

4 TOTAL AIR BARRIER SURFACE AREA: 69,549 SF

WALL SURFACE AREA: 23,776 SF

ROOF SURFACE AREA: 45,771 SF

5 PROVIDE FLUID APPLIED AIR BARRIER AT EXTERIOR FACE OF

FIBERGLASS MAT SHEATHING IN WALLS AS INDICATED PER

LIMITS OF AIR BARRIER

6 PROVIDE FLUID APPLIED AIR BARRIER ON EXTERIOR FACE OF

THE ROOF PROTECTION BOARD OVER THE ENTIRE SURFACE

OF THE ROOF AS INDICATED PER THE LIMITS OF AIR BARRIER.

7 PROVIDE SELF-ADHERED ROOF UNDERLAYMENT MEMBRANE

ON EXTERIOR SIDE OF PROTECTION BOARD TO EXTEND FROM

EDGE OF ROOF UP TO 3'-0" BEYOND THE LINE OF THE EXTERIOR

FACE OF THE EXTERIOR WALL TO OVERLAP WITH THE FLUID

APPLIED AIR BARRIER, AND DOWN THE FASCIA AND ONTO THE

SOFFIT FIBER GLASS MAT SHEATHING AND OVERLAP WITH THE

AIR BARRIER.

8 SPRAY FOAM INSULATION COMPLYING W/ VAPOR BARRIER

REQUIREMENTS IS PROVIDED IN STUD CAVITY OF WALLS

SEPARATING CONDITIONED VOLUMES FROM

NON-CONDITIONED VOLUMES.

9 HATCHED AREAS INDICATE LOCATIONS WHERE AIR BARRIER &

VAPOR BARRIERS TESTING IS REQUIRED. NON HATCHED

AREAS INDICATE LOCATIONS WHERE AIR BARRIER INSPECTION

IS REQUIRED.

KEYNOTES

031 LINE INDICATES EXTEND OF FLUID APPLIED AIR BARRIER

032 LINE INDICATES EXTEND OF SHEET APPLIED VAPOR BARRIER

033 HATCHED AREA INDICATES EXTEND OF AIR BARRIER TESTING

X

X X

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B1439

B1448

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X X

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X

X X

X X

98.00'

59.45'

93.17'

120.00'

38.00'

32.80'

32.80'

W

W

W

1+00 2+00

W W W W W W

W W

W

W

W W

W

R

R

R

R

R .0

4" C-900 PVC

8" C-900 PVC

6"C-900 PVC

EX 12" WATER

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28.00'

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

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N

B

Y

S B

S I Z

E

F I L

E

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I S

S U

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D

A T

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C O

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N

N

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C

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C K

D

B

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US Army Corps of

Engineers ®

D

C

B

A

F I L

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B E

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E

REGISTRATION # DATE

19 MAR 2018

TRUE

NORTH

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

F

M a i n

S t r e e t

F o r t

W o r t h

T

X o j

N o

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Seattle District

M A

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D E

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R I P

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SHEET OF 305

TX #98244

N Z

A S

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K

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KATHYRIYA H. KENNEDY

98244

GI100

C O

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GENERAL NOTES

A BACKFLOW PREVENTER IS LOCATED INSIDE THE BUILDING.

LEGEND

A

FIRE ROOM

0 30

SCALE: 1" = 30'-0"

SCALE 1" = 30'

CODE COMPLIANCE SITE PLAN

A1

1ST AVENUE NORTH

EXISTING FIRE DEPARTMENT CONNECTION

EXISTING PIV

MAIN ENTRANCE

EXISTING FIRE HYDRANT

FIRE ROOM

ATFP SET BACK

PIV

WALL

MOUNTED FDC

FIRE HYDRANT

RELOCATED

FIRE HYDRANT

RELOCATED FDC

WALL

MOUNTED FDC

WALL

MOUNTED FDC

32.80' (10M) STAND OFF DISTANCE BASED OFF OF UNOCCUPIED

LOADING VEHICULAR LOADING BAYS. 65.60' (20M) STAND OFF

DISTANCE BASED OFF OF OCCUPIED OFFICE AREA.

B

24' FIRE LANE

PIV

PIV

FIRE HYDRANT

AutoCAD SHX Text E

AutoCAD SHX Text E

STORM DRAIN MH

RIM=3472.40'

INV IN(SW)=3468.44'

INV IN(SW)=3460.37'

INV IN(NW)=3468.03'

INV OUT (NW)=3460.34'

STORM DRAIN INLET

RIM=3472.10'

INV OUT(SE)=3466.29'

STORM DRAIN MH

RIM=3472.34'

INV IN(SW)=3668.10'

INV IN(SW)=3461.41'

INV IN(NE)=3468.00'

INV OUT (NE)=3461.35'

STORM DRAIN MH

RIM=3472.14'

UNABLE TO OPEN

STORM DRAIN MH

RIM=3471.94'

INV IN(NE)=3458.62'

INV IN(NW)=3459.49'

INV IN(SE)=3458.74'

INV IN(SE)=3468.04'

INV OUT(NWW)=3458.72'

STORM DRAIN MH

RIM=3472.00'

INV IN(NE)=3460.85'

INV IN(N)=3469.02'

INV IN(NW)=3469.00'

INV IN(SW)=3460.67'

INV OUT(SE)=3460.42'

STORM DRAIN INLET

RIM=3472.72'

INV OUT(SE)=3469.63'

STORM DRAIN INLET

RIM=3471.98'

INV OUT(SW)=3462.27'

UNKNOWN MH

RIM=3472.79'

INV=3460.69'

STORM DRAIN INLET

RIM=3471.86'

INV IN(SW)=3460.86'

INV OUT(NE)=3460.76'

STORM DRAIN INLET

RIM=3471.90'

INV IN(SE)=3465.48'

INV IN(NW)=3468.20'

INV OUT(NE)=3461.23'

STORM DRAIN INLET

RIM=3472.84'

INV OUT(SE)=3469.69'

SANITARY MH

RIM=3473.41'

INV IN(NW)=3458.81'

INV OUT(SE)=3458.76'

SANITARY MH

RIM=3472.39'

INV IN(NE)=3462.07'

INV OUT(NW)=3461.61'

SANITARY MH

RIM=3472.32'

INV IN(SE)=3463.55'

INV OUT(SW)=3463.35'

UNKNOWN MH'S

LOCKED

UNKNOWN MH

STANDING

WATER

SANITARY MH

RIM=3471.70'

INV IN(SE)=3461.75'

INV IN(SW)=3461.06'

INV OUT(NE)=3461.05'

SANITARY MH

RIM=3470.12'

INV IN(SW)=3462.42'

INV OUT(NE)=3459.15'

STORM DRAIN INLET

RIM=3469.73'

INV IN(NE)=3466.98'

INV IN(NE)=3456.68'

INV IN(SW)=3467.05'

INV OUT(SW)=3456.58'

STORM DRAIN INLET

RIM=3469.50'

INV IN(SE)=3456.15'

INV IN(SW)=3465.79'

INV IN(SW)=3456.17'

INV IN(NW)=3468.56'

INV OUT(NW)=3456.12'

STORM DRAIN INLET

RIM=3471.84'

INV(NE)=3467.26'

(PIPES NOT VISIBLE)

STORM DRAIN MH

RIM=3469.69'

INV IN(SW)=3467.24'

INV IN(SW)=3457.21'

INV IN(NE)=3467.14'

INV IN(NE)=3457.17'

INV OUT(SE)=3457.09'

STORM DRAIN INLET

RIM=3471.32'

INV IN(NE)=3468.41

INV OUT(SE)=3461.87'

STORM DRAIN INLET

RIM=3470.81'

INV IN(SW)=3467.84'

INV IN(NW)=3461.86'

INV IN(NE)=3458.29'

INV IN(NE)=3468.26'

INV IN(SW)=3468.26'

INV OUT(S)=3458.13'

STORM DRAIN INLET

RIM=3472.02'

INV IN(NW)=3466.32'

INV OUT(SE)=3466.25'

STORM DRAIN INLET

STORM DRAIN MH

RIM=3471.32'

INV IN(NW)=3464.17'

INV OUT (SE)=3462.82'

S

E

R

V

I

N

E

SANITARY MH

RIM=3472.96'

INV IN(SE)=3459.16'

INV OUT(NE)=3459.11'

STORM DRAIN INLET

RIM=3467.48'

INV OUT(SE)=3465.56'

SANITARY MH

RIM=3472.04'

INV IN(SE)=3459.69'

INV OUT(NW)=3459.62'

CONCRETE

STRUCTURE

P

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21" R

C P

6" PVC

8" STEEL

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18" P

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8" P

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D

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B1439

B1448

12" WATER

2" GAS

W x

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8" PVC

BENCHMARK #1:

#5 REBAR SET

AS

CO

CO

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OP

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SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

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S B

S I Z

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US Army Corps of

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D

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A

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A

L E

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REGISTRATION # DATE

19 MAR 2018

TRUE

NORTH

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

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Seattle District

M A

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R I P

T I O

N D

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SHEET OF 305

TX #98244

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KATHYRIYA H. KENNEDY

98244

0 30

SCALE: 1" = 30'-0"

SCALE 1" = 30'

TOPOGRAPHIC SURVEY

A1

GENERAL NOTES

A SURVEY WAS CONDUCTED BY CLARK LAND SURVEYING, INC,

177 S. TIFFANY DRIVE, UNIT 1, PUEBLO WEST, CO, 81007 ON

SEPTEMBER 15, 2016.

B VERTICAL DATUM IS BASED ON NAVD88 DERIVED FROM OPUS

GLOBAL POSITIONING.

V-100

T O

P O

G R

A P

H

R

V E

Y

KEYNOTES

100 EXISTING PLANTER

1ST AVENUE NORTH

LIGHT POST

STORM DRAIN MANHOLE

STORM DRAIN INLET

STORM DRAIN LINE

SANITARY SEWER LINE

FENCE

UNDERGROUND ELECTRICAL LINE

OVERHEAD ELECTRICAL LINE

TELEPHONE POLE

D

CB

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x

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x

EU

x

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LEGEND

COMMUNICATIONS HANDHOLE

C

POWER POLE

CU

COMMUNICATIONS DUCTBANK

W

DOMESTIC WATER LINE

S

SANITARY SEWER MANHOLE

POST INDICATOR VALVE

GATE VALVE

CATCH BASIN

C BENCHMARK #1 IS: #5 REBAR SET

N: 1193077.5463

E: 1550554.9300

ELEV. = 3473.20'

D SURVEY UNITS ARE IN SURVEY FEET.

CB

W

CU

101 APPROXIMATE LOCATION OF EXISTING CROSSWALK

GROUND COVER TABLE

DELINEATION GROUND COVER TYPE

AS ASPHALT

CO CONCRETE

OP OPEN SPACE

BENCHMARK

102 APPROXIMATE LOCATION OF EXISTING 8" HTHW PIPE

103 APPROXIMATE LOCATION OF EXISTING STEAM TUNNEL

W HTHW LINEHTHW

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IDENTIFICATION

1 2 3 4 5

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US Army Corps of

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D

C

B

A

F I L

E

N

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A

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T

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REGISTRATION # DATE

19 MAR 2018

TRUE

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J a c o b s

E n g i n e e r i n g

G r o u p

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Seattle District

M A

R K

D E

S C

R I P

T I O

N D

A T

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P P

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SHEET OF 305

TX #98244

N Z

A S

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A F

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K

K

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N E

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KATHYRIYA H. KENNEDY

98244

DH-1

DH-2

DH-3

DH-4

DH-5

DH-6

DH-7

DH-8

DH-9

DH-10

DH-11

DH-12

GENERAL NOTES

A BORING LOCATIONS SHOWN ARE APPROXIMATE.

LEGEND

APPROXIMATE BORING LOCATION, PERFORMED BY

TERRACON CONSULTING, INC. (JUNE 2016)

B REFER TO SHEET B-101 TO B-110 FOR BORING LOG

INFORMATION.

DH-4

B-100

B O

R I N

G

L

G

C

A T

I O

N

P

L A

N

0 30

SCALE: 1" = 30'-0"

SCALE 1" = 30'

BORING LOG LOCATION PLAN

A1

1ST AVENUE NORTH

LIMITS OF CONSTRUCTION

AutoCAD SHX Text E

AutoCAD SHX Text E

SHEET

IDENTIFICATION

1 2 3 4 5

D R

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N

B

Y

D E

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S B

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US Army Corps of

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D

C

B

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N

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A

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T

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-1

A1

NTS

BORING LOG - DH-4

A3

B-101

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D

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B

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A

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

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Seattle District

M A

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R I P

T I O

N D

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SHEET OF 305

TX #98244

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-2

NTS

BORING LOG - DH-2

B-102

B O

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A1 A3

1 2 3 4 5

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D

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B

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

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R e g i s t e r e d

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Seattle District

M A

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S C

R I P

T I O

N D

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SHEET OF 305

TX #98244

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M E

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-3

NTS

BORING LOG - DH-3

B-103

B O

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L

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A1 A3

1 2 3 4 5

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D

C

B

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

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Seattle District

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TX #98244

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-5

NTS

BORING LOG - DH-5

B-104

B O

R I N

G

L

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A1 A3

1 2 3 4 5

D R

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N

B

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D E

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S B

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D

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B

A

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-6

NTS

BORING LOG - DH-6

B-105

B O

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A1 A3

1 2 3 4 5

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D

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

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Seattle District

M A

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SHEET OF 305

TX #98244

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-7

NTS

BORING LOG - DH-7

B-106

B O

R I N

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A1 A3

1 2 3 4 5

D R

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US Army Corps of

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D

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

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R e g i s t e r e d

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Seattle District

M A

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D E

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R I P

T I O

N D

A T

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SHEET OF 305

TX #98244

N Z

A S

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-8

NTS

BORING LOG - DH-8

B-107

B O

R I N

G

L

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A1 A3

1 2 3 4 5

D R

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US Army Corps of

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D

C

B

A

F I L

E

N

U M

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P L

A

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

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Seattle District

M A

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D E

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SHEET OF 305

TX #98244

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-10

NTS

BORING LOG - DH-10

B-108

B O

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A1 A3

1 2 3 4 5

D R

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D

C

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F I L

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P L

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REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

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Seattle District

M A

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D E

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R I P

T I O

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SHEET OF 305

TX #98244

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-11

NTS

BORING LOG - DH-11

B-109

B O

R I N

G

L

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A1 A3

1 2 3 4 5

D R

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N

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D E

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S B

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D

C

B

A

F I L

E

N

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P L

A

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P L

T

E

REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

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Seattle District

M A

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D E

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R I P

T I O

N D

A T

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SHEET OF 305

TX #98244

N Z

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A F

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N E

D Y

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KATHYRIYA H. KENNEDY

98244

NTS

BORING LOG - DH-9

NTS

BORING LOG - DH-12

B-110

B O

R I N

G

L

O G

A1 A3

1 2 3 4 5

D R

A W

N

B

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D E

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S B

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D

C

B

A

F I L

E

N

U M

B E

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P L

A

L E

P L

T

E

REGISTRATION # DATE

19 MAR 2018

J a c o b s

E n g i n e e r i n g

G r o u p

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

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P A

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Seattle District

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

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SHEET OF 305

TX #98244

N Z

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KATHYRIYA H. KENNEDY

98244

C-001

G E

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REVISION

REFERENCING SYSTEM

ABBREVIATIONS

Ø

NEW EXISTING

3750.55 x

CIVIL SYMBOLS

LIGHT POLE

WATER VALVE

CATCH BASIN

ELECTRICAL BOX

SIGN POST

FIRE HYDRANT

COMMUNICATION BOX

STORM DRAIN MANHOLE

CONCRETE SLAB/PAD

ASPHALT PAVEMENT

SANITARY SEWER LINE

STORM DRAIN LINE

WATER LINE

ELECTRIC DUCT

CONTOUR LINE

BUILDING

SPOT ELEVATION

GENERAL NOTES

3750 3750

KEYNOTE

SANITARY SEWER CLEAN OUT

SANITARY SEWER MANHOLE

A. FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND

REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER. PERFORM A SITE VISIT AND

BECOME FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING.

B. IT IS EXPECTED THAT THE ACTUAL LOCATION OF EXISTING UTILITIES MAY VARY FROM THAT

SHOWN ON THE PLANS. VARIATIONS IN LOCATION AND DEPTH SHALL BE BROUGHT TO THE

CONTRACTING OFFICER IMMEDIATELY SO THAT THE LOCATION OF OTHER UTILITIES MAY BE

CHECKED WITH THE PROPOSED DESIGN. NOTIFY THE CONTRACTING OFFICER PRIOR TO ANY

WORK COMMENCING FOR ANY EXCAVATION OR DIG PERMITS.

C. CONFIRM SITE FEATURES TIE INTO EXISTING SITE DEVELOPMENT, THAT PAVEMENT JOINTS MATCH

CORRECTLY, AND THAT GENERAL DESIGN ELEVATION FOR CONSTRUCTION PROVIDE PROPER

PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE-IN POINTS. REPORT DISCREPANCIES TO

THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

D. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE PROJECT AREA SHALL BE FREE OF

DEBRIS AND UNUSED MATERIAL. ALL DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE

RESTORED.

E. MAINTAIN TRAFFIC (VEHICULAR AND PEDESTRIAN) ACCESS TO…