Dwgs V-III - Pedestrian Bridge - RE-RTA.pdf
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Text version
C on tr N o.
Fort Worth District
US Army Corps of Engineers
1 2 3 4 5
E
D
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B
A
LACKLAND AIR FORCE BASE
SAN ANTONIO, TEXAS
PROJECT NUMBER MPLS 083737R4
CONTRACT NO.
AIRMEN TRAINING COMPLEX - EAST CAMPUS
AIRMEN TRAINING COMPLEX 4 (ATC4)
VOLUME III
SOLICITATION NO. W9126G-11-R-0216
DATED: SEPTEMBER 2011
LACKLAND DRAWING NO. LA 11-0017
VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS, SITE CONDITIONS, AND
EQUIPMENT BEFORE STARTING WORK OR PROCURING PRODUCTS OR EQUIPMENT.
CONFLICTS: IF CONFLICTS OCCUR, THE MORE RESTRICTIVE (INCLUDING
SPECIFICATIONS) SHALL TAKE PRECEDENCE.
CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE
IBC 2009, UFC'S, NFPA CODES AND OTHER STANDARDS INDICATED OR SPECIFIED.
SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY
PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK
SHOWN ON DRAWINGS.
PENETRATIONS: PIPES, DUCTS, SLEEVES, CONDUIT, CHASES, ETC.: REFER TO
DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS. PROVIDE SMOKE SEALING AND
FIRE STOPPING AT ALL FLOORS, SMOKE PARTITIONS AND FIRE RATED WALLS.
EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED UTILITIES
INCLUDING CONDUIT, DUCT BANK AND PIPING WHERE NEW WORK IS BEING PERFORMED.
EQUIPMENT LOADS: MATERIAL LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING
FOR THE SUPPORTING MEMBERS AND THEIR CONNECTIONS.
DRAWINGS: REFER TO ALL DRAWINGS FOR ITEMS WHICH REQUIRE COORDINATION AND
SPECIAL PROVISIONS FOR COMPLETE AND OPERATIONAL SYSTEMS.
CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND
SPECIFICATIONS REPRESENT THE FINISHED BUILDING AND DO NOT INDICATE METHODS
OR PROCEDURES. DRAWINGS AND SPECIFICATIONS DO NOT INDICATE SEQUENCE OF
CONSTRUCTION, EXCEPT FOR PHASING PLANS.
DEVIATION: ANY DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL
ONLY BE MADE AFTER WRITTEN APPROVAL BY THE CONTRACTING OFFICER.
COORDINATION: NON-DIMENSIONED DRAWINGS INDICATE ONLY THE APPROXIMATE
LOCATION OF ITEMS. THE FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON
THE ACTUAL ITEMS PROVIDED BY CONTRACTOR IN ACCORDANCE WITH ALL RELEVANT
BUILDING CODES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
WORK BETWEEN SUBCONTRACTORS AND CRAFTS AND PROVIDING NECESSARY SPACE
ALLOCATION AND DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED TO
ENSURE PROPER COORDINATION.
SCALE: THE DRAWINGS SHALL NOT BE SCALED; REFER TO DIMENSIONS WHERE
PROVIDED.
GENERAL REQUIREMENTS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
BID OPTIONS
PEDESTRIAN BRIDGE:
1a: PEDESTRIAN BRIDGE 1b: PEDESTRIAN BRIDGE STAINLESS STEEL PROTECTIVE MESH
EAST CAMPUS QUADRANGLE:
2a: MEDALLION WITH LIGHTING 2b: STONE MOSAIC PLAZA 2c: SIDEWALK TEXTURING 2d: ENHANCED LANDSCAPING 2e: GATEWAY MARKERS WITH LIGHTING 2f: DCF MARKERS WITH LIGHTING 2g: STONE VENEER ON TERRACED WALLS
ATC 4:
3: INSTALLATION OF GOVERNMENT FURNISHED LOCKABLE
TELECOMM CABINETS
4: CID (O&M)
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY DAVID EVANS
21459 ON 1 SEPTEMBER 2011
R
EG
IS
TERED ARCH
IT
EC
T
DA
V ID EVANS
95412 SAXETFOETAT
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VOLUME I
CIVIL
Sequence
No Sheet Number Sheet Name
23 A4-C101 DEMOLITION SITE PLAN
24 A4-C102 ELECTRICAL DEMOLITION SITE PLAN
25 A4-C103 COMMUNICATIONS DEMOLITION SITE PLAN
26 A4-C104 SURVEY CONTROL DATA PLAN
27 A4-C105 SITE LAYOUT PLAN
28 A4-C106 PAVING PLAN
29 A4-C107 GRADING SITE PLAN
30 A4-C108 UTILITY SITE PLAN
31 A4-C109 STORM WATER POLLUTION PREVENTION PLAN
32 A4-C110 GARY AVENUE PLAN AND PROFILE
33 A4-C111 DRAINAGE DITCH PLAN AND PROFILE
34 A4-C112 STORM DRAIN LINES A, A-1 AND A-2 PLANS AND PROFILES
35 A4-C113 STORM DRAIN LINE B PLAN AND PROFILE
36 A4-C114 STORM DRAIN LINES B-1, B-2 AND B-3 PLANS AND PROFILES
37 A4-C115 STORM DRAIN LINES C AND C-1 PLANS AND PROFILES
38 A4-C116 STORM DRAIN LINES C-2 AND D PLAN AND PROFILE
39 A4-C117 SANITARY SEWER LINES A AND B PLANS AND PROFILE
40 A4-C118 SANITARY SEWER LINES C, D AND E PLANS AND PROFILES
41 A4-C119 WATER LINE A PLAN AND PROFILE
42 A4-C120 WATER LINES A-1, A-2 AND B PLANS AND PROFILES
43 A4-C121 WATER LINE C PLAN AND PROFILE
44 A4-C122 WATER LINE D PLAN AND PROFILE
45 A4-C123 GAS LINE A PLAN AND PROFILE I
46 A4-C124 GAS LINE A PLAN AND PROFILE II
47 A4-C125 GAS LINE A PLAN AND PROFILE III
48 A4-C126 GAS LINE A-1 PLAN AND PROFILE
49 A4-C127 ELECTRICAL LINE A PLAN AND PROFILE
50 A4-C128 ELECTRICAL LINES B AND C PLANS AND PROFILES
51 A4-C129 ELECTRICAL LINE D PLAN AND PROFILE
52 A4-C130 ELECTRICAL LINE E PLAN AND PROFILE
53 A4-C131 COMMUNICATION LINE A PLAN AND PROFILE
54 A4-C401 ENLARGED BUILDING - ROOF DRAIN COLLECTION PLAN
55 A4-C402 SERVICE DRIVE AND SIDEWALK JOINTING PLAN
56 A4-C501 PAVING DETAILS
57 A4-C502 UTILITY DETAILS
58 A4-C503 DRAINAGE DETAILS
59 A4-C504 SANITARY SEWER DETAILS
60 A4-C505 REMOVABLE PIPE BOLLARD DETAILS
61 A4-C506 TEMPORARY EROSION SEDIMENT AND WATER POLLUTION CONTROL MEASURES
62 A4-C507 CONSTRUCTION FENCE DETAILS
63 A4-C508 FREE ZONE CONSTRUCTION FENCE DETAILS
64 A4-C509 JACKING AND BORING DETAILS
65 A4-ES101 ELECTRICAL SITE PLAN I
66 A4-ES102 ELECTRICAL SITE PLAN II
67 A4-ES501 ELECTRICAL ENLARGED TRANSFORMER YARD AND DETAILS
68 A4-ES502 ELECTRICAL DETAILS I
69 A4-ES503 ELECTRICAL DETAILS II
70 A4-ES504 ELECTRICAL DETAILS III
71 A4-ES505 JACKING AND BORING DETAILS
72 A4-ES506 POLE LINE DETAILS I
73 A4-ES507 POLE LINE DETAILS II
74 A4-ES508 POLE LINE DETAILS III
75 A4-ES509 POLE LINE DETAILS IV
76 A4-ES510 POLE LINE DETAILS V
A4-ES511 Unnamed
77 A4-ES601 ELECTRICAL SCHEDULES
78 A4-ES602 ELECTRICAL ONE-LINE DIAGRAM
STRUCTURAL
Sequence
No Sheet
Number Sheet Name
82 A4-S001 GENERAL NOTES
83 A4-S002 GENERAL NOTES
84 A4-S003 GENERAL NOTES AND ABBREVIATIONS
85 A4-S101 FOUNDATION OVERALL PLAN
86 A4-S102 FOUNDATION PLAN - AREA A
87 A4-S103 FOUNDATION PLAN - AREA B
88 A4-S104 FOUNDATION PLAN - AREA C
89 A4-S105 FOUNDATION PLAN - AREA D
90 A4-S106 GROUND FLOOR OVERALL SLAB PLAN
91 A4-S107 GROUND FLOOR SLAB PLAN - AREA A
92 A4-S108 GROUND FLOOR SLAB PLAN - AREA B
93 A4-S109 GROUND FLOOR SLAB PLAN - AREA C
94 A4-S110 GROUND FLOOR SLAB PLAN - AREA D
95 A4-S111 GROUND FLOOR TWO-WAY SLAB BOTTOM REINFORCING PLAN - AREA A
96 A4-S112 GROUND FLOOR TWO-WAY SLAB BOTTOM REINFORCING PLAN - AREA B
97 A4-S113 GROUND FLOOR TWO-WAY SLAB BOTTOM REINFORCING PLAN - AREA C
98 A4-S114 GROUND FLOOR TWO-WAY SLAB BOTTOM REINFORCING PLAN - AREA D
99 A4-S115 GROUND FLOOR TWO-WAY SLAB TOP REINFORCING PLAN - AREA A
100 A4-S116 GROUND FLOOR TWO-WAY SLAB TOP REINFORCING PLAN - AREA B
101 A4-S117 GROUND FLOOR TWO-WAY SLAB TOP REINFORCING PLAN - AREA C
102 A4-S118 GROUND FLOOR TWO-WAY SLAB TOP REINFORCING PLAN - AREA D
103 A4-S119 SECOND FLOOR OVERALL SLAB PLAN
104 A4-S120 SECOND FLOOR SLAB PLAN - AREA A
105 A4-S121 SECOND FLOOR SLAB PLAN - AREA B
106 A4-S122 SECOND FLOOR SLAB PLAN - AREA C
107 A4-S123 SECOND FLOOR SLAB PLAN - AREA D
108 A4-S124 SECOND FLOOR POST TENSIONING SLAB PLAN - AREA A
109 A4-S125 SECOND FLOOR POST TENSIONING SLAB PLAN - AREA B
110 A4-S126 SECOND FLOOR POST TENSIONING SLAB PLAN - AREA C
111 A4-S127 SECOND FLOOR POST TENSIONING SLAB PLAN - AREA D
112 A4-S128 THIRD AND FOURTH FLOOR OVERALL SLAB PLAN
113 A4-S129 THIRD AND FOURTH FLOOR SLAB PLAN - AREA A
114 A4-S130 THIRD AND FOURTH FLOOR SLAB PLAN - AREA B
115 A4-S131 THIRD AND FOURTH FLOOR SLAB PLAN - AREA C
116 A4-S132 THIRD AND FOURTH FLOOR SLAB PLAN - AREA D
117 A4-S133 THIRD AND FOURTH FLOOR POST TENSIONING SLAB PLAN - AREA A
118 A4-S134 THIRD AND FOURTH FLOOR POST TENSIONING SLAB PLAN - AREA B
119 A4-S135 THIRD AND FOURTH FLOOR POST TENSIONING SLAB PLAN - AREA C
120 A4-S136 THIRD AND FOURTH FLOOR POST TENSIONING SLAB PLAN - AREA D
121 A4-S137 PENTHOUSE OVERALL SLAB PLAN
122 A4-S138 PENTHOUSE SLAB PLAN - AREA A
123 A4-S139 PENTHOUSE SLAB PLAN - AREA B
124 A4-S140 PENTHOUSE SLAB PLAN - AREA C
125 A4-S141 PENTHOUSE SLAB PLAN - AREA D
126 A4-S142 PENTHOUSE POST TENSIONING SLAB PLAN - AREA A
127 A4-S143 PENTHOUSE POST TENSIONING SLAB PLAN - AREA B
128 A4-S144 PENTHOUSE POST TENSIONING SLAB PLAN - AREA C
129 A4-S145 PENTHOUSE POST TENSIONING SLAB PLAN - AREA D
130 A4-S146 ROOF OVERALL FRAMING PLAN
131 A4-S147 LOW ROOF FRAMING PLAN - AREA A
132 A4-S148 LOW ROOF FRAMING PLAN - AREA B
133 A4-S149 LOW ROOF FRAMING PLAN - AREA C
134 A4-S150 LOW ROOF FRAMING PLAN - AREA D
135 A4-S151 HIGH ROOF FRAMING PLAN
136 A4-S201 TRUSS ELEVATIONS
137 A4-S301 SHEAR WALL ELEVATIONS
138 A4-S302 SHEAR WALL ELEVATIONS
139 A4-S401 MECHANICAL YARD, STAIRS AND MISCELLANEOUS PLANS
140 A4-S402 ENLARGED HANGING TOILET PARTITION SUPPORT
141 A4-S501 TYPICAL CONCRETE DETAILS
142 A4-S502 CONCRETE DETAILS
143 A4-S503 TYPICAL COLUMN DETAILS
144 A4-S504 TYPICAL TWO-WAY SLAB DETAILS AT GROUND FLOOR
145 A4-S505 TWO-WAY SLAB DETAILS
146 A4-S506 TYPICAL POST TENSIONED SLAB DETAILS
147 A4-S507 TYPICAL CONCRETE BEAM SECTIONS AND DETAILS
148 A4-S508 TYPICAL MASONRY SECTIONS AND DETAILS
149 A4-S509 TYPICAL FRAMING DETAILS
150 A4-S510 TRUSS AND MISCELLANEOUS DETAILS
151 A4-S511 HIGH ROOF DETAILS
152 A4-S512 FRAMING DETAILS
153 A4-S513 FRAMING DETAILS
154 A4-S514 SECOND, THIRD AND FOURTH FLOOR BEAM TO COLUMN INTERSECTIONS
155 A4-S515 SECOND, THIRD, AND FOURTH FLOOR BEAM TO COLUMN INTERSECTIONS
156 A4-S516 PENTHOUSE BEAM TO COLUMN INTERSECTIONS
157 A4-S517 PENTHOUSE BEAM TO COLUMN INTERSECTIONS
158 A4-S518 SECOND, THIRD, FOURTH AND PENTHOUSE FLOOR BEAM TO COLUMN
INTERSECTIONS
159 A4-S601 WIND LOAD DIAGRAMS
160 A4-S602 CONCRETE COLUMN AND SHEAR WALL SCHEDULES
161 A4-S603 CONCRETE BEAM SCHEDULES
162 A4-S604 CONCRETE BEAM SCHEDULES
163 A4-S605 CONCRETE BEAM SCHEDULES
164 A4-S606 CONCRETE BEAM SCHEDULES
165 A4-S607 TYPICAL LIGHT GAGE STEEL SECTION, DETAILS AND SCHEDULES
INTERIORS
Sequence
No Sheet
Number Sheet Name
245 A4-I101 GROUND FLOOR FURNITURE PLAN
246 A4-I102 SECOND FLOOR FURNITURE PLAN - AREA A
247 A4-I201 INTERIOR ELEVATIONS
248 A4-I401 ENLARGED PLANS
249 A4-I402 ENLARGED PLANS
250 A4-I501 INTERIOR SECTIONS AND DETAILS
251 A4-I601 FINISH SELECTIONS AND FINISH SCHEDULE #1
252 A4-I602 FINISH SCHEDULE #2
253 A4-I603 FINISH SCHEDULE #3
ARCHITECTURAL
Sequence
No Sheet
Number Sheet Name
166 A4-A001 ABBREVIATIONS AND ARCHITECTURAL SYMBOLS
167 A4-A002 LIFE SAFETY PLAN GROUND FLOOR
168 A4-A003 LIFE SAFETY PLAN FLOORS 2 - 4 TYPICAL AREA
169 A4-A004 PENTHOUSE LIFE SAFETY PLAN
170 A4-A101 CRAWL SPACE OVERALL PLAN
171 A4-A102 GROUND FLOOR OVERALL PLAN
172 A4-A103 GROUND FLOOR PLAN - AREA A
173 A4-A104 GROUND FLOOR PLAN - AREA B
174 A4-A105 GROUND FLOOR PLAN - AREA C
175 A4-A106 GROUND FLOOR PLAN - AREA D
176 A4-A107 SECOND FLOOR OVERALL PLAN
177 A4-A108 SECOND FLOOR PLAN - AREA A
178 A4-A109 SECOND FLOOR PLAN - AREA B
179 A4-A110 SECOND FLOOR PLAN - AREA C
180 A4-A111 SECOND FLOOR PLAN - AREA D
181 A4-A112 THIRD FLOOR OVERALL PLAN
182 A4-A113 THIRD FLOOR PLAN - AREA A
183 A4-A114 THIRD FLOOR PLAN - AREA B
184 A4-A115 THIRD FLOOR PLAN - AREA C
185 A4-A116 THIRD FLOOR PLAN - AREA D
186 A4-A117 FOURTH FLOOR OVERALL PLAN
187 A4-A118 FOURTH FLOOR PLAN - AREA A
188 A4-A119 FOURTH FLOOR PLAN - AREA B
189 A4-A120 FOURTH FLOOR PLAN - AREA C
190 A4-A121 FOURTH FLOOR PLAN - AREA D
191 A4-A122 PENTHOUSE PLAN
192 A4-A123 ROOF PLAN
193 A4-A124 GROUND FLOOR OVERALL REFLECTED CEILING PLAN
194 A4-A125 GROUND FLOOR REFLECTED CEILING PLAN - AREA A
195 A4-A126 GROUND FLOOR REFLECTED CEILING PLAN - AREA B
196 A4-A127 GROUND FLOOR REFLECTED CEILING PLAN - AREA C
197 A4-A128 GROUND FLOOR REFLECTED CEILING PLAN - AREA D
198 A4-A129 SECOND AND THIRD FLOOR OVERALL REFLECTED CEILING PLAN
199 A4-A130 SECOND AND THIRD FLOOR REFLECTED CEILING PLAN - AREA A
200 A4-A131 SECOND AND THIRD FLOOR REFLECTED CEILING PLAN - AREA B
201 A4-A132 SECOND AND THIRD FLOOR REFLECTED CEILING PLAN - AREA C
202 A4-A133 SECOND AND THIRD FLOOR REFLECTED CEILING PLAN - AREA D
203 A4-A134 FOURTH FLOOR OVERALL REFLECTED CEILING PLAN
204 A4-A135 FOURTH FLOOR REFLECTED CEILING PLAN - AREA A
205 A4-A136 FOURTH FLOOR REFLECTED CEILING PLAN - AREA B
206 A4-A137 FOURTH FLOOR REFLECTED CEILING PLAN - AREA C
207 A4-A138 FOURTH FLOOR REFLECTED CEILING PLAN - AREA D
208 A4-A139 PENTHOUSE REFLECTED CEILING PLAN
209 A4-A201 SOUTH AND EAST EXTERIOR ELEVATIONS
210 A4-A202 NORTH AND WEST EXTERIOR ELEVATIONS
211 A4-A203 EXTERIOR ELEVATIONS GROUND FLOOR
212 A4-A301 BUILDING SECTIONS
213 A4-A401 ENLARGED PLANS
214 A4-A402 ENLARGED PLANS
215 A4-A403 CANOPY PLANS, ELEVATIONS AND DETAILS
216 A4-A404 ENLARGED ORIEL WINDOW PLANS AND ELEVATION
217 A4-A405 ELEVATOR PLANS, SECTIONS AND DETAILS
218 A4-A406 STAIR B PLANS AND SECTIONS
219 A4-A407 STAIR A PLANS AND SECTIONS
220 A4-A408 STAIR DETAILS
221 A4-A409 MECHANICAL YARD AND TRANSFORMER YARD PLANS AND ELEVATIONS
222 A4-A410 ENLARGED WINDOW PLANS AND ELEVATIONS
223 A4-A411 ENLARGED WINDOW PLANS AND ELEVATIONS
224 A4-A412 ENLARGED PLANS
225 A4-A413 ENLARGED PLANS
226 A4-A501 PARTITION TYPES
227 A4-A502 DETAILS
228 A4-A503 EXTERIOR WALL SECTIONS
229 A4-A504 WALL SECTIONS
230 A4-A505 WALL SECTION AND DETAILS
231 A4-A506 PLAN DETAILS
232 A4-A507 PLAN DETAILS
233 A4-A508 SECTION DETAILS
234 A4-A509 DETAILS
235 A4-A510 ROOF HATCH ENLARGED PLAN, DETAILS AND CEILING DETAILS
236 A4-A511 ROOF HATCH AND DORMER DETAILS
237 A4-A512 ROOF DETAILS
238 A4-A513 SKYLIGHT PLAN, ELEVATIONS AND DETAILS
239 A4-A601 DOOR SCHEDULE GROUND FLOOR, FRAME TYPES, DOOR TYPES AND SIGN DETAILS
240 A4-A602 DOOR SCHEDULE SECOND FLOOR
241 A4-A603 DOOR SCHEDULE THIRD FLOOR
242 A4-A604 DOOR SCHEDULE FOURTH FLOOR AND PENTHOUSE
243 A4-A605 WINDOW SCHEDULE AND DETAILS
244 A4-A606 DOOR DETAILS
GENERAL
Sequence
No Sheet
Number Sheet Name
1 A4-G001 DRAWING INDEX, BID OPTIONS, AND GENERAL REQUIREMENTS
2 A4-G002 DRAWING INDEX
3 A4-G003 PROJECT LOCATION PLAN
4 A4-G004 EAST CAMPUS LAYOUT PLAN
5 A4-G005 CAMPUS PHASING PLAN
6 A4-G006 CONSTRUCTION PHASING PLAN
7 A4-G007 CONSTRUCTION PHASING PHASE 4A AND 4B PLANS
8 A4-G008 CONSTRUCTION PHASING PHASE 4C, 4D, 4E AND 4F PLAN
9 A4-G009 TEMPORARY UTILITY SITE PLAN
79 A4-CS101 COMMUNICATIONS SITE PLAN
80 A4-CS501 COMMUNICATIONS MANHOLE DETAILS
81 A4-CS502 CONCRETE ENCASED CONDUIT DETAILS
CIVIL-TOPOGRAPHICAL
Sequence
No Sheet Number Sheet Name
15 A4-V101 TOPOGRAPHICAL SURVEY SHEET 1 OF 4
16 A4-V102 TOPOGRAPHICAL SURVEY SHEET 2 OF 4
17 A4-V103 TOPOGRAPHICAL SURVEY SHEET 3 OF 4
18 A4-V104 TOPOGRAPHICAL SURVEY SHEET 4 OF 4
CIVIL- AD SERIES
Sequence
No Sheet Number Sheet Name
19 A4-AD101 BUILDING 6275 FIRST FLOOR DEMOLITION PLAN
20 A4-AD102 BUILDING 6275 SECOND FLOOR DEMOLITION PLAN
21 A4-AD103 BUILDING 6275 THIRD FLOOR DEMOLITION PLAN
22 A4-AD104 BUILDING 6359 DEMOLITION FLOOR PLAN
BORING LOGS
Sequence
No Sheet
Number Sheet Name
10 A4-B101 BORING LOCATIONS
11 A4-B201 LOGS OF BORINGS - 1 OF 4
12 A4-B202 LOGS OF BORINGS - 2 OF 4
13 A4-B203 LOGS OF BORINGS - 3 OF 4
14 A4-B204 LOGS OF BORINGS - 4 OF 4
N o.
D es cr ip tio n
D .O
.N o.
A ct io n
D at e
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY DAVID EVANS
21459 ON 1 SEPTEMBER 2011
R
EG
IS
TERED ARCH
IT
EC
T
DA
V ID EVANS
95412 SAXETFOETAT
S
Sheet reference number
Sheet
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R
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IN
G
N U
M B
E R
: L A
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X X
X X
X X
X
D
C
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-1 1-
R -0
8/
/2
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:2
P
M
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V
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A4-G002
D R
AW
IN
G
IN
D
EX
VOLUME II
406 A4-TN101 GROUND FLOOR TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREA A
407 A4-TN102 GROUND FLOOR TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREA B
408 A4-TN103 GROUND FLOOR TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREA C
409 A4-TN104 GROUND FLOOR TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREA D
410 A4-TN105 SECOND FLOOR TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREA A
411 A4-TN106 SECOND FLOOR TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREA B
412 A4-TN107 SECOND FLOOR TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREA C
413 A4-TN108 SECOND FLOOR TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREA D
414 A4-TN109 THIRD FLOOR OVERALL TELECOMMUNICATION AND SECURITY SYSTEMS PLAN
415 A4-TN110 FOURTH FLOOR OVERALL TELECOMMUNICATION AND SECURITY SYSTEMS PLAN
416 A4-TN111 PENTHOUSE TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREAS A AND B 417 A4-TN112 PENTHOUSE TELECOMMUNICATION AND SECURITY SYSTEMS PLAN - AREAS C AND D
418 A4-TN401 GROUND FLOOR COMMUNICATIONS ROOMS - ENLARGED PLANS AND ELEVATIONS
419 A4-TN402 SECOND FLOOR COMMUNICATIONS ROOMS - ENLARGED PLANS AND ELEVATIONS
420 A4-TN501 TELECOMMUNICATION SYSTEM DETAILS
421 A4-TN502 A/V SYSTEM AND CATV SYSTEM RISER DIAGRAMS
422 A4-TN601 GROUND FLOOR TELECOMMUNICATION SYSTEM RISER DIAGRAM
423 A4-TN602 SECOND FLOOR TELECOMMUNICATION SYSTEM RISER DIAGRAM
424 A4-TN603 THIRD FLOOR TELECOMMUNICATION SYSTEM RISER DIAGRAM
425 A4-TN604 FOURTH FLOOR TELECOMMUNICATION SYSTEM RISER DIAGRAM
426 A4-TN605 TELECOMMUNICATION SYSTEM BACKBONE AND GROUNDING RISER DIAGRAM
427 A4-TN606 CCTV SYSTEM RISER DIAGRAM
428 A4-TN607 SECURITY SYSTEM RISER DIAGRAM
429 A4-TN608 INTERCOM PAGING RISER DIAGRAM
390 A4-FA101 GROUND FLOOR FIRE ALARM / MASS NOTIFICATION PLAN - AREA A
391 A4-FA102 GROUND FLOOR FIRE ALARM / MASS NOTIFICATION PLAN - AREA B
392 A4-FA103 GROUND FLOOR FIRE ALARM / MASS NOTIFICATION PLAN - AREA C
393 A4-FA104 GROUND FLOOR FIRE ALARM / MASS NOTIFICATION PLAN - AREA D
394 A4-FA105 SECOND FLOOR FIRE ALARM / MASS NOTIFICATION PLAN - AREA A
395 A4-FA106 SECOND FLOOR FIRE ALARM / MASS NOTIFICATION PLAN - AREA B
396 A4-FA107 SECOND FLOOR FIRE ALARM / MASS NOTIFICATION PLAN - AREA C
397 A4-FA108 SECOND FLOOR FIRE ALARM / MASS NOTIFICATION PLAN - AREA D
398 A4-FA109 THIRD FLOOR OVERALL FIRE ALARM / MASS NOTIFICATION PLAN
399 A4-FA110 FOURTH FLOOR OVERALL FIRE ALARM / MASS NOTIFICATION PLAN
400 A4-FA111 PENTHOUSE FIRE ALARM / MASS NOTIFICATION PLAN - AREAS A AND B
401 A4-FA112 PENTHOUSE FIRE ALARM / MASS NOTIFICATION PLAN - AREAS C AND D
402 A4-FA601 GROUND AND SECOND FLOORS FIRE ALARM / MASS NOTIFICATION SYSTEMS RISER
DIAGRAM
403 A4-FA602 THIRD FLOOR FIRE ALARM / MASS NOTIFICATION SYSTEMS RISER DIAGRAM
404 A4-FA603 FOURTH FLOOR AND PENTHOUSE FIRE ALARM / MASS NOTIFICATION SYSTEMS RISER
DIAGRAM
405 A4-FA604 FIRE ALARM / MASS NOTIFICATION CONTROL MATRIX AND DETAILS
PEDESTRIAN BRIDGE
BID OPTION 1a
EAST CAMPUS QUADRANGLE
EAST CAMPUS - STRUCTURAL
Sequence
No Sheet
Number Sheet Name
39 EC-S001 GENERAL NOTES
40 EC-S100 PLAZA PLAN AND SECTION - BASE BID
41 EC-S101 PLAZA PLAN AND SECTION - BID OPTION 2A
42 EC-S501 TYPICAL CONCRETE DETAILS - BASE BID
43 EC-S502 TYPICAL CONCRETE DETAILS - BID OPTIONS 2A, 2E AND 2F
EAST CAMPUS - LANDSCAPE
Sequence
No Sheet
Number Sheet Name
24 EC-L101 LANDSCAPE LAYOUT PLAN
25 EC-L102 PLANTING PLAN BASE BID
26 EC-L103 PLANTING PLAN BID OPTION 2D
27 EC-L104 LANDSCAPE UNDERGROUND IRRIGATION PLAN BASE BID
28 EC-L105 LANDSCAPE UNDERGROUND IRRIGATION PLAN BID OPTION 2D
29 EC-L301 SECTION ELEVATIONS
30 EC-L401 SITE PLAN ENLARGEMENT - AREA A
31 EC-L402 SITE PLAN ENLARGEMENT - AREA B
32 EC-L403 SITE PLAN ENLARGEMENT - AREA C
33 EC-L404 SITE PLAN ENLARGEMENT - AREA D
34 EC-L501 SITE DETAILS
35 EC-L502 SITE DETAILS
36 EC-L503 PLANTING NOTES AND DETAILS
37 EC-L504 LANDSCAPE UNDERGROUND IRRIGATION DETAILS
38 EC-L505 LANDSCAPE UNDERGROUND IRRIGATION NOTES
EAST CAMPUS - ELECTRICAL
Sequence
No Sheet
Number Sheet Name
50 EC-ES100 ELECTRICAL SITE PLAN OVERALL AND LEGEND
51 EC-ES101 ELECTRICAL SITE PLAN AREA A
52 EC-ES102 ELECTRICAL SITE PLAN AREA B
53 EC-ES103 ELECTRICAL SITE PLAN AREA C
54 EC-ES104 ELECTRICAL SITE PLAN AREA D
55 EC-ES501 SITE ELECTRICAL DETAILS
EAST CAMPUS - CIVIL
Sequence
No Sheet
Number Sheet Name
9 EC-B101 EAST CAMPUS QUADRANGLE BORING LOCATIONS AND LOGS OF
BORINGS
10 EC-C101 EAST CAMPUS QUADRANGLE DEMOLITION SITE PLAN
11 EC-C102 EAST CAMPUS QUADRANGLE SITE LAYOUT PLAN
12 EC-C103 EAST CAMPUS QUADRANGLE PAVING PLAN
13 EC-C104 EAST CAMPUS QUADRANGLE GRADING SITE PLAN
14 EC-C105 EAST CAMPUS QUADRANGLE UTILITY SITE PLAN
15 EC-C106 EAST CAMPUS QUADRANGLE STORM WATER POLLUTION PREVENTION
PLAN
16 EC-C107 EAST CAMPUS SIDEWALK A PLAN AND PROFILE
17 EC-C108 EAST CAMPUS SIDEWALK B PLAN AND PROFILE
18 EC-C109 EAST CAMPUS QUADRANGLE - STORM DRAIN LINE A - PLAN AND PROFILE
19 EC-C110 EAST CAMPUS QUADRANGLE - STORM DRAIN LINES B AND C - PLAN AND
PROFILE
20 EC-C401 EAST CAMPUS QUADRANGLE ENLARGED SUBDRAIN LINE PLAN AND
DETAILS
21 EC-C402 EAST CAMPUS QUADRANGLE ENLARGED GRADING PLAN
22 EC-C501 EAST CAMPUS QUADRANGLE MISCELLANEOUS DETAILS
23 EC-C502 EAST CAMPUS QUADRANGLE TEMPORARY EROSION SEDIMENT AND
WATER POLLUTION CONTROL MEASURES
EAST CAMPUS - ARCHITECTURAL (SITE FEATURES ELEMENTS DESIGN)
Sequence
No Sheet
Number Sheet Name
44 EC-A100 PLAZA AND WALK PLAN
45 EC-A101 PLAZA PLAN AND SECTIONS (BID OPTIONS)
46 EC-A102 PLAZA PLAN AND SECTIONS (BASE BID)
47 EC-A103 PLAZA PLAN (BID OPTIONS)
48 EC-A200 GATEWAY MARKERS AND DCF MARKERS (BID OPTIONS)
49 EC-A201 WALLS FINISH / VENEER DETAILS (BID OPTIONS 2G)
PEDESTRIAN BRIDGE - STRUCTURAL
Sequence
No Sheet
Number Sheet Name
14 P4-S001 GENERAL NOTES - BID OPTION 1A
15 P4-S002 GENERAL NOTES AND ABBREVIATIONS - BID OPTIONS 1A
16 P4-S101 FOUNDATION PLAN - BID OPTION 1A
17 P4-S102 PLAN AND ELEVATION - AREA A - BID OPTION 1A
18 P4-S103 PLAN AND ELEVATION - AREA B - BID OPTION 1A
19 P4-S201 ARCH ELEVATION - BID OPTION 1A
20 P4-S501 TYPICAL DETAILS - BID OPTION 1A
21 P4-S502 ABUTMENT PLAN, SECTIONS AND DETAILS - BID OPTION 1A
22 P4-S503 BENT PLAN, SECTIONS AND DETAILS - BID OPTION 1A
23 P4-S504 DECK SLAB AND CURB DETAILS - BID OPTION 1A
24 P4-S505 PRESTRESSED CONCRETE I-BEAM DETAILS - BID OPTION 1A
25 P4-S506 ELASTOMERIC BEARING AND BEAM END DETAILS - BID OPTION 1A
26 P4-S507 MISCELLANEOUS DETAILS - BID OPTION 1A
27 P4-S508 ARCH SECTIONS AND DETAILS - BID OPTION 1A
PEDESTRIAN BRIDGE - ELECTRICAL
Sequence
No Sheet
Number Sheet Name
32 P4-EL101 LIGHTING AND DETAILS BID OPTION 1A
VOLUME III
FIRE PROTECTION
Sequence
No Sheet
Number Sheet Name
254 A4-F001 FIRE PROTECTION LEGEND AND NOTES
255 A4-F100 GROUND FLOOR FIRE PROTECTION PLAN - AREA A
256 A4-F101 GROUND FLOOR FIRE PROTECTION PLAN - AREA B
257 A4-F102 GROUND FLOOR FIRE PROTECTION PLAN - AREA C
258 A4-F103 GROUND FLOOR FIRE PROTECTION PLAN - AREA D
259 A4-F104 SECOND THROUGH FOURTH FLOOR FIRE PROTECTION PLAN - AREA A
260 A4-F105 SECOND THROUGH FOURTH FLOOR FIRE PROTECTION PLAN - AREA B
261 A4-F106 SECOND THROUGH FOURTH FLOOR FIRE PROTECTION PLAN - AREA C
262 A4-F107 SECOND THROUGH FOURTH FLOOR FIRE PROTECTION PLAN - AREA D
263 A4-F108 PENTHOUSE FIRE PROTECTION PLAN - AREA A
264 A4-F109 PENTHOUSE FIRE PROTECTION PLAN - AREA B
265 A4-F110 PENTHOUSE FIRE PROTECTION PLAN - AREA C
266 A4-F111 PENTHOUSE FIRE PROTECTION PLAN - AREA D
267 A4-F501 FIRE PROTECTION DETAILS
268 A4-F601 FIRE PROTECTION OCCUPANCY SCHEDULE
269 A4-F602 FIRE PROTECTION OCCUPANCY SCHEDULE
PLUMBING
Sequence
No Sheet
Number Sheet Name
270 A4-P001 PLUMBING LEGEND
271 A4-P101 CRAWL SPACE OVERALL PLUMBING PLAN
272 A4-P102 GROUND FLOOR OVERALL PLUMBING PLAN
273 A4-P103 SECOND AND THIRD FLOOR OVERALL PLUMBING PLAN
274 A4-P104 FOURTH FLOOR OVERALL PLUMBING PLAN
275 A4-P105 PENTHOUSE OVERALL PLUMBING PLAN
276 A4-P106 MECHANICAL YARD PLUMBING PLAN
277 A4-P401 ENLARGED CRAWL SPACE RESTROOM PLANS
278 A4-P402 ENLARGED RESTROOM PLUMBING PLANS
279 A4-P403 ENLARGED PLUMBING PLANS
280 A4-P404 ENLARGED MECHANICAL ROOM PLUMBING PLANS
281 A4-P405 ENLARGED MECHANICAL ROOM PLANS
282 A4-P501 PLUMBING DETAILS
283 A4-P502 PLUMBING DETAILS
284 A4-P601 PLUMBING SCHEDULES
285 A4-P901 PLUMBING ISOMETRIC PLANS
286 A4-P902 PLUMBING ISOMETRIC PLANS
287 A4-P903 PLUMBING PIPING RISER ISOMETRIC PLANS - AREAS A - D
288 A4-P904 PLUMBING ISOMETRIC PLANS
289 A4-P905 PLUMBING ISOMETRIC PLANS
290 A4-P906 PLUMBING ISOMETRIC PLANS
291 A4-P907 PLUMBING ISOMETRIC PLANS
292 A4-P908 PLUMBING FUEL GAS ISOMETRIC PLAN
293 A4-P909 PLUMBING ISOMETRIC PLANS
MECHANICAL
Sequence
No Sheet
Number Sheet Name
294 A4-M001 HVAC LEGEND AND GENERAL NOTES
295 A4-M100 CRAWL SPACE OVERALL HVAC AND HYDRONIC PLAN
296 A4-M101 GROUND FLOOR OVERALL HVAC PLAN
297 A4-M102 SECOND FLOOR OVERALL HVAC PLAN
298 A4-M103 THIRD FLOOR OVERALL HVAC PLAN
299 A4-M104 FOURTH FLOOR OVERALL HVAC PLAN
300 A4-M105 PENTHOUSE OVERALL HVAC PLAN
301 A4-M106 GROUND FLOOR HVAC PLAN - AREA A
302 A4-M107 GROUND FLOOR HVAC PLAN - AREA D
303 A4-M108 SECOND THROUGH FOURTH FLOOR TYPICAL HVAC PLAN - AREA A
304 A4-M109 SECOND THROUGH FOURTH FLOOR TYPICAL HVAC PLAN - AREAS B, C AND D
305 A4-M110 PENTHOUSE HVAC FLOOR PLAN - AREA A
306 A4-M111 PENTHOUSE HVAC FLOOR PLAN - AREA B
307 A4-M112 PENTHOUSE HVAC FLOOR PLAN - AREA C
308 A4-M113 PENTHOUSE HVAC FLOOR PLAN - AREA D
309 A4-M114 GROUND FLOOR HYDRONIC PIPING PLAN - AREA A
310 A4-M115 GROUND FLOOR HYDRONIC PIPING PLAN - AREA D
311 A4-M116 PENTHOUSE HYDRONIC PIPING PLAN - AREA A
312 A4-M117 PENTHOUSE HYDRONIC PIPING PLAN - AREA B
313 A4-M118 PENTHOUSE HYDRONIC PIPING PLAN - AREA C
314 A4-M119 PENTHOUSE HYDRONIC PIPING PLAN - AREA D
315 A4-M301 HVAC SECTIONS
316 A4-M302 HYDRONIC PIPING SECTIONS
317 A4-M303 HVAC SECTIONS
318 A4-M304 HVAC SECTIONS
319 A4-M401 ENLARGED MECHANICAL ROOM PLANS AND SECTION
320 A4-M402 ENLARGED MECHANICAL PLANS
321 A4-M403 ENLARGED MECHANICAL PLANS
322 A4-M501 HVAC DETAILS
323 A4-M502 HVAC DETAILS
324 A4-M601 HVAC SCHEDULES
325 A4-M602 HVAC SCHEDULES
326 A4-M603 HEATING WATER FLOW DIAGRAM
327 A4-M604 CHILLED WATER FLOW DIAGRAM
328 A4-M605 HVAC CONTROLS
329 A4-M606 HVAC CONTROLS
330 A4-M607 HVAC CONTROLS
331 A4-M608 HVAC CONTROLS
332 A4-M609 HVAC CONTROLS
333 A4-M610 HVAC CONTROLS
ELECTRICAL
Sequence
No Sheet
Number Sheet Name
334 A4-E-001 ELECTRICAL SYMBOL LEGENDS AND ABBREVIATIONS
335 A4-EL101 GROUND FLOOR LIGHTING PLAN - AREA A
336 A4-EL102 GROUND FLOOR LIGHTING PLAN - AREA B
337 A4-EL103 GROUND FLOOR LIGHTING PLAN - AREA C
338 A4-EL104 GROUND FLOOR LIGHTING PLAN - AREA D
339 A4-EL105 SECOND FLOOR LIGHTING PLAN - AREA A
340 A4-EL106 SECOND FLOOR LIGHTING PLAN - AREA B
341 A4-EL107 SECOND FLOOR LIGHTING PLAN - AREA C
342 A4-EL108 SECOND FLOOR LIGHTING PLAN - AREA D
343 A4-EL109 THIRD FLOOR OVERALL LIGHTING PLAN
344 A4-EL110 FOURTH FLOOR OVERALL LIGHTING PLAN
345 A4-EL111 PENTHOUSE LIGHTING PLAN - AREAS A AND B
346 A4-EL112 PENTHOUSE LIGHTING PLAN - AREAS D AND C
347 A4-EL501 LIGHTING FIXTURE DETAILS
348 A4-EL502 LIGHTING FIXTURE DETAILS
349 A4-EL503 LIGHTING CONTROL DETAILS AND SCHEDULES
350 A4-EP101 GROUND FLOOR POWER PLAN - AREA A
351 A4-EP102 GROUND FLOOR POWER PLAN - AREA B
352 A4-EP103 GROUND FLOOR POWER PLAN - AREA C
353 A4-EP104 GROUND FLOOR POWER PLAN - AREA D
354 A4-EP105 SECOND FLOOR POWER PLAN - AREA A
355 A4-EP106 SECOND FLOOR POWER PLAN - AREA B
356 A4-EP107 SECOND FLOOR POWER PLAN - AREA C
357 A4-EP108 SECOND FLOOR POWER PLAN - AREA D
358 A4-EP109 THIRD FLOOR OVERALL POWER PLAN
359 A4-EP110 FOURTH FLOOR OVERALL POWER PLAN
360 A4-EP111 PENTHOUSE ENLARGED POWER PLAN - AREAS A AND B
361 A4-EP112 PENTHOUSE ENLARGED POWER PLAN - AREAS C AND D
362 A4-EP401 CRAWL SPACE POWER AND LIGHTING PLAN - AREAS A AND B
363 A4-EP402 CRAWL SPACE POWER AND LIGHTING PLAN - AREAS C AND D
364 A4-EP403 EQUIPMENT YARDS ENLARGED SITE POWER PLAN - AREA A
365 A4-EP404 GROUND FLOOR MECHANICAL AND ELECTRICAL ROOM ENLARGED POWER PLANS
366 A4-EP405 SECOND FLOOR MECHANICAL AND ELECTRICAL ROOM ENLARGED POWER PLANS
367 A4-EP406 THIRD FLOOR MECHANICAL AND ELECTRICAL ROOM ENLARGED POWER PLANS
368 A4-EP407 FOURTH FLOOR MECHANICAL AND ELECTRICAL ROOM ENLARGED POWER PLANS
369 A4-EP408 TYPICAL ELECTRICAL ROOM ELEVATIONS AND ENLARGED PLANS
370 A4-EP409 MAIN ELECTRICAL ROOM A123 ELEVATIONS
371 A4-EP501 ELECTRICAL DETAILS
372 A4-EP502 GENERATOR INSTALLATION DETAILS
373 A4-EP601 ELECTRICAL ONE-LINE DIAGRAM
374 A4-EP602 ELECTRICAL SCHEDULES
375 A4-EP603 MECHANICAL EQUIPMENT SCHEDULES
376 A4-EP604 PANEL SCHEDULES
377 A4-EP605 PANEL SCHEDULES
378 A4-EP606 PANEL SCHEDULES
379 A4-EP607 PANEL SCHEDULES
380 A4-EP608 PANEL SCHEDULES
381 A4-EP609 PANEL SCHEDULES
382 A4-EP610 PANEL SCHEDULES
383 A4-EP611 PANEL SCHEDULES
384 A4-EP612 PANEL SCHEDULES
385 A4-EP613 PANEL SCHEDULES
386 A4-EP614 PANEL SCHEDULES
387 A4-EG101 ROOF LIGHTNING PROTECTION PLAN
388 A4-EG501 GROUNDING / LIGHTNING PROTECTION SYSTEM DETAILS
389 A4-EG601 GROUNDING SYSTEM RISER DIAGRAM
PEDESTRIAN BRIDGE - GENERAL - VOLUME III
Sequence
No Sheet
Number Sheet Name
1 A4-G001 DRAWING INDEX, BID OPTIONS, AND GENERAL REQUIREMENTS
2 A4-G002 DRAWING INDEX
EAST CAMPUS - GENERAL - VOLUME IV
Sequence
No Sheet
Number Sheet Name
1 A4-G001 DRAWING INDEX, BID OPTIONS, AND GENERAL REQUIREMENTS
2 A4-G002 DRAWING INDEX
3 EC-G003 EAST CAMPUS QUADRANGLE PROJECT LOCATION PLAN
4 EC-G004 EAST CAMPUS QUADRANGLE CONSTRUCTION AREA PLAN
5 EC-G005 EAST CAMPUS QUADRANGLE CONSTRUCTION FENCE PHASING PLANS I
6 EC-G006 EAST CAMPUS QUADRANGLE CONSTRUCTION FENCE PHASING PLANS II
7 EC-G007 EAST CAMPUS QUADRANGLE CONSTRUCTION FENCE PAHSING PLANS III
8 EC-G008 EAST CAMPUS QUADRANGLE - PHASING PLAN
VOLUME IV
PEDESTRIAN BRIDGE - CIVIL
Sequence
No Sheet
Number Sheet Name
6 P4-B101 BORING LOCATIONS AND LOGS OF BORINGS
7 P4-C101 BID OPTION 1A DEMOLITION SITE AND ELECTRICAL PLANS
8 P4-C102 BID OPTION 1A SITE LAYOUT AND GRADING PLANS
9 P4-C103 STORM DRAIN LINE - PLAN AND PROFILE
10 P4-C501 MISCELLANEOUS DETAILS
11 P4-C502 TEMPORARY EROSION SEDIMENT AND WATER POLLUTION CONTROL
MEASURES
12 P4-C503 CONSTRUCTION FENCE DETAILS
13 P4-C504 FREE ZONE CONSTRUCTION FENCE DETAILS
PEDESTRIAN BRIDGE - ARCHITECTURAL
Sequence
No Sheet
Number Sheet Name
28 P4-A100 PLANS
29 P4-A101 ELEVATIONS - BID OPTION 1A
30 P4-A501 DETAILS - BID OPTION 1A
31 P4-A502 DETAILS - BID OPTION 1A
GENERAL - VOLUME II
Sequence
No Sheet
Number Sheet Name
1 A4-G001 DRAWING INDEX, BID OPTIONS, AND GENERAL REQUIREMENTS
2 A4-G002 DRAWING INDEX
3 P4-G003 PROJECT LOCATION PLAN
4 P4-G004 CONSTRUCTION AREA PLAN
5 P4-G005 AREA PLAN - BID OPTION 1A
N o.
D es cr ip tio n
D .O
.N o.
A ct io n
D
GENERAL REQUIREMENTS
DESIGN CRITERIA
VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE
STARTING WORK. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY
CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE
CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE
LATEST CODES, AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 5TH EDITION, AASHTO
SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A LIST OF ALL PROPOSED
SUBSTITUTIONS TO THE CONTRACTING OFFICER FOR REVIEW BEFORE FABRICATION.
SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY
PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN
PIPES, SLEEVES, ETC.: SHALL NOT BE PLACED IN SLABS OR BEAMS UNLESS SPECIFICALLY
SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES , SLEEVES,
ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN OF APPROVAL FOR
INSTALLATION OF ANY ADDITIONAL PIPES OR SLEEVES, ETC.
EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT,
PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED.
CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON
BRIDGE DECK. LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING FOR THE
SUPPORTING MEMBERS AND THEIR CONNECTIONS.
THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS, REFER
TO ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL
ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF
REFER TO ELECTRICAL PLANS FOR SLEEVES AND HANGERS FOR
PIPES, DUCTS AND EQUIPMENT.
CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND
SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE
METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR
SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING,
AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL ONLY
BE MADE AFTER WRITTEN APPROVAL BY THE CONTRACTING OFFICER.
CONCRETE GRADE WALLS SHALL BE TEMPORARILY BRACED IF BACKFILL IS ONLY ON
ONE SIDE OR BACK FILLED ON BOTH SIDES SIMULTANEOUSLY, WHERE REQUIRED, TO
PREVENT DEFLECTION, CRACKING OR FAILURE OF CONCRETE GRADE WALLS.
IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE LOCAL
SAFETY REQUIREMENTS, ALL OSHA REQUIREMENTS AND EM385-1-1.
EXPANSION ANCHORS CAN ONLY BE USED FOR FIELD REPAIRS AND REQUIRE APPROVAL
OF THE CONTRACTING OFFICER.
GRAVITY LOADS IN ACCORDANCE WITH AASHTO LRFD GUIDE SPECIFICATIONS FOR THE
DESIGN OF PEDESTRIAN BRIDGES, 2009
LIVE LOADS:
LATERAL LOADS:
WIND LOADS:
IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS
FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, 2009, AASHTO LRFD BRIDGE
BASIC WIND SPEED
WIND IMPORTANCE FACTOR
SEISMIC CRITERIA FOR NEW STRUCTURE:
DETERMINED IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,
SITE CLASSIFICATION
SHORT PERIOD SPECTRAL ACCELERATION
ONE SECOND SPECTRAL ACCELERATION
SEISMIC DESIGN CATEGORY
SEISMIC IMPORTANCE FACTOR
RESPONSIBILITY OF SUCH ENGINEERING RESTS WITH THE PERSON SEALING THE
INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING
AND TESTING REQUIREMENTS, REFER TO THE PROJECT SPECIFICATIONS AND THE
SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF
ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT,
STRUCTURAL ENGINEER, CONTRACTOR AND CONTRACTING OFFICER. ANY MATERIALS
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. SPECIAL INSPECTION
TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.
SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION.
PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT
TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL
INSPECTION IS IN COMPLIANCE.
SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, SUCH AS BRACING,
STIFFENING MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT
OF A COMPARABLE APPROVED METHOD.
FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,
REINFORCING IN BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR
WALLS AND SHEAR REINFORCEMENT PERIODIC INSPECTION MAY BE USED FOR OTHER
MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION
WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES
THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE.
ICC REPORT AND SHALL INCLUDE AS A MINIMUM VERIFICATION OF HOLE DEPTH AND
DIAMETER, CLEAN OUT, ALL MATERIALS AND INSTALLATION TORQUE.
SPECIAL INSPECTION
GOVERNMENTS AGENT.
1.
2.
3.
4.
5.
6.
7.
8.
9.
11.
12.
13.
16.
17.
20.
SPECIAL INSPECTOR: EMPLOYED BY THE CONTRACTOR AND ACTING AS THE
ON DRAWINGS.
STRUCTURAL MEMBERS.
THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL DESIGN,
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
DO NOT SCALE DRAWINGS.
THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED BY A CERTIFIED SPECIAL
WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT
CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE
THE STEEL FRAME SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS
ALL WELDS SHALL BE VISUALLY INSPECTED.
ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USE
CONTINUOUS INSPECTION IS REQUIRED FOR WELDING OF REINFORCING THAT RESISTS
INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE
INSPECTION/TESTING SHALL BE IN CONFORMANCE WITH THE ANCHOR MANUFACTURER'S
EACH CONNECTION.
WELDED REINFORCING.
ANY ENGINEERING SUBMITTED FOR REVIEW SHALL BE APPROPRIATELY SEALED. FULL
DESIGN.
"DRILLED CAISSON BELLED PIERS"
DRILLED PIERS FOUNDATIONS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:
CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING
SHEATHING, AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLY FOR ALL
EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH
ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.
ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND
RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN
STRENGTH. CONTRACTOR SHALL BRACE OR PROTECTALL BUILDING AND PIT WALLS
BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHED FLOORS ARE COMPLETELY IN
PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR
DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING.
ALLOWABLE LOAD PER: = 20 KSF END BEARING
PRECAUTIONS SHALL BE TAKEN DURING THE INSTALLATION OF PIERS TO THE POSSIBILITY
OF CAVING. CLOSELY SPACED PIERS SHALL BE DRILLED AND FILLED ALTERNATELY,
ALLOWING THE CONCRETE TO SET AT LEAST EIGHT HOURS BEFORE DRILLING AN ADJACENT
HOLE. PIER EXCAVATIONS SHALL BE FILLED WITH CONCRETE AS SOON AFTER DRILLING
AND INSPECTION AS POSSIBLE; THE HOLES SHALL NOT BE LEFT OPEN OVERNIGHT. A
DIFFICULTIES DUE TO WATER MAY BE REDUCED IF THE PIERS ARE CAST IMMEDIATELY
AFTER INSPECTION. ANY WATER SHALL BE PUMPED FROM THE EXCAVATIONS AND
THE CONCRETE PLACED IN THE DRY. GROUNDWATER SHALL BE ANTICIPATED DURING
MINIMUM PIER SHAFT DIAMETER SHALL BE 24".
CLEAR DISTANCE OF AT LEAST 20 FEET ± 6" SHALL BE MAINTAINED BETWEEN INDIVIDUAL
PIERS.
OPERATIONS, THEREFORE, THE CONTRACTOR SHALL HAVE TEMPORARY STEEL CASINGS
AND PUMPS AT THE JOB SITE PRIOR TO CONSTRUCTION OF DRILLING PIERS.
FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON
DRAWINGS SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY
CONTRACTING OFFICER, FOUNDATION ELEVATIONS WILL BE ALTERED BY CHANGE
ORDER.
FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE
MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT AND
APPROVED BY THE CONTRACTING OFFICER.
ALL ABANDONED UTILITIES, ETC. SHALL BE REMOVED. NEW FOUNDATIONS MUST
EXTEND INTO UNDISTURBED SOILS.
DISCREPANCIES.
GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.
V = 90 MPH
I = 1.15
C Ss = 0.05g S1 = 0.015g A 1.0
CONTINUOUS
(3)
XEXPANSION ANCHOR PLACEMENT
WELDING OF STAIRS/RAILING SYSTEMS
STRUCTURAL STEEL
HIGH STRENGTH BOLTING
FILLET WELDS > 5/16"
METAL DECK WELDING
SHOP WELDING (2)
EMBEDDED PLATES
PARTIAL/COMPLETE PENETRATION
SINGLE PASS FILLET WELDS < 5/16"
WELDING OF ANCHORS AND STUDS
ANCHOR BOLTS & INSERTS
PREPARATION OF TEST SPECIMENS
EPOXY ANCHOR PLACEMENT
CONCRETE PLACEMENT
FINAL FOUNDATION PREPARATION
REINFORCING WELDING
REINFORCING PLACEMENT
CONCRETE
GRADING, EXCAVATION & FILL
REINFORCING COUPLING
SOILS
ITEM
X
X
X
REF. SECTION 1704.3.3
REF. NOTE 4
REF. NOTE 4
REF. NOTE 5
BY GEOTECHNICAL ENGINEER
BY GEOTECHNICAL ENGINEER
REF. NOTE 6
COMMENTSPERIODIC
(3)
RECORD SLUMP, AIR CONTENT
AND TEMPERATURE
MATERIAL VERIFICATION
CURING
DETAIL CONFORMANCE REF. NOTE 3
REF. NOTE 8
REF. NOTE 8
X
X
SPECIAL INSPECTION PROGRAM
FIELD WELDING
LIGHT GAUGE METAL FRAMING WELDING
FILLET WELDS > 5/16"
PARTIAL/COMPLETE PENETRATION
SINGLE PASS FILLET WELDS < 5/16"
REF. NOTE 5
REF. NOTE 4
REF. NOTE 4
FLOOR AND ROOF DECK WELDS
PREFABRICATED CONSTRUCTION REF. NOTE 7
PRE-STRESSING STEEL PLACEMENT
PRE-STRESSING STEEL STRESSING
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SPECIAL INSPECTION PROGRAM FOOTNOTES:
2.
3.
4.
5.
6.
7.
1.
8.
5.
FOUNDATION:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
ALL DRILLED PIER EXCAVATIONS SHALL BE INSPECTED BY THE CONTRACTING OFFICER
TO VERIFY THE DEPTH OF THE EXCAVATION AND THAT THE DESIRED PENETRATION INTO
NATURAL SOILS IS ACHIEVED. DRILLED PIERS SHALL BE AT 713.0 FEET (NGVD) AND BEAR
AT LEAST 3 FEET INTO TRANSITION ZONE PER REPORT. THE CONTRACTOR WILL HIRE A
PROCEED WITH BACK FILLING OPERATIONS IN A SAFE AND UNIFORM MANNER. SEE
SPECIFICATIONS FOR REQUIREMENTS.
18.
19.
9.
10.
* 1/3 INCREASE NOT ALLOWED FOR WIND OR SEISMIC LOADING.
TESTING LAB AND A LICENSED ENGINEER FOR THIS PURPOSE TO VERIFY THAT THE
ANTICIPATED STRATUM HAS BEEN HIT AND TO RECORD VERIFICATION INDEPENDENT
OF THE FOUNDATION CONTRACTOR IN A PIER LOG BEARING THE LICENSED ENGINEER'S
SIGNATURE. THE GOVERNMENT MAY ALSO PROVIDE INSPECTION, BUT THIS DOES NOT
RELIEVE CONTRACTOR OF RESPONSIBILITY FOR THE INDEPENDENT INSPECTION.
OBSERVATION
DRILLED PIERS & CASSIONS
X REF. NOTE 9
VERIFICATION X REF. NOTE 10
OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR
EACH PIER.
LRFD GUIDE SPECIFICATIONS FOR THE DESGN OF PEDESTRIAN BRIDGES, 2009, TXDOT
BRIDGE DESIGN MANUAL AND UFC 3-310-01.
90 PSF PEDESTRIAN LOAD
H10 TRUCK
DESIGN SPECIFICATIONS, 5TH EDITION.
5TH EDITION, BY INCORPORATING THE FOLLOWING PARAMETERS:
SUBMITTED TO THE CONTRACTING OFFICER. ALL DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR
CORRECTION; THEN, IF NOT CORRECTED, THE CONTRACTING OFFICER.
THE WORK UNLESS OTHERWISE SPECIFIED.
PERFORM THE TYPES OF SPECIAL INSPECTIONS SPECIFIED. A CERTIFICATE OF
SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION SHALL BE
COMPLETED AND SUBMITTED TO THE CONTRACTING OFFICER.
SUBMIT APPLICATION TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO
FABRICATION.
B)
CONTRACTING OFFICER PRIOR TO ERECTION OF PREFABRICATED COMPONENTS.
OFFICER. SPECIFICALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED
WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER AND THE SPECIAL
INSPECTOR IS SUBJECT TO REOPENING OR EXPOSURE.
SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY
PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION.
REPORTS: PREPARED BY THE INSPECTOR AND SIGNED BY A ENGINEER AND
THE SPECIAL INSPECTION IS TO BE CONTINUOUS DURING THE PERFORMANCE OF
CERTIFICATION: INSPECTOR SHALL BE CERTIFIED BY THE CONTRACTING OFFICER TO
OFF-SITE FABRICATION:
SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION TO THE
SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY THE CONTRACTING
RESPONSIBILITY: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE
A)
TO THESE REQUIREMENTS.
SPECIAL INSPECTION SHALL BE REQUIRED AS NOTED IN SPECIFICATIONS IN ADDITION
2.
3.
4.
5.
6.
7.
8.
1.
SHOP DRAWINGS/SUBMITTALS
VERIFY HIS DESIGN CONCEPT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK
CURSORY REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY
REQUIRED FOR SUBMITTAL FOR STRUCTURAL REVIEW IN ADDITION TO THAT
BY LOCATION PLAN IDENTIFYING THE MEMBERS INVOLVED AND CLOUDING AROUND
ADDED INFORMATION.
THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE ENGINEER
THE STRUCTURAL SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A
THE FOLLOWING SHOP DRAWINGS AND CALCULATIONS, WHEN APPLICABLE, ARE
ANY SUBMITTAL OF A DETAIL SHEET WITH ADDED INFORMATION SHALL BE ACCOMPANIED
CONCRETE MIX DESIGNS
PRECAST CONCRETE MEMBERS
WELDING PROCEDURE SPECIFICATIONS
STRUCTURAL STEEL SHOWN ON STRUCTURAL DRAWINGS
CONSTRUCTION JOINT LOCATIONS
HIS OWN SHOP DRAWINGS. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTING
THE CONTRACTOR'S CHECKING.
OFFICER.
REQUIRED PER THE SPECIFICATIONS.
1.
2.
3.
A) B) C)
E) F)
4.
REINFORCING STEEL
D)
DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE)
AND ADEQUATE END BEARING STRATA CAPACITY.
VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELL
"CONVENTIONAL AND MAT FOUNDATION"
SOILS INFORMATION BASED ON "AIRMAN TRAINING COMPLEX - DORMITORY 4 AND ATC
PEDESTRIAN BRIDGE AND ATC-EAST CAMPUS CENTER, LACKLAND AIR FORCE BASED,
TEXAS, BY CESWF-EC-DG, U.S. ARMY CORPS OF ENGINEERS, FORT WORTH DISTRICT",
FOUNDATION:
1.
FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:
ALLOWABLE BEARING * = 2000 PSF
2.
EQUIVALENT FLUID PRESSURE = 88 PCF : UNRESTRAINED EXPANSIVE SOIL
= 88 PCF : RESTRAINED EXPANSIVE SOIL
PASSIVE EARTH PRESSURE = 42 PCF : UNRESTRAINED NONEXPANSIVE SOIL
= 70 PCF : RESTRAINED NONEXPANSIVE SOIL
COEFFICIENT OF FRICTION = 0.3
MODULUS OF HORIZONTAL SUB
-GRADE REACTION = 100 PCI
* ALLOWABLE BEARING MAY NOT BE INCREASED BY 1/3 FOR WIND AND SEISMIC
LOAD CASES.
3. FOOTING SHALL BEAR ON FIRM SELECT FILL SOILS. MINIMUM DEPTH OF FOOTINGS
BELOW LOWEST ADJACENT FINAL GRADE SHALL BE 18". MINIMUM WIDTH OF FOOTING
SHALL BE 12".
4. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FOR EITHER
SURFACE WATER, GROUND WATER, OR SEEPAGE, IF REQUIRED.
5. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,
SHEATHING, AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL
EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF
ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH
ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.
6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL
BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN
STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS
BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHED FLOORS ARE COMPLETELY IN
PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR
DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING.
7. SUBGRADE PREPARATION AND FILL REQUIREMENTS
SUBGRADE PREPARATION FOR SLAB ON GRADE FLOORS SHALL CONSIST OFA)
REMOVING AT LEAST 6 FOOT OF EXISTING MATERIAL, AND REPLACING WITH
COMPACTED NONEXPANSIVE BACKFILL MATERIAL, ANY ADDITIONAL FILL REQUIRED
TO REACH FINAL SUBGRADE ELEVATION BELOW THE BUILDING FLOOR SLAB SYSTEM
SHALL BE NONEXPANSIVE MATERIAL AS WELL. THE UPPER 6 INCHES OF EXISTING
SUBGRADE EXPOSED AFTER EXCAVATION OPERATIONS SHALL BE SCARIFIED,
MOISTENED, AND RECOMPACTED TO THE SAME DENSITY AS REQUIRED FOR
NONEXPANSIVE FILL. NONEXPANSIVE FILL SHALL BE PLACED IN CONTROLLED
LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS AND COMPACTED TO AT
LEAST 95 PERCENT OF LABORATORY MAXIMUM DENSITY AS DETERMINED IN
ACCORDANCE WITH ASTM D 1557.
TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THATB)
THE SUBGRADE, FILL AND BACKFILL MATERIAL ARE PROPERLY COMPACTED. THE
FOLLOWING FREQUENCIES OF TESTING SHALL BE INCLUDED IN THE CONTRACT
AS A MINIMUM:
i) IN-PLACE DENSITY OF THE SUBGRADE, FILLS AND BACKFILLS SHALL BE
PERFORMED FOR EVERY 2500 SQUARE FEET PER LIFT IN ACCORDANCE WITH
ASTM D 1556 OR ASTM D 2922.
ii) OPTIMUM MOISTURE AND LABORATORY MAXIMUM DENSITY OF NONEXPANSIVE
FILL AND BACKFILL SHALL BE PERFORMED FOR EVERY 500 CUBIC YARDS OR
WHEN ANY CHANGE IN MATERIAL OCCURS.
8. FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON
DRAWINGS. SOIL ENCOUNTERED AT THESE DEPTHS SHALL BE APPROVED BY
THE CONTRACTING OFFICER.
9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE
MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT
AND APPROVED BY THE INSPECTOR.
10. ALL ABANDONED UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS
MUST EXTEND INTO UNDISTURBRD SOILS.
11. SLABS ON GRADE SHALL BE SUPPORTED ON NATURAL GRADE OR COMPACTED FILL
PER THE RECOMMENDATIONS OF THE SOILS REPORT.
CEMENT
AGGREGATE
REINFORCEMENT
ASTM A - 706 GRADE 60 WELDED
ASTM F-1554 GRADE 36 ANCHOR BOLTS
THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE THE MINIMUM
COMPRESSIVE STRENGTHS AT 28 DAYS AND THE WATER/CEMENT RATIO IS THE
MAXIMUM. THE SPECIFIED SLUMP IS THE MAXIMUM PRIOR TO THE ADDITION OF
ADMIXTURES. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF).
ITEM OF
CONSTRUCTION
DRILLED PIERS
PRESTRESSED I-GIRDERS
BRIDGE SLAB
OF SEVENTY PERCENT OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE
CONSTRUCTION REQUIRING SHORING, BRACING OR TO RECEIVE CONSTRUCTION LOADS.
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE INCORPORATED
IN THE CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING (HRWR) ADMIXTURE
CONFORMING ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES PROVIDING
THAT SLUMP DOES NOT EXCEED 9". AN AIR-ENTRAINING AGENT CONFORMING TO ASTM
C260 SHALL BE USED IN CONCRETE MIXES FOR THE EXTERIOR HORIZONTAL SURFACES
MATERIALS:
CONCRETE STRENGTHS:
CONTINUOUS SPECIAL INSPECTION IS REQUIRED AS NOTED IN TABLE IN "SPECIAL
CONCRETE SHALL BE PROPORTIONED SUCH THAT 7 DAY STRENGTHS ARE A MINIMUM OF
A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT
VOLUME.
EXPOSED TO COLD WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 6% ± 1% BY
REINFORCED CONCRETE
1.
2.
3.
4.
5.
ASTM C - 150 TYPE I I OR I
ASTM C - 33 CRUSHED ROCK
ASTM A - 615 GRADE 60 TYPICAL
REINFORCEMENT
ANCHOR BOLTS
STRENGTH AGGREGATE SLUMP
(PSI) GRADE (IN) RATIO
3,600 5 5 1/2-7 1/2 0.60 5,000 5 4-6 1/2 0.45
3,600 5 3-5 0.45 4,000 4 4-5 1/2 0.45
FINE AGGREGATE......... ASTM C - 33 CRUSHED ROCK
4" SLUMP BEFORE WATER REDUCING AGENTS OR PLASTICIZERS ARE ADDED, 6"- 8"
SLUMP AFTER WATER REDUCING AGENTS OR PLASTICIZERS ARE ADDED.
6.
MAXIMUM
CONCRETE
CLASS
B H
S
BENT CAP AND COLUMNS.............C
3,600 5 3-5 0.45BRIDGE SUBSTRUCTURE..............C
TXDOT
315 AND ACI 318. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTING
OFFICER BEFORE FABRICATION.
MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
MIN. COVER,
INCHES
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
CONCRETE EXPOSED TO EARTH OR WEATHER:
SLABS:
TOP MAT
BOTTOM MAT
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT TIES;
REINFORCEMENT:
CAST-IN-PLACE CONCRETE (NON-PRESTRESSED). THE FOLLOWING
STIRRUPS, SPIRALS
7.
A) SHOP DRAWINGS, FABRICATION AND PLACING: SHALL CONFORM TO ACI
B)
1 1/4
1 1/2
INSPECTION" SECTION.
COURSE
DATED FEBRUARY 2011.
SOILS INFORMATION BASED ON "AIRMAN TRAINING COMPLEX - DORMITORY 4 AND ATC
PEDESTRIAN BRIDGE AND ATC-EAST CAMPUS CENTER, LACKLAND AIR FORCE BASED,
TEXAS, BY CESWF-EC-DG, U.S. ARMY CORPS OF ENGINEERS, FORT WORTH DISTRICT",
DATED FEBRUARY 2011.
THE SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN ON THE DRAWINGS
AND IN THE GENERAL NOTES.
BEAM SHALL EXTEND TO WITHIN 2" OF THE FACE AND HAVE A 90 DEGREE HOOK
UNLESS OTHERWISE SHOWN.
REINFORCING BARS BUNDLED IN CONTACT TO ACT AS A UNIT IN A LAYER SHALL
NOT BE LESS THAN 1-1/2 TIMES THE NOMINAL DIAMETER OF THE REINFORCEMENT
OR 1-1/2 TIMES MAXIMUM SIZE AGGREGATE, NOR LESS THAN 1-1/2". NORMAL
DIAMETER FOR A UNIT OF BUNDLED BARS SHALL BE THE EQUIVALENT DIAMETER
OF THE COMBINED AREAS OF THE BARS BUNDLED.
SPLICES IN OTHER BOTTOM REINFORCEMENT; STAGGER SPLICES FOR TOP
REINFORCEMENT SIMILARLY.
87 EQUIVALENT BAR DIAMETERS FOR BOTTOM BUNDLES AND 113 EQUIVALENT
BAR DIAMETERS FOR TOP BUNDLES, WHERE THE EQUIVALENT DIAMETER IS
BASED UPON THE COMBINED AREAS OF THE BARS BUNDLED. LAP LENGTHS
FOR BARS IN BUNDLES OF 4 OR MORE BARS SHALL BE INCREASES AN
ADDITIONAL 11 PERCENT.
WITH E90XX ELECTRODES.
CHAIRS, SPACERS AND SAND PLATES: AS REQUIRED TO MAINTAIN CONCRETE COVER.
VERTICAL REINFORCEMENT: SHALL BE DOWELED TO SUPPORTING MEMBERS WITH
HORIZONTAL REINFORCEMENT: ALL BARS ENDING AT THE FACE OF A WALL, COLUMN
SPACING: CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT OR PARALLEL
TACK WELDING, WELDING, HEATING OR…
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