SOW Attachment 2.2 Allied Support Electrical Specifications.pdf
PDF 6 MB Posted
- Attached to
- JBSA Randolph T-7 Shelters Federal contract opportunity
- Solicitation number
- FA301625R6135
About this file
The document is a set of electrical engineering design drawings for the electrical supply system for T-7A aircraft shelters at Joint Base San Antonio-Randolph. The project involves installing electrical infrastructure for six rows of aircraft sun shelters, with each row protecting four aircraft (24 aircraft total). The design drawings include detailed site plans, electrical site plans, manhole and conduit layouts, and technical specifications for electrical equipment placement and connections.
Key technical details include creating new electrical manholes (EMH-16 through EMH-26), installing concrete-encased underground conduit arrays, upgrading existing transformers, and establishing new electrical distribution panels at Hangars 12, 13, and 16. The electrical system will support 277-480V/30/60Hz and 120-208V/30/400Hz power configurations, with specific cable and conduit specifications for each section. The project is part of a broader effort to provide sun and environmental protection for aircraft and personnel, with a focus on mitigating heat gain and UV exposure for aircraft avionics components.
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(FUTURE ROW 17)
PROPOSED UNDERGROUND ELECTRIC
(REFER TO ELECTRICAL PLANS)
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TO BE REPLACED UPON
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TRENCH REPAIR IN
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TRENCH REPAIR IN
CONCRETE PAVEMENT
TRENCH REPAIR IN
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TRENCH REPAIR IN
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TRENCH REPAIR IN
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TRENCH REPAIR IN
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CAUTION! UNDERGROUND ELECTRIC
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CAUTION! UNDERGROUND ELECTRIC
CONDUITS/EX STORM DRAIN CROSSING
CAUTION! UNDERGROUND ELECTRIC
CONDUITS/EX STORM DRAIN CROSSING CAUTION! UNDERGROUND ELECTRIC
CONDUITS/EX STORM DRAIN CROSSING
CAUTION! UNDERGROUND ELECTRIC
CONDUITS/EX STORM DRAIN CROSSING
CAUTION! UNDERGROUND ELECTRIC
CONDUITS/EX SANITARY SEWER CROSSING
CAUTION! UNDERGROUND ELECTRIC
CONDUITS/EX SANITARY SEWER CROSSING
EXISTING ELECTRICAL
CONDUITS AND MANHOLE
TO BE REMOVED (REFER
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APPROXIMATE LOCATION OF
FUTURE SHADE STRUCTURE
(FUTURE ROW 18)
APPROXIMATE LOCATION OF
FUTURE SHADE STRUCTURE
(FUTURE ROW 19)
APPROXIMATE LOCATION OF
FUTURE SHADE STRUCTURE
(FUTURE ROW 16)
APPROXIMATE LOCATION OF
FUTURE SHADE STRUCTURE
(FUTURE ROW 15)
APPROXIMATE LOCATION OF
FUTURE SHADE STRUCTURE
(FUTURE ROW 13)
APPROXIMATE LOCATION OF
FUTURE SHADE STRUCTURE
(FUTURE ROW 14)
EXISTING SHADE STRUCTURE
TO BE REMOVED BY OTHERS
PRIOR TO CONSTRUCTION (TYP)
TRENCH REPAIR IN
UNFINISHED SURFACE
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TRENCH REPAIR IN
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TRENCH REPAIR IN
ASPHALT PAVEMENT
TRENCH REPAIR IN
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TRENCH REPAIR IN
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CONTRACTOR STAGING
AND LAYDOWN AREA
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PROPOSED ELECTRIC
HANDHOLE (REFER
TO SHEET E-502)
PROPOSED ELECTRIC
HANDHOLE (REFER
TO SHEET E-502)
EMH-23
PROPOSED ELECTRIC
MANHOLE (REFER TO
SHEET E-502)
EMH-24
PROPOSED ELECTRIC
HANDHOLE (REFER
TO SHEET E-502)
EMH-25
PROPOSED ELECTRIC
HANDHOLE (REFER
TO SHEET E-502)
EMH-26
PROPOSED ELECTRIC
HANDHOLE (REFER
TO SHEET E-502)
EMH-20
PROPOSED ELECTRIC
MANHOLE (REFER TO
SHEET E-502)
EMH-21
PROPOSED ELECTRIC
MANHOLE (REFER TO
SHEET E-502)
EMH-22
PROPOSED ELECTRIC
MANHOLE (REFER TO
SHEET E-502)
EMH-19
PROPOSED ELECTRIC
MANHOLE (REFER TO
SHEET E-502)
EMH-16
PROPOSED ELECTRIC
MANHOLE (REFER TO
SHEET E-502)
EMH-17
PROPOSED ELECTRIC
MANHOLE (REFER TO
SHEET E-502)
EMH-18
PROPOSED ELECTRIC
MANHOLE (REFER TO
SHEET E-502)
NOTES:
1. PLAN IS BASED UPON AVAILABLE GIS INFORMATION AND TOPOGRAPHY PROVIDED BY
USACE. A DETAILED TOPOGRAPHIC SURVEY WAS NOT INCLUDED ON THIS CONTRACT. NO
WARRANTY IS EXPRESSED OR IMPLIED AS TO THEIR ACCURACY.
2. LOCATION OF PUBLIC AND FRANCHISE UTILITIES SHOWN ARE APPROXIMATE AND MAY NOT
BE COMPLETE. CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL SAWCUT AND REMOVE PAVEMENT AS NEEDED TO PROVIDE A SQUARE
EDGE FOR PROPOSED PAVEMENT. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION
BETWEEN EXISTING AND PROPOSED PAVEMENT.
4. ONE EDGE OF THE PROPOSED TRENCH SHALL BE LOCATED ALONG AN EXISTING JOINT.
5. REFER TO ELECTRICAL DRAWINGS FOR INSTALLATION OF ELECTRICAL CONDUITS AND
MANHOLES.
6. PROVIDE EXPANSION JOINT ALONG EDGES OF ALL TRENCHES. PROVIDE CONSTRUCTION
JOINTS AT EACH EXISTING JOINT THAT IS PERPENDICULAR TO TRENCH.
7. CONTRACTOR MUST COORDINATE WITH CPS ENERGY FOR ALL WORK ON ELECTRIC LINES.
8. COORDINATE ELECTRICAL AND OTHER UTILITY OUTAGES WITH BASE PRIOR TO
CONSTRUCTION.
LEGEND:
SECONDARY UNDERGROUND ELECTRIC
EXISTING UNDERGROUND ELECTRIC
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
TRENCH REPAIR IN CONCRETE PAVEMENT
TRENCH REPAIR IN ASPHALT PAVEMENT
TRENCH REPAIR IN UNFINISHED SURFACE
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AE
D E
ECKERMANN
ENGINEERING, INC.
TBPE FIRM REGISTRATION NO. F-10496
202 SPRING HO AVENUE
LAMPASAS, TEXAS 76550
PHONE: 512-556-8160
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION
PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
98278
P.E. NO.NAME
DATE
FOR INTERIM REVIEW ONLY
PRELIMINARY
DERREK ECKERMANN, P.E.
4/21/2023
SHEET ID
JO
IN
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UGE UGE
UGE UGE
W W
SS SS
SD SD
KEYNOTES:
12 - 4" CONDUITS
6 - 4" CONDUITS
4 - 4" CONDUITS
2 - 2" CONDUITS
TERMINATE TRENCH AT EXISTING
CONDUIT TRANSITION TO
ABOVEGROUND (REFER TO
ELECTRICAL PLANS FOR DETAILS)
UGEUGEUGEUGEUGE
UGEUGEUGE
U G
E U
G E
U G
E
UGEE
E UGE UGE UGE UGE
U G
E U
G E
E
E
E
EE
E
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U G
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UGE UGE UGE UGE UGE UGE UGE UGE EEEE
16 17 18 19 20 21 22 23 24
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
HGR12 HGR 13 HGR 16
0 1206030
NOTES:
1. PLAN IS BASED UPON AVAILABLE GIS INFORMATION AND
TOPOGRAPHY PROVIDED BY USACE. A DETAILED
TOPOGRAPHIC SURVEY WAS NOT INCLUDED ON THIS
CONTRACT. NO WARRANTY IS EXPRESSED OR IMPLIED
AS TO THEIR ACCURACY.
2. CONTRACTOR SHALL KEEP JOB TRAILER, TEMPORARY
PARKING, CON-EX BOXES, DUMPSTER, AND
TEMPORARY TOILETS INSIDE TEMPORARY
CONSTRUCTION/STAGING AREA.
3. INLET PROTECTION SHALL BE INSTALLED ON THE FIRST
INLET DOWNSTREAM FROM ANY CONSTRUCTION.
4. FAA APPROVED, LIGHTED, LOW PROFILE AIRPORT
BARRICADES (32" MINIMUM HEIGHT) SHALL BE PLACED
AROUND THE LIMITS OF CONSTRUCTION. 25' MAX
SPACING.
5. THE DISTURBED AREA IS LESS THAN 1 ACRE.
THEREFORE A STORM WATER POLLUTION PREVENTION
PLAN IS NOT REQUIRED.
LEGEND:
EXISTING TAXIWAY CENTERLINE STRIPING
EXISTING SERVICE LANE STRIPING
LIMITS OF CONSTRUCTION
LIMITS OF
CONSTRUCTION
CONTRACTOR STAGING
AND LAY DOWN AREA
PORTABLE CONCRETE
WASHOUT PIT
INLET PROTECTION
ER
O
SI
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N D
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LA
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AZ
O O
M I, EE
I
W N
7G
AE
D E
ECKERMANN
ENGINEERING, INC.
TBPE FIRM REGISTRATION NO. F-10496
202 SPRING HO AVENUE
LAMPASAS, TEXAS 76550
PHONE: 512-556-8160
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION
PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
98278
P.E. NO.NAME
DATE
FOR INTERIM REVIEW ONLY
PRELIMINARY
DERREK ECKERMANN, P.E.
4/21/2023
SHEET ID
JO
IN
T
BA
SE
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EROSION CONTROL QUANTITIES
LIMITS OF CONSTRUCTION AC5.09
5TH ST E5TH ST E 5TH ST E
EXISTING ACCESS
GATE
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
DISTURBED AREA AC0.25
3" ASPHALT
PAVEMENT (MIN)
US Army Corps of Engineers ®
U S
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KA
LA
M
AZ
O O
M I, EE
I
W N
7G
AE
D E
ECKERMANN
ENGINEERING, INC.
TBPE FIRM REGISTRATION NO. F-10496
202 SPRING HO AVENUE
LAMPASAS, TEXAS 76550
PHONE: 512-556-8160
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION
PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
98278
P.E. NO.NAME
DATE
FOR INTERIM REVIEW ONLY
PRELIMINARY
DERREK ECKERMANN, P.E.
4/21/2023
SHEET ID
JO
IN
T
BA
SE
S
AN
A
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LS
C-501
N.T.S.
TYPICAL ASPHALT TRENCH REPAIR BETWEEN
CONCRETE AND ASPHALT PAVEMENT (12 - 4"
CONDUITS)1
C-501
31" MIN.
24"
EXISTING CONCRETE APRON
(VARIES 8" - 11")
EXISTING ASPHALT
PAVEMENT
EXISTING
SUBGRADE
GRADED CRUSHED
AGGREGATE BASE
MATERIAL
CONDUIT SIZE (TYP)
3" ASPHALT
PAVEMENT (MIN)
3' MIN.
3000 PSI
CONCRETE
24"
EXISTING
ASPHALT
PAVEMENT
EXISTING
CONCRETE
PAVEMENT
N.T.S.
TYPICAL ASPHALT TRENCH REPAIR IN
ASPHALT PAVEMENT (12 - 4" CONDUITS)2
C-501
31" MIN.
24"
EXISTING ASPHALT
PAVEMENT
EXISTING
SUBGRADE
GRADED CRUSHED
AGGREGATE BASE
MATERIAL
3" ASPHALT
PAVEMENT (MIN) 3' MIN.
3000 PSI
CONCRETE
24"
EXISTING ASPHALT
PAVEMENT
TACK COAT ON ALL EXPOSED
EDGES AND SURFACES
TACK COAT ON ALL EXPOSED
EDGES AND SURFACES
N.T.S.
TYPICAL ASPHALT TRENCH REPAIR BETWEEN CONCRETE
AND ASPHALT PAVEMENT WITHOUT CONDUITS5
C-501
VARIES
EXISTING CONCRETE APRON
(VARIES 8" - 11")
EXISTING ASPHALT
PAVEMENT
EXISTING
SUBGRADE
GRADED CRUSHED
AGGREGATE BASE
MATERIAL
3" ASPHALT
PAVEMENT (MIN)
VARIES
EXISTING
ASPHALT
PAVEMENT
EXISTING
CONCRETE
PAVEMENT
TACK COAT ON ALL EXPOSED
EDGES AND SURFACES
GRADED
CRUSHED
AGGREGATE
BASE
MATERIAL
13" MIN
N.T.S.
TYPICAL TRENCH REPAIR IN CONCRETE
PAVEMENT (2 - 2" CONDUITS)6
C-501
EXISTING CONCRETE APRON
(VARIES 8" - 11")
EXISTING
SUBGRADE
EXISTING CONCRETE APRON
3' MIN.
SAWCUT TO A MINIMUM OF 3" DEPTH.
BREAK OUT CONCRETE WITH AIR HAMMER.
REMOVE CONCRETE AT EXISTING JOINT.
EXPANSION JOINT
EXPANSION JOINT
12" OF 650 PSI FLEXURAL
STRENGTH CONCRETE
24"
8"
4"
4"
4"
CONDUIT SIZE (TYP)
4"
4"
4"
CONDUIT SIZE (TYP)
2" 2"
13" MIN
N.T.S.
TYPICAL TRENCH REPAIR IN ASPHALT
PAVEMENT (2 - 2" CONDUITS)7
C-501
EXISTING
SUBGRADE
3' MIN.
24"
8"
CONDUIT SIZE (TYP)
2" 2"
EXISTING ASPHALT
PAVEMENT
EXISTING ASPHALT
PAVEMENT
TACK COAT ON ALL EXPOSED
EDGES AND SURFACES
GRADED
CRUSHED
AGGREGATE
BASE
MATERIAL
13" MIN
NATURAL GROUND
EXISTING
SUBGRADE
3000 PSI
CONCRETE
3' MIN.
8"
COMPACTED
BACKFILL
N.T.S.
TYPICAL TRENCH REPAIR IN UNFINISHED
SURFACE (2 - 2" CONDUITS)8
C-501
CONDUIT SIZE (TYP)
2" 2"
N.T.S.
TYPICAL TRENCH REPAIR IN CONCRETE
PAVEMENT (12 - 4" CONDUITS)3
C-501
EXISTING CONCRETE APRON
(VARIES 8" - 11")
EXISTING CONCRETE APRON
SAWCUT TO A MINIMUM OF 3" DEPTH.
BREAK OUT CONCRETE WITH AIR HAMMER.
REMOVE CONCRETE AT EXISTING JOINT.12" OF 650 PSI FLEXURAL
STRENGTH CONCRETE
24"
3' MIN.
EXPANSION JOINT
EXPANSION JOINT
31" MIN.
24"
EXISTING
SUBGRADE
3000 PSI
CONCRETE
CONDUIT SIZE (TYP)
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
GRADED CRUSHED
AGGREGATE BASE
MATERIAL
N.T.S.
C-501
3' MIN.
31" MIN.
24"
EXISTING
SUBGRADE
3000 PSI
CONCRETE
CONDUIT SIZE (TYP)
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
NATURAL GROUNDCOMPACTED
BACKFILL
TYPICAL TRENCH REPAIR IN UNFINISHED
SURFACE (12 - 4" CONDUITS)
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
US Army Corps of Engineers ®
U S
AR
M
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PS
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KA
LA
M
AZ
O O
M I, EE
I
W N
7G
AE
D E
ECKERMANN
ENGINEERING, INC.
TBPE FIRM REGISTRATION NO. F-10496
202 SPRING HO AVENUE
LAMPASAS, TEXAS 76550
PHONE: 512-556-8160
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION
PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
98278
P.E. NO.NAME
DATE
FOR INTERIM REVIEW ONLY
PRELIMINARY
DERREK ECKERMANN, P.E.
4/21/2023
SHEET ID
JO
IN
T
BA
SE
S
AN
A
N
TO
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C-502
N.T.S.
TAXIWAY CENTERLINE STRIPING5
BLACK
YELLOW
BLACK
6"
6"
6"
SAE-AMS-STD-595 COLOR CHIP NUMBERS:
YELLOW: 33538 (RETRO-REFLECTIVE)
BLACK: 37038
WHITE: 37925 (RETRO-REFLECTIVE)
"T"
"T" = THICKNESS OF PAVEMENT
N.T.S.
EXPANSION JOINT IN
CONCRETE PAVEMENT3
3/4" EXP. JOINT URETHANE SELF-LEVELING
SEALANT RECESSED 1/8" FROM SURFACE
EXISTING CONCRETE
PAVEMENT
PROPOSED CONCRETE
PAVEMENTT/
#6 X 16" LONG DOWEL 24" O.C.E.W.,
EMBED INTO EXISTING PAVEMENT
WITH EPOXY ADHESIVE
PAINT AND OIL
END OF DOWEL
1. HOLES APPROXIMATELY 1 INCH GREATER IN DIAMETER THAN THE DOWELS
SHALL BE DRILLED IN THE EXISTING CONCRETE AND THE DOWELS SHALL BE
BONDED IN THE DRILLED HOLES USING AN EPOXY RESIN GROUT.
1/2 DOWEL LENGTH
NOTES:
"T"
"T" = THICKNESS OF PAVEMENT
N.T.S.
CONSTRUCTION JOINT IN
CONCRETE PAVEMENT4
3/4" EXP. JOINT URETHANE SELF-LEVELING
SEALANT RECESSED 1/8" FROM SURFACE
PROPOSED CONCRETE
PAVEMENT
PROPOSED CONCRETE
PAVEMENTT/
#6 X 16" LONG DOWEL 24" O.C.E.W.,
EMBED INTO PAVEMENT
PAINT AND OIL
END OF DOWEL
1/2 DOWEL LENGTH
24" MIN
N.T.S.
TYPICAL TRENCH REPAIR IN CONCRETE
PAVEMENT (6 - 4" CONDUITS)2
EXISTING CONCRETE APRON
(VARIES 8" - 11")
EXISTING
SUBGRADE
EXISTING CONCRETE APRON
3' MIN.
SAWCUT TO A MINIMUM OF 3" DEPTH.
BREAK OUT CONCRETE WITH AIR HAMMER.
REMOVE CONCRETE AT EXISTING JOINT.
EXPANSION JOINT
EXPANSION JOINT
12" OF 650 PSI FLEXURAL
STRENGTH CONCRETE
24"
17"
CONDUIT SIZE (TYP)
4" 4" 4"
GRADED CRUSHED
AGGREGATE BASE
MATERIAL
4" 4" 4"
31" MIN
N.T.S.
TYPICAL TRENCH REPAIR IN CONCRETE
PAVEMENT (4 - 4" CONDUITS)1
EXISTING CONCRETE APRON
(VARIES 8" - 11")
EXISTING
SUBGRADE
EXISTING CONCRETE APRON
3' MIN.
SAWCUT TO A MINIMUM OF 3" DEPTH.
BREAK OUT CONCRETE WITH AIR HAMMER.
REMOVE CONCRETE AT EXISTING JOINT.
EXPANSION JOINT
EXPANSION JOINT
12" OF 650 PSI FLEXURAL
STRENGTH CONCRETE
24"
10"
CONDUIT SIZE (TYP)
4" 4" 4"
GRADED CRUSHED
AGGREGATE BASE
MATERIAL
4"
C-502C-502
C-502C-502
C-502
US Army Corps of Engineers ®
U S
AR
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KA
LA
M
AZ
O O
M I, EE
I
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7G
AE
D E
ECKERMANN
ENGINEERING, INC.
TBPE FIRM REGISTRATION NO. F-10496
202 SPRING HO AVENUE
LAMPASAS, TEXAS 76550
PHONE: 512-556-8160
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION
PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
98278
P.E. NO.NAME
DATE
FOR INTERIM REVIEW ONLY
PRELIMINARY
DERREK ECKERMANN, P.E.
4/21/2023
SHEET ID
JO
IN
T
BA
SE
S
AN
A
N
TO
N
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AN
D O
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0%
C
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8" 8"
MAT DETAIL
SECTION A
FRAME, GRATE, AND MAT DETAIL
VA
R
IE
S-
SE
E
IN
LE
T D
ET
AI
L
VARIES-SEE INLET DETAIL
(1/C24.0 AND 2/C24.0)
GEOTEXTILE FABRIC (MULLEN
BURST STRENGTH
EXCEEDING 220psi, ASTM 3786)
WIRE TIES (TYP.)
WIRE AND FABRIC MAT PLACED
BENEATH GRATE TO CAPTURE
SILT AND CONSTRUCTION
DEBRIS.
WIRE TIES (TYP.) SPACE @ 6"
INTERVALS
WOVEN WIRE
6X6X1.4WX1.4W
QUICKSET GRATE
6X6X1.4WX1.4W WRAPPED WITH
GEOTEXTILE FABRIC SECURED
WITH WIRE TIES EVERY 6" ON
EACH SIDE.
N.T.S.
GRATE INLET PROTECTION MAT2
A
C-502
ER
O
SI
O
N A
N D
S
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IM
EN
TA
TI
O N
C O
N
TR
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D
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AI
LS
C-503
N.T.S.
LIMITS OF CONSTRUCTION BARRICADES1
C-502
FAA - APPROVED,
LIGHTED. LOW PROFILE
AIRPORT BARRICADES
' M
AX
8' M
IN
C-502
STRUCTURAL GENERAL NOTES
A. GENERAL
1. STRUCTURAL GENERAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME CASES SUPPLEMENT
PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR COMPLETE WORK
COVERAGE.
2. THE DESIGN OF THE STRUCTURE COMPLIES W ITH THE INTERNATIONAL BUILDING CODE 2021.
3. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE DESIGN CRITERIA OF THE
TECHNICAL INSTRUCTIONS AS FOLLOWS:
a. UFC 1-200-01 DoD BUILDING CODE
b. UFC 3-301-01 STRUCTURAL ENGINEERING
c. UFC 3-260-01 AIRFIELD AND HELIPORT PLANNING AND DESIGN
4. DESIGN LOADS ARE AS FOLLOWS:
a. SUPERIMPOSED DEAD LOADS
FINISHES ACTUAL
b. LIVE LOADS
ROOF MINIMUM 20 PSF
c. TIEDOWN FORCES
MAXIMUM UPLIFT FORCE 5810 LB
MAXIMUM LATERAL FORCE 8720 LB
5. THE DESIGN OF THE STRUCTURE TO RESIST SNOW LOADS IS IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE’S SECTION 1608 AND ASCE 7 CHAPTER 7. DESIGN INFORMATION IS
AS FOLLOWS:
a. GROUND SNOW LOAD Pg = 5 PSF
b. FLAT ROOF SNOW LOAD P f = 5 PSF
c. SNOW EXPOSURE FACTOR Ce = 0.9
d. SNOW LOAD IMPORTANCE FACTOR Is = 1.0
e. ROOF THERMAL FACTOR C t = 1.2
f. ROOF SLOPE FACTOR Cs= 1.0
6. THE DESIGN OF THE STRUCTURE TO RESIST WIND PRESSURES IS IN ACCORDANCE W ITH
INTERNATIONAL BUILDING CODE’S SECTION 1609.0, WHICH IS BASED ON ASCE 7, CHAPTER 26.
DESIGN INFORMATION IS AS FOLLOWS:
a. BASIC DESIGN WIND SPEED (ULTIMATE) 109 MPH
b. BASIC DESIGN WIND SPEED (SERVICE) 84 MPH
c. WIND EXPOSURE CATEGORY D
d. INTERNAL PRESSURE COEFFICIENT GCpi = +/- 0.0
7. THE DESIGN OF THE STRUCTURE TO RESIST RAIN LOADS IS IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE’S SECTION 1611 AND ASCE 7 CHAPTER 8. THE RAIN INTENSITY, i, IS 4.25 IN/HR.
8. THE DESIGN OF THE FUTURE SUNSHADE STRUCTURE IS ASSUMED TO RESIST SEISMIC FORCES IS IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE’S SECTION 1613 AND ASCE 7. FINAL DESIGN
PARAMETERS MUST BE DETERMINED BY THE SUNSHADE DESIGNER AT THE TIME OF DESIGN.
OCCUPANCY RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR Ie = 1.0
SPECTRAL RESPONSE ACCELERATIONS
AT SHORT PERIODS Ss = 0.051g AT ONE SECOND PERIOD S1 = 0.025g
SITE CLASS D (DEFAULT)
SPECTRAL RESPONSE COEFFICIENTS
AT SHORT PERIODS SDS = 0.054g AT ONE SECOND PERIOD SD1 = 0.036g
SEISMIC DESIGN CATEGORY A
BASIC SEISMIC FORCE-RESISTING-SYS STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC
RESISTANCE
RESPONSE MODIFICATION FACTOR R = 3
SEISMIC RESPONSE COEFFICIENT Cs = 0.01
ANALYSIS PROCEDURE EQUIVALENT LATERAL-FORCE
9. IMPOSED CONSTRUCTION LOADS IN EXCESS OF STATED DESIGN LOADS MUST BE APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO THE IMPOSITION OF SUCH LOADS.
10. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS MUST DETERMINE THE SCOPE OF THE
STRUCTURAL WORK FROM THE CONTRACT DOCUMENTS TAKEN AS A WHOLE. THE STRUCTURAL
DRAWINGS MUST NOT BE CONSIDERED SEPARATELY FOR PURPOSES OF BIDDING THE STRUCTURAL W ORK. DUE CONSIDERATION MUST BE GIVEN TO OTHER STRUCTURAL WORK OR WORK RELATED TO
THE STRUCTURE, INCLUDING NECESSARY COORDINATION DESCRIBED OR IMPLIED BY THE
ARCHITECTURAL AND MECHANICAL DRAWINGS.
11. REPRODUCTION OF THE STRUCTURAL CONTRACT DOCUMENTS IN ANY FASHION AS STRUCTURAL
SHOP DRAW ING DOCUMENTS IS PROHIBITED.
12. SCALES NOTED ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. NO DIMENSIONAL
INFORMATION MAY BE OBTAINED BY DIRECT SCALING OF THE DRAWINGS.
13. DETAILS, SECTIONS AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND
W ILL APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS OTHERWISE SHOW N OR NOTED.
14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL RESULTING REVISIONS TO
THE STRUCTURAL SYSTEM AS A RESULT OF ACCEPTANCE OF CONTRACTOR PROPOSED
ALTERNATIVES OR SUBSTITUTIONS.
15. THE GENERAL CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS
SHOWN ON THE CONTRACT DOCUMENTS FOR APPROVAL. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT IF THE GENERAL
CONTRACTOR FAILS TO OBTAIN APPROVAL OF THE SHOP DRAWINGS. SHOP DRAWINGS ARE
REVIEWED AS A CONVENIENCE TO THE GENERAL CONTRACTOR AND ARE NOT A CONTRACT
DOCUMENT. THE GENERAL CONTRACTOR MUST STATE ON THE SHOP DRAWINGS THAT CONTRACT
DOCUMENT REQUIREMENTS HAVE BEEN MET AND THAT ALL DIMENSIONS, CONDITIONS AND
QUANTITIES HAVE BEEN REVIEW ED AND VERIFIED AS SHOWN AND/OR CORRECTED ON THE SHOP
DRAWINGS.
16. A REGISTERED ENGINEER MUST DESIGN ALL NON-PRIMARY STRUCTURAL ELEMENTS SUCH AS PRE-
ENGINEERED SHELTERSTO MEET THE REQUIREMENTS OF THE LOCAL GOVERNING JURISDICTION.
SUBMIT CALCULATIONS AND SHOP DRAWINGS WITH THE RESPONSIBLE ENGINEER’S SEAL AND
SIGNATURE FOR THE STATE WHERE THE CONSTRUCTION TAKES PLACE.
B. SPECIAL INSPECTIONS
1. AN INDEPENDENT AGENCY MUST PERFORM SPECIAL INSPECTIONS PER THE INTERNATIONAL
BUILDING CODE. IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE SECTION 1704.0, THE
RESPONSIBLE INSPECTOR MUST BE A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE
STATE WHERE THE CONSTRUCTION TAKES PLACE. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN SECTION 110. WHEN THE CONSTRUCTION CONTRACTOR IS REQUIRED BY THE GOVERNMENT TO PROVIDE SPECIAL INSPECTIONS AS PART OF HIS WORK, THE CONTRACTOR
MUST RETAIN THIRD-PARTY ASSUANCE AGENCIES TO CONDUCT THE SPECIAL INSPECTIONS
REQUIRED BY THE INTERNATIONAL BUILDING CODE. THE INSPECTING AGENCY MUST PROVIDE
REPORTS OF THE SPECIAL INSPECTIONS DIRECTLY TO THE GOVERNMENT
C. FOUNDATIONS AND EARTHWORK
1. LATERAL EARTH PRESSURES USED TO RESIST SLIDING AND OVERTURNING FORCES ON
STRUCTURAL FOUNDATIONS ARE BASED ON THE FOLLOWING LATERAL EARTH PRESSURES:
a. ACTIVE PRESSURE 40 PCF
b. PASSIVE EARTH PRESSURE 270 PCF
c. COEFFICIENT OF FRICTION 0.3
2. DO NOT OVER EXCAVATE THE FOOTPRINT OF SPREAD AND STRIP FOOTINGS. IF OVER EXCAVATION IS REQUIRED BEYOND THE 3 INCH CONSTRUCTION TOLERANCE, FORM THE SIDES OF THE FOOTING.
D. CONCRETE
1. ALL CONCRETE WORK MUST BE IN ACCORDANCE WITH ACI 301, ACI 318 AND ACI 302.
2. PROVIDE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH (f’c) OF 5,000 PSI AT 28 DAYS
W ITH MAXIMUM WATER CEMENT RATIO OF 0.40. USE NORMAL WEIGHT AGGREGATES
CONFORMING TO ASTM C33 AND TYPE II PORTLAND CEMENT CONFORMING TO ASTM C150.
CONCRETE MUST MEET THE FOLLOWING DURABILITY EXPOSURE CATEGORIES: F1, SX, W0, C2.
3. FLY ASH CONFORMING TO ASTM C618, TYPE C OR F MAY BE USED AS TO REPLACE A PORTION OF
THE PORTLAND CEMENT IN A CONCRETE MIX. THE AMOUNT OF PORTLAND CEMENT CONTENT
MUST NOT BE LESS THAN 70 PERCENT OF THE TOTAL AMOUNT OF CEMENTITIOUS MATERIAL IN
THE MIX.
4. GROUND GRANULATED BLAST-FURNACE SLAG CONFORMING TO ASTM C989, MAY BE USED AS TO
REPLACE A PORTION OF THE PORTLAND CEMENT IN A CONCRETE MIX. THE AMOUNT OF
PORTLAND CEMENT CONTENT SHALL NOT BE LESS THAN 70 PERCENT OF THE TOTAL AMOUNT OF
CEMENTITIOUS MATERIAL IN THE MIX.
5. CONCRETE REINFORCEMENT BARS MUST CONFORM TO ASTM A615, GRADE 60. REINFORCEMENT
BARS MAY NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE
CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER.
6. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES MUST CONFORM TO THE
RECOMMENDATIONS OF ACI 315 “DETAILS AND DETAILING OF CONCRETE REINFORCEMENT” AND
ACI SP-66 “DETAILING MANUAL”. PLACING OF REINFORCING BARS MUST CONFORM TO THE
RECOMMENDATIONS OF ACI 315R “MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR
REINFORCED CONCRETE STRUCTURES” AND CRSI “MANUAL OF STANDARD PRACTICE”.
7. MIX, TRANSPORT AND PLACE CONCRETE PER THE RECOMMENDATIONS OF ACI 301.
8. PROVIDE CONCRETE COVER PROTECTION OF REINFORCEMENT PER ACI 318 SECTION 7.7 WITH
STANDARD BAR CHAIRS AND SPACERS REQUIRED TO MAINTAIN MINIMUM CONCRETE
PROTECTION. COMMON MINIMUM CONCRETE COVERS APPLYING TO THIS PROJECT:
a. CAST AGAINST & PERMANENTLY EXPOSED EARTH 3 IN
b. CONC EXPOSED TO EARTH OR WEATHER
1.) #6 BARS AND LARGER 2 IN
2.) #5 BARS AND SMALLER 1 ½ IN
c. CONCRETE NOT EXPOSED TO WEATHER OR GROUND CONTACT
1.) #14 BARS AND LARGER 1 ½ IN
2.) #11 BARS AND SMALLER ¾ IN
9. W ELDING OF REINFORCEMENT BARS, WHEN ACCEPTED BY THE STRUCTURAL ENGINEER, MUST
CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4. ELECTRODES FOR SHOP AND
FIELD WELDING OF REINFORCEMENT BARS MUST CONFORM TO ASTM A233, CLASS E90XX.
10. REINFORCEMENT DESIGNATED AS “CONTINUOUS” MUST LAP 48 BAR DIAMETERS AT SPLICES
UNLESS NOTED OTHERWISE. REINFORCEMENT BAR SPLICES IN GRADE BEAMS MUST BE
LOCATED AT THE CENTERLINE OF SUPPORTS FOR BOTTOM BARS AND AT MIDSPAN FOR TOP
BARS. PROVIDE STANDARD ACI HOOKS FOR TOP AND BOTTOM BARS AT DISCONTINUOUS ENDS
OF ALL GRADE BEAMS.
11. TIE DOWELS IN PLACE BEFORE PLACING CONCRETE. DO NOT STAB OR “WET-SET” DOWELS.
12. HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS SHOWN
ON THE CONTRACT DOCUMENTS. VERTICAL JOINTS MUST OCCUR AT CENTER OF SPANS AT
LOCATIONS APPROVED BY THE STRUCTURAL ENGINEER.
13. CHAMFER EXPOSED EDGES OF CONCRETE ¾” UNLESS OTHERW ISE NOTED.
PROTECT AND CURE ALL CONCRETE SURFACES. BEGIN CURING WALLS IMMEDIATELY AFTER
STRIPPING FORMS AND FLATWORK IMMEDIATELY AFTER FINISHING.
14. INSTALL AND SECURE EMBEDMENTS SUCH AS ANCHOR BOLTS AND EMBEDMENT PLATES WITHIN
SPECIFIED TOLERANCES BEFORE CONCRETE PLACEMENT.
15. DO NOT PLACE CONDUIT OR PIPES IN ANY CONCRETE ELEMENTS INCLUDING SLABS, BEAMS, W ALLS OR COLUMNS UNLESS INDICATED IN THE STRUCTURAL DOCUMENTS.
MIN
3' - 0"
CASE 1: PATCH GREATER THAN 3'-0" FROM EXISTING
PAVEMENT CONTROL JOINTS
CASE 2: PATCH LESS THAN 3'-0" FROM EXISTING
PAVEMENT CONTROL JOINTS
CASE 3: PATCH OVERLAPPING EXISTING
PAVEMENT CONTROL JOINTS
LESS
THAN 3' - 0"
EX PAVEMENT
CONTROL JOINT
PAVEMENT PATCH
EX CONTROL JOINT
PAVEVMENT PATCH
FIXED DOWELS, SEE
FIXED SIDE DETAIL
C15/S-001
FIXED DOWELS, SEE
FIXED SIDE DETAIL
C15/S-001
SLIP DOWELS, SEE SLIP
SIDE DETAIL C15/S-001
FIXED DOWELS, SEE FIXED
SIDE DETAIL C15/S-001
SLIP DOW ELS, SEE SLIP
SIDE DETAIL C15/S-001
PAVEMENT PATCH
EXTEND TIE-DOWN TO
CONTROL JOINT
EDGE OF TIE-DOWN
EX CONTROL JOINT
#4 DOWEL W/ STANDARD
HOOK @ 12" OC
6" AGGREGATE
FILL
#6@12" EW,
CENTERED IN SLAB
FIN. GRADE,
SEE CIVIL
EQUIPMENT, REFER
TO MEP FOR
EQUIPMENT
EQUIPMENT BASE
3/4" CHAMFER
M
IN
M
IN4
CONT #4 LONG
PAVEMENT
PATCH
EX PAVEMENT
#8x16" LONG
DOWEL, EMBED 8"
INTO EXISTING
PAVEMENT W/
EPOXY ADHESIVE
AT SAWCUT JOINT
V
IF
TYPICAL SLAB
CONTROL JOINT
(SLIP SIDE)
TYPICAL SAW
CUT JOINT
(FIXED SIDE)
EX PAVEMENT
CONTROL JOINT
AT SLIP SIDE, PROVIDE 1" DIA x 16"
LONG SMOOTH DOWEL EMBEDED 8"
INTO EXISTING CONCRETE USING
EPOXY ADHESIVE. ENSURE DOWELS
ARE PERPENDICULAR TO JOINT.
GREASE EXPOSED END OF SMOOTH
DOWEL PRIOR TO PLACEMENT OF
TIEDOWN CONCRETE.
NOTE: WHERE TIE-DOWN CROSSES
EXISTING CONTRIOL JOINTS IN PAVEMENT,
ALL DOWELS ON ONE SIDE OF THE CONTROL
JOINT MUST BE SMOOTH, GREASED DOWEL
("SLIP SIDE" DETAIL). THE REMAINING
DOWELS MUST BE THE STANDARD
DEFORMED DOWELS ("FIXED SIDE" DETAIL)
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3/16" = 1'-0" J15
PATCHING AT CONTROL JOINT
3/4" = 1'-0" F15
TYPICAL EXTERIOR EQUIPMENT PAD
3/4" = 1'-0" C15
TYPICAL PAVEMENT PATCH
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EMH-16 EMH-17 EMH-18
EMH-19
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ARCHITECTURAL SITE PLAN
KEY NOTES
EXISTING ELECTRICAL MANHOLE TO BE REMOVED.
REFER TO ELECTRICAL DRAWINGS.
EXISTING HANGER 13 ELECTRICAL EQUIPMENT
PATIO. REFER TO CIVIL AND ELECTRICAL
DRAWINGS FOR EXACT LOCATION AND DETAILS.
NEW HANGER 16 ELECTRICAL EQUIPMENT PATIO.
REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR
EXACT LOCATION AND DETAILS.
NEW ELECTRICAL HAND HOLE. REFER TO CIVIL
AND ELECTRICAL DRAWINGS FOR EXACT
LOCATION AND DETAILS.
NEW CONCRETE ENCASED CONDUIT ARRAY.
REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR
EXACT LOCATION AND DETAILS.
EXISTING TRANSFORMER TO BE UPGRADED BY
PRIVATIZED UTILITY, CPS ENERGY. REFER TO
ELECTRICAL DRAWINGS
EXISTING CONCRETE-ENCASED UNDERGROUND
CONDUIT ARRAY TO BE REMOVED. REFER TO
ELECTRICAL DRAWINGS
NEW ELECTRICAL MANHOLE WITH CONDUIT
PASSAGEWAY. REFER TO CIVIL AND ELECTRICAL
DRAWINGS FOR EXACT LOCATION AND DETAILS.
NEW SECONDARY IN CONCRETE ENCASED
CONDUIT ARRAY. REFER TO CIVIL AND ELECTRICAL
DRAWINGS FOR EXACT LOCATION AND DETAILS.
ARCHITECTURAL SITE PLAN
LEGEND
NEW MANHOLE. REFER TO CIVIL AND ELECTRICAL
DRAWINGS
EXISTING MANHOLE. REFER TO CIVIL AND
ELECTRICAL DRAWINGS
NEW ELECTRICAL EQUIPMENT. REFER TO
ELECTRICAL DRAWINGS
EXISTING ELECTRICAL EQUIPMENT. REFER TO
ELECTRICAL DRAWINGS
NEW HAND HOLE. REFER TO CIVIL AND
ELECTRICAL DRAWINGS
NEW UNDERGROUND ELECTRICAL CONDUIT.
REFER TO CIVIL AND ELECTRICAL DRAWINGS
EXISTING UNDERGROUND ELECTRICAL CONDUIT
TO BE REMOVED. REFER TO CIVIL AND ELECTRICAL
DRAWINGS
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| G-004 |
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| C-502 |
| C-503 |
| S-001 |
| AS101 |
| E-001 |
| E-101 |
| E-401 |
| E-402 |
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| E-502 |
| E-601 |
File details come from the government source that posted it. Updated .