RFP_5000_BYS3046_TECH_DOC_2_v1.pdf
PDF 28 MB Posted
- Solicitation number
- RFP 5000 BYS3046
- Issued by
- Texas
About this file
This technical document package contains engineering design specifications and construction drawings for the Remote Deicing Facility at Austin-Bergstrom International Airport (ABIA), prepared by Doucet Engineers and RS&H Inc. for the City of Austin, Texas. The project encompasses the design and installation of a water quality and deicing pond system, irrigation infrastructure, and supporting mechanical systems to serve the airport's terminal and apron expansion (Package 4). The technical specifications detail a Godwin HL80M Dri-Prime pump system capable of 420 USGPM with dual electric motor options (50 HP at 2200 rpm or 30 HP at 1800 rpm), a clay-lined detention and deicing wastewater storage pond with approximately 2.8 acres of surface area, a center-pivot irrigation system configured to uniformly apply effluent over 4 acres, associated piping networks utilizing ductile iron Class 350 materials, and comprehensive control systems including pressure-reducing valves, flowmeters, and automated irrigation controls. The facility is designed to operate in three modes: irrigation mode for field application, recirculation/aeration mode for pond maintenance, and transfer mode for wastewater pumping when gravity flow is insufficient. Site preparation includes vegetative filter strips, reinforced concrete pavement sections, gravel access roads, and a 12-foot-wide berm system with 4:1 side slopes to contain the deicing fluid leachate and water quality treatment pond.
The design incorporates advanced water quality and operational safety features including a geosynthetic clay liner (GCL) system with a 3-foot protective soil layer, reinforced concrete slab with integrated sump pump configuration, automatic self-priming capability to 28 feet of suction lift, and dry-running mechanical seals with silicon carbide faces for extended equipment life. All materials and equipment specifications comply with City of Austin procurement standards (COA Spec Items 510, 511S, 403S, and SPL specifications for ductile iron pipe, mechanical seals, concrete, and corrosion-resistant linings). The project includes portable pump deployment capability with trailer-mounted equipment, flex hose connections rated for suction and discharge applications, heat trace cable for freeze protection on above-ground piping, and integrated electronic controls allowing operation from the center-pivot control panel. Record drawings dated May 11, 2021, reflect changes made during construction and are maintained on file at the Department of Aviation located at 2716 Spirit of Texas Drive, Austin, TX 78719, representing the as-built configuration of this critical airport wastewater management and landscape irrigation system infrastructure.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFP_5000_BYS3046_0600_v1.xlsx | XLSX spreadsheet | |
| RFP_5000_BYS3046_0500_v1.pdf | ||
| RFP_5000_BYS3046_ATT_4_v1.pdf | ||
| RFP_5000_BYS3046_TECH_DOC_3_v1.pdf | ||
| RFP_5000_BYS3046_ADD_1_v1.pdf | ||
| RFP_5000_BYS3046_ATT_2_v1.pdf | ||
| RFP_5000_BYS3046_PAC1_v1.pdf | ||
| RFP_5000_BYS3046_TECH_DOC_1_v1.pdf | ||
| RFP_5000_BYS3046_TECH_DOC_5_v1.pdf | ||
| RFP_5000_BYS3046_PAC2_v1.docx | DOCX document | |
| RFP_5000_BYS3046_ATT_1_v1.xlsx | XLSX spreadsheet | |
| RFP_5000_BYS3046_TECH_DOC_4_v1.pdf | ||
| RFP_5000_BYS3046_ATT_3_v1.pdf | ||
| RFP_5000_BYS3046_TECH_DOC_6_v1.pdf |
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Text version
TLAP Pond - AUS Legend
1000 ft
N
N
EXHIBIT B
Picture4
Features and Benefits Specifications Suction connection 4" 150# ANSI B16.5
Delivery connection 3" 150# ANSI B16.5 Max capacity 420 USGPM †
Max solids handling 1.0" Max Impeller diameter 12.8"
Max operating temp 176°F* Max working pressure 145 psi Max suction pressure 87 psi
Max casing pressure 218 psi Max operating speed 2200 rpm
* Please contact our office for applications in excess of 176°F.
† Larger diameter pipes may be required for maximum flows.
Picture 101
All cast iron construction (stainless steel construction option available) with cast steel impeller.
Optional Variable Frequency Drive (VFD) also available to control pump performance.
Dri-Prime (continuously operated Venturi air ejector priming device) requiring no periodic adjustment or control.
Please contact the factory or office for further details. A typical picture of the pump is shown.
All information is approximate and for general guidance only.
Premium efficiency motors are standard.
Chemical duty and expolosion proof motors are also available upon request.
Dry-running high pressure liquid bath mechanical seal with high abrasion resistant solid silicon carbide faces.
Long-coupled centrifugal pump with Dri- Prime system coupled to an electric motor.
The Godwin Dri-Prime HL80M pump offers flow rates to 420 USGPM and has the capability of discharge pressures to 119 psi.
The HL80M is able to automatically prime to 28' of suction lift from dry. Automatic or manual starting/stopping available through integral mounted control panel.
High discharge pressure, dry-running, and portability make the HL80M the perfect choice for mining, industrial and emergency fire backup applications.
Simple maintenance normally limited to checking fluid levels.
HL80M Dri-Prime® Pump ELECTRIC DRIVE Pump Model called out in Note 4 on
M-DT-02.
Performance Curve Materials
Electric motor option 1 with VFD Electric motor option 2 50 HP @ 2200 rpm 30 HP @ 1800 rpm
Impeller diameter 12.8" Impeller diameter 12.8"
Pump speed 2200 rpm with optional VFD Pump speed 1800 rpm
Suction Lift Table Suction Lift Table
Total Delivery Head (feet) Total Delivery Head (feet)
147 189 214 239 248 88 116 150 156
Output (USGPM) Output (USGPM)
10 450 400 350 275 225 10 368 327 225 184
15 440 390 325 210 - 15 360 319 172 -
20 400 360 300 225 - 20 327 294 184 -
25 290 275 250 150 - 25 237 225 123 -
Weight (Dry): 2,030 lbs Weight (Dry): 1,920 lbs
Voltage/Phase: 460V, 3 Phase Voltage/Phase: 460V, 3 Phase
Rated Current: 59A Rated Current: 35A
Dimensions: (L) 70" x (W) 37" x (H) 46" Dimensions: (L) 70" x (W) 37" x (H) 46"
Drawing4
Picture 102 84 Floodgate Road Reference number : 200GPA0000156 Bridgeport, NJ 08014 USA Date of issue :
(856) 467-3636 . Fax (856) 467-4841 Issue : -www.godwinpumps.com
Total Suction
Head (feet)
Pump Shaft Carbon steel BS 970 - 1991 817M40T
Impeller Cast Steel BS3100 A5 Hardness to 200 HB Brinell
February 15, 2016
Performance data provided in tables is based on water tests at sea level and 20°C ambient. All information is approximate and for general guidance only.
Please contact the factory or office for further details.
Total Suction
Head (feet)
© 2016 Xylem, Inc. All rights reserved. Godwin is a trademark of Xylem Dewatering Solutions, Inc., a wholly-owned subsidiary of Xylem Inc. Specifications and illustrations are subject to revision without notice. Xylem makes no representation regarding the completeness or accuracy of this information and is not liable for any direct or indirect damages arising from or relating to this information or its use.
Pump casing & suction cover
Cast iron BS EN 1561 - 1997
Wearplates Cast iron BS EN 1561 - 1997
Non-return valve body
Cast iron BS EN 1561 - 1997
Mechanical seal Silicon carbide face; Viton elastomers; Stainless steel body
Performance data provided in tables is based on water tests at sea level and 20°C ambient. All information is approximate and for general guidance only.
Please contact the factory or office for further details.
2200 rpm
2000 rpm
1800 rpm
1600 rpm
1400 rpm
20%
52%
28% 35% 40% 45% 50% 53%
54%
0 10 20 30 40 50 60 70 80 90 100
0 50 100 150 200 250 300 350 400
Flow (m³/hr)
H ea d (m et er s)
H ea d (f ee t)
Flow (USGPM)
*Curves based on using optional VFD
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
XXXX
10' 15' 25'
10' 10'
8'15'
C-SP-03 C-SP-04
C-SP-02
B-4
B-2
B-1
C
W
Q
Z
C
W
Q
Z
C
W
Q
Z
C
W
Q
Z
C
W
Q
Z
C
W
Q
Z
B-5
TP-1
TP-3
TP-4
TP-2
C-SP-01
OVERALL SITE PLAN
0 200' 400'
SCALE: 1" = 200'
100'
WATERSHED NOTE:
THIS PROJECT IS LOCATED IN THE ONION CREEK WATERSHED, CLASSIFIED AS A
SUBURBAN WATERSHED BY THE LAND DEVELOPMENT CODE. ONION CREEK HAS A
CRITICAL WATER QUALITY ZONE (CWQZ) BOUNDARY THAT IS LOCATED 300 FEET FROM
THE CENTERLINE OF THE WATERWAY.
EMMA BROWNING AVENUE
(PRIVATE ROADWAY)
STORM WATER QUALITY TREATMENT:
STORM WATER QUALITY TREATMENT FOR THIS SITE IS PROVIDED BY PROPOSED
VEGETATIVE FILTER STRIPS.
RE-VEGETATION:
THE DISTURBED AREAS WITHIN THIS PROJECT SHALL BE RE-VEGETATED AND ALL
PERMANENT EROSION/SEDIMENTATION CONTROLS COMPLETED PRIOR TO THE RELEASE
OF FISCAL SECURITY FOR THE PROJECT.
ABIA DEVELOPMENT ORDINANCE
THE PROPOSED IMPROVEMENTS ON THIS SITE ARE SUBJECT TO THE ABIA DEVELOPMENT
ORDINANCE 20120628-014. THIS SITE IS OUTSIDE THE CONSTRAINED DEVELOPMENT AREA
(CDA). WATER QUALITY TREATMENT IS REQUIRED IN ACCORDANCE WITH LDC 25-8-213.
CITY GRID NUMBER: M14, N14
FLOODPLAIN NOTE:
A PORTION OF THIS PROJECT IS WITHIN THE ONION CREEK 100-YEAR FLOODPLAIN
BOUNDARY AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY -
PANEL NUMBER 48453C0620J, EFFECTIVE DATE 01/06/2016.
AQUIFER NOTE:
THIS PROJECT IS NOT LOCATED IN THE EDWARD'S AQUIFER RECHARGE ZONE.
CUT/FILL NOTE:
NO ADMINISTRATIVE VARIANCE IS REQUIRED.
STORM WATER DETENTION:
STORM WATER DETENTION FOR THIS PROJECT IS NOT REQUIRED BECAUSE ABIA PAID
INTO THE REGIONAL STORMWATER MANAGEMENT PROGRAM (RSMP) IN 2011 AS
DOCUMENTED IN THE ABIA 2011 STORMWATER DRAINAGE MASTER PLAN UPDATE.
CRITICAL ENVIRONMENTAL FEATURES:
THERE ARE NO CRITICAL ENVIRONMENTAL FEATURES ON THIS PROJECT SITE.
IRRIGATION ZONE
POND
ACCESS
DRIVEWAY
WORKING PAD
RAMP
25-YFP
100-YFP
CWQZ
TCOM
TP-X
LEGEND
APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH
APPLICABLE CITY REGULATIONS ONLY. APPROVAL BY OTHER GOVERNMENTAL
ENTITIES MAY BE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE
APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MAY
BE NECESSARY.
SITE PLAN RELEASE NOTE:
a) ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE RELEASED
SITE PLAN. ANY ADDITIONAL IMPROVEMENTS WILL REQUIRE SITE PLAN AMENDMENT
AND APPROVAL OF THE DEVELOPMENT SERVICES DEPARTMENT.
b) APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING AND FIRE CODE
APPROVAL NOR BUILDING PERMIT APPROVAL.
c) ALL SIGNS MUST COMPLY WITH REQUIREMENTS OF THE LAND DEVELOPMENT
CODE (CHAPTER 25-10).
d) ADDITIONAL ELECTRIC EASEMENTS MAY BE REQUIRED AT A LATER DATE.
e) WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF
AUSTIN [OR IDENTIFY THE SERVICE PROVIDER IF OTHER THAN THE CITY OF AUSTIN].
f) ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A
DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES
DEPARTMENT.
g) A DEVELOPMENT PERMIT MUST BE ISSUED PRIOR TO AN APPLICATION FOR
BUILDING PERMIT FOR NONCONSOLIDATED OR PLANNING COMMISSION APPROVED
SITE PLANS.
h) FOR DRIVEWAY CONSTRUCTION: THE OWNER IS RESPONSIBLE FOR ALL
COSTS FOR RELOCATION OF, OR DAMAGE TO UTILITIES.
i) FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A ROW EXCAVATION PERMIT
IS REQUIRED.
WASTEWATER
IMPROVEMENT
AUSTIN-BERGSTROM INTERNATIONAL AIRPORT
International Airport Austin-Bergstrom
TERMINAL/APRON EXPANSION -
PACKAGE 4 -
REMOTE DEICING FACILITY
SP-2017-0386D
BERGSTROM DR
FIGHTER DR
BERGSTROM DR.
DETENTION
POND
FI
G
H
TE
R D
R
FI
G
H
TE
R D
R
DETENTION
POND
DETENTION
POND
RAPTOR
HANGAR
ATLANTIC
AVIATION SIGNATURE
FLIGHT
SUPPORT
GENERAL
AVIATION
APRON
ARCHAEOLOGICAL
SITE
41TV1635
Booth
ABIA, LLC.
HANGAR
NO. 3
MAINTENANCE RAMP
SO
U
TH
T
ER
M
IN
A
L R
A M
P
HANGAR
NO. 1
HANGAR
NO. 2
HANGAR
NO. 4
HANGAR
NO. 5
WASH
RACKHANGAR
NO. 6
HANGAR
NO. 1
HANGAR
NO. 2
HANGAR
NO. 3
HANGAR
NO. 4
HANGAR
NO. 5
LOCALIZER
CRITICAL AREA
50:1 RUNWAY
PROTECTION
ZONE
MALSR
MALSR
ARMY AVIATION
SUPPORT FACILITY (AASF)
LOCALIZER
ANTENNA
OIL/WATER SEPARATOR
DETENTION BASIN
W/FLOW SPLITTER BOX
95409535 9555
COMM
TOWER
655MSL
ROTATING
BEACON
ARMY AVIATION
SUPPORT FACILITY (AASF)
LEASE BOUNDARY AREA
(60 ACRES)
AFRC WATER
QUALITY POND
JVMF WATER
QUALITY POND
AOA PID
BRLBRL
BRL
BRL
BRL
BRL
Lat. 30°10'47.8052" Long. 97°40'42.5090"
Elev. 487.6'
WIND CONE
PAPI
OBJECT FREE AREA
PA
R
K
IN
G G
A R
A G
E
PA
SS
EN
G
ER
TE
R M
IN
A
L
ELEVATED
ROADWAY
FAA TRACON
ATCT
AIRFIELD
LIGHTING
VAULT
SOUTH TERMINAL
TEXAS AIR
NATIONAL GUARD
TEXAS NATIONAL GUARD
AIRPORT MAINTENANCE COMPLEX
A.R.F.F
TERMINAL
FUEL
FACILITY
HANGAR
NO. 1
DETENTION POND
SEDIMENTION POND
FLTRATION POND
DETENTION
POND
SEDIMENTION POND
FLTRATION POND
AOA PID AOA PIDWIND CONE
8:1 HELICOPTER
PROTECTION ZONE
FILTRATION POND
SEDIMENTION POND
FILTRATION POND
RUNWAY SAFETY AREA
50:1 RUNWAY
PROTECTION
ZONE
LOCALIZER
ANTENNA
LOCALIZER
CRITICAL AREA
DME
FFM
Lat. 30°10'44.7261" Long. 97°39'26.0774" Elev. 473.7'
OBJECT FREE AREA
PAPI WIND CONE
GLIDE SLOPE
CRITICAL AREA
GLIDE SLOPE
ANTENNA
GLIDE SLOPE
EQUIPMENT
SHELTER
RVR
RUNWAY SAFETY AREA
LANDFILL
AREA 6 & 7
Touchdown Zone Elevation 479.10'
OPEN DRAINAGE CHANNEL
OBJECT FREE AREA
Touchdown Zone Elevation 484.55'
PERIMETER ROADPERIMETER FENCE
HANGAR 1, 2
& OFFICES
GLIDE SLOPE
EQUIPMENT
SHELTER
GLIDE SLOPE
ANTENNA
RVR
WIND CONE
LOCALIZER
CRITICAL AREA
GROUP II
PAVEMENT
SEDIMENTION POND
UNITED STATES
ARMED FORCES RESERVE CENTER
STORAGE
BUILDINGS
BRL
MALSR
BRL
FFM
SEDIMENTION POND
RVR
AOA PID
FILTRATION POND
PAPI
AOA PID
MPH
15 MPH
15MPH
G 1
S1
S2
S3
S4
S5
G2 G2
G3
S7
S8
S9
6S
S10
G 3
MPH
757-200
DC9-15EMB-145
MD-80
757-200MD-80 DC9-15
EMB-145
Civil Engineering - Planning - Geospatial 7401 B. Highway 71 W, Suite 160 Austin, TX 78735, Tel: (512)-583-2600 www.doucetengineers.com TBPE Firm Number: 3937 TBPLS Firm Number: 10105800
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JK
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CD
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BURLESON ROAD
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ONION CREEK
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AutoCAD SHX Text UTILITY CORRIDOR EXISTING STORM DRAIN LINE EXISTING WATER LINE EXISTING WASTEWATER LINE EXISTING GAS LINE EXISTING TELECOM DUCT BANK EXISTING OVERHEAD ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED UNDERGROUND ELECTRIC LINE LIMITS OF CONSTRUCTION 25 YR FLOOD PLAIN 100 YR FLOOD PLAIN CRITICAL WATER QUALITY ZONE EXISTING GRATE INLET EXISTING WATER VALVE EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE EXISTING WASTEWATER MANHOLE EXISTING ELECTRIC MANHOLE EXISTING POWER POLE EXISTING POWER POLE EXISTING LIGHT POLE PROPOSED POWER POLE PROPOSED POWER POLE BOREHOLE WASTEWATER FLOW DIRECTION WASTEWATER FLOW DIRECTION ARROW TEST PIT (SEE NOTE 7) HMAC PAVEMENT HMAC PAVEMENT PROPOSED GATE REINFORCED CONCRETE PAVEMENT VEGETATIVE FILTER STRIP GRAVEL SURFACE
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DRAWING DESCRIPTION:
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AutoCAD SHX Text 11222.001
AutoCAD SHX Text 4910-8107-3288
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11MAY21
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OF 54
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EMMA BROWNING AVE.
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BURLESON RD.
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EMMA BROWNING AVE.
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BERGSTROM DR.
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SURVIVAL RD.
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HANGAR DR.
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METAL ROAD
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LOGISTICS LN.
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MAINTAINERS DR.
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TERMINAL
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RESERVIST RD.
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MAINTENANCE BEND
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EAST PERIMETER ROAD
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EAST PERIMETER ROAD
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T-HANGAR A
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T-HANGAR C
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OFFICE
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PERIMETER ACCESS ROAD
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OUTLAW COUNTRY DR.
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OFFICE
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LOGISTICS LN.
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OUTLAW COUNTRY DR.
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BERGSTROM DR.
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AIRCRAFT LN.
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AIRCRAFT LN.
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FIREHOUSE RD.
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EMMA BROWNING AVE.
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CARPORT
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WASH RACK
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150' X 12,250' RUNWAY AZIMUTH 178%%D 41' 01"
AutoCAD SHX Text 150' X 9000' RUNWAY AZIMUTH 178%%d 41' 50"
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MIL
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LOGISTICS LN.
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WATER QUALITY AND DEICING POND
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E-UC30 (12 WAY-4")
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E-UC30 (12 WAY-4")
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E-UC30 (12 WAY-4")
AutoCAD SHX Text A
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1" = 300' HORIZONTAL SCALE
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE
AutoCAD SHX Text 150'
AutoCAD SHX Text 300'
AutoCAD SHX Text 600'
AutoCAD SHX Text State Plane 1%%D22' East
AutoCAD SHX Text 1%%D18' West
AutoCAD SHX Text Magnetic North
AutoCAD SHX Text 6%%D30' East
AutoCAD SHX Text Airport Grid North
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1" = 50' HORIZONTAL SCALE
AutoCAD SHX Text 0'
AutoCAD SHX Text
SCALE
AutoCAD SHX Text 25'
AutoCAD SHX Text 50'
AutoCAD SHX Text 100'
AutoCAD SHX Text State Plane 1%%D22' East
AutoCAD SHX Text 1%%D18' West
AutoCAD SHX Text Magnetic North
AutoCAD SHX Text 6%%D30' East
AutoCAD SHX Text Airport Grid North
AutoCAD SHX Text THIS RECORD DRAWING IS A COMBINATION OF THE SEALED ENGINEERING CONTRACT DRAWINGS FOR THIS PROJECT MODIFIED BY INFORMATION FURNISHED BY, AND RECEIVED FROM, THE CONTRACTOR REFLECTING CHANGES IN THE PROJECT MADE DURING CONSTRUCTION. THE ORIGINAL SEALED DRAWINGS ARE ON FILE AT THE DEPARTMENT OF AVIATION LOCATED AT 2716 SPIRIT OF TEXAS DRIVE AUSTIN, TX 78719 RECORD DRAWINGS PREPARED ON: 05-11-2021 ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION OF THE RESPONSIBLE ENGINEER IS PROHIBITED.
LOC
LOC
L O
C
L O
C
L
O
C
L
O
C
L O
C
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C
L
O
C
L
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LOCLOC
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LOCLOCLOCLOC
L O
C L O
C L O
C L O
C L O
C L O
C L O
C L O
C
L O
C
100-YFP
Y
F
P
Y
F
P
Y
F P
Y
F
P
Y
F
P
Y
F
P
Y
F P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
1+00 2+00
3+00 4+00
XXXXXXXXXXXXXXXXXXX
TCOM
TCOM
TCOM
TCOM
TCOM
TCOM
TCOM
TCOM
TCOM
TCOM
TCOM
T C
O M
100-YFP
Y
F
P
Y
F
P
Y
F P
Y
F
P
Y
F
P
Y
F
P
Y
F P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
Y
F
P
B-4
6" EX. GAS SERV.
EX. 16'' DI WATER
95-0748
EX. UG. FIBER OPTIC
EX. FIRE HYDRANT #206769
R40.00' R40.00'
R50.00'
R50.00'
EX. 16'' WATER
6" EX. GAS SERV.
W W
W W
STA. 1+13.00 DRIVEWAY
BEGIN HMAC ACCESS ROAD AND DRIVEWAY
MATCH EXISTING ROADWAY GRADE, EL. 475 ±
N: 30.176018 E: -97.668921
STA. 1+12.70 DRIVEWAY LOOP
BEGIN HMAC ACCESS ROAD AND DRIVEWAY.
MATCH EXISTING ROADWAY GRADE, EL. 475 ±
N: 30.176494 E: -97.668646
R40.00'
R50.00'
R15.00'
R50.00'
STA. 2+45.87 DRIVEWAY
=STA. 4+10.03 DRIVEWAY LOOP
N: 30.175866 E: -97.668539
4:1
4:1 4:1
STA. 2+73.71 DRIVEWAY
END HMAC PAVEMENT.
BEGIN GRAVEL SURFACE.
STA. 1+71.47 ACCESS ROAD
PROPOSED ACCESS ROAD
SEE SHEET C-JP-01.
25.00' VEGETATIVE
FILTER STRIP (TYP.)
SEE DETAIL 1/C-WQ-01
PROPOSED 14.00' WIDE
GRAVEL ACCESS ROAD
SEE DETAIL 1/C-DT-07
EX. 56.00'
DRIVEWAY
EXISTIN
G
U
TILITY CO
RRIDO
R
W W
-U C30
G-U C30
TC-U
C30
W -U
C30 27.50' W
IDE
90.00' CONCRETE
PAVEMENT
24.00'
24.00'
3+00 4+00
5+00 5+53
EX
. 2
6.
PA
VE
M
EN
T
EX. 16'' WATER (DI)
(95-0748)
EX. 16'' WATER (DI)
(95-0748)
4.00'
7.00'
0+
0+77
7.00'
EXISTING WIRE FENCE
(TO REMAIN)
EXISTING PROPERTY LINE
EX. 16'' DI WATER LINE.
DEPTH OF CLEAR COVER AT PROPOSED
ACCESS ROAD ENTRANCE EXCEEDS 4'.
SEE DETAIL 2/C-WW-01
STORM WATER
MANAGEMENT POND
STORM WATER
MANAGEMENT POND
EXISTING TC-UC30 TELECOM
DISTRIBUTION DUCT BANK
(6 WAY - 4'')
EXISTING STREET
LIGHT POLE
(TO REMAIN)
ARMED FORCES
RESERVE CENTER
WASTEWATER
FACILITY SIGN
SEE DETAIL 1/C-DT-01
HMAC PAVEMENT
25.00' VEGETATIVE
FILTER STRIP
SEE DETAIL 1/C-WQ-01
HISTORICAL MARKER
(TO REMAIN)
BEGIN VEGETATIVE FILTER STRIP AT
FENCE LINE ALONG BOTH
SHOULDERS OF ACCESS ROAD
PROPOSED
WASTEWATER FM LINE
IMPROVEMENT. SEE
SHEET C-WW-01.
C-SP-02
SITE PLAN (SHEET 1 OF 3)
MATCHLINE - SEE SHEET C-SP-03
0 50' 100'
SCALE: 1" = 50'
25'
SITE PLAN NOTES
1. THIS SITE PLAN IS NOT SUBJECT TO SUBCHAPTER E OF THE LAND DEVELOPMENT
CODE.
2. ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF
ADJACENT RESIDENTIAL PROPERTY (SECTION 25-2-1064).
3. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE
PROPERTY LINE ADJACENT TO RESIDENTIAL USES (SECTION 25-2-1067).
4. YARDS, FENCES, VEGETATIVE SCREENING OR BERMS SHALL BE PROVIDED TO
SCREEN ADJACENT SF-5 OR MORE RESTRICTIVE RESIDENTIAL DISTRICTS FROM
VIEW OF OFF-STREET PARKING AREAS, MECHANICAL EQUIPMENT, STORAGE AREAS,
AND FOR REFUSE COLLECTION.
5. NEITHER WATER NOR WASTEWATER SERVICE WILL BE PROVIDED BY AUSTIN
WATER.
6. THIS SITE DEVELOPMENT IS SUBJECT TO THE ABIA DEVELOPMENT ORDINANCE
20120628-014.
7. SEE ''GEOTECHNICAL ENGINEERING REPORT, AUSTIN BERGSTROM INTERNATIONAL
AIRPORT, AIRPORT TERMINAL/APRON EXPANSION PROJECT AREA 4, CLAY LINER
FOR DEICING FLUID LECHATE STORAGE POND, AUSTIN, TEXAS'' DATED MARCH 22,
2017 BY HVJ ASSOCIATES.
AUSTIN ENERGY NOTE
CONSTRUCTION OF POLES AND ELECTRICAL CONDUITS FOR POND IRRIGATION SYSTEM
TO BE PROVIDED BY AUSTIN ENERGY.
25-YFP
100-YFP
CWQZ
TCOM
TP-X
SEE SHEET C-SP-05 FOR
DRIVEWAY PLAN
LEGEND
DEICING WASTEWATER DISCHARGE LINE COORDINATES:
N: 30.176029 E: -97.668390
N: 30.175850 E: -97.668485
N: 30.175825 E: -97.6684743
AUSTIN-BERGSTROM INTERNATIONAL AIRPORT
International Airport Austin-Bergstrom
TERMINAL/APRON EXPANSION -
PACKAGE 4 -
REMOTE DEICING FACILITY
SP-2017-0386D
BERGSTROM DR
FIGHTER DR
BERGSTROM DR.
DETENTION
POND
FI
G
H
TE
R D
R
FI
G
H
TE
R D
R
DETENTION
POND
DETENTION
POND
RAPTOR
HANGAR
ATLANTIC
AVIATION SIGNATURE
FLIGHT
SUPPORT
GENERAL
AVIATION
APRON
ARCHAEOLOGICAL
SITE
41TV1635
Booth
ABIA, LLC.
HANGAR
NO. 3
MAINTENANCE RAMP
SO
U
TH
T
ER
M
IN
A
L R
A M
P
HANGAR
NO. 1
HANGAR
NO. 2
HANGAR
NO. 4
HANGAR
NO. 5
WASH
RACKHANGAR
NO. 6
HANGAR
NO. 1
HANGAR
NO. 2
HANGAR
NO. 3
HANGAR
NO. 4
HANGAR
NO. 5
LOCALIZER
CRITICAL AREA
50:1 RUNWAY
PROTECTION
ZONE
MALSR
MALSR
ARMY AVIATION
SUPPORT FACILITY (AASF)
LOCALIZER
ANTENNA
OIL/WATER SEPARATOR
DETENTION BASIN
W/FLOW SPLITTER BOX
95409535 9555
COMM
TOWER
655MSL
ROTATING
BEACON
ARMY AVIATION
SUPPORT FACILITY (AASF)
LEASE BOUNDARY AREA
(60 ACRES)
AFRC WATER
QUALITY POND
JVMF WATER
QUALITY POND
AOA PID
BRLBRL
BRL
BRL
BRL
BRL
Lat. 30°10'47.8052" Long. 97°40'42.5090"
Elev. 487.6'
WIND CONE
PAPI
OBJECT FREE AREA
PA
R
K
IN
G G
A R
A G
E
PA
SS
EN
G
ER
TE
R M
IN
A
L
ELEVATED
ROADWAY
FAA TRACON
ATCT
AIRFIELD
LIGHTING
VAULT
SOUTH TERMINAL
TEXAS AIR
NATIONAL GUARD
TEXAS NATIONAL GUARD
AIRPORT MAINTENANCE COMPLEX
A.R.F.F
TERMINAL
FUEL
FACILITY
HANGAR
NO. 1
DETENTION POND
SEDIMENTION POND
FLTRATION POND
DETENTION
POND
SEDIMENTION POND
FLTRATION POND
AOA PID AOA PIDWIND CONE
8:1 HELICOPTER
PROTECTION ZONE
FILTRATION POND
SEDIMENTION POND
FILTRATION POND
RUNWAY SAFETY AREA
50:1 RUNWAY
PROTECTION
ZONE
LOCALIZER
ANTENNA
LOCALIZER
CRITICAL AREA
DME
FFM
Lat. 30°10'44.7261" Long. 97°39'26.0774" Elev. 473.7'
OBJECT FREE AREA
PAPI WIND CONE
GLIDE SLOPE
CRITICAL AREA
GLIDE SLOPE
ANTENNA
GLIDE SLOPE
EQUIPMENT
SHELTER
RVR
RUNWAY SAFETY AREA
LANDFILL
AREA 6 & 7
Touchdown Zone Elevation 479.10'
OPEN DRAINAGE CHANNEL
OBJECT FREE AREA
Touchdown Zone Elevation 484.55'
PERIMETER ROADPERIMETER FENCE
HANGAR 1, 2
& OFFICES
GLIDE SLOPE
EQUIPMENT
SHELTER
GLIDE SLOPE
ANTENNA
RVR
WIND CONE
LOCALIZER
CRITICAL AREA
GROUP II
PAVEMENT
SEDIMENTION POND
UNITED STATES
ARMED FORCES RESERVE CENTER
STORAGE
BUILDINGS
BRL
MALSR
BRL
FFM
SEDIMENTION POND
RVR
AOA PID
FILTRATION POND
PAPI
AOA PID
MPH
15 MPH
15MPH
G 1
S1
S2
S3
S4
S5
G2 G2
G3
S7
S8
S9
6S
S10
G 3
MPH
757-200
DC9-15EMB-145
MD-80
757-200MD-80 DC9-15
EMB-145
Civil Engineering - Planning - Geospatial 7401 B. Highway 71 W, Suite 160 Austin, TX 78735, Tel: (512)-583-2600 www.doucetengineers.com TBPE Firm Number: 3937 TBPLS Firm Number: 10105800
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EMMA BROWNING AVE. (PRIVATE ROADWAY)
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AutoCAD SHX Text UTILITY CORRIDOR EXISTING STORM DRAIN LINE EXISTING WATER LINE EXISTING WASTEWATER LINE EXISTING GAS LINE EXISTING TELECOM DUCT BANK EXISTING OVERHEAD ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED UNDERGROUND ELECTRIC LINE LIMITS OF CONSTRUCTION 25 YR FLOOD PLAIN 100 YR FLOOD PLAIN CRITICAL WATER QUALITY ZONE EXISTING GRATE INLET EXISTING WATER VALVE EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE EXISTING WASTEWATER MANHOLE EXISTING ELECTRIC MANHOLE EXISTING POWER POLE EXISTING POWER POLE EXISTING LIGHT POLE PROPOSED POWER POLE PROPOSED POWER POLE BOREHOLE WASTEWATER FLOW DIRECTION WASTEWATER FLOW DIRECTION ARROW TEST PIT (SEE NOTE 7) HMAC PAVEMENT HMAC PAVEMENT PROPOSED GATE REINFORCED CONCRETE PAVEMENT VEGETATIVE FILTER STRIP GRAVEL SURFACE
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11MAY21
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OF 54
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EMMA BROWNING AVE.
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BURLESON RD.
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BERGSTROM DR.
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HANGAR DR.
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LOGISTICS LN.
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T-HANGAR A
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LOGISTICS LN.
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OUTLAW COUNTRY DR.
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BERGSTROM DR.
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AIRCRAFT LN.
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AIRCRAFT LN.
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FIREHOUSE RD.
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CARPORT
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WASH RACK
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150' X 12,250' RUNWAY AZIMUTH 178%%D 41' 01"
AutoCAD SHX Text 150' X 9000' RUNWAY AZIMUTH 178%%d 41' 50"
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E-UC30 (12 WAY-4")
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E-UC30 (12 WAY-4")
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E-UC30 (12 WAY-4")
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1" = 300' HORIZONTAL SCALE
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1" = 50' HORIZONTAL SCALE
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THIS RECORD DRAWING IS A COMBINATION OF THE SEALED ENGINEERING CONTRACT DRAWINGS FOR THIS PROJECT MODIFIED BY INFORMATION FURNISHED BY, AND RECEIVED FROM, THE CONTRACTOR REFLECTING CHANGES IN THE PROJECT MADE DURING CONSTRUCTION. THE ORIGINAL SEALED DRAWINGS ARE ON FILE AT THE DEPARTMENT OF AVIATION LOCATED AT 2716 SPIRIT OF TEXAS DRIVE AUSTIN, TX 78719 RECORD DRAWINGS PREPARED ON: 05-11-2021 ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION OF THE RESPONSIBLE ENGINEER IS PROHIBITED.
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4.0:1
IRRIGATION FORCE MAIN 4'' DI
(SEE DETAIL 3/C-DT-05)
EL. 475.33
EL. 476.00
2.67' 16.49'
2.67' 16.49'
EL. 475.33
2.67' 16.49'
B-5
TP-1
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TP-4
TP-2
5.00'
12' BERM
SEE DETAIL 2/C-DT-03
36.00'
3.00'
36.00'
3.00'
15.00'
10.00'
6.00' 6.00'
12' BERM
SEE DETAIL2/C-DT-03
6.00' 6.00'
6.00' 6.00'
6.00' 6.00'
EL. 475.17
EL. 475.17
EL. 475.17
EL. 475.17
75.00'
PROPOSED 14.00' WIDE
GRAVEL ACCESS ROAD
SEE DETAIL 1/C-DT-07
R40.00' R40.00'
W W
75.00'
75.00'
8.00'
7.50'
10.00'
5.00'
R40.00'
R40.00'
R40.00'
R40.00'
8'' WW LN ''A''
SEE DETAIL 2/C-DT-05
8'' WW LINE ''A'' POND
DISCHARGE STRUCTURE
FL (OUT) = 467.62 (8" DI CL-350)
SEE DETAIL 1/C-DT-05
14.00'
75.00'
PRO
PO
SED 14.00' W
IDE
GRAVEL ACCESS RO
AD
SEE DETAIL 1/C-DT-07
25.00' VEGETATIVE
FILTER STRIP (TYP.)
SEE DETAIL 1/C-WQ-01
1+00
2+00
1+00
12.00' WIDE
TOP OF BERM
12.00' WIDE
TOP OF BERM
12.00' W
IDE
TO
P O
F BERM
STA. 5+02.46 DRIVEWAY
INSTALL DOUBLE 22"X13.5" ARCH
RCP CULVERT PIPE WITH HEADWALL
SEE DETAIL 5/C-DT-05
FL (IN) = 472.20 (2 - 22''x13.5'' ARCH CL-IV) FL (OUT) = 472.18 (2 - 22''x13.5'' ARCH CL-IV)
0+00
1+002+00
3+00 4+00
4+48
0+00
1+00
1+90
12' BERM
SEE DETAIL 2/C-DT-03
12' BERM
SEE DETAIL 2/C-DT-03
PROPERTY LINE
EXISTING
UNIMPROVED TRAIL
(TO REMAIN)
WILDLIFE FENCE
TOP OF BERM= 476.00
TO
P O
F BERM
= 476.00
TOP OF BERM= 476.00
WILDLIFE FENCE
SEE SHEET C-DT-09
3'' D.I.
RE-CIRCULATION
PIPE AND
SPRAY NOZZLES
(4 EA)
4'' D.I. IRRIGATION
PUMP SUCTION
PIPE
TO
P O
F BERM
= 476.00
CONCRETE SLAB
WITH SUMP PUMP
ROCK…
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