36C24918R0163-007.pdf
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- Construct Parking Garage on West Lot - Project 614-320 Federal contract opportunity
- Solicitation number
- 36C24918R0163
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36C24918R0163 Civil.pdf
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| 36C24918R0163-00004000.docx | DOCX document | |
| 36C24918R0163-00003008.pdf | ||
| 36C24918R0163-00003007.pdf | ||
| 36C24918R0163-00003006.docx | DOCX document | |
| 36C24918R0163-00002000.docx | DOCX document | |
| 36C24918R0163-00001000.docx | DOCX document | |
| 36C24918R0163-011.pdf | ||
| 36C24918R0163-002.docx | DOCX document | |
| 36C24918R0163-009.pdf | ||
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| 36C24918R0163-013.pdf | ||
| 36C24918R0163-016.pdf | ||
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| 36C24918R0163-015.xlsx | XLSX spreadsheet | |
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| 36C24918R0163-006.pdf | ||
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Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
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97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
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O M M E R C E
GENERAL NOTES
CC101
SURVEY CONTROL
SMH
E
D
DMH
E
Surface Inlet
Surface Inlet
Surface Inlet
SMH
SMH
W
W
WW
W
SMH
D
DMH
ON-SITE BENCHMARK
ON-SITE BENCHMARK
SURVEY CONTROL
Poplar Avenue (80'ROW)
Allen&Hoshall, Inc.
Lots 1-3 & Portions of Lots 4-6 of the Poplar-Pauline Commercial Sub'd
Plat Book 32, Page 76, Shelby County Register's Office, State of Tennessee
Site
A/H JOB NUMBER:
PROJECT LOCATION:
PROJECT ADDRESS:
SHEET 1 OF 1
PROJECT TYPE:
jcaughman@allenhoshall.com
James B. Caughman, III, RLS Tennessee RLS #1818
77538
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
SURVEY REQUESTED BY,
PERFORMED AND PREPARED FOR:
DATE OF CERTIFICATION 11/14/16
REVISIONS:
Rev # Date
D
G
W
Allen&Hoshall Since 1915
1661 International Drive Memphis, TN 38120 901 820 0820 fax 901 683 1001
MEMPHIS, TN
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer Functional Design
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
VF101
JBCChecker
TOPOGRAPHIC
SURVEY
2016/11/14
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
AutoCAD SHX Text 6"Inactive Swr Stub
AutoCAD SHX Text 6"Inactive Swr Stub
AutoCAD SHX Text 6"Inactive Swr Stub
AutoCAD SHX Text 6"Inactive Swr Stub
AutoCAD SHX Text 6"Inactive Swr Stub
AutoCAD SHX Text 6"Inactive Swr Stub
AutoCAD SHX Text 6"Inactive Swr Stub
AutoCAD SHX Text Sewer Capped
AutoCAD SHX Text Area of Unknown Subsurface Material
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AutoCAD SHX Text Unknown Subsurface Utility
AutoCAD SHX Text Area of Unknown Subsurface Utility
AutoCAD SHX Text Unknown Subsurface Utility
AutoCAD SHX Text Unknown Subsurface Utility
AutoCAD SHX Text Unknown Subsurface Utility
AutoCAD SHX Text Unknown Subsurface Utility
AutoCAD SHX Text 6-72 Inlet Inv:239.16' 15"RCP(NW)
AutoCAD SHX Text Inv:236.32' 15"RCP(SE)
AutoCAD SHX Text 6"Wall (Poor Condition)
AutoCAD SHX Text 12"Wall
AutoCAD SHX Text 8"Wall w/Railing
AutoCAD SHX Text 12"Wall
AutoCAD SHX Text LP on Concrete Base (Typ.)
AutoCAD SHX Text 'UT Resident Parking'
AutoCAD SHX Text 'Patient & Visitor Parking'
AutoCAD SHX Text 'Patient & Visitor Parking'
AutoCAD SHX Text 'Patient & Visitor Parking'
AutoCAD SHX Text 'Patient & Visitor Parking'
AutoCAD SHX Text 'Patient & Visitor Parking'
AutoCAD SHX Text 'Patient & Visitor Parking'
AutoCAD SHX Text 'UT Resident Parking'
AutoCAD SHX Text 'UT Resident Parking'
AutoCAD SHX Text 'UT Resident Parking'
AutoCAD SHX Text 'UT Resident Parking'
AutoCAD SHX Text 'Patient & Visitor Parking'
AutoCAD SHX Text 'Patient & Visitor Parking'
AutoCAD SHX Text Pressure Sensors
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text Flush Curb
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AutoCAD SHX Text Flush Curb
AutoCAD SHX Text Flush Curb
AutoCAD SHX Text Driveway Cut
AutoCAD SHX Text Sidewalk
AutoCAD SHX Text Sidewalk
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AutoCAD SHX Text Curb/Gutter
AutoCAD SHX Text Curb/Gutter
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AutoCAD SHX Text Driveway Cut
AutoCAD SHX Text 10'Wrought Iron Fence
AutoCAD SHX Text 10'Wrought Iron Fence
AutoCAD SHX Text 10'Wrought Iron Fence
AutoCAD SHX Text 10'Wrought Iron Fence
AutoCAD SHX Text 16'x9' Box Culvert
AutoCAD SHX Text 16'x9' Box Culvert
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text Curb/Gutter
AutoCAD SHX Text Curb/Gutter
AutoCAD SHX Text Curb/Gutter
AutoCAD SHX Text Curb/Gutter
AutoCAD SHX Text Curb/Gutter
AutoCAD SHX Text ~Concrete~
AutoCAD SHX Text ~Landscaping~
AutoCAD SHX Text ~Asphalt Pavement~
AutoCAD SHX Text Curb/Gutter
AutoCAD SHX Text Curb/Gutter
AutoCAD SHX Text Solid White Stripe
AutoCAD SHX Text Bollard
AutoCAD SHX Text Curb
AutoCAD SHX Text Metal Plate
AutoCAD SHX Text ~Grass~
AutoCAD SHX Text ~Grass~
AutoCAD SHX Text ~Landscaping~
AutoCAD SHX Text ~Landscaping~
AutoCAD SHX Text 10'Wrought Iron Fence
AutoCAD SHX Text K:\77538-GuidonDesign- VA Hospital Garage Survey\Dwg\VA Parking Garage Topo Survey 10-28-2016.dwg
AutoCAD SHX Text Survey performed by: James B. Caughman, III Tennessee RLS#1818 RLS#1818 1661 International Dr., #100 Memphis, TN 38120 (901) 820-0820 Date of Survey: March 31, 2016 March 31, 2016 Allen&Hoshall, Inc. 2016 www.allenhoshall.com A/H Project #:7753877538
AutoCAD SHX Text Located in: City of Memphis, Shelby County, State of Tennessee. (Not to scale)Memphis, Shelby County, State of Tennessee. (Not to scale), Shelby County, State of Tennessee. (Not to scale)Shelby County, State of Tennessee. (Not to scale) County, State of Tennessee. (Not to scale)Tennessee. (Not to scale). (Not to scale)
AutoCAD SHX Text March 31, 2016
AutoCAD SHX Text Copyright Allen&Hoshall, Inc. 2016
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AutoCAD SHX Text This drawing, style and format is protected by Copyright and all rights are reserved. The use of this drawing style and format is strictly prohibited without the written consent and permission of Allen&Hoshall, Inc.
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AGRICULTURE
AutoCAD SHX Text N
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1030 JEFFERSON AVENUE MEMPHIS, TENNESSEE , TENNESSEE TENNESSEE 38104
AutoCAD SHX Text
CITY OF MEMPHIS, SHELBY COUNTY, STATE OF TENNESSEE
AutoCAD SHX Text Kyle J. Cyr, PE, Env SP 905 N. Capitol Ave., #100 Indianapolis, IN 46204, IN 46204IN 46204 4620446204
AutoCAD SHX Text Owner of record of the subject property surveyed as of the date of this survey: 'United States of America per recorded Instrument Warranty Deed #FE-3150 at the Shelby County Register's Office, City of Memphis, State of Tennessee. The entirely of the subject property is not shown hereon. Deed/easement documents referenced by this survey were self researched by the land surveyor of record. Boundary/Easement/Title information shown hereon are an expressed opinion of said land surveyor. The land surveyor of record expresses nor implies no warranty or guarantee as to the completeness of the title research performed nor shown hereon. No certified title report was provided to the surveyor of record for this survey. Documents of record reviewed and considered as a part of this survey are noted hereon. Only the documents noted hereon were supplied to the surveyor or were obtained by the surveyor of record. There may exist other documents, recorded or non-recorded, that affect the title of the properties surveyed. Some easements shown on the Poplar-Pauline Commercial Subdivision (Plat Book 32, Page 76) have been vacated and are not shown hereon. Easement vacation per: AC-2097 and 6234-232. The current municipal zoning of the subject property is not expressed on this survey. Property zoning restrictions, if any, are not graphically shown/expressed hereon. Other than noted hereon, neither subsurface, including but not limited to utilities, nor environmental conditions were examined or considered as a part of this survey. No guarantee is made or expressed as to the underground utilities shown hereon, if any. Before commencement of any construction, call Tennessee One-Call at 1-800-351-111 and the utility companies maintaining utility services across the subject property surveyed. Drainage and sanitary sewer locations shown hereon, if any, are compiled from observed field data and records only. Physical entry was not made into any structures. Drainage and sanitary sewer pipes shown hereon are assumed to be straight line connections only. No guarantee is made or implied as to the exact location of said shown drainage and/or sanitary sewer. The underground utilities shown, if any, hereon have been located from surface indications of field measured locations and drawings of record. A private utility locate was performed for this topographic survey and the results are graphically shown hereon. No guarantee is made that the underground utilities shown shown hereon comprise a utility services within the limits of the survey, either active, inactive or abandoned, above ground or under. No guarantee is made nor implied as to the location or existence of any underground utilities. No visible, obvious or apparent indications of existing burial grounds, cemeteries, solid waste dumps, sumps, sanitary landfills or wetlands were observed during the course of this survey. Allen&Hoshall, Inc. nor the surveyor of record does not express any expertise, opinion or assumption in the recognition of burial grounds, cemeteries, soil waste dumps, sumps, sanitary landfills nor wetlands. 'Area of unknown surface material' as shown hereon represents the approximate area indicated by the underground utility locate contractor of undetermined utility or changes in subsurface material. No assumptions or determinations of the subsurface material is made by this survey or surveyor of record. Bearings and coordinate values, if any, shown hereon are based on the Tennessee State Plane Coordinate System (TNSPC), North American Datum 1983 (NAD83) and are measured in U.S. Feet. Vertical values shown are relative to the North American Vertical Datum of 1988 (NAVD88). Contour Interval shown: 1-foot. Physical objects shown on the survey hereon were observed on the day of field data collection.
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THIS SURVEY IS SUBJECT TO ANY AND ALL ENFORCEABLE RESTRICTIVE COVENANTS.
AutoCAD SHX Text By graphic scaling only, the subject property surveyed does not lie within a Special Flood Hazard Area (SFHA). The subject property surveyed falls within the FEMA designated area Zone X defined as, 'Other Areas', Zone X defined as, "Areas determined to be outside the 0.2% annual chance floodplain." Source: FEMA Flood Insurance Rate Map Community Panel No. 47157C 0270F which has an effective date of September 28, 2007. Field surveying was not performed to determine this/these zone(s). An elevation certificate may be needed to verify this determination or apply for an amendment from the Federal Emergency Management Agency.
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text The location of underground utilities, if any, as shown hereon are based on observed above ground structures and record drawings only. There may be underground utilities, materials, contaminants, oils and/or minerals across this property or within streets that are not shown or noted hereon. Unless noted otherwise, no environmental and/or subsurface conditions were examined as a part of this survey. The proper utility authorities should be contacted for more specific locations and information of underground utilities. No excavation or ground penetration of any kind is authorized by the production of this survey.
AutoCAD SHX Text
AT&T ENGINEERING TELEPHONE ENG. DEPT. 901-787-3504
AutoCAD SHX Text
COMCAST CABLE T.V. ENGINEERING DEPT. 901-366-1770
AutoCAD SHX Text
ELECTRICAL, GAS, WATER MLG&W 901-544-6549
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SEWER CITY OF LAKELAND, TN 901-870-8594
AutoCAD SHX Text Utility Location Service Call Before You Dig Tennessee One-Call System, Inc. 1-800-351-1111
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- GUY ANCHOR - BOLLARD - BUSH - CLNOUT - DRAINAGE MANHOLE (DMH) - DRAINAGE CURB INLET - DRAINAGE SURFACE INLET - ELECTRIC BOX - FIRE HYDRANT (FH) - GAS METER (GM) - GAS VALVE (GV)
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- LIGHT POLE (LP) - MAIL BOX (MB)
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- SPOT ELEVATION - TELEPHONE PEDESTAL - TRAFFIC SIGNAL POLE - VERTICAL BENCHMARK (TBM) - WATER METER (WM) - WATER VALVE (WV)
AutoCAD SHX Text
- PROPERTY LINE - RECORD EASEMENT LINE - OVERHEAD UTILITY LINE - UNDERGROUND TELE/CABLE LINE - UNDERGROUND DRAINAGE LINE - UNDERGROUND GAS LINE - UNDERGROUND SEWER LINE - UNDERGROUND WATER LINE - UNKNOWN UTILITY LINE - HEDGE LINE - EXISTING MAJOR CONTOUR - EXISTING MINOR CONTOUR
AutoCAD SHX Text W
AutoCAD SHX Text 123.45'
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- MISCELLANEOUS ITEM - POWER UTILITY POLE (PP) - UTILITY POLE W/LIGHT - SEWER MANHOLE (SMH) - SEWER CLEANOUT - SIGN - SOIL BORING
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AutoCAD SHX Text UNITED STATES OF AMERICA per WD FE-3150
AutoCAD SHX Text (PB28-53) 40' Utility & Drainage Easement
AutoCAD SHX Text (PB 28-53) 40' Utility & Drainage Easement
AutoCAD SHX Text -Limit of Survey-
AutoCAD SHX Text -Limit of Survey-
AutoCAD SHX Text Lebonheur Children's Medical Center, Inc. per R2-1332
AutoCAD SHX Text United States of America per 5329-251
AutoCAD SHX Text Cajun Realty, LLC per WD 11038331
AutoCAD SHX Text Invert, Pipe Slope Unknown.
AutoCAD SHX Text Invert, Pipe Slope Unknown.
AutoCAD SHX Text Invert, Pipe Slope Unknown.
AutoCAD SHX Text Invert, Pipe Slope Unknown.
AutoCAD SHX Text -Limit of Survey-
AutoCAD SHX Text Graphic Rotation: 9%%D00'00"
AutoCAD SHX Text Grid North
AutoCAD SHX Text (PB32-76) 5' Utility Easement
AutoCAD SHX Text Lot 1
AutoCAD SHX Text Lot 2
AutoCAD SHX Text Lot 3
AutoCAD SHX Text Lot 6
AutoCAD SHX Text Lot 5
AutoCAD SHX Text Lot 4
AutoCAD SHX Text
SMH
AutoCAD SHX Text Note: Approx location only. Pipe based on video observation.
AutoCAD SHX Text Parking Stripes
AutoCAD SHX Text Parking Stripes
AutoCAD SHX Text Parking Stripes
AutoCAD SHX Text Parking Stripes
AutoCAD SHX Text Poplar-Pauline Commercial Sub'd (Plat Book 32, Page 76)
AutoCAD SHX Text Slotted Surface Drain (Flush)
AutoCAD SHX Text Slotted Surface Drain (Flush)
AutoCAD SHX Text Slotted Surface Drain (Flush)
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text 1 North Arrow Orientation 5-13-2016
AutoCAD SHX Text 2 Project Date 11-14-2016
ON-SITE BENCHMARK
E
D
E
W
W
WW
W
D
ON-SITE BENCHMARK
Poplar Avenue (80'ROW)
ON-SITE BENCHMARK
Surface Inlet
SMH
DMH
SMH
SMH
SMH
DMH
Surface Inlet
Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
C
O M M E R C E
DEMOLITION PLAN
CD101
0 4020
N
D
W
W
WW
W
D
Poplar Avenue (80'ROW)
Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
C
O M M E R C E
SITE PLAN
CS101
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
C
O M M E R C E
SITE DETAILS
CS501
8" SQUARE
SURVEY CONTROL
ON-SITE BENCHMARK
D
W
W
WW
W
D
ON-SITE BENCHMARK
ON-SITE BENCHMARK
Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
C
O M M E R C E
GRADING PLAN
CG101
D
W
W
WW
W
D
Surface Inlet
SMH
DMH
SMH
SMH
SMH
DMH
Surface Inlet
Drawing Title
Approved for Design Concept:
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
C
O M M E R C E
UTILITY PLAN
CU101
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
C
O M M E R C E
UTILITY DETAILS
CU501
DRAWN BY:
SCALE:
DATE:
CHECKED:
THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO
CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN
ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL
ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND
PROJECT REQUIREMENTS.
ADVANCED DRAINAGE SYSTEMS, INC.
70 INWOOD ROAD, SUITE 3 | ROCKY HILL, CT 06067
PHONE: 888-892-2694 | FAX: 866-328-8401
Detention Retention Recharge
Subsurface Stormwater Management
WWW.STORMTECH.COM
NOTES:
1. INSPECTION PORTS MAY BE CONNECTED
THROUGH ANY OF (6) CHAMBER CORRUGATION
VALLEYS
2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT
CEMENTED.
CONNECTION DETAIL
NTS
8"
[203 mm]
4" [100 mm] SCHED 40 PVC COUPLING
4" [100 mm] SCHED 40 PVC
4" [100 mm] SCHED 40 PVC
CORE 4.5" [114 mm] Ø HOLE IN
CHAMBER (4.5" HOLE SAW REQ'D)
ANY OF (6) VALLEY
LOCATIONS
MC-3500 CHAMBER
4" [100 mm] SCHED 40 SCREW-IN CAP
ADS 601 NON-WOVEN
GEOTEXTILE (OR EQUAL)
NOMINAL 3/4 - 2 INCH [19 mm - 51 mm]
CLEAN CRUSHED ANGULAR STONE
NYLOPLAST 12" [300 mm] INLINE DRAIN
BODY W/ 12" [300 mm] SOLID HINGED
COVER AND FRAME (SEE NYLOPLAST
DWG# 7003-110-044 FOR PAVED
APPLICATIONS / SEE DWG# 7003-110-045
FOR UNPAVED APPLICATIONS)
CONCRETE COLLAR
PAVEMENT
GRANULAR WELL GRADED SOIL /
AGGREGATE MIXTURES
6.5' [1.98 m]
MAX.
24" [610 mm]
MIN.
STORMTECH GENERAL NOTES
1. STORMTECH LLC ("STORMTECH") REQUIRES INSTALLING
CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S
LATEST MC-3500 INSTALLATION INSTRUCTIONS PRIOR TO
BEGINNING SYSTEM INSTALLATION.
2. STORMTECH OFFERS INSTALLATION CONSULTATIONS TO
INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL
SERVICE DEPARTMENT OR LOCAL STORMTECH
REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM
INSTALLATION TO ARRANGE A PRE-INSTALLATION
CONSULTATION. OUR REPRESENTATIVES CAN THEN ANSWER
QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH
CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR
OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE
BEGINNING THE SYSTEM'S CONSTRUCTION. CALL 860-529-8188
TO SPEAK TO A TECHNICAL SERVICE REPRESENTATIVE OR VISIT
WWW.STORMTECH.COM TO RECEIVE A COPY OF OUR
INSTALLATION INSTRUCTIONS.
3. STORMTECH REQUIREMENTS FOR SYSTEMS WITH PAVEMENT
DESIGN (ASPHALT, CONCRETE PAVERS, ETC.): MINIMUM COVER
IS 24" [610 mm] NOT INCLUDING PAVEMENT; MAXIMUM COVER IS
6.5' [1.98 m] INCLUDING PAVEMENT. FOR INSTALLATIONS THAT
DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES
MAY OCCUR, MINIMUM REQUIRED COVER IS 30" [762 mm], MAXIMUM COVER IS 6.5' [1.98 m].
4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH
THE BEARING CAPACITY OF THE CHAMBER FOUNDATION
MATERIALS TO THE DESIGN ENGINEER.
5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (FILTER
FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS.
6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND
PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE
MOST CURRENT VERSION OF STORMTECH MC-3500
CONSTRUCTION GUIDE.
7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW
REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION
OF STORMTECH MC-3500 INSTALLATION INSTRUCTIONS.
8. THE CONTRACTOR MUST REFER TO STORMTECH MC-3500
CONSTRUCTION GUIDE FOR A TABLE OF ACCEPTABLE VEHICLE
LOADS AT VARIOUS DEPTHS OF COVER. THIS INFORMATION IS
ALSO AVAILABLE ON THE STORMTECH WEBSITE:
WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE
FOR PREVENTING VEHICLES THAT EXCEED STORMTECH
REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER
THE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING
TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY
USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING
SENSITIVE CONSTRUCTION AREAS.
9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT
CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM
DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL
CODES AND DESIGN ENGINEER'S SPECIFICATIONS.
10. STORMTECH PRODUCT WARRANTY IS LIMITED. CONTACT
STORMTECH FOR WARRANTY INFORMATION.
DRAWN BY:
SCALE:
DATE:
CHECKED:
THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO
CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN
ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL
ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND
PROJECT REQUIREMENTS.
ADVANCED DRAINAGE SYSTEMS, INC.
70 INWOOD ROAD, SUITE 3 | ROCKY HILL, CT 06067
PHONE: 888-892-2694 | FAX: 866-328-8401
Detention Retention Recharge
Subsurface Stormwater Management
WWW.STORMTECH.COM
FILL MATERIAL FOR LAYER 'D' STARTS FROM THE
TOP OF THE 'C' LAYER TO THE BOTTOM OF
FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE
MAY BE PART OF THE 'D' LAYER.
FILL MATERIAL FOR LAYER 'C' STARTS FROM THE
TOP OF THE EMBEDMENT STONE ('B' LAYER) TO
24" [610 mm] ABOVE THE TOP OF THE CHAMBER.
NOTE THAT PAVEMENT SUBBASE MAY BE A PART
OF THIS LAYER.
EMBEDMENT STONE SURROUNDING THE
CHAMBERS FROM THE FOUNDATION STONE
TO THE 'C' LAYER ABOVE.
FOUNDATION STONE BELOW CHAMBERS FROM
THE SUBGRADE UP TO THE FOOT (BOTTOM) OF
THE CHAMBER.
ANY SOIL/ROCK MATERIALS, NATIVE SOILS,
OR PER ENGINEER'S PLANS. CHECK PLANS
FOR PAVEMENT SUBGRADE REQUIREMENTS.
GRANULAR WELL-GRADED SOIL/AGGREGATE
MIXTURES, < 35% FINES. MOST PAVEMENT
SUBBASE MATERIALS CAN BE USED IN LIEU OF
THIS LAYER.
N/A
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
3, 4
3, 4
PREPARE PER ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL
AND PREPARATION REQUIREMENTS.
BEGIN COMPACTION AFTER 24" [610 mm] OF MATERIAL
OVER THE CHAMBERS IS REACHED. COMPACT ADD-
ITIONAL LAYERS IN 12" [305 mm] MAX LIFTS TO A MIN.
95% STANDARD PROCTOR DENSITY.
NO COMPACTION REQUIRED.
PLATE COMPACT OR ROLL TO ACHIEVE A 95%
STANDARD PROCTOR DENSITY ²
MATERIAL LOCATION DESCRIPTION COMPACTION/DENSITY REQUIREMENT
AASHTO M43
DESIGNATION¹
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE:
“CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE”.
2. AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE, STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS
WHEN PLACED AND COMPACTED IN 9” [229 mm] (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR.
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS
A
B
C
D
CLEAN, CRUSHED, ANGULAR STONE,
NOMINAL SIZE DISTRIBUTION BETWEEN
3/4 - 2 INCH [19 - 51 mm]
CLEAN, CRUSHED, ANGULAR STONE,
NOMINAL SIZE DISTRIBUTION BETWEEN
3/4 - 2 INCH [19 - 51 mm]
IF REQUIRED
PAVEMENT AND SUBBASE DESIGN (BY
ENGINEER) MOST PAVEMENT SUBGRADE
MATERIALS CAN BE USED IN LIEU OF
REQUIREMENTS FOR LAYERS 'C' & 'D')
9" [229 mm] MIN. 77" [1956 mm] 12" [305 mm] MIN.
6.5'
[1.98 m]
MAX.
12" [305 mm] MIN.
45"
[1143 mm]
C
D
B
A
ONCE LAYER 'C' IS PLACED ANY
SOIL/MATERIAL CAN BE PLACED IN
LAYER 'D' UP TO THE FINISHED
GRADE. MOST PAVEMENT
SUBBASE SOILS CAN BE USED TO
REPLACE THE MATERIALS
REQUIREMENTS OF LAYERS 'C'
OR 'D' AT THE DESIGN
ENGINEER'S DISCRETION.
24"
[610 mm]
MIN.*
ADS 601 NON-WOVEN
GEOTEXTILE (OR EQUAL) ALL
AROUND ANGULAR STONE
DRAWN BY:
SCALE:
DATE:
CHECKED:
THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO
CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN
ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL
ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND
PROJECT REQUIREMENTS.
ADVANCED DRAINAGE SYSTEMS, INC.
70 INWOOD ROAD, SUITE 3 | ROCKY HILL, CT 06067
PHONE: 888-892-2694 | FAX: 866-328-8401
Detention Retention Recharge
Subsurface Stormwater Management
WWW.STORMTECH.COM
*TO BOTTOM OF FLEXIBLE PAVEMENT.
FOR UNPAVED INSTALLATIONS, WHERE
RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" [762 mm].
9" [229 mm] MIN.
DRAWN BY:
SCALE:
DATE:
CHECKED:
THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO
CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN
ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL
ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND
PROJECT REQUIREMENTS.
ADVANCED DRAINAGE SYSTEMS, INC.
70 INWOOD ROAD, SUITE 3 | ROCKY HILL, CT 06067
PHONE: 888-892-2694 | FAX: 866-328-8401
Detention Retention Recharge
Subsurface Stormwater Management
WWW.STORMTECH.COM
GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES,
<35% FINES. COMPACT IN 6" [152 mm] LIFTS TO 95%
STANDARD PROCTOR DENSITY. SEE THE TABLE OF
ACCEPTABLE FILL MATERIALS
PAVEMENT (PER CS501)
ADS 601 NON-WOVEN
GEOTEXTILE (OR EQUAL) ALL
AROUND ANGULAR STONE
NOMINAL 3/4 - 2 INCH [19 mm - 51 mm]
CLEAN, CRUSHED, ANGULAR STONE
(AASHTO M43 #3 & #4 SIZES ALLOWED)
9" [229 mm] MIN.
77"
[1956 mm]
12" [305 mm] MIN.
45" [1143 mm]
24" [610 mm]
MIN.*
MC-3500 ENDCAP
9" [229 mm] MIN.
MC-3500 CHAMBER
12" MIN.
[305 mm]
6" MIN.
[152 mm]
THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN
SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
CHAMBERS SHALL MEET ASTM F 2418 "STANDARD
SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED
WALL STORMWATER COLLECTION CHAMBERS"
CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH
ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL
DESIGN OF THERMOPLASTIC CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS"
PERIMETER STONE MUST ALWAYS BE BROUGHT UP EVENLY WITH BACKFILL OF BED. PERIMETER STONE MUST EXTEND
HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH STRAIGHT OR SLOPED SIDEWALLS.
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
VA Project Number
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
IP
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
VA Project Number
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r
IP
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
VA Project Number
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r
0 2010
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
VA Project Number
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
C
O M M E R C E
EROSION CONTROL DETAILS
CJ501
OPTIONAL
OVERFLOW
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
MEMPHIS, TN
o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
B
A
C
D
E
F
1 2 3 4 5 6 7 9
F
E
D
C
B
A
97 8654321
OFFICE OF
FACILITIES
MANAGEMENT
VA Project Number
FACILITY MANAGEMENT
DIVISION MANAGER
614-319
MEMPHIS VAMC
1030 JEFFERSON AVE, MEMPHIS, TN 38104
ARCHITECT/ENGINEERS:
MEP Engineer
APOGEE CONSULTING
GROUP
1151 Kildaire Farm Rd.
Suite 120
Cary, NC 27511
Tele: 919-858-7420
Functional Design
CARL WALKER INC.
3211 Internet Blvd., Suite 220
Frisco, TX 75034
Tele: 469-777-5143
905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204
317.800.6388 WWW.GUIDONDESIGN.COM
SUSTAINABLE ARCHITECTURE + ENGINEERING
PROJECT LEAD
Architect, Structural Engineer, Civil Engineer
C U s e r s e d e c i n a D o c u m e n t s
M e m p h i s V
A G a r a g e e d e c i n a g u i d o n d e s i g n c o m r v t
BID SET
CMBKJC11/14/2016
15.1067CONSTRUCT PARKING GARAGE
ON WEST LOT
LU
KE J . LE IS ING
AGRICULTURER
E
G I S T E R E D E N G
I N E
E R
S T
A T
E
O F T ENNEE
S E
E
NO . 1 1 8 6 3 2
C
O M M E R C E
EROSION CONTROL DETAILS
CJ502
³
³
| 15.1067-16.11.14 - Bid Set Drawings_Part5 |
| 15.1067-16.11.14 - Bid Set Drawings_Part6 |
| 15.1067-16.11.14 - Bid Set Drawings_Part7 |
| 15.1067-16.11.14 - Bid Set Drawings_Part8 |
| 15.1067-16.11.14 - Bid Set Drawings_Part9 |
| 15.1067-16.11.14 - Bid Set Drawings_Part10 |
| 15.1067-16.11.14 - Bid Set Drawings_Part11 |
| 15.1067-16.11.14 - Bid Set Drawings_Part12 |
| 15.1067-16.11.14 - Bid Set Drawings_Part13 |
| 15.1067-16.11.14 - Bid Set Drawings_Part14 |
| 15.1067-16.11.14 - Bid Set Drawings_Part15 |
| 15.1067-16.11.14 - Bid Set Drawings_Part16 |
| 15.1067-16.11.14 - Bid Set Drawings_Part17 |
| 15.1067-16.11.14 - Bid Set Drawings_Part18 |
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