DCFT_162009_Plans.pdf
PDF 3 MB Posted
- Attached to
- REPAIR BACK GATE Federal contract opportunity
- Solicitation number
- W91SMC-18-B-7004
About this file
REPAIR BACK GATE DESIGN PLANS
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W91SMC-18-B-7004-0001_AMENDMENT_REPAIR_BACK_GATE.pdf | ||
| SBSA_Pre-RFQ_Slides_-_Repair_Back_Gate.pdf | ||
| Site_Visit_Minutes_13_June_18.pdf | ||
| Pre-Bid_Sign-In_Sheet.pdf | ||
| W91SMC-18-B-7004-REPAIR_BACK_GATE.pdf |
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7260 Shadeland Station | Indianapolis, Indiana 46256
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
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2750 W. Washington Street | Springfield, Illinois 62702
TEL 217.787.8050 | FAX 217.787.4183
www.cmtengr.com
C001
TITLE SHEET
CONSTRUCTION PLANS
FOR
183 WING, CAPITAL AIRPORT
REPAIR BACK GATE DESIGN
SPRINGFIELD, ILLINOIS 62707
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WWW.ARCHITURACORP.COM
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PROJECT NAME
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CHECKED BY:
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DRAWING BY:
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COMMISSION:
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DATE:
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SHEET TITLE
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SHEET NUMBER
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SIGNATURE
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SEAL
AutoCAD SHX Text THIS DRAWING AND ALL INFORMATION ON IT IS THE PROPERTY OF ARCHITURA CORPORATION. IT IS CONFIDENTIAL AND ITS SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. THIS DRAWING NOR ANY PART OF IT NOR ANY INFORMATION CONCERNING IT MAY BE COPIED, EXHIBITED, REPRODUCED OR FURNISHED TO OTHERS NOR MAY PHOTOGRAPHS BE MADE OF ANY ARTICLE FABRICATED OR ASSEMBLED FROM THIS DRAWING WITHOUT WRITTEN CONSENT OF ARCHITURA CORPORATION. COPYRIGHT 2017 ARCHITURA CORPORATION
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SUITE 1212
AutoCAD SHX Text 46204 - 2910
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55 MONUMENT CIRCLE
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FAX : 317-951-1213
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PH : 317-348-1000
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INDIANAPOLIS, INDIANA
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MARK
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REVISIONS
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DATE
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DESCRIPTION
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100%%% DESIGN
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JEO
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MDW
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REPAIR BACK
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GATE DESIGN
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183 WING, CAPITAL AIRPORT
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SPRINGFIELD, ILLINOIS 62707
AutoCAD SHX Text 11/10/2017
AutoCAD SHX Text No.
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STATE OF
AutoCAD SHX Text 11200239
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10 NOVEMBER 2017
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NOT TO SCALE
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LOCATION MAP
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NOT TO SCALE
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VICINITY MAP
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NOT TO SCALE
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SOILS MAP
AutoCAD SHX Text 17A Keomah silt loam Keomah silt loam 279B Rozetta silt loamRozetta silt loam
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INDEX
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DESCRIPTION
AutoCAD SHX Text SHEET No.
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TITLE SHEET
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EXISTING CONDITIONS & DEMOLITION PLAN
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SITE & GRADING PLAN
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EROSION CONTROL PLAN
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SITE DETAILS
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SITE DETAILS
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AutoCAD SHX Text !! CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UTILITIES SHOWN UTILITIES SHOWN SHOWN SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE GROUND EVIDENCE GROUND EVIDENCE EVIDENCE EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks manholes, inlets, valves, and marks manholes, inlets, valves, and marks inlets, valves, and marks inlets, valves, and marks valves, and marks valves, and marks and marks and marks marks marks made upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN ARE SPECULATIVE IN ARE SPECULATIVE IN SPECULATIVE IN SPECULATIVE IN IN IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND EXISTING UNDERGROUND EXISTING UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR GROUND EVIDENCE OR GROUND EVIDENCE OR EVIDENCE OR EVIDENCE OR OR OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE WAS OBSERVED. THE WAS OBSERVED. THE OBSERVED. THE OBSERVED. THE THE THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES UNDERGROUND UTILITIES UNDERGROUND UTILITIES UTILITIES UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL TO ANY AND ALL TO ANY AND ALL ANY AND ALL ANY AND ALL AND ALL AND ALL ALL ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 - INDIANA UNDERGROUND -
AutoCAD SHX Text GENERAL NOTES: : 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS.
AutoCAD SHX Text 17A
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AutoCAD SHX Text NOTES: : 1. SURVEY PROVIDED BY CRAWFORD, MURPHY AND TILLY SURVEY PROVIDED BY CRAWFORD, MURPHY AND TILLY ENGINEERS AND CONSULTANTS, DATED SEPTEMBER 2017.
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7260 Shadeland Station | Indianapolis, Indiana 46256
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
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2750 W. Washington Street | Springfield, Illinois 62702
TEL 217.787.8050 | FAX 217.787.4183
www.cmtengr.com
EXISTING LEGEND
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EXISTING
CONDITIONS &
DEMOLITION PLAN
DEMOLITION LEGEND
KEYNOTES
BENCHMARK DATA
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CURB INLET RIM EL 582.93 INV. EL 579.86
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METAL BUILDING
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HACKMORE DR.
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ASPH. PATH
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ROUTE 29
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ASPH. PATH
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CONC.
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RIP RAP
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GRVL.
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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ASPH.
AutoCAD SHX Text 74'W x 6.45'H ROLLING GATE
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TURF
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TURF
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TURN STILE GATE
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GRVL. ALONG FENCE LINE
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DITCH
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DITCH
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GATE
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BM #1
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 26"
AutoCAD SHX Text 21"
AutoCAD SHX Text 17"
AutoCAD SHX Text 22"
AutoCAD SHX Text 13"
AutoCAD SHX Text 22"
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TURF
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TURF
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TURF
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GRVL. ALONG FENCE LINE
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10" CMP FL. EL 579.41
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INLET RIM EL 587.27 INV. EL 584.72
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18" CMP FL. EL 580.86
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SEWER MH RIM EL 584.61 INV. EL 564.09
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INLET RIM EL 581.87 INV. EL 579.52
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12" RCP
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INLET RIM EL 581.55 INV. EL 579.40
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18" CMP FL. EL 579.00
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18" CMP
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SIDEWALK
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GRVL. ALONG FENCE LINE
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ASPH. PATH
AutoCAD SHX Text 16"
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12" RCP FL. EL (NOT LOCATED)
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6" PVC FL. EL 584.84
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6" PVC FL. EL 584.79
AutoCAD SHX Text 12x12 ELECT.VAULT
AutoCAD SHX Text 12x12 ELECT.VAULTS
AutoCAD SHX Text 12x12 ELECT.VAULT
AutoCAD SHX Text 24x24 COMM. VAULT
AutoCAD SHX Text 28x28 ELEC.VAULT
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TRAFFIC VAULT
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TRAFFIC VAULT
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24"H POST
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KEY PAD
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ELEC. PANEL
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LIGHTPOLE W/ CAMERA
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WWW.ARCHITURACORP.COM
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PROJECT NAME
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CHECKED BY:
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DRAWING BY:
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COMMISSION:
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DATE:
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SHEET TITLE
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SHEET NUMBER
AutoCAD SHX Text C
AutoCAD SHX Text
SIGNATURE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text THIS DRAWING AND ALL INFORMATION ON IT IS THE PROPERTY OF ARCHITURA CORPORATION. IT IS CONFIDENTIAL AND ITS SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. THIS DRAWING NOR ANY PART OF IT NOR ANY INFORMATION CONCERNING IT MAY BE COPIED, EXHIBITED, REPRODUCED OR FURNISHED TO OTHERS NOR MAY PHOTOGRAPHS BE MADE OF ANY ARTICLE FABRICATED OR ASSEMBLED FROM THIS DRAWING WITHOUT WRITTEN CONSENT OF ARCHITURA CORPORATION. COPYRIGHT 2017 ARCHITURA CORPORATION
AutoCAD SHX Text
SUITE 1212
AutoCAD SHX Text 46204 - 2910
AutoCAD SHX Text
55 MONUMENT CIRCLE
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FAX : 317-951-1213
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PH : 317-348-1000
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INDIANAPOLIS, INDIANA
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MARK
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REVISIONS
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DATE
AutoCAD SHX Text
DESCRIPTION
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100%%% DESIGN
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JEO
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MDW
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REPAIR BACK
AutoCAD SHX Text
GATE DESIGN
AutoCAD SHX Text
183 WING, CAPITAL AIRPORT
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SPRINGFIELD, ILLINOIS 62707
AutoCAD SHX Text 11/10/2017
AutoCAD SHX Text No.
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STATE OF
AutoCAD SHX Text 11200239
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10 NOVEMBER 2017
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UNDERGROUND ELECTRIC LINE
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GAS LINE
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UGE
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SANITARY SEWER LINE
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SS
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UNDERGROUND FIBER OPTIC LINE
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FO
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SANITARY MANHOLE
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WATER VALVE
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DENOTES SET PK NAIL
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SEWER CLEANOUT
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LIGHT
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TRAFFIC SIGNAL ARM
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UTILITY VAULT
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SIGN
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FENCE POST
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DECIDUOUS TREE
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GATE POST
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STORM SEWER
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TELEPHONE MH
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ELECTRIC MH
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DENOTES BENCHMARK
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GAS VALVE
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EVERGREEN TREE
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WATER LINE
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DENOTES FOUND R.O.W. MARKER
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TRAFFIC SIGNAL CONTROLER
AutoCAD SHX Text EXISTING CURB TO BE REMOVED EXISTING FENCE TO BE REMOVED CONCRETE AND BASE TO BE REMOVED
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1. EXISTING CONCRETE CURB TO BE REMOVED. EXISTING CONCRETE CURB TO BE REMOVED. 2. EXISTING FENCE AND FENCE POST TO BE REMOVED AND EXISTING FENCE AND FENCE POST TO BE REMOVED AND RELOCATED. 3. REMOVE AND RETURN EXISTING BARRICADES TO OWNER. REMOVE AND RETURN EXISTING BARRICADES TO OWNER. 4. EXISTING SLIDE GATE TO BE REMOVED AND REPLACED. EXISTING SLIDE GATE TO BE REMOVED AND REPLACED. CONTRACTOR TO PROVIDE TEMPORARY SECURITY FENCING WHEN GATE IS REMOVED. 5. EXISTING ADA RAMP TO BE REMOVEDEXISTING ADA RAMP TO BE REMOVED
AutoCAD SHX Text HORIZONTAL DATUM: ILLINOIS STATE PLANE COORDINATES WEST ZONE NAD83 VERTICAL DATUM: NAVD 88 BM #1 CHISELED SQUARE AT NORTH CORNER OF CONCRETE PAS OF PEDESTRIAN TURN STYLE ELEV: 584.81 CONTROL POINT #1 N: 1159282.397 E: 2437537.848 ELEV: 583.35 CONTROL POINT #2 N: 1159440.210 1159440.210 E: 2437533.825 2437533.825 ELEV: 584.19
AutoCAD SHX Text GENERAL NOTES: : 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS.
AutoCAD SHX Text !! CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UTILITIES SHOWN UTILITIES SHOWN SHOWN SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE GROUND EVIDENCE GROUND EVIDENCE EVIDENCE EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks manholes, inlets, valves, and marks manholes, inlets, valves, and marks inlets, valves, and marks inlets, valves, and marks valves, and marks valves, and marks and marks and marks marks marks made upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN ARE SPECULATIVE IN ARE SPECULATIVE IN SPECULATIVE IN SPECULATIVE IN IN IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND EXISTING UNDERGROUND EXISTING UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR GROUND EVIDENCE OR GROUND EVIDENCE OR EVIDENCE OR EVIDENCE OR OR OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE WAS OBSERVED. THE WAS OBSERVED. THE OBSERVED. THE OBSERVED. THE THE THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES UNDERGROUND UTILITIES UNDERGROUND UTILITIES UTILITIES UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL TO ANY AND ALL TO ANY AND ALL ANY AND ALL ANY AND ALL AND ALL AND ALL ALL ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-892-0123
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NOTES: : 1. SURVEY PROVIDED BY CRAWFORD, MURPHY AND TILLY SURVEY PROVIDED BY CRAWFORD, MURPHY AND TILLY ENGINEERS AND CONSULTANTS, DATED SEPTEMBER 2017.
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7260 Shadeland Station | Indianapolis, Indiana 46256
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
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D r a w i n g s C i v i l C o n s t r u c t i o n
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2750 W. Washington Street | Springfield, Illinois 62702
TEL 217.787.8050 | FAX 217.787.4183
www.cmtengr.com
EXISTING LEGEND
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PLAN
KEYNOTES
GRADING LEGEND
SITE LEGEND
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CURB INLET RIM EL 582.93 INV. EL 579.86
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METAL BUILDING
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HACKMORE DR.
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ASPH. PATH
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ROUTE 29
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ASPH. PATH
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CONC.
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RIP RAP
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GRVL.
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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ASPH.
AutoCAD SHX Text 74'W x 6.45'H ROLLING GATE
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TURF
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TURF
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TURN STILE GATE
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GRVL. ALONG FENCE LINE
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DITCH
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DITCH
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GATE
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BM #1
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TURF
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TURF
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TURF
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GRVL. ALONG FENCE LINE
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10" CMP FL. EL 579.41
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INLET RIM EL 587.27 INV. EL 584.72
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18" CMP FL. EL 580.86
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SEWER MH RIM EL 584.61 INV. EL 564.09
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INLET RIM EL 581.87 INV. EL 579.52
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12" RCP
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INLET RIM EL 581.55 INV. EL 579.40
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18" CMP FL. EL 579.00
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18" CMP
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SIDEWALK
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GRVL. ALONG FENCE LINE
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ASPH. PATH
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12" RCP FL. EL (NOT LOCATED)
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6" PVC FL. EL 584.84
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6" PVC FL. EL 584.79
AutoCAD SHX Text 12x12 ELECT.VAULT
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AutoCAD SHX Text 24x24 COMM. VAULT
AutoCAD SHX Text 28x28 ELEC.VAULT
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TRAFFIC VAULT
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TRAFFIC VAULT
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KEY PAD
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ELEC. PANEL
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LIGHTPOLE W/ CAMERA
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WWW.ARCHITURACORP.COM
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PROJECT NAME
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CHECKED BY:
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DRAWING BY:
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COMMISSION:
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DATE:
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SHEET TITLE
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SHEET NUMBER
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SIGNATURE
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SEAL
AutoCAD SHX Text THIS DRAWING AND ALL INFORMATION ON IT IS THE PROPERTY OF ARCHITURA CORPORATION. IT IS CONFIDENTIAL AND ITS SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. THIS DRAWING NOR ANY PART OF IT NOR ANY INFORMATION CONCERNING IT MAY BE COPIED, EXHIBITED, REPRODUCED OR FURNISHED TO OTHERS NOR MAY PHOTOGRAPHS BE MADE OF ANY ARTICLE FABRICATED OR ASSEMBLED FROM THIS DRAWING WITHOUT WRITTEN CONSENT OF ARCHITURA CORPORATION. COPYRIGHT 2017 ARCHITURA CORPORATION
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SUITE 1212
AutoCAD SHX Text 46204 - 2910
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55 MONUMENT CIRCLE
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FAX : 317-951-1213
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PH : 317-348-1000
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INDIANAPOLIS, INDIANA
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MARK
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REVISIONS
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DATE
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DESCRIPTION
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100%%% DESIGN
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JEO
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MDW
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REPAIR BACK
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GATE DESIGN
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183 WING, CAPITAL AIRPORT
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SPRINGFIELD, ILLINOIS 62707
AutoCAD SHX Text 11/10/2017
AutoCAD SHX Text No.
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STATE OF
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10 NOVEMBER 2017
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UNDERGROUND ELECTRIC LINE
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GAS LINE
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UGE
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SANITARY SEWER LINE
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UNDERGROUND FIBER OPTIC LINE
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SANITARY MANHOLE
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WATER VALVE
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DENOTES SET PK NAIL
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SEWER CLEANOUT
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LIGHT
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TRAFFIC SIGNAL ARM
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UTILITY VAULT
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SIGN
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FENCE POST
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DECIDUOUS TREE
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GATE POST
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STORM SEWER
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TELEPHONE MH
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ELECTRIC MH
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DENOTES BENCHMARK
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GAS VALVE
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EVERGREEN TREE
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WATER LINE
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DENOTES FOUND R.O.W. MARKER
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TRAFFIC SIGNAL CONTROLER
AutoCAD SHX Text GENERAL NOTES: : 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS.
AutoCAD SHX Text !! CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UTILITIES SHOWN UTILITIES SHOWN SHOWN SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE GROUND EVIDENCE GROUND EVIDENCE EVIDENCE EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks manholes, inlets, valves, and marks manholes, inlets, valves, and marks inlets, valves, and marks inlets, valves, and marks valves, and marks valves, and marks and marks and marks marks marks made upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN ARE SPECULATIVE IN ARE SPECULATIVE IN SPECULATIVE IN SPECULATIVE IN IN IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND EXISTING UNDERGROUND EXISTING UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR GROUND EVIDENCE OR GROUND EVIDENCE OR EVIDENCE OR EVIDENCE OR OR OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE WAS OBSERVED. THE WAS OBSERVED. THE OBSERVED. THE OBSERVED. THE THE THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES UNDERGROUND UTILITIES UNDERGROUND UTILITIES UTILITIES UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL TO ANY AND ALL TO ANY AND ALL ANY AND ALL ANY AND ALL AND ALL AND ALL ALL ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-892-0123
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1. RELOCATED CHAINLINK FENCE, GATE AND POST. GATE RELOCATED CHAINLINK FENCE, GATE AND POST. GATE TO BE PLACED AT THE TOP OF THE EXISTING CURB RAMP. CONTRACTOR TO MINIMIZE THE GAP BETWEEN THE BOTTOM OF FENCE AND PAVEMENT BUT STILL ALLOW FOR FULL OPENING WITHOUT INTERFERENCE. 2. CONTRACTOR TO REPLACE EXISTING SLIDE GATE TO CONTRACTOR TO REPLACE EXISTING SLIDE GATE TO ELIMINATE THE GAP BETWEEN THE BOTTOM OF FENCE AND PAVEMENT. NEW SLIDE GATE TO ALIGN WITH EXISTING POLES. 3. CONTRACTOR TO PROVIDE CONCRETE CHANNEL FOR NEW CONTRACTOR TO PROVIDE CONCRETE CHANNEL FOR NEW SLIDING GATE. CHANNEL TO BE SLOPED TOWARDS PAVEMENT TO PREVENT PONDING OF WATER WITHIN THE CHANNEL. CONTRACTOR TO FIELD VERIFY CHANNEL LENGTH AND WIDTH TO ENSURE IT ALIGNS WITH SLIDING GATE. 4. CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER 5. CURB TAPER CURB TAPER 6. PROVIDE DETECTABLE WARNING DEVICE AT THE BOTTOM PROVIDE DETECTABLE WARNING DEVICE AT THE BOTTOM OF THE CONCRETE SIDEWALK. 7. 24" CONCRETE GUTTER24" CONCRETE GUTTER
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MATCH EXISTING FLOWLINE BOTTOM OF CURB TOP OF CURB CONTOURS SPOT ELEVATIONS
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ME FL BC TC
CONCRETE PAVEMENT
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7260 Shadeland Station | Indianapolis, Indiana 46256
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
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www.cmtengr.com
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EROSION CONTROL LEGEND
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CURB INLET RIM EL 582.93 INV. EL 579.86
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METAL BUILDING
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HACKMORE DR.
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ASPH. PATH
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ROUTE 29
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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ASPH. PATH
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CONC.
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RIP RAP
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GRVL.
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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ASPH.
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TURF
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TURF
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TURN STILE GATE
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GRVL. ALONG FENCE LINE
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DITCH
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DITCH
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GATE
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BM #1
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TURF
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TURF
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TURF
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GRVL. ALONG FENCE LINE
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10" CMP FL. EL 579.41
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INLET RIM EL 587.27 INV. EL 584.72
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18" CMP FL. EL 580.86
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SEWER MH RIM EL 584.61 INV. EL 564.09
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INLET RIM EL 581.87 INV. EL 579.52
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12" RCP
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INLET RIM EL 581.55 INV. EL 579.40
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18" CMP FL. EL 579.00
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18" CMP
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SIDEWALK
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CHAINLINK FENCE 6FT - 9IN HIGH WITH 3 ROWS BARB WIRE
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GRVL. ALONG FENCE LINE
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12" RCP FL. EL (NOT LOCATED)
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6" PVC FL. EL 584.84
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6" PVC FL. EL 584.79
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TRAFFIC VAULT
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TRAFFIC VAULT
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KEY PAD
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ELEC. PANEL
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LIGHTPOLE W/ CAMERA
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WWW.ARCHITURACORP.COM
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PROJECT NAME
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CHECKED BY:
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DRAWING BY:
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COMMISSION:
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DATE:
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SHEET TITLE
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SHEET NUMBER
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SIGNATURE
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SEAL
AutoCAD SHX Text THIS DRAWING AND ALL INFORMATION ON IT IS THE PROPERTY OF ARCHITURA CORPORATION. IT IS CONFIDENTIAL AND ITS SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. THIS DRAWING NOR ANY PART OF IT NOR ANY INFORMATION CONCERNING IT MAY BE COPIED, EXHIBITED, REPRODUCED OR FURNISHED TO OTHERS NOR MAY PHOTOGRAPHS BE MADE OF ANY ARTICLE FABRICATED OR ASSEMBLED FROM THIS DRAWING WITHOUT WRITTEN CONSENT OF ARCHITURA CORPORATION. COPYRIGHT 2017 ARCHITURA CORPORATION
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SUITE 1212
AutoCAD SHX Text 46204 - 2910
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55 MONUMENT CIRCLE
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FAX : 317-951-1213
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PH : 317-348-1000
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INDIANAPOLIS, INDIANA
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MARK
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REVISIONS
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DATE
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DESCRIPTION
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100%%% DESIGN
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JEO
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MDW
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REPAIR BACK
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GATE DESIGN
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183 WING, CAPITAL AIRPORT
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SPRINGFIELD, ILLINOIS 62707
AutoCAD SHX Text 11/10/2017
AutoCAD SHX Text No.
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STATE OF
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10 NOVEMBER 2017
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UNDERGROUND ELECTRIC LINE
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GAS LINE
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UGE
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SANITARY SEWER LINE
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UNDERGROUND FIBER OPTIC LINE
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FO
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SANITARY MANHOLE
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WATER VALVE
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DENOTES SET PK NAIL
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SEWER CLEANOUT
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LIGHT
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TRAFFIC SIGNAL ARM
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UTILITY VAULT
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SIGN
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FENCE POST
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DECIDUOUS TREE
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GATE POST
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STORM SEWER
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TELEPHONE MH
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ELECTRIC MH
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DENOTES BENCHMARK
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GAS VALVE
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EVERGREEN TREE
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WATER LINE
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DENOTES FOUND R.O.W. MARKER
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TRAFFIC SIGNAL CONTROLER
AutoCAD SHX Text GENERAL NOTES: : 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS.
AutoCAD SHX Text !! CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UTILITIES SHOWN UTILITIES SHOWN SHOWN SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE GROUND EVIDENCE GROUND EVIDENCE EVIDENCE EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks manholes, inlets, valves, and marks manholes, inlets, valves, and marks inlets, valves, and marks inlets, valves, and marks valves, and marks valves, and marks and marks and marks marks marks made upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN ARE SPECULATIVE IN ARE SPECULATIVE IN SPECULATIVE IN SPECULATIVE IN IN IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND EXISTING UNDERGROUND EXISTING UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR GROUND EVIDENCE OR GROUND EVIDENCE OR EVIDENCE OR EVIDENCE OR OR OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE WAS OBSERVED. THE WAS OBSERVED. THE OBSERVED. THE OBSERVED. THE THE THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES UNDERGROUND UTILITIES UNDERGROUND UTILITIES UTILITIES UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL TO ANY AND ALL TO ANY AND ALL ANY AND ALL ANY AND ALL AND ALL AND ALL ALL ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-892-0123
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CONSTRUCTION LIMITS AREA SUBJECT TO TEMPORARY SEEDING DURING CONSTRUCTION AND PERMANENT SEEDING AFTER CONSTRUCTION IS COMPLETE EROSION CONTROL BLANKET DUMPSTER / RECYCLING AREA / CONCRETE WASHOUT
7260 Shadeland Station | Indianapolis, Indiana 46256
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
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2750 W. Washington Street | Springfield, Illinois 62702
TEL 217.787.8050 | FAX 217.787.4183
www.cmtengr.com
C600
SITE DETAILS
AutoCAD SHX Text SEEDING SPECIFICATIONS SEEDBED PREPARATION GRADE AND APPLY SOIL AMENDMENTS. SEEDING FREQUENCY SEED FINAL GRADED AREAS DAILY WHILE SOIL IS STILL LOOSE AND MOIST. DENSITY OF VEGETATIVE COVER NINETY PERCENT OR GREATER OVER THE SOIL SURFACE. MATERIALS SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. CONSIDER THE USE OF REDUCED PHOSPHOROUS APPLICATION WHERE SOIL TESTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN THE SOIL PROFILE. SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE BASIS OF SOIL TYPE, SOIL pH, REGION OF THE STATE, TIME OF YEAR, AND INTENDED LAND USE OF THE AREA TO BE SEEDED (SEE TABLE 1). MULCH - STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN MOISTURE, AND ENCOURAGE PLANT GROWTH). ANCHORED TO PREVENT REMOVAL BY WIND OR WATER OR COVERED WITH PREMANUFACTURED EROSION CONTROL BLANKETS. SEEDING APPLICATIONS SITE PREPARATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL pH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING, THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS. SEEDING MAINTENANCE INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. CHECK FOR EROSION OR MOVEMENT OF MULCH. REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL pH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE-HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER.
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MULCH SPECIFICATIONS MATERIALS
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STRAW OR HAY
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TABLE 1. SLOPE STEEPNESS RESTRICTIONS
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MATERIAL*
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2 TONS
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1 TON
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RATE PER ACRE
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COMMENTS
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WOOD FIBER OR CELLULOSE
AutoCAD SHX Text SHOULD BE DRY, FREE OF UNDESIRABLE SEEDS. SPREAD BY HAND OR MACHINE. MUST BE CRIMPED OR ANCHORED (SEE TABLE 2).
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APPLY WITH A HYDRAULIC MULCH MACHINE AND USE WITH TACKING AGENT.
AutoCAD SHX Text *MULCHING IS NOT RECOMMENDED IN CONCENTRATED FLOWS. CONSIDER EROSION CONTROL BLANKETS OR OTHER STABILIZATION METHODS.
AutoCAD SHX Text COVERAGE THE MULCH SHOULD HAVE A UNIFORM DENSITY OF AT LEAST 75 PERCENT OVER THE SOIL SURFACE. ANCHORING
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TABLE 2. MULCH ANCHORING METHODS
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ANCHORING METHOD*
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HOW TO APPLY
AutoCAD SHX Text CRIMP OR PUNCH THE STRAW OR HAY TWO TO FOUR INCHES INTO THE SOIL. OPERATE MACHINERY ON THE CONTOUR OF THE SLOPE.
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OPERATE DOZER UP AND DOWN SLOPE TO PREVENT FORMATION OF RILLS BY DOZER CLEATS.
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