Alert Trailer demo Plan.pdf
PDF 539 KB Posted
- Attached to
- Demo Alert Trailers
- Solicitation number
- W50S7125QA001
- Issued by
-
Department of the Army National Guard
About this file
The document is a demolition plan for Alert Trailers located at the Iowa Air National Guard Base at Des Moines International Airport. The detailed site plan (sheets D-1 and S-1) outlines comprehensive demolition activities, including removing a trailer, deck, stairs, AC unit, equipment pad, and various utility infrastructure such as gas lines, water lines, hydrants, sanitary lines, and a retaining wall. The plan specifies technical details like saw-cutting pavement, protecting existing pavements, and disconnecting electrical lines. Additional site modifications include installing a new fire hydrant and valve, with an approximate area designated for fill. The project is scheduled for 8/22/2024, drawn by SJS, and covers the site located at 3100 McKinley Avenue in Des Moines, Iowa. Technical details include specific elevation markings and utility connection specifications, with a general note emphasizing the contractor's responsibility to verify existing utility locations and repair any damage at their own expense.
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Other files
| File | Type | Posted |
|---|---|---|
| DSM Access Request.pdf | ||
| PWS_FFAN212316_Demo Alert Trailers.docx | DOCX document | |
| ia81.txt | TXT text file | |
| Solicitation - W50S7125QA001.pdf |
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Text version
BLDG 316
COM COM COM COM COM
6-W
TR
6-W
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6-W
TR
6-W
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GAS
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6-W
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STORM
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Sheet:
Project Number:
D at e:
D ra w in g B y:
A pp ro ve d:
R ev is ed
P r o j e c t
T i t l e
S h e e t
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D-1
GENERAL NOTE:
· VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY
DAMAGE TO UTILITIES DUE TO CONSTRUCTION SHALL BE REPAIRED AT THE
CONTRACTORS EXPENSE TO THE OWNER'S SPECIFICATIONS.
DEMO NOTES:
1. PROTECT EXISTING PAVEMENTS TO REMAIN. ANY DAMAGE TO PAVEMENT DUE
TO CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE TO
THE OWNER'S SPECIFICATIONS.
2. REMOVE PAVEMENT AS NECESSARY IN LOCATIONS SHOWN. SAW-CUT AT
TERMINATION TO FULL DEPTH ALL EXISTING PAVEMENT WHICH CONNECTS TO
PROPOSED PAVEMENT.
3. DEMO TRAILER INCLUDING ANY FOUNDATION
4. DEMO DECK INCLUDING ANY FOUNDATION
5. DEMO STAIR INCLUDING ANY FOOTING
6. DEMO AC UNIT AND EQUIPMENT PAD
7. COMPLETELY DEMO GAS LINE TO EXISTING MAIN REMOVE TEE AND PATCH LINE
8. COMPLETELY DEMO WATER LINE TO EXISTING MAIN
9. DEMO HYDRANT AND VALVE
10. COMPLETELY DEMO SANITARY LINE TO EXISTING LIFT STATION
11. RETAINING WALL TO BE REMOVED AND TUNED OVER TO OWNER
12. ELECTRIC LINE TO BE DISCONNECTED BY OWNER
10 7
BLDG 316
COM COM COM COM COM
6-W
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GAS
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GAS
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6-W
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STORM
STORM
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STORM
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STORM
STORM
STORM
STORM
STORM
E L
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ELE
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Sheet:
Project Number:
D at e:
D ra w in g B y:
A pp ro ve d:
R ev is ed
P r o j e c t
T i t l e
S h e e t
T i t l e
I O
W
T
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N A
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U A
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B
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P O
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M c K
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8/
/2
S-1
NEW FIRE HYDRANT
NEW VALVE
GENERAL NOTES:
A. UTILITY WARNING:
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER
DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY
COMPANIES DURING CONSTRUCTION.
C. GRADING TO PROVIDE POSITIVE DRAINAGE TO STORM DRAIN
D. TOP ALL DISTURBED AREAS WITH 2" OF COMPOST PER IDOT SP-150735
E. PROVIDE PERMANENT LAWN SEEDING MIX IN ALL AREAS DISTURBED BY CONSTRUCTION, UNLESS NOTED OTHERWISE.
APPROXIMATE AREA OF
FILL
6"
6"
12" PREPARED SUBGRADE
2-6" LIFTS (SCARIFY & COMPACT TO
95% STD. PROCTOR DENSITY)
5" PCC SIDEWALK
EXISTING PAVEMENT
FULL DEPTH SAWCUT VERTICAL EDGE
SEE JOINTING PLAN
SCALE:
TYPICAL PCC PAVEMENT SECTION
NTS
5" PCC SIDEWALK SEE (DETAIL 1)
SAW CUT @ 4.83' OC. (DETAIL 2)
TIE TO EXISTING SIDEWALK (DETAIL 3)
SCALE:
TYPICAL SAW CUT DETAIL
NTS
SCALE:
TIE BAR PLACEMENT
NTS
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
JOINT SEALANT
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text
SAW CUT
AutoCAD SHX Text
JOINT LINE
AutoCAD SHX Text T/2
AutoCAD SHX Text L
AutoCAD SHX Text L/2
AutoCAD SHX Text T
AutoCAD SHX Text 1/4"(6.4mm)%%P1/16"(1.6mm) SAW CUT
AutoCAD SHX Text 1-1/4"(31.8mm)%%P1/4"(6.4mm)
AutoCAD SHX Text 18"(457.2mm) LONG DOWEL
AutoCAD SHX Text AT 12"(304.8mm) CENTERS
| Sheets and Views |
| demo Plan-D-1 |
| demo Plan-s-1 |
File details come from the government source that posted it. Updated .