S06 - CE100 Rev 1.pdf
PDF 1 MB Posted
- Attached to
- Y1DZ--Replace Electrical-Building 19 607-19-107 Federal contract opportunity
- Solicitation number
- 36C25220B0026
About this file
This document includes an existing conditions site plan drawing and general notes for a federal construction project, as well as a presolicitation notice for an electrical replacement project.
The site plan drawing depicts existing site features and utilities for the William S. Middleton Memorial Veterans Hospital in Madison, WI. The presolicitation notice is for Project 607-19-107 to replace the electrical systems in Building 18 at the hospital. The project scope includes construction of a new 1,089 square foot building, along with general construction, site work, utilities and all mechanical, electrical and fire protection systems. The solicitation will be issued on or about August 19, 2020, with bid opening on or about September 18, 2020. The project value is estimated between $2-5 million. The NAICS code is 236220 with a $39.5 million size standard. The contract has a 425-day period of performance. The opportunity is set aside for Service-Disabled Veteran-Owned Small Businesses.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C25220B0026 0005.docx | DOCX document | |
| S06 - SF 1442 - Revised 10-7-20.pdf | ||
| 36C25220B0026 0004.docx | DOCX document | |
| S06 - SF 1442 - Revised.pdf | ||
| S06 - Spec Section 23 81 00.pdf | ||
| 36C25220B0026 0003.docx | DOCX document | |
| S06 - Electrical Power Dist Sys - Reference Drawing Only.pdf | ||
| S06 - Wage Determination.pdf | ||
| 36C25220B0026 0002.docx | DOCX document | |
| S06 - Bid Schedule.pdf | ||
| S06 - 19244 VA Hospital Building 18 - Geotech.pdf | ||
| 36C25220B0026 0001.docx | DOCX document | |
| S06 - Pre-Bid Attendance List.pdf | ||
| S06 - ES100 rev 1.pdf | ||
| S06 - SF 1442.pdf | ||
| S02 - 607-19-107 Drawings VOL1.pdf | ||
| S02 - 607-19-107 Drawings VOL 2B.pdf | ||
| S02 - Specifications Volume 1.pdf | ||
| 36C25220B0026_1.docx | DOCX document | |
| P07 - Wage Determination.pdf | ||
| S02 - Specifications Volume 2.pdf | ||
| S02 - 607-19-107 Drawings VOL 2A.pdf | ||
| S02 - 607-19-107 Drawings VOL 2C.pdf |
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Text version
EXISTING CONDITIONS
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
POC: Aslam Husain
William S. Middleton, Madison, WI
607-19-107 Building Number
Project Director
Revisions: Date:
9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321
Electrical:
1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717
11.4.19
100% CONSTRUCTION DOCUMENTS 11.4.2019
REPLACE ELECTRICAL BUILDING 18
B B
C
N
A
G
SCALE: 1" = 10'-0"
EXISTING CONDITIONS - SITE PLAN
Revision 1 - ADDING DESIGNATED AREAS FOR LAYDOWN AND LOADING 9.16.2020
“ACCOMPANYING AMENDMENT 36C25220B0026 – 0001”
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FFE DOCK CON
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FFE
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BM SE BOLT
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BM TOP BLDG
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CB-2
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STM-1
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CB-1
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SAN-1
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SAN-2
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MHT UFO
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BM NW BOLT
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10 PARKING SPACES
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6 PARKING SPACES
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8 PARKING SPACES
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3 PARKING SPACES
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9 PARKING SPACES
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4 PARKING SPACES
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EXPANSION LOOP D-8 8" HPS 4" HPC
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EXPANSION LOOP 8-D 8" HPS 4" HPC
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A/C UNIT
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REFRIGERANT (7/8" RL, 1 1/8" RHG) ELECTRICAL NATURAL GAS ABOVE CONCRETE SLAB
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VENTS OR AIR INTAKES
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ELECTRICAL/FIBER ABOVE PIT
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NATURAL GAS ABOVE PIT
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ELECTRICAL ABOVE PIT
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A/C UNIT
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EX. UPS BUILDING
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LAUNDRY LOADING DOCK
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CONCRETE SURFACE
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SANITARY SEWER
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UNDERGROUND TELEPHONE
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UNDERGROUND ELECTRICAL POWER
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INTERMEDIATE CONTOUR
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WATER OR GAS VALVE
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CAST INLET
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STREET LIGHT POLE
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UTILITY/ELECTRICAL MANHOLE
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BENCH MARK LOCATION & NUMBER
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CONTROL MONUMENT LOCATION & NUMBER
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INDEX CONTOUR
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NATURAL GAS
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FENCE
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STORM SEWER
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WATER LINE
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BUILDINGS
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SPOT ELEVATION
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FIRE HYDRANT
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BITUMINOUS ASPHALT PAVEMENT
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UNDERGROUND FIBER OPTIC
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AND HPC=HIGH PRESSURE CONDENSATE)
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JK
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KEY PLAN
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1. FIELDWORK PERFORMED BY JSD PROFESSIONAL SERVICES INC ON FIELDWORK PERFORMED BY JSD PROFESSIONAL SERVICES INC ON MARCH 4 AND 14, 2019. 2. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1888 (NAVD88). BENCHMARK IS THE SE BOLT OF A LIGHT POLE IN THE PARKING LOT. ELEVATION = 905.29' 3. CONTOUR INTERVAL= 1 FOOT. CONTOUR INTERVAL= 1 FOOT. 4. SPOT ELEVATIONS IN CURBED AREAS REFERENCE THE PAVEMENT SPOT ELEVATIONS IN CURBED AREAS REFERENCE THE PAVEMENT EDGE ELEVATIONS. 5. SUBSURFACE UTILITIES AND FEATURES SHOWN ON THIS MAP HAVE SUBSURFACE UTILITIES AND FEATURES SHOWN ON THIS MAP HAVE BEEN APPROXIMATED BY LOCATING SURFICIAL FEATURES AND APPURTENANCES, LOCATING DIGGERS HOTLINE FIELD MARKINGS AND BY REFERENCE TO UTILITY RECORDS AND MAPS_ DIGGER'S HOTLINE TICKET Na_ 20190903428, WITH A CLEAR DATE OF MARCH 5, 2019. . 6. BELOW-GROUND UTILITIES HAVE BEEN LOCATED AS MARKED OUT BELOW-GROUND UTILITIES HAVE BEEN LOCATED AS MARKED OUT BY OTHERS AND BASED ON EXISTING REFERENCE MATERIAL KNOWN AT THE TIME OF DESIGN. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. IDENTIFICATION AND DEPTHS WOULD NEED TO BE VERIFIED. 7. SITE PLAN RECORDS WERE REQUESTED FROM THE VETERANS SITE PLAN RECORDS WERE REQUESTED FROM THE VETERANS HOSPITAL, SEWERS, SANITARY & STORM PLAN, ELECTRICAL SECONDARY FEEDER DISTB. SYSTEM & DETAILS AND DUCTS, TELEPHONE & ELECTRICAL PLAN WERE SUPPLIED. 8. SUBSURFACE UTILITIES AND FEATURES SHOWN ON THIS MAP HAVE SUBSURFACE UTILITIES AND FEATURES SHOWN ON THIS MAP HAVE BEEN APPROXIMATED BY LOCATING SURFACE FEATURES AND APPURTENANCES, LOCATING DIGGERS HOTLINE FIELD MARKINGS AND BY REFERENCE TO UTILITY RECORDS AND MAPS. 9. GENERAL CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY GENERAL CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY LOCATORS FOR GAS, TELEPHONE, ELECTRICAL, STEAM, PLUMBING AND ANY UNDERGROUND UTILITY LOCATIONS THAT MAY NOT BE DEPICTED OR IDENTIFIED ON THIS AND OTHER DOCUMENTS IN THIS SET. 10. UTILITY COMPANIES CONTACTED THRU DIGGERS HOTLINE: UTILITY COMPANIES CONTACTED THRU DIGGERS HOTLINE: CITY OF MADISON ENGINEERING VILLAGE OF SHOREWOOD HILLS VILLAGE OF SHOREWOOD HILLS MGE (ELECTRIC AND GAS) UNIVERSITY OF WISCONSIN PHYSICAL UNIVERSITY OF WISCONSIN PHYSICAL CHARTER COMMUNICATIONS PLANT PLANT TDS METROCOM AT&T DISTRIBUTION MCI MCI CENTURYLINK MADISON METROPOLITAN SEWERAGE MADISON METROPOLITAN SEWERAGE DISTRICT TDS TELECOM WISCONSIN DEPARTMENT OF WISCONSIN DEPARTMENT OF AMERICAN TRANSMISSION TRANSPORTATION ITS EQUIPMENT TRANSPORTATION ITS EQUIPMENT 11. LOCATION OF WATER MAIN, STORM SEWER, SANITARY SEWER, LOCATION OF WATER MAIN, STORM SEWER, SANITARY SEWER, ELECTRIC, GAS AND TELECOMMUNICATION FACILITIES IS BASED ON CITY OF MADISON UTILITY RECORDS AND DIGGERS HOTLINE FIELD MARKINGS. BEFORE EXCAVATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXACT LOCATION OF UNDERGROUND EXACT LOCATION OF UNDERGROUND UTILITIES BY CALLING THE APPROPRIATE COMPANIES WITHIN 72 BY CALLING THE APPROPRIATE COMPANIES WITHIN 72 HOURS ADVANCE NOTICE OF ANY DIGGING. CONTACT DIGGERS CONTACT DIGGERS HOTLINE, AT 1.800.242.8511. JSD PROFESSIONAL SERVICES, INC. JSD PROFESSIONAL SERVICES, INC. DOES NOT GUARANTEE THAT THE BENCHMARK ELEVATIONS LISTED ON THIS MAP HAVE NOT BEEN DISTURBED SINCE THE DATE OF THIS SURVEY AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION ACTIVITIES 12. ALL PROPER SOIL & EROSION CONTROL MEASURES ARE TO BE ALL PROPER SOIL & EROSION CONTROL MEASURES ARE TO BE FOLLOWED AS PER PLAN. IF S & E CONTROLS ARE IN THE WAY, THEY MAY BE MOVED, (ONLY IN CLEAR WEATHER), AND THEN REPLACED BACK PROPERLY AS SOON AS POSSIBLE OR BEFORE LEAVING THE WORK SITE. 13. EXCAVATION METHODS AND MEANS SHALL BE PER OSHA AND EXCAVATION METHODS AND MEANS SHALL BE PER OSHA AND LOCAL PERMITS AND WOULD INCLUDE ADHERENCE TO CLEARANCES, SHORING AND OTHER PERMISSIONS. EXCAVATED AREA SHALL BE PROTECTED FROM ANY ACCUMULATION OF WATER EITHER FROM GROUNDWATER OR RAIN BY APPROPRIATE MEASURES INCLUDING COVERAGE AND DEWATERING. 14. TO PREVENT ANY DAMAGE TO ADJOINING STRUCTURES, EXCAVATION TO PREVENT ANY DAMAGE TO ADJOINING STRUCTURES, EXCAVATION SHALL BE PLANNED AND OF LIMITED DURATION. EXCAVATIONS SHALL NOT PROCEED UNTIL ALL THE PERMITS, MATERIALS OF CONSTRUCTION, EQUIPMENT, SHORING AND OTHER PROVISIONS ARE COMPLETE. 15. FOR EXCAVATION WORK CLOSE TO WALL ON THE EAST SIDE OF FOR EXCAVATION WORK CLOSE TO WALL ON THE EAST SIDE OF TUNNEL STAIR AND NORTH SIDE OF G WING BLDG 13 FOUNDATIONS, ADDITIONAL SAFETY AND SHORING MEAN AND METHODS WOULD BE DEPLOYED BY CONTRACTOR AS REQUIRED FOR PROPER CLEARANCES.
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GENERAL NOTES:
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DS
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*JSD DOES NOT GUARANTEE THE BENCHMARK ELEVATIONS LISTED ON THIS
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MAP ARE ACCURATE AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION
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ACTIVTIES.
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CE100
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LAYDOWN AND LOADING AREAS
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CLOUD LEGEND
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CONSTRUCTION FENCE SHOWN ON DRAWING CD100
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