C-306-(A) - 6-20-24.pdf
PDF 624 KB Posted
- Attached to
- Replace Water Distribution System
- Solicitation number
- 6100061255
- Issued by
- Lebanon County, Pennsylvania
About this file
This document is an Erosion and Sedimentation (E&S) Site Restoration Plan for the Commonwealth of Pennsylvania, Department of Military and Veterans Affairs, Bureau of Military Construction and Engineering, related to a replacement and repair of a water distribution system at Fort Indiantown Gap in Annville, Lebanon County, Pennsylvania.
The project generally consists of the installation of approximately 11,283 linear feet of new 10-inch and 6-inch waterlines, fire hydrants, valves, and tie-ins, with an estimated construction cost range of $1,500,001.00 to $2,000,000.00. The project has a mandatory pre-bid conference on June 6, 2024, and bids are due on June 26, 2024. Liquidated damages are set at $500.00 per day. Bids will only be accepted electronically through the Pennsylvania Supplier Portal.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| FTIG Map 2017.pdf | ||
| Pages from 42110341_Replace Water DistroSystem-FIG_DWGS_Descoped Work as of 03JUL24.pdf | ||
| Pre-bid sign in.pdf | ||
| 42110341_Replace Water DistroSystem-FIG_SPECS.pdf | ||
| Attachment_03_FTIG_Traffic_Route.pdf | ||
| Wage Rates.pdf | ||
| Addendum #2.docx | DOCX document | |
| Addendum #5.docx | DOCX document | |
| GP Permit SIte Plan-Vesle Run.pdf | ||
| 42110341_Replace Water DistroSystem-FIG_DWGS.pdf | ||
| Administrative Procedures 2023 DMVA.docx | DOCX document | |
| Instructions to Bidders 2023 DMVA.doc | DOC document | |
| Addendum #1.docx | DOCX document | |
| Addendum #4.docx | DOCX document | |
| Bid docs to be returned.pdf | ||
| General Conditions to the Construction Contract DMVA 2023 v5.docx | DOCX document | |
| Notice to Bidders.docx | DOCX document | |
| 42110341 FTIG Water Distribution Replacement_RFI_Log 21JUN24.pdf | ||
| 42110341 FTIG Water Distribution Replacement_RFI_Log as of 03JUL24.pdf | ||
| Addendum #3.docx | DOCX document | |
| Additional Standard Notes G-002 21JUN24.pdf |
Show all 21
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Text version
NEW 6" D.I.
ON EACH SIDE OF
THE STREAM
INSTALL A 6" VALVE
AND VALVE BOX TO
2' ABOVE GRADE
2" PVC SERVICE
LINE CONNECTION
WITH VALVE AND
VALVE BOX TO
GRADE
NEW F.H.
TIE INTO
NEW 6" D.I.
NEW 2" CTS
SERVICE LINE
CONNECTION WITH
VALVE AND VALVE
BOX TO GRADE
NEW 1" PVC
SERVICE LINE
CONNECTION WITH
VALVE AND VALVE
BOX TO GRADE
ON EACH SIDE OF
THE STREAM
INSTALL A 6" VALVE
AND VALVE BOX TO
2' ABOVE GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 6" x 6"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
STREAM CROSS(2)
REFER TO GENERAL
PERMIT PLANS FOR
DETAILS
REFER TO HOP
PERMIT DRAWINGS
FOR ROAD CROSSING
DETAILS
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\E&S PLANS - 4-16-24.DWG
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0 50' 100'
SCALE:1"=50'
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
5. ALL ACCUMULATED SEDIMENT FROM EROSION CONTROLS MEASURES SHALL BE
LEGALLY DISPOSED AT A PERMITTED SITE. IF THE CONTRACTOR DOES NOT HAVE A
PERMITTED SITE, FORT INDIANTOWN GAP HAS TWO PERMITTED SITES THAT CAN
EXCEPT THE SEDIMENT.
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SOILS DESCRIPTIONS
SYMBOL DESCRIPTION
ANDOVER GRAVELLY LOAM,
3-8% SLOPES
BASHER SILT LOAM
SOIL TYPE
BOUNDARY
E&S LEGEND
- L.O.D. - LIMIT OF
DISTURBANCE
NPDES PERMIT
BOUNDARY
18" COMPOST
FILTER SOCK
NPDES
TOTAL DISTURBANCE AREA = 159,865 sf, 3.67 ac.
TOTAL PROJECT SITE = 159,865 sf, 3.67 ac.
N
AutoCAD SHX Text AngB
AutoCAD SHX Text AogB
AutoCAD SHX Text AngB
AutoCAD SHX Text
ANDOVER GRAVELLY LOAM, 3-8% SLOPES
AutoCAD SHX Text AogB
AutoCAD SHX Text Bcg
AutoCAD SHX Text BebB
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 3-8% SLOPES
AutoCAD SHX Text BegC
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 8-15% SLOPES
AutoCAD SHX Text Ho
AutoCAD SHX Text
HOLLY SILT LOAM
AutoCAD SHX Text UggB
AutoCAD SHX Text
URBAN LAND, 0 TO 8% SLOPES
AutoCAD SHX Text UkgB
AutoCAD SHX Text
URBAN LAND-BERKS COMPLEX, 0 TO 8% SLOPES
AutoCAD SHX Text UkgD
AutoCAD SHX Text
URBAN LAND-BERKS COMPLEX, 8 TO 25% SLOPES
AutoCAD SHX Text
AutoCAD SHX Text
REVISED AS PER LCCD REVIEW COMMENTS
AutoCAD SHX Text 6/6/24
AutoCAD SHX Text
AutoCAD SHX Text
REVISED AS PER-BID RFI'S
AutoCAD SHX Text 6/20/24
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| C-306-(A) |
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