Atch_2_DC_Booth_Shop_Drawings-Half_Scale-Signed.pdf
PDF 9 MB Posted
- Attached to
- CONSTRUCT NEW SHOP BLDG, DC BOOTH NFH Federal contract opportunity
- Solicitation number
- 140F0621R0021
About this file
This federal contract opportunity solicitation requests the construction of a new shop building at the DC Booth National Fish Hatchery in Spearfish, South Dakota. The single-story pre-engineered metal building will contain a wood shop, restroom, paint storage area, general storage bay, and a large vehicle bay. It must harmonize with the exterior materials and color scheme of other on-site structures. The building location is behind the historic Booth House and wedding courtyard. Interested parties should contact the Contracting Officer, Tim Officer, for additional details. The response due date and award date are not specified.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend_3_Atch_1_DC_Booth_Shop_Geotechnical_Report-Final_0003.pdf | ||
| Sol_140F0621R0021_Amd_0003.pdf | ||
| Sol_140F0621R0021_Amd_0002.pdf | ||
| R0021_DC_Booth_Shop__IVL_12_Jul_0002.pdf | ||
| Sol_140F0621R0021_Amd_0001.pdf | ||
| SAM_posting_Notice_Interested_Vendor_List_0001.pdf | ||
| Atch_6_DC_Booth_Shop_Past_Perf_Quest.doc | DOC document | |
| Atch_3_DC_Booth_Shop_Submittals.pdf | ||
| Atch_1_DC_Booth_Shop_Specs-Final.pdf | ||
| Atch_5_DC_Booth_Shop_Bid_Schedule_2_Sheets_Rev_25_May.xlsx | XLSX spreadsheet | |
| Atch_4_DC_Booth_DBA_Wage_Det_SD.pdf | ||
| Sol_140F0621R0021.pdf |
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Text version
G1
COVER SHEET
U.S. FISH AND WILDLIFE
DC BOOTH NATIONAL FISH HATCHERY
SHOP BUILDING
SPEARFISH, SOUTH DAKOTA
PREPARED FOR:
SHEET INDEX
USFWS Mountain-Prairie Region Office Address:
134 Union Blvd. Lakewood, Colorado 80228
SPEARFISH
LOCATION
PROJECT
SOUTH DAKOTA
INTERSTATE
100% DESIGN
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6R-SD-17-19-024
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DC BOOTH NATIONAL FISH HATCHERY SHOP BUILDING
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DEMOLITION PLAN
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OVERALL SITE PLAN
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DETAILS
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MATTHEW J. METTLER, PE ENGINEER OF RECORD DOWL
AutoCAD SHX Text \\BIL-FS\BIL-projects\21\21857-01\65CAD\Structural\SC-CV-DCBOOTH.DWG PLOT DATE 2020-9-24 16:05 SAVED DATE 2020-09-24 15:02 USER: vgates 2020-9-24 16:05 SAVED DATE 2020-09-24 15:02 USER: vgates 16:05 SAVED DATE 2020-09-24 15:02 USER: vgates 16:05 SAVED DATE 2020-09-24 15:02 USER: vgates SAVED DATE 2020-09-24 15:02 USER: vgates 2020-09-24 15:02 USER: vgates 15:02 USER: vgates 15:02 USER: vgates USER: vgates vgates
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ADAM D. SPINDLER, PE CIVIL ENGINEER DOWL
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ANDREW J. HAYNES, AIA ARCHITECT STANLEY CONSULTANTS, INC.
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TODD A. MELING, P.E., LEED A/P MECHANICAL/PLUMBING ENGINEER ACE, INC.
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JOHN PATRICK KNOLL, P.E. ELECTRICAL ENGINEER ACE, INC
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ADAM D. SPINDLER
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NOTES AND LEGENDS100% DESIGN
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PROPOSED SANITARY SERVICE
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6R-SD-17-19-024
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ADS
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DOWL
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DC BOOTH NATIONAL FISH HATCHERY SHOP BUILDING
AutoCAD SHX Text \\BIL-FS\BIL-projects\21\21857-01\65CAD\Structural\SC-CV-DCBOOTH.DWG PLOT DATE 2020-9-4 11:19 SAVED DATE 2020-09-03 16:31 USER: jbridgewater 2020-9-4 11:19 SAVED DATE 2020-09-03 16:31 USER: jbridgewater 11:19 SAVED DATE 2020-09-03 16:31 USER: jbridgewater 11:19 SAVED DATE 2020-09-03 16:31 USER: jbridgewater SAVED DATE 2020-09-03 16:31 USER: jbridgewater 2020-09-03 16:31 USER: jbridgewater 16:31 USER: jbridgewater 16:31 USER: jbridgewater USER: jbridgewater jbridgewater
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CIVIL LEGENDS
AutoCAD SHX Text GENERAL CIVIL NOTES: IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND APPLICABLE STATE CODES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED CONSTRUCTION PERMITS NECESSARY FOR THIS THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED CONSTRUCTION PERMITS NECESSARY FOR THIS PROJECT. 2. IF REQUIRED, A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE OWNER, GENERAL CONTRACTOR, SITE SUBCONTRACTOR PRIOR TO IF REQUIRED, A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE OWNER, GENERAL CONTRACTOR, SITE SUBCONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SIGNAGE AND SAFETY REQUIREMENTS TO PROTECT PRIVATE AND PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SIGNAGE AND SAFETY REQUIREMENTS TO PROTECT PRIVATE AND PUBLIC PROPERTY AND INDIVIDUALS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL WORK FROM DAMAGE BY ANY PERSON. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL WORK FROM DAMAGE BY ANY PERSON. 5. THE CONTRACTOR SHALL COORDINATE THE CIVIL SITE DRAWINGS WITH ALL OTHER PLANS. THE CONTRACTOR SHALL COORDINATE THE CIVIL SITE DRAWINGS WITH ALL OTHER PLANS. 6. REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF SOUTH DAKOTA. 7. CONCRETE SHALL FOLLOW PROJECT SPECIFICATIONS. CONCRETE SHALL FOLLOW PROJECT SPECIFICATIONS. 8. ALL CONCRETE PAVING, CONCRETE CURB, AND SIDEWALK CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN ALL CONCRETE PAVING, CONCRETE CURB, AND SIDEWALK CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING FINAL GRADES OF ALL STRUCTURES AND FLAT WORK PRIOR TO PLACEMENT OF CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING FINAL GRADES OF ALL STRUCTURES AND FLAT WORK PRIOR TO PLACEMENT OF FORMS, REBAR AND CONCRETE AND VERIFY POSITIVE DRAINAGE ON ALL FACILITIES. 10. NO CONCRETE WORK SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE. NO CONCRETE WORK SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE. 11. SUBGRADE AND BASE COMPACTION SHALL CONFORM TO ALL APPLICABLE SECTIONS NOTED IN THE PROJECT SPECIFICATIONS AND SUBGRADE AND BASE COMPACTION SHALL CONFORM TO ALL APPLICABLE SECTIONS NOTED IN THE PROJECT SPECIFICATIONS AND GEOTECH REPORT. 12. THE STORM WATER PERMIT IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION THE STORM WATER PERMIT IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES THAT MAY BE NECESSARY DEPENDING UPON THE CONTRACTORS PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES INCURRED DUE TO IMPROPER OR IMPROPERLY MAINTAINED EROSION CONTROL MEASURES. 13. GRADING SHALL BE LIMITED TO SITE BOUNDARY, CONSTRUCTION LIMITS AND GRADING AREAS SHOWN ON THE PLANS. CONTRACTOR GRADING SHALL BE LIMITED TO SITE BOUNDARY, CONSTRUCTION LIMITS AND GRADING AREAS SHOWN ON THE PLANS. CONTRACTOR RESPONSIBLE FOR RESTORATION OUTSIDE OF LIMITS AS SHOWN ON PLANS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS AND PLACEMENTS INCLUDING TOPSOIL REPLACEMENT, TREE AND TOPSOIL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS AND PLACEMENTS INCLUDING TOPSOIL REPLACEMENT, TREE AND TOPSOIL REMOVAL AND STOCKPILING, SILT FENCE INSTALLATIONS AND REMOVALS. 15. WORK FOR SUBGRADE, ROCK EXCAVATION AND SOFT SPOT/REJECTED MATERIAL REPAIR WILL FOLLOW THE GEOTECHNICAL REPORT AND WORK FOR SUBGRADE, ROCK EXCAVATION AND SOFT SPOT/REJECTED MATERIAL REPAIR WILL FOLLOW THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER LOAD LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER LOAD LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED TO EXISTING SITE ROADS DUE TO IMPROPERLY LOADED TRAFFIC. DEMOLITION NOTES: 1. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE ITEMS SHOWN ON THE PLANS. ANY REPAIR, SEEDING, DAMAGE OR GRADING TO ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE ITEMS SHOWN ON THE PLANS. ANY REPAIR, SEEDING, DAMAGE OR GRADING TO AREAS OUTSIDE OF THE DEMOLITION LIMITS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED AS DETERMINED BY THE ARCHITECT AND/OR OWNER. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION. UTILITY NOTES: 1. UTILITY LOCATIONS AND DESCRIPTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING UTILITY UTILITY LOCATIONS AND DESCRIPTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING UTILITY LOCATES AND VERIFYING ALL UTILITY LOCATIONS PRIOR TO THE COMMENCEMENT OF WORK. 2. CONTRACTOR SHALL NOTIFY THE OWNER AND PROVIDE AN OPPORTUNITY TO SURVEY EXPOSED UTILITIES PRIOR TO BACKFILL PLACEMENT. CONTRACTOR SHALL NOTIFY THE OWNER AND PROVIDE AN OPPORTUNITY TO SURVEY EXPOSED UTILITIES PRIOR TO BACKFILL PLACEMENT. 3. CONTRACTOR SHALL COORDINATE DIRECTLY WITH GAS, TELECOMMUNICATION, AND ELECTRIC UTILITY PROVIDERS FOR SERVICE CONTRACTOR SHALL COORDINATE DIRECTLY WITH GAS, TELECOMMUNICATION, AND ELECTRIC UTILITY PROVIDERS FOR SERVICE CONNECTIONS. THE LOCATION OF SAID UTILITIES ARE APPROXIMATE AND SHALL BE ADJUSTED IN THE FIELD AS NECESSARY. 4. IRRIGATION LINES AND LANDSCAPE AREA DRAIN LINES ARE NOT SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL IRRIGATION IRRIGATION LINES AND LANDSCAPE AREA DRAIN LINES ARE NOT SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL IRRIGATION LOCATES, RELOCATIONS AND REPAIRS.
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REMOVE EXISTING SHED
AutoCAD SHX Text \\BIL-FS\BIL-projects\21\21857-01\65CAD\Structural\SC-CV-DCBOOTH.DWG PLOT DATE 2020-9-4 11:23 SAVED DATE 2020-09-03 16:34 USER: jbridgewater 2020-9-4 11:23 SAVED DATE 2020-09-03 16:34 USER: jbridgewater 11:23 SAVED DATE 2020-09-03 16:34 USER: jbridgewater 11:23 SAVED DATE 2020-09-03 16:34 USER: jbridgewater SAVED DATE 2020-09-03 16:34 USER: jbridgewater 2020-09-03 16:34 USER: jbridgewater 16:34 USER: jbridgewater 16:34 USER: jbridgewater USER: jbridgewater jbridgewater
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REMOVE 228 SY ASPHALT PAVEMENT
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REMOVE 40 SY CONCRETE PAVEMENT
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SAWCUT ASPHALT
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REMOVE TREES (2)
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REMOVE FROST FREE HYDRANT
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AutoCAD SHX Text \\BIL-FS\BIL-projects\21\21857-01\65CAD\Structural\SC-CV-DCBOOTH.DWG PLOT DATE 2020-9-4 11:32 SAVED DATE 2020-09-03 16:42 USER: jbridgewater 2020-9-4 11:32 SAVED DATE 2020-09-03 16:42 USER: jbridgewater 11:32 SAVED DATE 2020-09-03 16:42 USER: jbridgewater 11:32 SAVED DATE 2020-09-03 16:42 USER: jbridgewater SAVED DATE 2020-09-03 16:42 USER: jbridgewater 2020-09-03 16:42 USER: jbridgewater 16:42 USER: jbridgewater 16:42 USER: jbridgewater USER: jbridgewater jbridgewater
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INSTALL 1 1/4" CURB STOP
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PROPOSED CONCRETE (100 SY)
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INSTALL 130 LF 6" DRAIN TILE PER DETAIL BEHIND BUILDING
AutoCAD SHX Text CONTRACTOR TO ENSURE DEPTH OF NEW DRY UTILITIES IN THIS AREA WILL NOT CONFLICT WITH DRAINAGE DITCH & DRAIN TILE
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INSTALL ELEC. PAD COORDINATE WITH ELEC. PLANS
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REPLACE THE EXIST. FROST FREE YARD HYDRANT
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AutoCAD SHX Text \\BIL-FS\BIL-projects\21\21857-01\65CAD\Structural\SC-CV-DCBOOTH.DWG PLOT DATE 2020-9-4 11:28 SAVED DATE 2020-09-03 16:38 USER: jbridgewater 2020-9-4 11:28 SAVED DATE 2020-09-03 16:38 USER: jbridgewater 11:28 SAVED DATE 2020-09-03 16:38 USER: jbridgewater 11:28 SAVED DATE 2020-09-03 16:38 USER: jbridgewater SAVED DATE 2020-09-03 16:38 USER: jbridgewater 2020-09-03 16:38 USER: jbridgewater 16:38 USER: jbridgewater 16:38 USER: jbridgewater USER: jbridgewater jbridgewater
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AutoCAD SHX Text CONSTRUCTION LIMIT BOUNDARY. CONTRACTOR RESPONSIBLE FOR DAMAGE AND REPAIRS OUTSIDE OF BOUNDARY LIMITS.
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DAYLIGHT DRAIN TILE INSTALL NONWOVEN FABRIC, 1 CY RIP RAP AT END
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INSTALL 130 LF 6" DRAIN TILE PER DETAIL BEHIND BUILDING
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INSTALL ELEC. PAD COORDINATE WITH ELEC. PLANS
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ADAM D. SPINDLER
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AutoCAD SHX Text CONNECT TO EXISTING 4" SEWER SERVICE (CONTRACTOR TO VERIFY FITTINGS FOR CONNECTION, INCIDENTAL WORK TO ITEM)
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EXISTING GRADE
AutoCAD SHX Text
PROPOSED GRADE
AutoCAD SHX Text
PROPOSED SHOP
AutoCAD SHX Text F.F.=3713.00
AutoCAD SHX Text \\BIL-FS\BIL-projects\21\21857-01\65CAD\Structural\SC-CV-DCBOOTH.DWG PLOT DATE 2020-9-4 11:30 SAVED DATE 2020-09-03 16:40 USER: jbridgewater 2020-9-4 11:30 SAVED DATE 2020-09-03 16:40 USER: jbridgewater 11:30 SAVED DATE 2020-09-03 16:40 USER: jbridgewater 11:30 SAVED DATE 2020-09-03 16:40 USER: jbridgewater SAVED DATE 2020-09-03 16:40 USER: jbridgewater 2020-09-03 16:40 USER: jbridgewater 16:40 USER: jbridgewater 16:40 USER: jbridgewater USER: jbridgewater jbridgewater
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
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SUB-SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
6R-SD-17-19-024
AutoCAD SHX Text 09/25/2020
AutoCAD SHX Text
ADS
AutoCAD SHX Text
JMB
AutoCAD SHX Text
DOWL
AutoCAD SHX Text
DC BOOTH NATIONAL FISH HATCHERY SHOP BUILDING
AutoCAD SHX Text
EXISTING SEWER SERVICE
AutoCAD SHX Text
CONNECT TO EXISTING WATER SERVICE. INSTALL 1 1/4" CURB STOP
AutoCAD SHX Text CONNECTION TO EXISTING 4" SEWER SERVICE (CONTRACTOR TO VERIFY FITTINGS FOR CONNECTION, INCIDENTAL WORK TO ITEM)
AutoCAD SHX Text
STA. 0+03 INSTALL DOUBLE 4" CLEANOUT
AutoCAD SHX Text
STA. 1+21 INSTALL 4" CLEANOUT
AutoCAD SHX Text
STA. 0+12 INSTALL 4"-45° BEND
AutoCAD SHX Text
4" PVC SEWER SERVICE
AutoCAD SHX Text
115 LF 1 1/4" AWWA POLY SDR9, 200 PSI WATER SERVICE
AutoCAD SHX Text
PROPOSED SHOP
AutoCAD SHX Text F.F.=3713.00
AutoCAD SHX Text NOTES: 1. INSTALL TRACER WIRE AND WARNING TAPE WITH WATER SERVICE. INSTALL TRACER WIRE AND WARNING TAPE WITH WATER SERVICE. 2. INSTALL WARNING TAPE WITH SEWER SERVICES.INSTALL WARNING TAPE WITH SEWER SERVICES.
AutoCAD SHX Text
REPLACE THE EXIST. FROST FREE YARD HYDRANT
AutoCAD SHX Text 09/25/2020
AutoCAD SHX Text 10350
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ADAM D. SPINDLER
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C6
STORM WATER POLLUTION
100% DESIGN
AutoCAD SHX Text
WF
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AutoCAD SHX Text
GARAGE
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BOOTH GARDENS N.I.C.
AutoCAD SHX Text
GARAGE
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GARAGE
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
HYD.
AutoCAD SHX Text C.O.
AutoCAD SHX Text
CS
AutoCAD SHX Text \\BIL-FS\BIL-projects\21\21857-01\65CAD\Structural\SC-CV-DCBOOTH.DWG PLOT DATE 2020-9-4 11:34 SAVED DATE 2020-09-03 16:44 USER: jbridgewater 2020-9-4 11:34 SAVED DATE 2020-09-03 16:44 USER: jbridgewater 11:34 SAVED DATE 2020-09-03 16:44 USER: jbridgewater 11:34 SAVED DATE 2020-09-03 16:44 USER: jbridgewater SAVED DATE 2020-09-03 16:44 USER: jbridgewater 2020-09-03 16:44 USER: jbridgewater 16:44 USER: jbridgewater 16:44 USER: jbridgewater USER: jbridgewater jbridgewater
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
6R-SD-17-19-024
AutoCAD SHX Text 09/25/2020
AutoCAD SHX Text
ADS
AutoCAD SHX Text
JMB
AutoCAD SHX Text
DOWL
AutoCAD SHX Text
DC BOOTH NATIONAL FISH HATCHERY SHOP BUILDING
AutoCAD SHX Text
PROPOSED SHOP F.F.=3713.00
AutoCAD SHX Text
PROPOSED CONCRETE
AutoCAD SHX Text
PROPOSED CONCRETE
AutoCAD SHX Text
PROPOSED ASPHALT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text HYDROSEED AREA THEN INSTALL 2000 SF EROSION CONTROL BLANKET AT COMPLETION OF SITE WORK
AutoCAD SHX Text INSTALL 175 LF OF SILT FENCE AND MAINTAIN DURING CONSTRUCTION. SILT FENCE SHALL BE REMOVED AFTER COMPLETION OF SITE WORK.
AutoCAD SHX Text INSTALL 105 LF OF SILT FENCE AND MAINTAIN DURING CONSTRUCTION. SILT FENCE SHALL BE REMOVED AFTER COMPLETION OF SITE WORK.
AutoCAD SHX Text
HYDROSEED 1660 SF UTILITY TRENCH
AutoCAD SHX Text
NONWOVEN FABRIC AND 6" RIP RAP DRAINAGE SWALE (230 SY)
AutoCAD SHX Text
NONWOVEN FABRIC AND 6" RIP RAP DRAINAGE SWALE (10 SY)
AutoCAD SHX Text 09/25/2020
AutoCAD SHX Text 10350
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ADAM D. SPINDLER
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NOTE: IF CONTRACTOR ELECTS TO INSTALL UTILITIES THROUGH BORE
OPERATIONS THE CONFIGURATION AND LOCATION OF UTILITIES MUST
BE APPROVED BY THE APPLICABLE UTILITY COMPANIES.
C7
DETAILS
C7
RIPRAP DITCH
NOT TO SCALE
C7
EROSION CONTROL SILT FENCE
NOT TO SCALE
C7
1 1/4" CURB STOP DETAIL
NOT TO SCALE
C7
CLEANOUT DETAILS
NOT TO SCALE
C7
VALLEY PAN DETAIL
NOT TO SCALE
C7
UTILITY TRENCH DETAIL
NOT TO SCALE
C7
WATER/SANITARY TRENCH DETAIL
NOT TO SCALE
C7
PAVING SECTION DETAILS
NOT TO SCALE
C7
RIPRAP DITCH BEHIND BLDG.
DRAIN TILE INSTALL
NOT TO SCALE
100% DESIGN
AutoCAD SHX Text NOTES: 1. TRACER WIRE AND WARNING TAPE INSTALLED WITH WATER SERVICE. TRACER WIRE AND WARNING TAPE INSTALLED WITH WATER SERVICE. 2. WARNING TAPE INSTALLED WITH SEWER SERVICE.WARNING TAPE INSTALLED WITH SEWER SERVICE.
AutoCAD SHX Text
WATER: MINIMUM 3" WIDE BLUE WARNING TAPE MARKED "BURIED WATER LINE BELOW"
AutoCAD SHX Text SANITARY/STORM SEWER MINIMUM 3" WIDE GREEN WARNING TAPE MARKED "BURIED SEWER LINE BELOW"
AutoCAD SHX Text
BEDDING MATERIAL
AutoCAD SHX Text
NONWOVEN FABRIC (WHEN BEDDING COURSE IS USED)
AutoCAD SHX Text
BEDDING COURSE WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION
AutoCAD SHX Text
SUITABLE NATIVE SOIL OR IMPORT BORROW
AutoCAD SHX Text
BACKSLOPE AS SPECIFIED TO CONFORM TO O.S.H.A. REGULATIONS
AutoCAD SHX Text
TRENCH BACKFILL
AutoCAD SHX Text
TRACER WIRE (SEE NOTES)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text A SILT FENCE IS A VERTICAL BARRIER OF GEOTEXTILE FABRIC DESIGNED TO REMOVE PARTICLES FROM THE
AutoCAD SHX Text STREAMS AND DEVELOPED PROPERTY. SILT FENCE USAGE SHOULD BE LIMITED TO HANDLE AN AREA EQUIVALENT
AutoCAD SHX Text THE SILT FENCE SHALL BE BUILT AND GRADING CONTROLLED SO THAT WATER IS FILTERED UNIFORMLY ALONG THE
AutoCAD SHX Text FENCE. THE ENDS OF THE FENCE SHALL BE TAPERED UPHILL. POSTS SHALL BE DRIVEN TO A MIN. DEPTH OF 18
AutoCAD SHX Text SHOULD BE ADEQUATELY SECURED TO PREVENT OVERTURNING OF THE FENCE. THE FENCE SHALL BE ATTACHED
AutoCAD SHX Text TO THE POSTS BY WIRE, CORD, STAPLES, POCKETS OR OTHER ACCEPTABLE MEANS. A MIN. OF 6 INCHES OF
AutoCAD SHX Text GEOTEXTILE FABRIC AT THE BOTTOM OF THE FENCE SHALL BE DRAPED INTO A TRENCH, BACKFILLED WITH SOIL
AutoCAD SHX Text AND COMPACTED. FENCE CONSTRUCTION SHALL BE ADEQUATE TO HANDLE THE STRESS OF THE SEDIMENT LOADING.
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
8' MAXIMUM
AutoCAD SHX Text
MIN
AutoCAD SHX Text 18"
AutoCAD SHX Text 36"
AutoCAD SHX Text
MAX
AutoCAD SHX Text 6"x6" TRENCH WITH
AutoCAD SHX Text
FABRIC BURIED INTO IT
AutoCAD SHX Text
SILT
AutoCAD SHX Text
FENCE
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SILT FENCE
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1:1 AND WATER FLOW RATES EXCEED 1 CU. FT. PER SECOND PER 10 FT. OF FENCE.
AutoCAD SHX Text 3.
AutoCAD SHX Text INCHES AT A MAX. SPACING OF 8 FEET. WHERE AN 18 INCH DEPTH IS IMPOSSIBLE TO ACHIEVE, THE POSTS
AutoCAD SHX Text THE CONTRACTOR SHALL MAINTAIN THE SILT FENCE UNTIL THE FENCE IS REMOVED OR UNTIL THE PROJECT IS
AutoCAD SHX Text ACCEPTED. THE FABRIC SHOULD BE CHECKED FOR RIPS, TEARS, AND OTHER TYPES OF DETERIORATION AND
AutoCAD SHX Text REPLACED AS NEEDED. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY
AutoCAD SHX Text ONE HALF THE HEIGHT OF THE SILT FENCE. WHEN PERMANENT SOIL EROSION CONTROL IS ACHIEVED, THE FENCE
AutoCAD SHX Text
SHALL BE REMOVED AND THE ACCUMULATED SEDIMENT SPREAD AND SEEDED.
AutoCAD SHX Text
WATER PASSING THROUGH IT.
AutoCAD SHX Text SILT FENCES ARE PLACED AROUND INLETS, ACROSS MINOR SWALES AND AT THE TOE OF SLOPES ADJACENT TO
AutoCAD SHX Text TO 1000 SQ. FT. PER 10 FT. OF FENCE. CAUTION SHOULD BE USED WHERE THE SITE SLOPE IS STEEPER THAN
AutoCAD SHX Text 4.
AutoCAD SHX Text
DITCH CHECK
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
CUT-FILL
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TRANSITION
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RUNOFF
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CUT SLOPE
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SILT FENCE
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DITCH CHECK
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TOE OF FILL
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ADJACENT
AutoCAD SHX Text
TO STREAM
AutoCAD SHX Text
PROTECTION OF
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LIVE STREAM
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CONSTRUCTION
AutoCAD SHX Text
INSTALL PLUMB
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
RECONNECT TO
AutoCAD SHX Text
EXISTING SERVICE
AutoCAD SHX Text
LINE
AutoCAD SHX Text
1'-0" MAX
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
AND CONNECTING BOLT
AutoCAD SHX Text
STEEL STATIONARY ROD
AutoCAD SHX Text
SERIES 300 STAINLESS
AutoCAD SHX Text
INSULATED CURB STOP WRAP IN PETROLATUM TAPE WITH HDPE SERVICE.
AutoCAD SHX Text
4" X 12" X 12" CONCRETE BLOCK
AutoCAD SHX Text
CURB BOX (WRAP IN POLYWRAP)
AutoCAD SHX Text IN CONCRETE OR ASPHALT, PLACE A 12" LONG STEEL PIPE SLEEVE AROUND TOP OF CURB BOX. TOP OF SLEEVE TO BE FLUSH WITH SURFACE. TOP OF BOX TO BE DOWN ". PIPE TO BE " LARGER 14". PIPE TO BE " LARGER 12" LARGER THAN LID ON CURB BOX. IN NONROADWAY OR GRADED AREAS, LEAVE UP 1" TO 2".
AutoCAD SHX Text
ELEVATION AS PER DRAWING OR LEVEL WITH SIDE WALK GRADE
AutoCAD SHX Text
WORD "WATER" ON LID
AutoCAD SHX Text
WITH HDPE SERVICE LINE, RUN TRACER WIRE & TAPE ALONG SERVICE
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text CURB STOP SHALL BE A FORD B44-444-MQ-NL OR APPROVED EQUAL. CURB STOP SHALL MEET NO LEAD REQUIREMENTS AND BE MARKED NL. FORD 50 SERIES STAINLESS STEEL INSERT OR APPROVED EQUAL SHALL BE USED. CURB BOX SHALL BE MCDONALD 5614 MINNEAPOLIS PATTERN OR APPROVED EQUAL.
AutoCAD SHX Text
48" MIN
AutoCAD SHX Text
36" MIN
AutoCAD SHX Text
24" MIN
AutoCAD SHX Text NOTE: * 12" SEPARATION BETWEEN COMMUNICATIONS, SECONDARY CONDUCTOR AND 12" SEPARATION BETWEEN COMMUNICATIONS, SECONDARY CONDUCTOR AND PRIMARY CONDUCTOR UNLESS OTHERWISE APPROVED * ALL CONDUIT TO BE SIZED AND REVIEWED BY APPROPRIATE UTILITY ALL CONDUIT TO BE SIZED AND REVIEWED BY APPROPRIATE UTILITY COMPANY * TELEPHONE AND CABLE TELEVISION COMPANIES ARE TO BE CONTACTED TELEPHONE AND CABLE TELEVISION COMPANIES ARE TO BE CONTACTED TO INSURE CORRECT LOCATION AND INSTALLATION OF THEIR FACILITIES.
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
COMMUNICATIONS CABLE OR CONDUIT AS REQUIRED
AutoCAD SHX Text
SCHEDULE 40 PVC FOR SECONDARY ELECTRICAL CONDUCTORS
AutoCAD SHX Text
SCHEDULE 40 PVC FOR PRIMARY ELECTRICAL CONDUCTORS
AutoCAD SHX Text
FINAL GRADE
AutoCAD SHX Text
CONCRETE PAVING
AutoCAD SHX Text
6" CONCRETE PAVING
AutoCAD SHX Text
6" BASE COURSE
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WOVEN GEOTEXTILE FABRIC
AutoCAD SHX Text
6" SUBGRADE PREP
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ASPHALT PAVING
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4" ASPHALT PAVING
AutoCAD SHX Text
6" BASE COURSE
AutoCAD SHX Text
WOVEN GEOTEXTILE FABRIC
AutoCAD SHX Text
6" SUBGRADE PREP
AutoCAD SHX Text
ASPHALT ROAD PATCH FOR UTILITY INSTALLATIONS OR BORE PITS
AutoCAD SHX Text
4" ASPHALT PATCH OR MATCH EXISTING WHICHEVER IS GREATER
AutoCAD SHX Text
6" BASE COURSE
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WOVEN GEOTEXTILE FABRIC
AutoCAD SHX Text
6" SUBGRADE PREP
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VARIES (3:1 MAX.)
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VARIES (3:1 MAX.)
AutoCAD SHX Text
NONWOVEN GEOTEXTILE FABRIC
AutoCAD SHX Text
6" RIP-RAP
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6" SUBGRADE PREP
AutoCAD SHX Text
SEE DRAIN TILE DETAIL FOR DITCH BEHIND BUILDING
AutoCAD SHX Text
4000 PSI CONCRETE
AutoCAD SHX Text 3.0%
AutoCAD SHX Text
FLOWLINE
AutoCAD SHX Text 3.0%
AutoCAD SHX Text
WOVEN GEOTEXTILE FABRIC
AutoCAD SHX Text
6" SUBGRADE PREP
AutoCAD SHX Text
6" BASE COURSE
AutoCAD SHX Text 6" POLY DRAIN TILE WITH SOCK PLACED IN FLOW LINE OF DITCH BEHIND BLDG. DRAIN TILE SLOPE TO MATCH DITCH SLOPE
AutoCAD SHX Text
INSTALL CLEAN DRAIN ROCK 6" THICKNESS AROUND ALL SIDES
AutoCAD SHX Text \\BIL-FS\BIL-projects\21\21857-01\65CAD\Structural\SC-CV-DCBOOTH.DWG PLOT DATE 2020-9-4 11:26 SAVED DATE 2020-09-03 16:36 USER: jbridgewater 2020-9-4 11:26 SAVED DATE 2020-09-03 16:36 USER: jbridgewater 11:26 SAVED DATE 2020-09-03 16:36 USER: jbridgewater 11:26 SAVED DATE 2020-09-03 16:36 USER: jbridgewater SAVED DATE 2020-09-03 16:36 USER: jbridgewater 2020-09-03 16:36 USER: jbridgewater 16:36 USER: jbridgewater 16:36 USER: jbridgewater USER: jbridgewater jbridgewater
AutoCAD SHX Text
DESIGNED
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DRAWN
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CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
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6R-SD-17-19-024
AutoCAD SHX Text 09/25/2020
AutoCAD SHX Text
ADS
AutoCAD SHX Text
JMB
AutoCAD SHX Text
DOWL
AutoCAD SHX Text
DC BOOTH NATIONAL FISH HATCHERY SHOP BUILDING
AutoCAD SHX Text
NON-SHRINK BACKFILL
AutoCAD SHX Text
CLEANOUT PIPE DIAMETER PER PLAN DIMENSIONS
AutoCAD SHX Text
END OF TRENCH
AutoCAD SHX Text
END OF LINE CLEANOUT IF REQUIRED USE PLUG
AutoCAD SHX Text
PIPE DIAMETER VARIES REFER TO PLANS
AutoCAD SHX Text
FROST EXPANSION SLEEVE
AutoCAD SHX Text
THREADED PLUG
AutoCAD SHX Text
SLIP HUB TO THREADED ADAPTER
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text 45°
AutoCAD SHX Text
1/8 BEND
AutoCAD SHX Text
HEAVY DUTY HS20 CLEANOUT COVER SIMILIAR TO EJIW 3648 OR APPROVED EQUAL
AutoCAD SHX Text
FINISH GRADE, CONC. OR PAVING
AutoCAD SHX Text
CLEANOUT FERRULE WITH PLUG (TYPICAL)
AutoCAD SHX Text
DEPTH AS REQUIRED
AutoCAD SHX Text
SEE PLANS FOR SERVICE SIZE
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DOUBLE CLEANOUT
AutoCAD SHX Text
SINGLE CLEANOUT
AutoCAD SHX Text 09/25/2020
AutoCAD SHX Text 10350
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ADAM D. SPINDLER
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A200
1 2
A
C
A201
A201
B
3 5
A300
A200
WOOD SHOP
STORAGE
RESTROOM
MECHANICAL
A400
A301
A300
A301
2' - 8" 10' - 0" 23' - 4" 3' - 4" 10' - 0" 4' - 0" 10' - 0"
16' - 0"
22' - 8" 22' - 8" 28' - 0" 3' - 4" 21' - 4"
3/
4"
3/
4" 5'
0"
3/
4" 8'
0"
3' - 4"1' - 7 1/2" 3' - 4" 2' - 4"
7 1/2"
1/
2"
1/ 2"
7 1/2" 8'
1/ 2"
005D
005A 005B 005C001B
001A
006A
006B
STORAGE
FISH TRUCK BAY
A400
A400
0 2' 4' 8'
SCALE: 1/4"=1'-0"
7' - 11 1/4" 4"
A301
A300
FEFE FE
FE
70 DEG.
SHIPS
LADDER TO
MEZZANINE
0"
7 1/2"
1/
2"
1/
2"
1'
1/
2" 3'
4"
3' - 3 1/2"3' - 3 1/2"
8'
0"
UTILITY
SINK
2' - 2"
006D
FE
006C
3'
4" 1'
8"
7 1/2"
7 1/2"
6"
NO
RT
H
11827
ANDREW
JOHN
HAYNESRE
G
IS
TE
RE
D
PROFESS IONAL
ARCH
IT
ECT
REG . NO .
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