36C25218B0984-003.pdf

Facility

Management

Service (FMS)

VAIHCS

Building Number:

Project Number:

Drawing Number:

Dwg. of

DrawnCheckedDate:

Location:

Project Title:

Drawing Title:

CONSULTANTS: ARCHITECT/ENGINEERS:

Approved (Chief, FMS):

Revisions:

Date

VA FORM 08-6231

VA ILLIANA Health Care System

Engineer: FMS

Designer:

Demolish Quonset Huts

T116 and T117

Approved (Superintendent/Projects Chief):

VA ILLIANA HEALTH CARE SYSTEM

Demolish Quonset Huts T116 and T117

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

COVER SHEET

G-110

1 4

550-18-111

NOT TO SCALE

VA ILLIANA HEALTH CARE SYSTEM (CAMPUS)

4-17-2018

VA Illiana HCS, Danville, IL

CONSTRUCTION DOCUMENTS

APRIL 17, 2018

BID DOCUMENTS

Project Location:

Quonset Huts

T-116 and T-117

VP

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

G-120

NOTES

A

F i l e

P a t h

P

M

DESIGN

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

Phase

321 4 5 6 7 8 9 10

Demolish Quonset Huts T116 and T117

VA ILLIANA HCS, DANVILLE, IL

550-18-111

T-116 and T-117 Project Director

4/12/2018 ... VPRevisions: Date:

AutoCAD SHX Text DEMOLITION NOTES 1. CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBRIS AND CONSTRUCTION CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBRIS AND CONSTRUCTION TRAFFIC AT ALL TIMES. 2. CLEAR AND GRUB ALL TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. CLEAR AND GRUB ALL TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 3. PROTECT TREES TO REMAIN DURING CONSTRUCTION. PROTECT TREES TO REMAIN DURING CONSTRUCTION. 4. STORAGE OF MATERIALS AND PARKING OF EQUIPMENT AND VEHICLES BELOW TREE CANOPIES WITHIN THE STORAGE OF MATERIALS AND PARKING OF EQUIPMENT AND VEHICLES BELOW TREE CANOPIES WITHIN THE TREE DRIP LINE IS PROHIBITED. 5. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, FENCES, CONCRETE, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, FENCES, CONCRETE, ASPHALT PAVEMENT AND OTHER MISCELLANEOUS APPURTENANCES OFF SITE, UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS. 6. CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH STREETS, CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH STREETS, WALKS AND OTHER ADJACENT OCCUPIED FACILITIES. 7. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE VA. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, TO BE APPROVED BY THE VA. 8. ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND CONSTRUCTION. CONDUCT ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND CONSTRUCTION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT STRUCTURES AND OTHER FACILITIES AND INJURY TO PERSONS. 9. PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOLITION AND CONSTRUCTION PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOLITION AND CONSTRUCTION OPERATIONS. 10. ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IF ANY VARIATION ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IF ANY VARIATION EXISTS. 11. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION AND CONSTRUCTION OPERATIONS. 12. ALL UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION ALL UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION POINT. 13. CONCRETE FOUND ONSITE MAY CONTAIN REINFORCEMENT (I.E. WELDED WIRE FABRIC, REBAR, MATTING). CONCRETE FOUND ONSITE MAY CONTAIN REINFORCEMENT (I.E. WELDED WIRE FABRIC, REBAR, MATTING). WHERE CONCRETE IS INDICATED TO BE REMOVED, ALL REINFORCEMENT IS TO BE INCLUDED. 14. NO ON-SITE BURNING IS PERMITTED. NO ON-SITE BURNING IS PERMITTED. 15. THE USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. THE USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. 16. CONTRACTOR SHALL USE MEASURES TO CONTROL DUST AT ALL TIMES.CONTRACTOR SHALL USE MEASURES TO CONTROL DUST AT ALL TIMES.

AutoCAD SHX Text SITE NOTES 1. ALL WORK TO CONFORM TO FEDERAL, STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO FEDERAL, STATE AND LOCAL REGULATIONS. 2. ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IF ANY ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IF ANY VARIATION EXISTS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. NECESSARY. 5. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. .

AutoCAD SHX Text LEAD-SAFE PRACTICES 1. CONTAIN DUST INSIDE THE WORK AREA. CONTAIN DUST INSIDE THE WORK AREA. 2. USE DUST-MINIMIZING WORK METHODS.. USE DUST-MINIMIZING WORK METHODS.. . 3. CONDUCT A CAREFUL CLEANUP DURING DEMOLITION. CONDUCT A CAREFUL CLEANUP DURING DEMOLITION. 4. WHEN POSSIBLE, WET SURFACES TO LIMIT THE SPREAD OF LEADED DUST INTO THE AIR. WHEN POSSIBLE, WET SURFACES TO LIMIT THE SPREAD OF LEADED DUST INTO THE AIR.

LEAD-BASED PAINT MATERIAL 1. USE LEAD-SAFE PRACTICES WHEN HANDLING WOOD DOORFRAME DEBRIS. USE LEAD-SAFE PRACTICES WHEN HANDLING WOOD DOORFRAME DEBRIS. 2. ISOLATE WOOD DOORFRAME DEBRIS FROM OTHER CONSTRUCTION AND DEMOLITION DEBRIS. ISOLATE WOOD DOORFRAME DEBRIS FROM OTHER CONSTRUCTION AND DEMOLITION DEBRIS. 3. DISPOSE OF WOOD DOORFRAME DEBRIS AS LEAD-BASED-PAINT HAZARDOUS WASTE.DISPOSE OF WOOD DOORFRAME DEBRIS AS LEAD-BASED-PAINT HAZARDOUS WASTE.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

G-130

NOTES

A

F i l e

P a t h

P

M

DESIGN

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

Phase

321 4 5 6 7 8 9 10

Demolish Quonset Huts T116 and T117

VA ILLIANA HCS, DANVILLE, IL

550-18-111

T-116 and T-117 Project Director

4/12/2018 ... VPRevisions: Date:

AutoCAD SHX Text GRADING NOTES . 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 5. ALL PROPOSED SPOT ELEVATIONS OR CONTOURS ARE THE FINAL PAVEMENT AND FINAL GRADE ALL PROPOSED SPOT ELEVATIONS OR CONTOURS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 6. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IS PROVIDED AWAY FROM BUILDINGS/STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IS PROVIDED AWAY FROM BUILDINGS/STRUCTURES. 7. SUPPLY A 4” TOPSOIL LAYER OVER ALL UNPAVED AREAS. THE TOPSOIL AREAS SHALL BE SEEDED, SUPPLY A 4” TOPSOIL LAYER OVER ALL UNPAVED AREAS. THE TOPSOIL AREAS SHALL BE SEEDED, TOPSOIL LAYER OVER ALL UNPAVED AREAS. THE TOPSOIL AREAS SHALL BE SEEDED, MULCHED, FERTILIZED, WATERED, AND MAINTAINED (INCLUDING MOWING) IN ACCORDANCE WITH THE RESPECTIVE SPECIFICATIONS. 8. CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILES OR PIPES ENCOUNTERED DURING CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILES OR PIPES ENCOUNTERED DURING CONSTRUCTION AND PROVIDE POSITIVE OUTLET TO DOWNSTREAM RECEIVING SYSTEM. CONTRACTOR TO NOTIFY THE ENGINEER WITH ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 9. DUE TO SITE CONSTRAINTS, THE SITE MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL DUE TO SITE CONSTRAINTS, THE SITE MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS OR EXPORTS. 10. CONTRACTOR TO STABILIZE EXPOSED EARTH AS INDICATED ON THE EROSION CONTROL SHEETS. CONTRACTOR TO STABILIZE EXPOSED EARTH AS INDICATED ON THE EROSION CONTROL SHEETS.

AutoCAD SHX Text EROSION CONTROL NOTES 1. CONTRACTOR SHALL INSTALL ALL PERIMETER SILT FENCE AND SEDIMENT CONTROL BARRIERS PRIOR TO CLEARING AND CONTRACTOR SHALL INSTALL ALL PERIMETER SILT FENCE AND SEDIMENT CONTROL BARRIERS PRIOR TO CLEARING AND GRADING. 2. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 4. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING RE-GRADING, SHALL BE DONE IN A WAY THAT WILL LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING RE-GRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN RECEIVING WATER. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND UNUSED BUILDING MATERIALS IS REQUIRED. 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. THE SITE IS NOT LOCATED IN WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE THE SITE IS NOT LOCATED IN WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR VERMILLION COUNTY, ILLINOIS, MAP NUMBER 17183C0380D, DATED MAY 16, 2012. 11. SCHEDULE OF EARTHWORK ACTIVITIES: SCHEDULE OF EARTHWORK ACTIVITIES: a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. 15. PRIOR TO COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL STORM DRAINAGE STRUCTURES AND RESTORE PRIOR TO COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL STORM DRAINAGE STRUCTURES AND RESTORE ALL DITCHES AND PONDS TO DESIGNED GRADES. 16. CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL BARRIERS ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL BARRIERS ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED.

RECYCLING NOTES 1. CONTRACTOR SHALL RECYCLE AS MUCH MATERIAL AS POSSIBLE. CONTRACTOR SHALL RECYCLE AS MUCH MATERIAL AS POSSIBLE. 2. CONTRACTOR TO DISPOSE OF MATERIAL IN ACCORDANCE WITH THE RULES OF THE LOCAL JURISDICTION. CONTRACTOR TO DISPOSE OF MATERIAL IN ACCORDANCE WITH THE RULES OF THE LOCAL JURISDICTION. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION ON RECYCLING.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION ON RECYCLING.

Drawing Number

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Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

G-140

Quonset Hut Details and Notes

A

F i l e

P a t h

P

M

DESIGN

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

PhaseENGINEER OF RECORD

VA DANVILLE

STAMP

321 4 5 6 7 8 9 10

FMS

1900 EAST MAIN STREET

DANVILLE, IL 61832

217-554-3000

NAME

Demolish Quonset Huts T116 and T117

VA ILLIANA HCS, DANVILLE, IL

550-18-111

T-116 and T-117 Project Director

4/12/2018 ... VPRevisions: Date:

AutoCAD SHX Text TABLE 1. PERMANENT SEEDING RECOMMENDATION FOR OPEN LOW-MAINTENANCE AREAS: USE PERENNIAL RYEGRASS, 70 LBS PER ACRE. MULCHING: ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND OR WATER. USE STRAW OR HAY, AT A RATE OF TWO TONS PER ACRE. THE MULCH SHOULD BE DRY, FREE OF UNDESIRABLE SEEDS, AND SPREAD BY HAND OR MACHINE. MULCH ANCHORING: USING A MULCH ANCHORING TOOL OR FARM DISC, CRIMP OR PUNCH THE STRAW OR HAY TWO TO FOUR INCHES INTO THE SOIL. OPERATE MACHINERY ON THE CONTOUR OF THE SLOPE. NOTE: A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW.

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 POUNDS PER ACRE 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 OR HAY (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. (COMPOST MATERIAL MAY 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 THE UPPER TWO TO 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 ACROSS THE SLOPE, 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. 1. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER 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.) 2. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. 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.

AutoCAD SHX Text A. PIPE INSULATION PIPE INSULATION B. PAPER BEHIND RADIATORS PAPER BEHIND RADIATORS C. FLOOR TILE AND MASTIC FLOOR TILE AND MASTIC D. FLOOR TILE AND MASTIC UNDER FLOOR TILE AND MASTIC UNDER LINOLEUM E. BLACK SINK UNDERCOATING BLACK SINK UNDERCOATING F. TRANSITE SHEETS TRANSITE SHEETS G. MERCURY THERMOSTATS MERCURY THERMOSTATS H. FLUORESCENT TUBES AND BALLASTS FLUORESCENT TUBES AND BALLASTS

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