C2.0 EROS - MHA Today...ADJUST ALL MANHOLE AND VALVE BOXES THAT ARE TO REMAIN TO FINAL ADJUST對 ALL...
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C2.0 EROS - MHA Today...ADJUST ALL MANHOLE AND VALVE BOXES THAT ARE TO REMAIN TO FINAL ADJUST對 ALL MANHOLE AND VALVE BOXES THAT ARE TO REMAIN TO FINAL GRADE. 16. CONTRACTOR SHALL
REMOVE EX. BUILDING (FOUNDATIONS, WALLS, SLABS & UTILITY SERVICES, ETC.)
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REMOVE EX. CURB & GUTTER
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REMOVE EX. CURB
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REMOVE EX. CONC. TURNOUT
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REMOVE EX. CONC. TURNOUT
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REMOVE CONC. PAVING (SAW-CUT AT EDGES TO REMAIN, TYP.)
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REQ'D SAW-CUT, TYP.
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REQ'D SAW-CUT, TYP.
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REQ'D SAW-CUT, TYP.
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REQ'D SAW-CUT, TYP.
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REMOVE CONC. PAVING (SAW-CUT AT EDGES TO REMAIN, TYP.)
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EX. GRATE INLET (RETAIN)
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EX. GRATE INLET (RETAIN)
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EX. GRATE INLET (RETAIN)
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EX. WALL & FENCE (RETAIN)
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REMOVE EX. FENCE, WALL & FOOTINGS
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EX. FENCE (RETAIN)
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REQ'D CONSTRUCTION FENCE (APPROX. LIMITS OF DEMOLITION)
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EX. SIDEWALK (REMOVE & REPLACE)
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REQ'D CONSTRUCTION FENCE (APPROX. LIMITS OF DEMOLITION)
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EX. AC UNIT (REMOVE)
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EX. SSWR LATERAL (REMOVE & CAP AT MAIN). CONTRACTOR SHALL VERIFY THAT NO OTHER SERVICES ARE TIED TO THE BUILDING'S SERVICE.
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EX. GAS METER (PRESERVE & PROTECT)
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EX. GAS (PRESERVE & PROTECT)
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REQ'D CONSTRUCTION EXIT PAD (FIELD LOCATE)
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EX. LIGHTS (RETAIN)
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EX. LIGHT (RETAIN)
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EX. LIGHT (RETAIN)
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EX. BRICK PIER (REMOVE & REPLACE)
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EX. BRICK PIER (RETAIN)
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EX. SIGN (RELOCATE, SEE ARCH)
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SALVAGE, RELOCATE AND REPLANT EXISTING TREES ON PROJECT AREA AT LOCATION DESIGNATED BY MHA
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PROPERTY LINE
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REMOVE EX. CONC. PAVING
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EXISTING STORM PIPE
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EXISITNG CONTOUR
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715
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EXISITNG UNDERGROUND POWER
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EXISITNG OVERHEAD POWER
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EXISITNG WATER
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EXISITNG GAS
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EXISITNG SANITARY SEWER
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EXISITNG CONCRETE PAVING
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REMOVE EX. CURB & GUTTER
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REMOVE EX. UTILITY
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EXISTING TELECOMMUNICATIONS
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LEGEND
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DEMOLITION PLAN
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C1.0
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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20
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20
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40
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20
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80
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10
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north
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SHEET TITLE
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SHEET NO.
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ISSUE DATE:
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DRAWN BY:
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CHECKED BY:
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PROJ. MGR.:
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MBA PROJECT NO.
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MSA
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MCS
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MCS
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C1901.00
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03/01/2019
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CONSTRUCTION DOCUMENTS
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1. THE CONTRACTOR SHALL FOLLOW THE ASBESTOS ABATEMENT DESIGN FOR THE CONTRACTOR SHALL FOLLOW THE ASBESTOS ABATEMENT DESIGN FOR DEMOLITION OF THE BUILDING. REFER TO MAY 4, 2016 BUILDING . REFER TO MAY 4, 2016 BUILDING ENVIRONMENTAL, INC. ASBESTOS SURVEY INCLUDED IN DEMOLITION SPECS PROJECT MANUAL, PERTAINING TO THE MANAGEMENT OFFICE BUILDING. 2. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING WHICH THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING WHICH MIGHT INTERFERE WITH DEMOLITION. ANY DAMAGES TO UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS NOT CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS NOT ACCEPTABLE TO THE OWNER AND ENGINEER. 4. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES BEFORE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES BEFORE DEMOLITION AND VERIFYING LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN. 5. PROTECT EXISTING TREES ON SITE AS SHOWN TO BE RELOCATED PER PLANS. PROTECT EXISTING TREES ON SITE AS SHOWN TO BE RELOCATED PER PLANS. 6. THE CONTRACTOR SHALL ATTEMPT TO SAVE ALL TREES ON THE PROPERTY. THE CONTRACTOR SHALL ATTEMPT TO SAVE ALL TREES ON THE PROPERTY. IN THE EVENT THE CONTRACTOR BELIEVES IT NECESSARY TO REMOVE A TREE, HE/SHE SHALL NOTIFY THE ENGINEER IMMEDIATELY. IN THE EVENT OF ENGINEER/OWNER OWNER APPROVAL, THE TREE TO BE DEMOLISHED SHALL BE CLEARED AND GRUBBED. NO BURNING SHALL BE ALLOWED ON OWNER'S PROPERTY. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE RELOCATION OF ALL UTILITIES ALONG THE RIGHT-OF-WAY AND ON THE SITE ASSOCIATED WITH THE DEMOLITION OF THIS PROJECT, SUCH AS, BUT NOT LIMITED TO, SIGNAL POLES, SIGNAL CONTROLS, DRAINAGE STRUCTURES, TRAFFIC SIGNS, UTILITY POLES, GUY WIRES, ETC. 8. ALL WATER AND SEWER WORK & MATERIALS SHALL MEET MWWSSB STANDARDS ALL WATER AND SEWER WORK & MATERIALS SHALL MEET MWWSSB STANDARDS AND SPECIFICATIONS. 9. CONTRACTOR SHALL COORDINATE WITH ALAGASCO TO REMOVE ALL GAS CONTRACTOR SHALL COORDINATE WITH ALAGASCO TO REMOVE ALL GAS SERVICES AND METERS TO THE BUILDINGS. 10. CONTRACTOR SHALL ERECT A 6' CHAIN LINK CONSTRUCTION FENCE AROUND CONTRACTOR SHALL ERECT A 6' CHAIN LINK CONSTRUCTION FENCE AROUND THE CONSTRUCTION AREA. ALL WORK, INCLUDING MATERIAL STORAGE, SHALL BE KEPT WITHIN THIS AREA. 11. CONTRACTOR SHALL RESTORE THE SITE TO A CONDITION ACCEPTABLE TO THE CONTRACTOR SHALL RESTORE THE SITE TO A CONDITION ACCEPTABLE TO THE OWNER. 12. CONTRACTOR TO VERIFY ACTUAL LIMITS OF DEMOLITION. CONTRACTOR TO VERIFY ACTUAL LIMITS OF DEMOLITION. 13. ALL EXISTING ASPHALT TO BE REMOVED MUST BE SAW-CUT AT THE EDGES TO ALL EXISTING ASPHALT TO BE REMOVED MUST BE SAW-CUT AT THE EDGES TO REMAIN. 14. ALL CONCRETE TO BE REMOVED SHALL BE SAW-CUT OR REMOVED TO THE ALL CONCRETE TO BE REMOVED SHALL BE SAW-CUT OR REMOVED TO THE NEAREST JOINT. 15. ADJUST ALL MANHOLE AND VALVE BOXES THAT ARE TO REMAIN TO FINAL ADJUST ALL MANHOLE AND VALVE BOXES THAT ARE TO REMAIN TO FINAL GRADE. 16. CONTRACTOR SHALL PROVIDE AN AS-BUILT DESIGN SURVEY OF THE CONTRACTOR SHALL PROVIDE AN AS-BUILT DESIGN SURVEY OF THE DEMOLISHED SITE, INCLUDING TOPOGRAPHIC AND UTILITY INFORMATION. 17. THE FINISHED SITE SHALL BE CLEAR OF ALL DEBRIS. THE CONTRACTOR THE FINISHED SITE SHALL BE CLEAR OF ALL DEBRIS. THE CONTRACTOR SHALL SEED AND MULCH THE ENTIRE SITE. WATER AS NEEDED IN ORDER TO ACHIEVE A THOROUGH AND CONSISTENT GROUND COVER THAT IS ACCEPTABLE TO OWNER. 18. ALL EXCAVATED MATERIAL MUST BE HAULED OFF OF THE SITE.ALL EXCAVATED MATERIAL MUST BE HAULED OFF OF THE SITE.
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DEMOLITION NOTES
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(3.6m)
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12' MIN.
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50' (15m) MIN.
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SPILLWAY
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FLOW
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FLOW
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ROADWAY
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DIVERSION RIDGE
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FLOW
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FLOW
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20' (6m) R
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NOTES: 1. ALL CONSTRUCTION ENTRANCES SHALL BE ALL CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABLIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PAD
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N.T.S.
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PLAN VIEW
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STRAW BALES, SANDBAGS, OR CONTINUOUS BERM OF EQUIVELENT HEIGHT
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SUPPLY WATER TO WASH WHEELS IF NECESSARY
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2"-3" DIA (MIN) COURSE AGGREGATE MIN. 6" (150mm) THICK
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NOTE: USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED.
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1. SOLID SOD OR LANDSCAPING / MULCHING IS REQUIRED ON ALL SOLID SOD OR LANDSCAPING / MULCHING IS REQUIRED ON ALL DISTURBED AREAS. 2. A MINIMUM OF 4" OF TOPSOIL (AND FERTILIZING) IS REQUIRED FOR ALL A MINIMUM OF 4" OF TOPSOIL (AND FERTILIZING) IS REQUIRED FOR ALL DISTURBED AREAS TO RECEIVE SODDING, PERMANENT MULCHING, OR LANDSCAPING. 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING EROSION AND THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING EROSION AND STABILIZING ALL DISTURBED AREAS ON SITE. 4. PLASTIC SHEETING OR TEMPORARY MULCHING IS REQUIRED TO COVER PLASTIC SHEETING OR TEMPORARY MULCHING IS REQUIRED TO COVER ALL STOCKPILES THAT WILL REMAIN FOR 3 DAYS OR MORE. ALL STOCKPILES TO REMAIN FOR 3 DAYS OR MORE SHALL BE SURROUNDED WITH A SEDIMENT BARRIER (TYPE "A" SILT FENCE OR A 20" WATTLE. 5. GRAVEL SURFACING OR TEMPORARY MULCHING IS REQUIRED FOR ALL GRAVEL SURFACING OR TEMPORARY MULCHING IS REQUIRED FOR ALL DISTURBED AREAS NOT IN AN ACTIVE WORK AREA (DISTURBED AREAS WHERE ACTIVE GRADING OR WORK IS NOT PERFORMED WITHIN 13 DAYS, MINIMUM). 6. ALL CONSTRUCTION SEQUENCING AND TECHNIQUES CANNOT BE ALL CONSTRUCTION SEQUENCING AND TECHNIQUES CANNOT BE ANTICIPATED BY THE ENGINEER, SO THERE MAY BE ADDITIONAL BMP MEASURES THAT WILL BE NEEDED TO SUFFICIENTLY PROTECT THE SITE FROM EROSION AND SEDIMENT TRANSPORT OFF SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND CONSTRUCT THESE BMP'S AND ACCOUNT FOR ALL SCENARIOS AND ACCOUNT FOR ALL BMP'S SHOWN OR OTHERWISE NEEDED IN BASE BID PRICE FOR PROJECT. BMP'S SHOWN ARE THE ENGINEERS ESTIMATE OF THE MINIMUM AMOUNT NEEDED. THE CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR ADDITIONAL BMP'S, INCLUDING TEMPORARY MULCHING OR FOR BMP MAINTENANCE, REPLACEMENT OR REMOVAL.
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EROSION CONTROL NOTES
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STORM SEWER GRATE
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REINFORCED CORNERS
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MANAGEABLE 2 FOOT CONTAINMENT AREA
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LIFT STRAPS
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OPTIONAL OVERFLOW PORTS
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DUMPING STRAPS
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STORM INLET
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CITY/STATE:
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PROJECT:
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DATE:
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DR. NO:
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DR. BY:
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DETAIL OF INLET SEDIMENT CONTROL DEVICE
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DANDY SACK
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TM
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NOTE: THE DANDY SACKÔ WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MANUFACTURED IN THE U.S.A. FROM A WOVEN FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS:
*Note: All Dandy SacksÔ can be ordered with our optional oil absorbent pillows can be ordered with our optional oil absorbent pillows
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*OR SIMILAR - TO BE APPROVED BY ENGINEER
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5' MIN.
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8" WATTLE
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SAND BAGS TO WEIGH DOWN WATTLES ON PAVING
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OVERLAP ENDS PER MANUFACTURES RECOMMENDATIONS (1' MIN., 3' MAX.)
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DROP INLET
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SURFACE FLOW
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SURFACE FLOW
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SURFACE FLOW
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WATTLE INLET PROTECTION
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N.T.S.
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EROSION CONTROL GENERAL NOTES
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1. ANY SLOPE OR FILL WHICH HAS BEEN GRADED, WITHIN THIRTEEN (13) DAYS ANY SLOPE OR FILL WHICH HAS BEEN GRADED, WITHIN THIRTEEN (13) DAYS OF THE COMPLETION OF SUCH GRADING OR COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER MATERIALS SUFFICIENT TO RESTRAIN EROSION. HAY MULCH OR GRAVEL SHALL USED. 2. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL ADEM AND CITY THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL ADEM AND CITY REQUIREMENTS. 3. THE BEST MANAGEMENT PRACTICES (BMP) SHOWN ON THIS PLAN SHALL BE THE BEST MANAGEMENT PRACTICES (BMP) SHOWN ON THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED DURING THE COURSE OF THIS WORK AND UNTIL DISTURBED AREAS ARE EITHER VEGETATED OR STABILIZED AGAINST EROSION. ADEQUATE PROTECTIVE MEASURES SHALL BE PROVIDED FOR THE CONTAINMENT OF HAZARDOUS SUBSTANCES AND ANY OTHER MATERIALS WHICH MAY POLLUTE STORM WATER RUNOFF, INCLUDING PETROLEUM PRODUCTS, LUBRICANTS, AND PAINT. THE CONTRACTOR SHALL PROVIDE A COMMERCIAL DUMPSTER SERVICE FOR THE COLLECTION, REMOVAL AND DISPOSAL OF SUCH MATERIALS FROM SITE. 4. ALL CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS NECESSARY, ALL CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS NECESSARY, MONTHLY IN DRY PERIODS AND WITHIN TWENTY-FOUR (24) HOURS AFTER ANY RAINFALL AT THE SITE OF 0.75 INCH WITHIN TWENTY-FOUR (24) HOUR PERIOD. DURING PROLONGED RAINFALLS, DAILY CHECKS AND REPAIRING SHALL BE DONE. THE CONTRACTOR SHALL MAINTAIN WRITTEN RECORDS OF SUCH CHECKS AND REPAIRS, WHICH RECORDS SHALL BE SUBJECTED TO INSPECTION OF THE OFFICIAL AT ANY REASONABLE TIME. 5. THERE SHALL BE NO VISIBLE FLOATING SCUM, OIL OR OTHER MATTER THERE SHALL BE NO VISIBLE FLOATING SCUM, OIL OR OTHER MATTER CONTAINED IN THE STORM WATER DISCHARGE. THE STORM WATER DISCHARGE MUST NOT CAUSE AN UNNATURAL COLOR OR ODOR IN THE COMMUNITY WATERS AND MUST NOT CONTRIBUTE ANY MATERIALS IN CONCENTRATIONS SUFFICIENT TO BE HAZARDOUS OF OTHERWISE DETRIMENTAL TO HUMANS, LIVESTOCK, WILDLIFE, PLANT LIFE, OR FISH AND AQUATIC LIFE IN THE COMMUNITY WATERS. 6. CONTRACTOR SHALL NOTE THE REQUIREMENTS OF THE BEST MANAGEMENT CONTRACTOR SHALL NOTE THE REQUIREMENTS OF THE BEST MANAGEMENT PLAN (BMP) DETAILS NOTED ON THIS PLAN AND IN THE ALABAMA HANDBOOK HE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL, AND STORMWATER MANAGEMENT MANAGEMENT MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS, LATEST EDITION. 7. CONTRACTOR NEEDS TO HAVE A CLEAR DIRECTION AS TO WHAT NEEDS TO BE CONTRACTOR NEEDS TO HAVE A CLEAR DIRECTION AS TO WHAT NEEDS TO BE ACCOMPLISHED BY THE EROSION CONTROL PLAN AND HOW IT SHALL BE MAINTAINED TO FUNCTION AT ALL TIMES FOR THE DURATION OF CONSTRUCTION ACTIVITIES. 8. CONTRACTOR SHALL INSTALL THE PERIMETER SEDIMENT BARRIERS AND CONTRACTOR SHALL INSTALL THE PERIMETER SEDIMENT BARRIERS AND CONSTRUCTION EXIT PADS BEFORE COMMENCING ANY DISTURBANCE ACTIVITIES. 9. THE CONTRACTOR SHALL PREVENT TRACKING OF SEDIMENT ONTO STREETS AND THE CONTRACTOR SHALL PREVENT TRACKING OF SEDIMENT ONTO STREETS AND SURROUNDING PAVEMENTS. CLEAN UP IS REQUIRED DAILY. 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING CONSTRUCTION EXIT PADS THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING CONSTRUCTION EXIT PADS (CEP) AT ALL LOCATIONS WHERE TRUCKS AND CONSTRUCTION EQUIPMENT ARE EXPECTED TO ENTER/EXIT THE SITE 11. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE NEEDED AT ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE NEEDED AT VARIOUS STAGES OF CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE THEM AND HAVE THEM CONSTRUCTED. 12. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SITE FREE FROM TRASH AND THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SITE FREE FROM TRASH AND OTHER DEBRIS BY ESTABLISHING TRASH COLLECTION AREAS AND PROPERLY MAINTAINING THEM. 13. THE CONTRACTOR SHALL INCLUDE IN HIS BID TO OWNER ALL EROSION THE CONTRACTOR SHALL INCLUDE IN HIS BID TO OWNER ALL EROSION CONTROL ITEMS NECESSARY TO PROTECT THE SITE DURING CONSTRUCTION AND PERMANENTLY RE-ESTABLISH VEGETATION ON ALL DISTURBED AREAS OF THE SITE. INCLUDING BUT NOT LIMITED TO TEMPORARY MULCHING, SLOPE PROTECTION, DITCH LINING AND REPAIR/MAINTENANCE. 14. WHEN NOTICEABLE OR EXCESSIVE DUST IS PRESENT DURING EARTHWORK WHEN NOTICEABLE OR EXCESSIVE DUST IS PRESENT DURING EARTHWORK ACTIVITIES, THE CONTRACTOR SHALL USE WATER APPLIED BY WATER TRUCKS OR OTHER METHODS, TO LIMIT THE LOSS OF SOIL BY WIND EROSION.
