site demolition plans for beecher terrace, phase i phase 1 addendum 2 drawings exhibit c.pdfsite...
TRANSCRIPT
SITE DEMOLITION PLANS
FOR
BEECHER TERRACE, PHASE I
DRAWING NO.
DESCRIPTIONS
INDEX OF DRAWINGS
LOUISVILLE, KENTUCKY
NOVEMBER 10, 2017
BID DOCUMENTS
SHEET NO.
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1
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COVER PAGE
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C-1
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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COVER SHEET
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C-1
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EXISTING CONDITIONS PLAN
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C-4, C-5, C-6
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SITE PREPARATION, EROSION/SEDIMENT CONTROL & DEMOLITION PLAN
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SITE GRADING AND FENCING PLAN
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%%ULOCUS MAP
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N.T.S
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GENERAL NOTES, LEGEND AND ABBREVIATIONS
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C-2
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MISCELLANEOUS DETAILS
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C-7, C-8, C-9
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C-10, C-11, C-12
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C-13
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1
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3
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2
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4, 5, 6
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7, 8, 9
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10, 11, 12
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KEY PLAN
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C-3
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13
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PROJECT SITE
Kentucky 811
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LEGEND:
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SILT FENCE/STRAW BALES (LIMITS OF PHASE 1 DEMOLITION)
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TEMPORARY CHAIN LINK FENCE
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SILT SACK UNDER CATCH BASIN GRATE
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EXISTING STRUCTURE TO BE ABANDONED/REMOVED
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LIMITS OF IMPERVIOUS SURFACE DEMOLITION (OTHER THAN BUILDINGS/STRUCTURES)
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X
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EXISTING UTILITY TO BE ABANDONED
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W
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CUT AND CAP/PLUG
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X
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%%UGENERAL UTILITY AND DEMOLITION NOTES:
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1. EXISTING CONDITIONS AND UTILITIES TAKEN FROM SURVEY INFORMATION PROVIDED BY CIVIL DESIGN, EXISTING CONDITIONS AND UTILITIES TAKEN FROM SURVEY INFORMATION PROVIDED BY CIVIL DESIGN, INC. FOR FIELD WORK PERFORMED FEBRUARY, 2017, AS WELL AS SURVEY INFORMATION FROM BA ENGINEERS PERFORMED JULY, 2017. 2. ALL UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. ALL UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. . INDIVIDUAL SERVICE LINES ARE NOT SHOWN. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY THE UTILITY PROTECTION CENTER KENTUCKY 811 (TOLL FREE PHONE NO. 1-800-752-6007 OR LOCAL NO. 502-266-5123) FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION ON THIS PROJECT. THIS NUMBER WAS ESTABLISHED TO PROVIDE ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ELECTRIC WIRES, GAS AND WATER LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE STATE THAT THE WORK TO BE DONE IS FOR DEMOLITION OF MSD SEWER OR DRAINAGE FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE PLANS AND IN THE TECHNICAL SPECIFICATIONS & SPECIAL PROVISIONS. ALL UTILITY RELOCATIONS AND ADJUSTMENTS ARE THE RESPONSIBILITY OF THE DEVELOPER. 3. PRIOR TO CONSTRUCTION THE CONTRACTOR IS TO FIELD VERIFY ALL UTILITY LOCATIONS, SIZES, PRIOR TO CONSTRUCTION THE CONTRACTOR IS TO FIELD VERIFY ALL UTILITY LOCATIONS, SIZES, TYPE ETC. NEEDED TO COMPLETE THE WORK OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF A CONFLICT COULD EXIST. IF THE CONTRACTOR PROCEEDS WITHOUT CONTACTING THE UTILITY COMPANIES AND DOES NOT NOTIFY THE ARCHITECT/ENGINEER OF POTENTIAL CONFLICTS HE DOES SO AT HIS OWN RISK. 4. CONTRACTOR SHALL COORDINATE WITH PUBLIC AND PRIVATE (LMHA) UTILITY COMPANIES BEFORE CONTRACTOR SHALL COORDINATE WITH PUBLIC AND PRIVATE (LMHA) UTILITY COMPANIES BEFORE ONTRACTOR SHALL COORDINATE WITH PUBLIC AND PRIVATE (LMHA) UTILITY COMPANIES BEFORE PUBLIC AND PRIVATE (LMHA) UTILITY COMPANIES BEFORE UTILITY COMPANIES BEFORE STARTING ANY UTILITY WORK. . 5. REMOVE AND DISPOSE ALL SITE FEATURES SUCH AS CHAIN LINK FENCE, UTILITY STRUCTURES, REMOVE AND DISPOSE ALL SITE FEATURES SUCH AS CHAIN LINK FENCE, UTILITY STRUCTURES, BITUMINOUS CONCRETE AND CONCRETE PAVEMENT, CONCRETE PAD, BUILDING STRUCTURES OR AS INDICATED ON PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DAMAGED UTILITIES CAUSED BY THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DAMAGED UTILITIES CAUSED BY THE HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DAMAGED UTILITIES CAUSED BY THE CONTRACTOR'S OPERATIONS. . 7. DURING SITE DEMOLITION, CONTRACTOR TO PROVIDE CONTROL ACCESS INTO AND OUT OF THE DURING SITE DEMOLITION, CONTRACTOR TO PROVIDE CONTROL ACCESS INTO AND OUT OF THE MINI-VERSITY DAYCARE FACILITY. 8. DRAWINGS C-7, C-8 AND C-9 ARE INTENDED TO GENERALLY SHOW THE DEMOLITION NECESSARY DRAWINGS C-7, C-8 AND C-9 ARE INTENDED TO GENERALLY SHOW THE DEMOLITION NECESSARY TO COMPLETE THE NEW WORK. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VISIT AND OBSERVE THE SITE PRIOR TO SUBMITTING HIS BID AND SHALL INCLUDE IN HIS BID ALL WORK NECESSARY TO ACCOMPLISH THE NEW WORK, WHETHER OR NOT SHOWN ON THESE DEMOLITION DRAWINGS. 9. EXISTING TREES WITHIN THE LIMITS OF PHASE 1 DEMOLITION IDENTIFIED BY SURVEY ARE TO BE EXISTING TREES WITHIN THE LIMITS OF PHASE 1 DEMOLITION IDENTIFIED BY SURVEY ARE TO BE PRESERVED AND PROTECTED BY MEANS OF INSTALLATION OF TREE PROTECTION FENCING, UNLESS SPECIFICALLY NOTED OTHERWISE. 10. FOR CONCRETE REMOVAL, REMOVE TO THE NEAREST CONSTRUCTION JOINT. PROVIDE A CLEAN SAW FOR CONCRETE REMOVAL, REMOVE TO THE NEAREST CONSTRUCTION JOINT. PROVIDE A CLEAN SAW CUT JOINT TO ALL EXISTING EDGES OF CONCRETE TO REMAIN. 11. IF ANY DUMPSTERS REMAIN ON SITE, COORDINATE WITH McCORMACK BARON SALAZAR IF ANY DUMPSTERS REMAIN ON SITE, COORDINATE WITH McCORMACK BARON SALAZAR DEVELOPMENT, INC. (MBSDI) THEIR REMOVAL BY LMHA. 12. ALL DEMOLISHED MATERIALS NOT SPECIFICALLY NOTED TO BE RETURNED TO OWNER ARE TO BE ALL DEMOLISHED MATERIALS NOT SPECIFICALLY NOTED TO BE RETURNED TO OWNER ARE TO BE PROPERLY DISPOSED OF OFFSITE. MBSDI WILL REQUIRE A LANDFILL ACCEPTANCE LETTER FOR EACH PROPOSED DISPOSAL SITE. 13. REFER TO MSD STANDARD SPECIFICATIONS SECTION 4.3.3.7 FOR INSTALLATION OF SEWER CUT & REFER TO MSD STANDARD SPECIFICATIONS SECTION 4.3.3.7 FOR INSTALLATION OF SEWER CUT & CAP STOPPERS AT EXISTING SEWER SERVICES. 14. REFER TO MSD STANDARD SPECIFICATIONS SECTION 5.3.1.2 FOR ABANDONMENT OF SEWERS. REFER TO MSD STANDARD SPECIFICATIONS SECTION 5.3.1.2 FOR ABANDONMENT OF SEWERS. 15. REFER TO LOUISVILLE WATER COMPANY STANDARD SPECIFICATIONS FOR REMOVAL OF EXISTING REFER TO LOUISVILLE WATER COMPANY STANDARD SPECIFICATIONS FOR REMOVAL OF EXISTING WATER SERVICES. EXISTING WATER SERVICES TO BE REMOVED FROM BUILDING FOUNDATIONS TO THE CORPORATION STOP. ANY WATER MAIN SHUT-DOWNS SHALL BE COORDINATED WITH THE LOUISVILLE METRO PUBLIC WORKS DEPARTMENT. 16. CONTACT LOUISVILLE GAS & ELECTRIC TO ARRANGE FOR SHUTDOWNS OF THESE RESPECTIVE CONTACT LOUISVILLE GAS & ELECTRIC TO ARRANGE FOR SHUTDOWNS OF THESE RESPECTIVE UTILITIES FOR SERVICE DISCONNECTIONS. 17. FOR DEMOLITION WITHIN THE CONFINES OF EXISTING BUILDINGS, REFER TO BUILDING ABATEMENT FOR DEMOLITION WITHIN THE CONFINES OF EXISTING BUILDINGS, REFER TO BUILDING ABATEMENT PLANS AND SPECIFICATIONS (BY OTHERS BUT INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS). FOR INSTANCES WHERE EXISTING BUILDING BASEMENT SLABS REMAIN, CONTRACTOR TO BREAK UP SLABS WITH A PNEUMATIC HAMMER AND BACKFILL WITH GRANULAR FILL MATERIAL, COMPACTED IN 12" LIFTS.
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1. THE APPROVED EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PLAN SHALL BE IMPLEMENTED THE APPROVED EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PLAN SHALL BE IMPLEMENTED PRIOR TO AND LAND-DISTURBING ACTIVITY ON THE CONSTRUCTION SITE. ANY MODIFICATIONS TO THE EPSC PLAN MUST BE REVIEWED AND APPROVED PRIOR TO IMPLEMENTATION BY MSD'S DEVELOPMENT AREA TEAM. EPSC BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE INSTALLED PER THE PLAN AND MSD STANDARDS. WHERE CONSTRUCTION OR LAND DISTURBANCE ACTIVITY WILL OR HAS TEMPORARILY CEASED ON ANY PORTION OF A SITE, TEMPORARY SITE STABILIZATION MEASURES SHALL BE REQUIRED AS SOON AS PRACTICABLE, BUT NO LATER THAN 14 DAYS AFTER THE ACTIVITY HAS CEASED. SEDIMENT LADEN WATER ENCOUNTERED DURING TRENCHING, BORING, OR OTHER ACTIVITIES SHALL BE PUMPED INTO A SEDIMENT TRAPPING DEVICE PRIOR TO BEING DISCHARGED. 2. EROSION CONTROLS AND TEMPORARY FENCING TO BE INSTALLED AT THE EDGE OF PROPOSED EROSION CONTROLS AND TEMPORARY FENCING TO BE INSTALLED AT THE EDGE OF PROPOSED WORK. EROSION CONTROLS TO ACT AS A LIMIT OF WORK LINE TO ENSURE THAT NO EQUIPMENT ENCROACHES ON TO ADJACENT PROPERTIES OR ROADWAYS. 3. EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECT TO LIMIT THE MOVEMENT OF SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE PARCEL. ANY ACCUMULATED SEDIMENTS ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED OF PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE INSPECTED BI-WEEKLY AND IMMEDIATELY AFTER A STORM EVENT AND THE CONTROLS REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED. 4. CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT EROSION SHALL NOT CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT EROSION SHALL NOT AFFECT OFF-SITE AREAS (ADJACENT ROADWAYS, ETC.), WHETHER SUCH EROSION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 6. A RESERVE AMOUNT OF EROSION CONTROL MATERIALS ARE TO BE KEPT WITHIN EASY ACCESS ON A RESERVE AMOUNT OF EROSION CONTROL MATERIALS ARE TO BE KEPT WITHIN EASY ACCESS ON SITE AT ALL TIMES. 7. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 8. TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE PROPERLY STABILIZED, PROTECTED AND DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO THE STORM DRAIN SYSTEM, ROADWAYS OR ON TO ADJACENT PARCELS. 9. THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY. EROSION CONTROLS SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY. 10. EROSION CONTROLS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH EROSION CONTROLS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH PAVEMENT, PLANTINGS, OR WITH AN ESTABLISHED STAND OF GRASS. EROSION CONTROLS SHALL NOT BE REMOVED UNTIL SITE STABILIZATION IS COMPLETE. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS AS DIRECTED BY THE ENGINEER, AND/OR OWNER.
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%%UEROSION PREVENTION AND SEDIMENT CONTROL NOTES
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%%USEQUENTIAL PHASING OF DEMOLITION COMPONENTS
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1. COMMENCING FROM W. MUHAMMAD ALI BLVD. IN THE NORTHERLY DIRECTION, INSTALL PERIMETER COMMENCING FROM W. MUHAMMAD ALI BLVD. IN THE NORTHERLY DIRECTION, INSTALL PERIMETER SILTATION CONTROL, TREE PROTECTION FENCING AND CONSTRUCTION CHAIN-LINK FENCING & GATES AS INDICATED ON THE PLANS FROM THE PARK AREA LOCATED AT THE SOUTHEAST CORNER OF THE BEECHER TERRACE DEVELOPMENT, ALONG THE S. 9TH ST. AND S. 10TH ST. SIDEWALKS AND SOUTH OF THE MINI-VERSITY CHILD DEVELOPMENT CENTER DRIVEWAY. 2. COMMENCE DEMOLITION OF 6 RESIDENTIAL BUILDINGS BETWEEN THE PARK AREA AND SOUTH OF THE COMMENCE DEMOLITION OF 6 RESIDENTIAL BUILDINGS BETWEEN THE PARK AREA AND SOUTH OF THE MINI-VERSITY CHILD DEVELOPMENT CENTER. REMOVE & DISPOSE OF ITEMS IDENTIFIED ON THE DEMOLITION PLANS BETWEEN W. MUHAMMAD ALI BLVD. SIDEWALK, S. 9TH ST. SIDEWALK , S. 10TH ST. SIDEWALK AND THE CHAIN-LINK FENCING SOUTH OF AND UP TO THE MINI-VERSITY CHILD DEVELOPMENT CENTER DRIVEWAY WITH THE EXCEPTION OF THE PARK LIGHTING (KEEP IN PLACE UNTIL STEP 7). CONTRACTOR TO REMOVE AND DISPOSE OF SITE COMPONENTS IN THE IMMEDIATE VICINITY OF THE BUILDINGS, INCLUDING THE INTERIOR SIDEWALK SYSTEM SURROUNDING SAID BUILDINGS. AT NO INSTANCE WILL CONSTRUCTION TRAFFIC BE ALLOWED TO UTILIZE THE MINI-VERSITY CHILD DEVELOPMENT CENTER DRIVEWAY DURING ANY SEQUENTIAL DEMOLITION STEPS. SELECTIVE EXISTING TREES WITHIN THIS AREA SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE. REMOVE ALL TREES WITHIN FOOTPRINT OF THE SENIOR BUILDING AND THE LIBERTY STREET EXTENSION RIGHT-OF-WAY. REMAINING EXISTING TREES WITHIN THIS AREA SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE. 3. REGRADE THIS AREA AS INDICATED ON THE DEMOLITION PLANS AND LOAM & SEED. ONCE SEED REGRADE THIS AREA AS INDICATED ON THE DEMOLITION PLANS AND LOAM & SEED. ONCE SEED GERMINATES AND IS SUFFICIENTLY MATURED, REMOVE PERIMETER SILTATION CONTROL FOR THIS AREA. 4. INSTALL PERIMETER SILTATION CONTROL, TREE PROTECTION FENCING AND CONSTRUCTION CHAIN-LINK INSTALL PERIMETER SILTATION CONTROL, TREE PROTECTION FENCING AND CONSTRUCTION CHAIN-LINK FENCING & GATES AS INDICATED ON THE PLANS FOR THE 3 RESIDENTIAL BUILDINGS NORTH OF THE MINI-VERSITY CHILD DEVELOPMENT CENTER AND SOUTH OF W. JEFFERSON ST. SIDEWALK. 5. COMMENCE DEMOLITION OF THE 3 RESIDENTIAL BUILDINGS NORTH OF THE MINI-VERSITY CHILD COMMENCE DEMOLITION OF THE 3 RESIDENTIAL BUILDINGS NORTH OF THE MINI-VERSITY CHILD DEVELOPMENT CENTER DRIVEWAY& PARKING LOT AND SOUTH OF THE W. JEFFERSON ST. SIDEWALK CONSTRUCTION CHAIN-LINK FENCING BETWEEN THE S. 9TH ST. SIDEWALK , S. 10TH ST. SIDEWALK, AS WELL AS SITE COMPONENTS IN THE IMMEDIATE VICINITY OF THESE BUILDINGS, INCLUDING THE INTERIOR SIDEWALK SYSTEM SURROUNDING SAID BUILDINGS. EXISTING TREES WITHIN THIS AREA SHALL BE PRESERVED. 6. REGRADE THIS AREA AS INDICATED ON THE DEMOLITION PLANS AND LOAM & SEED. ONCE SEED REGRADE THIS AREA AS INDICATED ON THE DEMOLITION PLANS AND LOAM & SEED. ONCE SEED GERMINATES AND IS SUFFICIENTLY MATURED, REMOVE PERIMETER SILTATION CONTROL FOR THIS AREA. 7. REMOVE LIGHTING WITHIN THE PARK AREA AT THE SOUTHEAST CORNER OF THE BEECHER TERRACE REMOVE LIGHTING WITHIN THE PARK AREA AT THE SOUTHEAST CORNER OF THE BEECHER TERRACE DEVELOPMENT. RE-SEED DISTURBED LOCATIONS WITHIN THE PARK AREA IF NECESSARY. 8. REMOVE TREE PROTECTION FENCING.REMOVE TREE PROTECTION FENCING.
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%%UGENERAL NOTES
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1. THE LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT AND PUBLIC WORKS STANDARD THE LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT AND PUBLIC WORKS STANDARD SPECIFICATIONS SHALL APPLY. 2. INSTALL CUT AND CAPPING OF EXISTING UTILITY LINES TO THE EDGE OF EASEMENT OR EDGE OF RIGHT INSTALL CUT AND CAPPING OF EXISTING UTILITY LINES TO THE EDGE OF EASEMENT OR EDGE OF RIGHT OF WAY. 3. ROCK SHALL BE SHATTERED TO 6 FEET BEYOND END OF PROPERTY SERVICE CONNECTION. ROCK SHALL BE SHATTERED TO 6 FEET BEYOND END OF PROPERTY SERVICE CONNECTION. 4. VERTICAL DATUM IS REFERENCED TO 1988 NORTH AMERICAN VERTICAL DATUM. VERTICAL DATUM IS REFERENCED TO 1988 NORTH AMERICAN VERTICAL DATUM. 5. SEWAGE FROM THIS SITE DEMOLITION PROJECT IS TREATED AT THE MORRIS FORMAN WASTEWATER SEWAGE FROM THIS SITE DEMOLITION PROJECT IS TREATED AT THE MORRIS FORMAN WASTEWATER TREATMENT PLANT. 6. MSD WILL INSPECT ALL SEWER CUT & CAPS, DISCONNECTIONS AND ABANDONMENTS. MSD WILL INSPECT ALL SEWER CUT & CAPS, DISCONNECTIONS AND ABANDONMENTS. 7. THE MINI-VERSITY CHILD DEVELOPMENT CENTER IS AN ACTIVE DAYCARE FACILITY. IT IS IMPERATIVE THE MINI-VERSITY CHILD DEVELOPMENT CENTER IS AN ACTIVE DAYCARE FACILITY. IT IS IMPERATIVE THAT THE GENERAL CONTRACTOR UNDERSTAND THAT THE SEQUENCING OF THIS SCOPE IS SET UP SO THE WORK DOES NOT DISRUPT THE ACCESS OR ACTIVITIES OF THE FACILITY. 8. THE CONTRACTOR WILL MEET WITH THE MINI-VERSITY DAYCARE FACILITY STAFF WEEKLY AND PROVIDE THE CONTRACTOR WILL MEET WITH THE MINI-VERSITY DAYCARE FACILITY STAFF WEEKLY AND PROVIDE UPDATES ON THE WORK AND THE SCOPES ANTICIPATED FOR THE UPCOMING WEEK. 9. HAZARDOUS MATERIALS ARE PRESENT ON SITE WITHIN EXISTING BUILDING STRUCTURES AND OUTSIDE HAZARDOUS MATERIALS ARE PRESENT ON SITE WITHIN EXISTING BUILDING STRUCTURES AND OUTSIDE EXISTING BUILDING STRUCTURES. REFER TO THE ASBESTOS AND HAZARDOUS MATERIALS ABATEMENT TECHNICAL SPECIFICATION FOR THIS PROJECT.
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%%UJOB SITE SAFETY
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THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY DURING CONSTRUCTION. JOB SITE SAFETY IS OUTSIDE THE SCOPE OF WORK OF SHERMAN CARTER BARNHART (SCB) OR BA ENGINEERS. NEITHER THE PROFESSIONAL ACTIVITIES OR THE PRESENCE OF SCB EMPLOYEES OR SUBCONSULTANTS AT THE CONSTRUCTION SITE SHALL RELIEVE THE CONTRACTOR OR ANY OTHER ENTITY OF THEIR OBLIGATION, DUTIES, AND RESPONSIBILITIES INCLUDED, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCES, TECHNIQUES, TO PROCEDURES NECESSARY FOR PERFORMING SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH AND SAFETY PRECAUTIONS REQUIRED BY GOOD CONSTRUCTION PRACTICES OR ANY REGULATORY AGENCIES. ANYONE USING INFORMATION FROM THESE PLANS ACKNOWLEDGES AND WARRANTS THAT SHERMAN CARTER BARNHART AND BA ENGINEERS IS NOT RESPONSIBLE FOR SITE SAFETY IN ANY WAY.
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LIMITS OF BUILDING/STRUCTURE DEMOLITION
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MSD DOES NOT WARRANT THE DESIGN OR COMPUTATIONS CONTAINED IN THESE PLANS. THE CORRECTNESS OR ACCURACY OF ALL ENGINEERING COMPUTATIONS REMAIN THE SOLE RESPONSIBILITY OF THE APPLICANT'S DESIGN PROFESSIONAL. MSD'S APPROVAL TO PROCEED WITH CONSTRUCTION IS BASED SOLELY ON THAT PROFESSIONAL'S SEAL AND SIGNATURE.
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ABBREVIATIONS:
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DUCTILE IRON
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DI
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DUCTILE IRON CEMENT LINED
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DICL
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POLY VINYL CHLORIDE
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PVC
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STORM DRAIN
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D
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SANITARY SEWER
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S
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INVERT
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INV
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BOTTOM OF CURB
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BC
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TOP OF CURB
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TC
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REMOVE AND DISPOSE
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R&D
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CONNECT TO EXISTING
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CTE
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CONNECT TO NEW
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CTN
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LINEAR FEET
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LF
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CHAIN LINK FENCE
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CLF
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BITUMINOUS
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BIT
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TYPICAL
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TYP
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EXISTING
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EX
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CAST IRON
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CI
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BOTTOM OF WALL
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BW
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TOP OF WALL
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TW
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BOTTOM OF RAMP
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BR
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DMH
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DRAIN MANHOLE
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SANITARY MANHOLE
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SMH
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RECORD UTILITY LOCATION
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(R)
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ROOF DRAIN
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RD
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TO BE DETERMINED
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TBD
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ADJUST
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ADJ
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(ALL UTILITIES TO BE REMOVED WITHIN FOOTPRINT OF PROPOSED SENIOR BUILDING)
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Call 811 Before You Dig
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BUD
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The New Look For Digging Safely in Kentucky
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UNDERGROUND CONDUIT
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UC
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2
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GENERAL NOTES, ABBREVIATIONS AND LEGEND
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C-2
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
S 10T
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LIBERTY CT
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HOT WATER SUPPLY LINE
COLD WATER SUPPLY LINE
TARC
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RECORD NO. 7219-20
24" STORM SEWER
RECORD NO. 7218-19
27" STORM SEWER
RECORD NO. 7219-20
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12
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12
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UTIL.
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8
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6
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8"
6
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6"
6"
6"8"
4
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8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G
6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
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8
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8"W
8"W
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ADDRESS: 900-926 CEDAR CT.
LMHA BLDG.: 5-59
ADDRESS: 928-954 CEDAR CT.
LMHA BLDG.: 5-58
S 81°02'15" E 420.00'
10
5.0
1'
29
.9
9'
S 08°51'43" W
707.99'
67
8.0
0'
N 81°02'15" W 420.00'
N 08°51'43" E
918.00'
N 81°02'15" W 315.00'
S 81°02'15" E 315.00'
S 81°02'15" E 315.00'
S 08°51'43" W
10
5.0
0'
29
.9
9'
N 81°09'27" W 60.04' (TIE)
S 08°51'43" W
918.00'
C-3
KE
Y P
LA
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AutoCAD SHX Text
Existing Sidewalk
AutoCAD SHX Text
WMH
AutoCAD SHX Text
LAWN AREA
AutoCAD SHX Text
DUMP. PAD
AutoCAD SHX Text
DUMP. PAD
AutoCAD SHX Text
30" STORM SEWER RECORD NO. 8125-3
AutoCAD SHX Text
15" STORM
AutoCAD SHX Text
15" STORM
AutoCAD SHX Text
24"
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6"
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12"
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12"
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12"
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12"
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12"
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12"
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12"
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12"
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15"
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15"
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15"
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15"
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10"
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10"
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10"
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10"
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10"
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18"
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18"
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18"
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36"
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36"
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36"
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6"
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6"
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27"
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27"
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24"
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30"
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42"
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8"
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8"
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8"
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6"
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10"
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30"
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36"
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12"
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12"
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3"
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3"
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3"
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16"
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15"
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18"
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34"
AutoCAD SHX Text
38"
AutoCAD SHX Text
38"
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
TMH
AutoCAD SHX Text
TMH
AutoCAD SHX Text
TMH
AutoCAD SHX Text
Ex. MH RIM 459.00 INV 451.28
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
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Conc. Post
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Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
Conc. Post
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
Ex. MH RIM 458.66 INV 450.02
AutoCAD SHX Text
Ex. MH RIM 457.17 INV 449.39
AutoCAD SHX Text
Ex. MH RIM 459.64 INV 454.21
AutoCAD SHX Text
Ex. MH RIM 459.43 SILTED
AutoCAD SHX Text
Ex. MH RIM 459.85 INV 449.17
AutoCAD SHX Text
Ex. MH RIM 459.24 INV 453.70
AutoCAD SHX Text
Ex. MH RIM 457.91 INV 448.87
AutoCAD SHX Text
Ex. MH RIM 457.82 INV 444.86
AutoCAD SHX Text
Ex. MH RIM 457.84 INV 448.06
AutoCAD SHX Text
Ex. MH RIM 459.30 INV 450.60
AutoCAD SHX Text
Ex. Storm MH RIM 460.96 SILTED
AutoCAD SHX Text
Ex. San. MH RIM 459.74 CNO
AutoCAD SHX Text
Ex. San. MH RIM 459.77 INV 433.32
AutoCAD SHX Text
Ex. Water MH RIM 461.59 INV 457.17
AutoCAD SHX Text
Ex. Water MH RIM 462.04 INV 456.07
AutoCAD SHX Text
Ex. Water MH RIM 462.00 INV 457.33
AutoCAD SHX Text
Ex. San. MH RIM 460.91 INV 452.30
AutoCAD SHX Text
Ex. MH RIM 460.68 INV 451.91
AutoCAD SHX Text
Ex. MH RIM 460.47 INV 455.47
AutoCAD SHX Text
UMH
AutoCAD SHX Text
Ex. MH RIM 459.95 INV 453.12
AutoCAD SHX Text
Ex. MH RIM 460.03 INV 453.68
AutoCAD SHX Text
UMH
AutoCAD SHX Text
UMH
AutoCAD SHX Text
UMH
AutoCAD SHX Text
UMH
AutoCAD SHX Text
UMH
AutoCAD SHX Text
UMH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV ABND
AutoCAD SHX Text
Ex. San. MH RIM 459.69
AutoCAD SHX Text
EX. CB GR 456.74 INV 450.33 WATER 451.89
AutoCAD SHX Text
EX. CB GR 456.49 INV 452.94 WATER 453.83
AutoCAD SHX Text
EX. CB GR 456.34 IE 453.78 WATER 454.09
AutoCAD SHX Text
EX. CB GR 456.63 IE 452.23 WATER 454.07
AutoCAD SHX Text
EX. CB GR 459.22 IE 455.91 WATER 456.22
AutoCAD SHX Text
EX. CB GR 459.13
AutoCAD SHX Text
EX. CB GR 458.31 IE 451.91
AutoCAD SHX Text
EX. CB GR 458.40 IE 452.27 WATER 455.79
AutoCAD SHX Text
EX. CB GR 457.44 IE 450.71 WATER 452.16
AutoCAD SHX Text
EX. CB GR 457.96 IE 451.76 WATER 455.26
AutoCAD SHX Text
EX. CB GR 457.95 IE 451.47 WATER 455.62
AutoCAD SHX Text
DUMP. PAD
AutoCAD SHX Text
Post
AutoCAD SHX Text
Post
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Post
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Post
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Post
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Post
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Post
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Post
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TSP
AutoCAD SHX Text
TSB
AutoCAD SHX Text
EJB
AutoCAD SHX Text
TSP
AutoCAD SHX Text
SCO
AutoCAD SHX Text
Existing Sidewalk
AutoCAD SHX Text
Existing Sidewalk
AutoCAD SHX Text
Existing Sidewalk
AutoCAD SHX Text
Existing Sidewalk
AutoCAD SHX Text
Existing Sidewalk
AutoCAD SHX Text
Existing Sidewalk
AutoCAD SHX Text
Ex. MH RIM 458.61 CNO
AutoCAD SHX Text
Ex. MH RIM 458.68 INV 446.76
AutoCAD SHX Text
Ex. MH RIM 458.61 CNO
AutoCAD SHX Text
Ex. MH RIM 461.95 INV 452.65 (SILT)
AutoCAD SHX Text
Ex. MH RIM 462.31 INV 452.65
AutoCAD SHX Text
Ex. MH RIM 461.82 INV 453.59
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
15"
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15"
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24"
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24"
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18"
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6"
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Ex. MH RIM 461.15 INV 453.91
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Ex. MH RIM 458.35 INV 451.40
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Ex. MH RIM 460.38 INV 452.68
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Ex. MH RIM 457.55 INV 450.06
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Ex. MH RIM 459.20 INV 453.16
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Ex. MH RIM 459.50 CNO
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Ex. MH RIM 459.99 NO INVERT
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Ex. MH RIM 460.94 INV 457.09
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Ex. MH RIM 461.00 INV 453.00
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Ex. MH RIM 459.70 INV 454.24 SILTED
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Ex. MH RIM 460.25 INV 450.48
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Ex. MH RIM 460.68 INV 452.38
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Ex. MH RIM 459.10 INV 450.60
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Ex. MH RIM 460.90 INV 455.81
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Ex. MH RIM 459.36 INV 451.75 SILTED
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WV
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WV
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WV
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TMH
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TMH
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TMH
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TMH
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GV
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EJB
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EJB
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GV
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GV
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GV
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EX. CB GR 459.22 IE 454.82 WATER 455.47
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EJB
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EJB
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EX. CB GR 456.75 IE 451.35 WATER 452.59
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EX. CB GR 456.73 IE 453.10
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EX. CB GR 457.47 IE 451.13 WATER 453.62
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EX. CB GR 458.01 IE 450.89 WATER 453.96
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EX. CB GR 458.37 IE 452.00 WATER 453.90
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EX. CB GR 458.92 IE 451.72
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LMHA BLDG.: 5-59
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LMHA BLDG.: 5-58
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LMHA BLDG.: 5-51
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LMHA BLDG.: 5-52
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LMHA BLDG.: 6-55
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LMHA BLDG.: 2-54
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LMHA BLDG.: 6-56
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LMHA BLDG.: 6-57
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LMHA BLDG.: 6-53
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LMHA BLDG.: 6-36
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LMHA BLDG.: 2-40
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LMHA BLDG.: 3-46
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LMHA BLDG.: 8-48
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LOUISVILLE CENTRAL
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COMMUNITY CENTER
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D.B. 10429, PG. 220
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LOUISVILLE METRO
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HOUSING AUTHORITY
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UC
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W. MUHAMMAD ALI BLVD. 60' R/W
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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W. JEFFERSON ST. 90' R/W
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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3
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C-6 C-9 C-12
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C-5 C-8 C-11
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C-4 C-7 C-10
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0
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GRAPHIC SCALE: 1" = 50'
HOT WATER SUPPLY LINE
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SCO
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15"
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24"
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18"
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10"
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42"
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36"
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Ex. MH RIM 459.20 INV 453.16
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Ex. MH RIM 459.50 CNO
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Ex. MH RIM 459.10 INV 450.60
AutoCAD SHX Text
Ex. MH RIM 460.90 INV 455.81
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Ex. MH RIM 459.36 INV 451.75 SILTED
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WV
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WV
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TMH
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EJB
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EX. CB GR 459.22 IE 454.82 WATER 455.47
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EJB
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EX. CB GR 458.37 IE 452.00 WATER 453.90
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EX. CB GR 458.92 IE 451.72
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LMHA BLDG.: 3-46
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LMHA BLDG.: 8-48
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LOUISVILLE METRO
AutoCAD SHX Text
HOUSING AUTHORITY
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W. MUHAMMAD ALI BLVD. 60' R/W
AutoCAD SHX Text
ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
AutoCAD SHX Text
MATCHLINE SEE DRAWING C-5
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
AutoCAD SHX Text
DRAWING NO:
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PROJECT NO.
AutoCAD SHX Text
DATE: 11/10/2017
AutoCAD SHX Text
SHEET NO.:
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BA ENGINEERS, INC.
AutoCAD SHX Text
3407 STONY SPRING CIRCLE
AutoCAD SHX Text
(502) 775-5741 TEL. (502) 775-5742 FAX
AutoCAD SHX Text
A D
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IVISION OF
AutoCAD SHX Text
B
AutoCAD SHX Text
RYANT
AutoCAD SHX Text
A
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SSOCIATES,
AutoCAD SHX Text
I
AutoCAD SHX Text
NC.
AutoCAD SHX Text
LOUISVILLE, KENTUCKY, 40220
AutoCAD SHX Text
McCORMACK BARON SALAZAR
AutoCAD SHX Text
PREPARED FOR:
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OF 13
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0
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0
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20'
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40'
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GRAPHIC SCALE: 1" = 20'
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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4
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%%UNOTES
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1.EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT CRAWL SPACES. BUILDINGS #5-58, #5-59, #6-55 HAVE FULL BASEMENTS.
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L-458.47
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L-458.61
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L-458.68
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4"G
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4"G
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6"G
6"G
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6"G
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6"G
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6"G
6"G
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ADDRESS: 900-926 CEDAR CT.
LMHA BLDG.: 5-59
ADDRESS: 928-954 CEDAR CT.
LMHA BLDG.: 5-58
S 08°51'43" W
707.99'
678.00'
N 08°51'43" E
918.00'
S 08°51'43" W
918.00'
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Existing Sidewalk
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WMH
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LAWN AREA
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DUMP. PAD
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DUMP. PAD
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30" STORM SEWER RECORD NO. 8125-3
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15" STORM
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GV
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GV
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GV
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SCO
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SCO
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SCO
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SCO
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SCO
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SCO
AutoCAD SHX Text
Ex. MH RIM 457.82 INV 444.86
AutoCAD SHX Text
Ex. MH RIM 459.30 INV 450.60
AutoCAD SHX Text
Ex. Storm MH RIM 460.96 SILTED
AutoCAD SHX Text
Ex. Water MH RIM 461.59 INV 457.17
AutoCAD SHX Text
Ex. Water MH RIM 462.04 INV 456.07
AutoCAD SHX Text
Ex. Water MH RIM 462.00 INV 457.33
AutoCAD SHX Text
Ex. San. MH RIM 460.91 INV 452.30
AutoCAD SHX Text
Ex. MH RIM 460.68 INV 451.91
AutoCAD SHX Text
Ex. MH RIM 460.47 INV 455.47
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UMH
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UMH
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UMH
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UMH
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WV
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WV
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WV
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WV ABND
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Ex. San. MH RIM 459.69
AutoCAD SHX Text
EX. CB GR 459.22 IE 455.91 WATER 456.22
AutoCAD SHX Text
EX. CB GR 459.13
AutoCAD SHX Text
EX. CB GR 458.31 IE 451.91
AutoCAD SHX Text
EX. CB GR 457.44 IE 450.71 WATER 452.16
AutoCAD SHX Text
EX. CB GR 457.96 IE 451.76 WATER 455.26
AutoCAD SHX Text
EX. CB GR 457.95 IE 451.47 WATER 455.62
AutoCAD SHX Text
DUMP. PAD
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Post
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Post
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Post
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Post
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Post
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Post
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EJB
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SCO
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Existing Sidewalk
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Existing Sidewalk
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Existing Sidewalk
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Existing Sidewalk
AutoCAD SHX Text
Ex. MH RIM 458.61 CNO
AutoCAD SHX Text
Ex. MH RIM 458.68 INV 446.76
AutoCAD SHX Text
Ex. MH RIM 458.61 CNO
AutoCAD SHX Text
Ex. MH RIM 461.95 INV 452.65 (SILT)
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Ex. MH RIM 462.31 INV 452.65
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Ex. MH RIM 461.82 INV 453.59
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SCO
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24"
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Ex. MH RIM 459.99 NO INVERT
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Ex. MH RIM 460.94 INV 457.09
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Ex. MH RIM 461.00 INV 453.00
AutoCAD SHX Text
Ex. MH RIM 459.70 INV 454.24 SILTED
AutoCAD SHX Text
Ex. MH RIM 460.25 INV 450.48
AutoCAD SHX Text
Ex. MH RIM 460.68 INV 452.38
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TMH
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TMH
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GV
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EJB
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EX. CB GR 457.47 IE 451.13 WATER 453.62
AutoCAD SHX Text
LMHA BLDG.: 5-59
AutoCAD SHX Text
LMHA BLDG.: 5-58
AutoCAD SHX Text
LMHA BLDG.: 6-55
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LMHA BLDG.: 2-54
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LMHA BLDG.: 6-56
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LMHA BLDG.: 6-57
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LMHA BLDG.: 2-40
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UC
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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MATCHLINE SEE DRAWING C-4
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MATCHLINE SEE DRAWING C-6
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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0
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0
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20'
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40'
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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5
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%%UNOTES
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1.EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT CRAWL SPACES. BUILDINGS #5-58, #5-59, #6-55 HAVE FULL BASEMENTS.
LIBERTY CT
S
A
N
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H
T
L-457.88
S
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L-457.61
IE
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IE
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L-459.93
S
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L-460.00
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L-459.69
4"G
4"G
4"G
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4"G
4"G
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8"W
8"W
8"W
8"W
8"W
8"W
8"W
S 81°02'15" E 420.00'
10
5.0
1'
29.99'
N 81°02'15" W 315.00'
S 81°02'15" E 315.00'
S 81°02'15" E 315.00'
S 0
8°5
1'4
3" W
10
5.0
0'
29.99'
C-6
EX
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WM
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WM
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TMH
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TMH
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TMH
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Ex. MH RIM 459.00 INV 451.28
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Conc. Post
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GV
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SCO
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SCO
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SCO
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SCO
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Ex. MH RIM 458.66 INV 450.02
AutoCAD SHX Text
Ex. MH RIM 457.17 INV 449.39
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Ex. MH RIM 459.64 INV 454.21
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Ex. MH RIM 459.43 SILTED
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Ex. MH RIM 459.85 INV 449.17
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Ex. MH RIM 459.24 INV 453.70
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Ex. MH RIM 457.91 INV 448.87
AutoCAD SHX Text
Ex. MH RIM 457.84 INV 448.06
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Ex. MH RIM 459.30 INV 450.60
AutoCAD SHX Text
Ex. San. MH RIM 459.74 CNO
AutoCAD SHX Text
Ex. San. MH RIM 459.77 INV 433.32
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Ex. MH RIM 459.95 INV 453.12
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Ex. MH RIM 460.03 INV 453.68
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WV
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WV
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WV
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WV
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WV ABND
AutoCAD SHX Text
EX. CB GR 456.74 INV 450.33 WATER 451.89
AutoCAD SHX Text
EX. CB GR 456.49 INV 452.94 WATER 453.83
AutoCAD SHX Text
EX. CB GR 456.34 IE 453.78 WATER 454.09
AutoCAD SHX Text
EX. CB GR 456.63 IE 452.23 WATER 454.07
AutoCAD SHX Text
EX. CB GR 458.31 IE 451.91
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EX. CB GR 458.40 IE 452.27 WATER 455.79
AutoCAD SHX Text
DUMP. PAD
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TSP
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TSB
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TSP
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Existing Sidewalk
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Existing Sidewalk
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SCO
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30"
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Ex. MH RIM 461.15 INV 453.91
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Ex. MH RIM 458.35 INV 451.40
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Ex. MH RIM 460.38 INV 452.68
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Ex. MH RIM 457.55 INV 450.06
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Ex. MH RIM 458.33 INV 453.38
AutoCAD SHX Text
WV
AutoCAD SHX Text
TMH
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EJB
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GV
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GV
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GV
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GV
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GV
AutoCAD SHX Text
EX. CB GR 456.75 IE 451.35 WATER 452.59
AutoCAD SHX Text
EX. CB GR 456.73 IE 453.10
AutoCAD SHX Text
EX. CB GR 458.01 IE 450.89 WATER 453.96
AutoCAD SHX Text
LMHA BLDG.: 5-51
AutoCAD SHX Text
LMHA BLDG.: 5-52
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LMHA BLDG.: 6-53
AutoCAD SHX Text
LMHA BLDG.: 6-36
AutoCAD SHX Text
LOUISVILLE CENTRAL
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COMMUNITY CENTER
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D.B. 10429, PG. 220
AutoCAD SHX Text
UC
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UC
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UC
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UC
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UC
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
AutoCAD SHX Text
W. JEFFERSON ST. 90' R/W
AutoCAD SHX Text
MATCHLINE SEE DRAWING C-5
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
AutoCAD SHX Text
DATE: 11/10/2017
AutoCAD SHX Text
SHEET NO.:
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BA ENGINEERS, INC.
AutoCAD SHX Text
3407 STONY SPRING CIRCLE
AutoCAD SHX Text
(502) 775-5741 TEL. (502) 775-5742 FAX
AutoCAD SHX Text
A D
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IVISION OF
AutoCAD SHX Text
B
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RYANT
AutoCAD SHX Text
A
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SSOCIATES,
AutoCAD SHX Text
I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
AutoCAD SHX Text
PREPARED FOR:
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OF 13
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0
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0
AutoCAD SHX Text
20'
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40'
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GRAPHIC SCALE: 1" = 20'
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
AutoCAD SHX Text
ST. LOUIS, MO 63101
AutoCAD SHX Text
6
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%%UNOTES
AutoCAD SHX Text
1.EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT CRAWL SPACES. BUILDINGS #5-58, #5-59, #6-55 HAVE FULL BASEMENTS.
HOT WATER SUPPLY LINE
COLD WATER SUPPLY LINE
TARC
STOP
T
G
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5
8
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8
W
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5
3
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8
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-459.04
C
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W
L-455.28
C
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G
-4
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L-453.68
C
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L-453.40
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L-459.02
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2
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L-458.33
IE
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4
8
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N
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L-457.65
IE
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3
4
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L-459.21
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0
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3
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2
4
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1
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2
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2
6
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18"
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2
2
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2
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2
4
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1
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18"
A
S
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36"
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2
8
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2
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24"
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LM
20"
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L
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1
5
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L
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20"
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20"
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5"
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1
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24"
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L-459.82
IE
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4
9
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6
27" STORM SEWER
RECORD NO. 7219-20
24" STORM SEWER
RECORD NO. 7218-19
27" STORM SEWER
RECORD NO. 7219-20
12
"
12
"
12"
15" STORM SEWER
21" S
AN
. S
EW
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CO
RD
N
O. 7204-5
24" S
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24
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TO
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S
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CO
RD
N
O. 8
12
4-2
18" SEWER
RECORD NO. 6-46-1
SO
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UGE
UGE
UGE
UGE
UGE
UGE
UGE
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SID
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SID
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SIDEWALK
S
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2
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S
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5
9
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4
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5
1
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4
12"
12
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2
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2
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15"RCP
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OE
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OE
OE
OE
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12"W
12"W12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
4
6
2
4
6
1
4
6
0
4
5
8
4
5
9
4
5
94
6
0
4
5
9
461
4
6
2
460
4
6
0
1
2
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1
2
"
12" STORM
8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G
6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G 6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
15" S
EW
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CO
RD
N
O. 7-81
AP
PR
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CA
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N
(N
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15
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N
(N
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N 81°02'15" W 420.00'
N 81°09'27" W 60.04' (TIE)
1
1
SIT
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PA
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N, E
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N/S
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)
C-7
1 12/08/17REV. FENCE
1
AutoCAD SHX Text
SCO
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15"
AutoCAD SHX Text
24"
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18"
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10"
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42"
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36"
AutoCAD SHX Text
Ex. MH RIM 459.20 INV 453.16
AutoCAD SHX Text
Ex. MH RIM 459.50 CNO
AutoCAD SHX Text
Ex. MH RIM 459.10 INV 450.60
AutoCAD SHX Text
Ex. MH RIM 460.90 INV 455.81
AutoCAD SHX Text
Ex. MH RIM 459.36 INV 451.75 SILTED
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
TMH
AutoCAD SHX Text
EJB
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EX. CB GR 459.22 IE 454.82 WATER 455.47
AutoCAD SHX Text
EJB
AutoCAD SHX Text
EX. CB GR 458.37 IE 452.00 WATER 453.90
AutoCAD SHX Text
EX. CB GR 458.92 IE 451.72
AutoCAD SHX Text
LMHA BLDG.: 3-46
AutoCAD SHX Text
LMHA BLDG.: 8-48
AutoCAD SHX Text
LOUISVILLE METRO
AutoCAD SHX Text
HOUSING AUTHORITY
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W. MUHAMMAD ALI BLVD. 60' R/W
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ROY WILKINS AVE. (9TH STREET) 150' R/W
AutoCAD SHX Text
S 10TH STREET 60' R/W
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R & D LIGHT POLE
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R & D LIGHT POLE
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R & D CONCRETE BENCHES
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R & D LIGHT POLE
AutoCAD SHX Text
R & D LIGHT POLE
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R & D LIGHT POLE
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R & D FENCES AND BACKSTOP
AutoCAD SHX Text
R & D CHAIN LINK FENCE
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R & D CONCRETE PAD
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R & D SIDEWALK
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R & D SIGN
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R & D SOCCER GOAL
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R & D TENNIS COURTS
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INSTALL SILT SACK UNDER CB GRATE, TYP.
AutoCAD SHX Text
10' HIGH TEMPORARY CHAIN LINK FENCE WITH FABRIC COVER
AutoCAD SHX Text
R & D 5" GI TREE
AutoCAD SHX Text
R & D 18" TU TREE
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R & D 8" OAK
AutoCAD SHX Text
APPROXIMATE PROPOSED SENIOR BUILDING FOOTPRINT
AutoCAD SHX Text
SEE SEQUENTIAL PHASING STEPS 1-3, 7, 8
AutoCAD SHX Text
R & D 20" TREE
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16' WIDE DOUBLE SWING GATE
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STABILIZED CONSTRUCTION ENTRANCE SEE SHEET C-10 (MSD DETAIL ER-01-03)
AutoCAD SHX Text
SILT FENCE (MSD DETAIL EF-09-02)
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MATCHLINE SEE DRAWING C-8
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%%UNOTES
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1. SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF DEMOLITION COMPONENTS. 2. TREES INDICATED AS R & D (INCLUDING REMOVAL OF THE ROOT BALL) ARE DUE TO TREES INDICATED AS R & D (INCLUDING REMOVAL OF THE ROOT BALL) ARE DUE TO ANTICIPATED CONFLICTS WITH THE SENIOR BLOCK BUILDING, FISKE COURT AND ASSOCIATED SITE WORK. 3. EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT CRAWL SPACES. BUILDINGS #5-58, #5-59, #6-55 HAVE FULL BASEMENTS.
AutoCAD SHX Text
DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
AutoCAD SHX Text
McCORMACK BARON SALAZAR
AutoCAD SHX Text
PREPARED FOR:
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OF 13
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0
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0
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20'
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40'
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GRAPHIC SCALE: 1" = 20'
AutoCAD SHX Text
DEVELOPMENT INC.
AutoCAD SHX Text
720 OLIVE STREET, SUTIE 2500
AutoCAD SHX Text
ST. LOUIS, MO 63101
AutoCAD SHX Text
7
AutoCAD SHX Text
4.EXISTING TREES WITHIN THE LIMITS OF PHASE 1 DEMOLITION IDENTIFIED BY SURVEY ARE TO EXISTING TREES WITHIN THE LIMITS OF PHASE 1 DEMOLITION IDENTIFIED BY SURVEY ARE TO BE PRESERVED AND PROTECTED BY MEANS OF INSTALLATION OF TREE PROTECTION, UNLESS SPECIFICALLY NOTED OTHERWISE.
AutoCAD SHX Text
AS PART OF A PRIOR PROJECT, CHAIN LINK FENCE AND GATES HAVE BEEN PROVIDED AS SHOWN. AS PART OF THE DEMOLITION CONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTING AND MAINTAINING THE FENCE UNTIL FINAL COMPLETION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION, REMOVING, OR ADDING FENCE AND GATES, IN ADDITION TO EROSION CONTROL, AS NECESSARY AND REQUIRED FOR THE DEMOLITION CONTRACT.
S 10T
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CLA
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BASKETBALL
COURT
E
L
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C
.
B
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PLAYGROUND
BB
GOAL
BB
GOAL
S
A
N
.M
H
T
L-458.47
S
A
N
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H
T
L-458.61
S
A
N
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H
T
L-458.68
IE
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4
6
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6
S
A
N
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6
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4'IRON4'IRON
4'IRON
4'IRON
4'IRON
4'IRON 4'IRON
4'IRON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IRON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
4'IR
ON
C
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3
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1
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1
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1
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1
2
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36"
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3
6
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3
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6
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3
4
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12"
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1
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L-459.69
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L-462.19
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L-462.31
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3
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12
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TO
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12
5-3
2
4
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12" 12"
15" STORM
15" STORM
8
"
LO
C
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OC
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S
A
N
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H
T
L-461.02
IE
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5
2
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4
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B
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5
7
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3
W
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5
2
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8
C
B
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G
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5
7
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7
W
L-453.57
O
E
O
E
UTIL.
HATCH
8
"
6
"
8"
8"
6
"
8
"
6"
6"
6"8"
4
6
0
4
6
0
4
6
1
4
6
0
4
6
2
462
462
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
RE
CO
RD
N
O. 7-81
AP
PR
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(N
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ADDRESS: 900-926 CEDAR CT.
LMHA BLDG.: 5-59
ADDRESS: 928-954 CEDAR CT.
LMHA BLDG.: 5-58
S 0
8°5
1'4
3" W
7
07
.9
9'
678.00'
N 0
8°5
1'4
3" E
9
18
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0'
S 0
8°5
1'4
3" W
9
18
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0'
1
1
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C-8
1 12/08/17REV. FENCE
1
AutoCAD SHX Text
Existing Sidewalk
AutoCAD SHX Text
WMH
AutoCAD SHX Text
LAWN AREA
AutoCAD SHX Text
DUMP. PAD
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DUMP. PAD
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30" STORM SEWER RECORD NO. 8125-3
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15" STORM
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15" STORM
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24"
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6"
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12"
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12"
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12"
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12"
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12"
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12"
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12"
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12"
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12"
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34"
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GV
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GV
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GV
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SCO
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SCO
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SCO
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SCO
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SCO
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SCO
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Ex. MH RIM 457.82 INV 444.86
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Ex. MH RIM 459.30 INV 450.60
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Ex. Storm MH RIM 460.96 SILTED
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Ex. Water MH RIM 461.59 INV 457.17
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Ex. Water MH RIM 462.04 INV 456.07
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Ex. Water MH RIM 462.00 INV 457.33
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Ex. San. MH RIM 460.91 INV 452.30
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Ex. MH RIM 460.68 INV 451.91
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Ex. MH RIM 460.47 INV 455.47
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UMH
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UMH
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UMH
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UMH
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UMH
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UMH
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WV
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WV ABND
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EX. CB GR 459.22 IE 455.91 WATER 456.22
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EX. CB GR 459.13
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EX. CB GR 458.31 IE 451.91
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EX. CB GR 457.44 IE 450.71 WATER 452.16
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EX. CB GR 457.96 IE 451.76 WATER 455.26
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EX. CB GR 457.95 IE 451.47 WATER 455.62
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DUMP. PAD
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Post
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EJB
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SCO
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Existing Sidewalk
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Existing Sidewalk
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Existing Sidewalk
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Existing Sidewalk
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Ex. MH RIM 458.61 CNO
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Ex. MH RIM 458.68 INV 446.76
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Ex. MH RIM 458.61 CNO
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Ex. MH RIM 461.95 INV 452.65 (SILT)
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Ex. MH RIM 462.31 INV 452.65
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Ex. MH RIM 461.82 INV 453.59
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SCO
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24"
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10"
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6"
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Ex. MH RIM 459.99 NO INVERT
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Ex. MH RIM 460.94 INV 457.09
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Ex. MH RIM 461.00 INV 453.00
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Ex. MH RIM 459.70 INV 454.24 SILTED
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Ex. MH RIM 460.25 INV 450.48
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Ex. MH RIM 460.68 INV 452.38
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TMH
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TMH
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GV
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EJB
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EX. CB GR 457.47 IE 451.13 WATER 453.62
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LMHA BLDG.: 5-59
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LMHA BLDG.: 5-58
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LMHA BLDG.: 6-55
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LMHA BLDG.: 2-54
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LMHA BLDG.: 6-56
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LMHA BLDG.: 6-57
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LMHA BLDG.: 2-40
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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R & D PLAYGROUND
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R & D CONCRETE SIDEWALK NETWORK (TYP.)
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R & D PARK LIGHTING
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R & D COAL STORAGE ROOM SYSTEM AS PART OF BUILDING/STORAGE DEMOLITION
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IRON FENCE, SEE NOTE 4
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R & D DUMPSTER PAD & CONC. WALL
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R & D DUMPSTER PAD & CONC. WALL
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SEE SEQUENTIAL PHASING STEPS 1-3, 7, 8
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STABILIZED CONSTRUCTION ENTRANCE SEE SHEET C-11 (MSD DETAIL ER-01-03)
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INSTALL SILT SACK UNDER CB GRATE, TYP.
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R & D ASPHALT BASKETBALL COURT & BASKETBALL HOOPS
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R & D LIGHT POLE
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ADJ
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R & D 15" ASH
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R & D 34" MAPLE
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R & D 16" TREE
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R & D 12" MAPLES
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R & D 38" OAKS
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R & D 3" DW
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R & D 18" MAPLE
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R & D 36" OAK
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R & D 10" MAPLE
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R & D 18" OAKS
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ADJ
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R & D 8" L0CUST
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R & D 12" LOCUST
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R & D 15" OAK
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R & D STEAM PIPES, TYP.
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R & D MH
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R & D WMH
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R & D 6" CR MAPLE
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APPROXIMATE PROPOSED SENIOR BUILDING FOOTPRINT
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SEE SEQUENTIAL PHASING STEPS 4-6, 10, 11
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R & D 15" OAK
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LIBERTY STREET EXTENSION RIGHT-OF-WAY LINE
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R & D 3" C.E.
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SEE NOTE 8
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16' WIDE DOUBLE SWING GATE
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10' HIGH TEMPORARY CHAIN LINK FENCE WITH FABRIC COVER
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SILT FENCE (MSD DETAIL EF-09-02)
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R & D BUILDING
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R & D BUILDING
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R & D BUILDING
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MATCHLINE SEE DRAWING C-7
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MATCHLINE SEE DRAWING C-9
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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0
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0
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20'
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40'
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GRAPHIC SCALE: 1" = 20'
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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8
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%%UNOTES
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1. SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF DEMOLITION COMPONENTS. 2. TREES INDICATED AS R & D (INCLUDING REMOVAL OF THE ROOT BALL) ARE DUE TO TREES INDICATED AS R & D (INCLUDING REMOVAL OF THE ROOT BALL) ARE DUE TO ANTICIPATED CONFLICTS WITH THE SENIOR BLOCK BUILDING, LIBERTY STREET EXTENSION AND ASSOCIATED SITE WORK. 3. EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT CRAWL SPACES. BUILDINGS #5-58, #5-59, #6-55 HAVE FULL BASEMENTS. 4. CONTRACTOR TO REMOVE AND STACK ALL FENCE SECTIONS AND LIMESTONE CURB FOR CONTRACTOR TO REMOVE AND STACK ALL FENCE SECTIONS AND LIMESTONE CURB FOR DELIVERY TO A LOCATION DESIGNATED AT A LATER DATE WITHIN METRO LOUISVILLE. ALL FENCE POSTS TO BE R & D. 5. CONTRACTOR TO REMOVE AND CUT & CAP ALL EXISTING UTILITY LINES AND STRUCTURES CONTRACTOR TO REMOVE AND CUT & CAP ALL EXISTING UTILITY LINES AND STRUCTURES WITHIN THE PROPOSED SENIOR BUILDING FOOTPRINT. CONTRACTOR TO REMOVE ALL EXISTING STEAM LINES SOUTH OF THE NORTHERLY LIBERTY STREET EXTENSION RIGHT-OF-WAY. CONTRACTOR TO CUT & CAP ALL REMAINING UTILITY MAINS AND SERVICES AT THE NORTHERLY LIBERTY STREET EXTENSION RIGHT-OF-WAY LINE.
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6. SEE SHEET C-11 FOR LOCATION AND LIMITS OF THE STABILIZED CONSTRUCTION ENTRANCE SEE SHEET C-11 FOR LOCATION AND LIMITS OF THE STABILIZED CONSTRUCTION ENTRANCE AND ACCESS GATE FENCE. 7. EXISTING TREES WITHIN THE LIMITS OF PHASE 1 DEMOLITION IDENTIFIED BY SURVEY ARE TO EXISTING TREES WITHIN THE LIMITS OF PHASE 1 DEMOLITION IDENTIFIED BY SURVEY ARE TO BE PRESERVED AND PROTECTED BY MEANS OF INSTALLATION OF TREE PROTECTION, UNLESS SPECIFICALLY NOTED OTHERWISE. 8. CUT & CAP EXISTING AT&T UNDERGROUND CABLES AT RIGHT-OF-WAY LINE AND 5' CUT & CAP EXISTING AT&T UNDERGROUND CABLES AT RIGHT-OF-WAY LINE AND 5' OUTSIDE EXISTING BUILDINGS SLATED FOR DEMOLITION (TYP.)
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AS PART OF A PRIOR PROJECT, CHAIN LINK FENCE AND GATES HAVE BEEN PROVIDED AS SHOWN. AS PART OF THE DEMOLITION CONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTING AND MAINTAINING THE FENCE UNTIL FINAL COMPLETION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION, REMOVING, OR ADDING FENCE AND GATES, IN ADDITION TO EROSION CONTROL, AS NECESSARY AND REQUIRED FOR THE DEMOLITION CONTRACT.
LIBERTY CT
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L-457.88
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L-457.61
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L-459.93
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L-459.69
4"G
4"G
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4"G
4"G
4"G
4"G
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4"G
4"G
4"G
4"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
S 81°02'15" E 420.00'
105.01'
29.99'
N 81°02'15" W 315.00'
S 81°02'15" E 315.00'
S 81°02'15" E 315.00'
S 08°51'43" W
105.00'
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36"
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6"
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27"
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27"
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30"
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WM
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WM
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TMH
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TMH
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TMH
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Ex. MH RIM 459.00 INV 451.28
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Conc. Post
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Conc. Post
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GV
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SCO
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SCO
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SCO
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SCO
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Ex. MH RIM 458.66 INV 450.02
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Ex. MH RIM 457.17 INV 449.39
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Ex. MH RIM 459.64 INV 454.21
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Ex. MH RIM 459.43 SILTED
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Ex. MH RIM 459.85 INV 449.17
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Ex. MH RIM 459.24 INV 453.70
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Ex. MH RIM 457.91 INV 448.87
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Ex. MH RIM 457.84 INV 448.06
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Ex. MH RIM 459.30 INV 450.60
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Ex. San. MH RIM 459.74 CNO
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Ex. San. MH RIM 459.77 INV 433.32
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Ex. MH RIM 459.95 INV 453.12
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Ex. MH RIM 460.03 INV 453.68
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WV
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WV
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WV
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WV
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WV ABND
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EX. CB GR 456.74 INV 450.33 WATER 451.89
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EX. CB GR 456.49 INV 452.94 WATER 453.83
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EX. CB GR 456.34 IE 453.78 WATER 454.09
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EX. CB GR 456.63 IE 452.23 WATER 454.07
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EX. CB GR 458.31 IE 451.91
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EX. CB GR 458.40 IE 452.27 WATER 455.79
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DUMP. PAD
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TSP
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TSB
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TSP
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Existing Sidewalk
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Existing Sidewalk
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SCO
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15"
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18"
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30"
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Ex. MH RIM 459.63 INV 454.30
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Ex. MH RIM 461.15 INV 453.91
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Ex. MH RIM 458.35 INV 451.40
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Ex. MH RIM 460.38 INV 452.68
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Ex. MH RIM 457.55 INV 450.06
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Ex. MH RIM 458.33 INV 453.38
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WV
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TMH
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EJB
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GV
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GV
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GV
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GV
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GV
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EX. CB GR 456.75 IE 451.35 WATER 452.59
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EX. CB GR 456.73 IE 453.10
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EX. CB GR 458.01 IE 450.89 WATER 453.96
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LMHA BLDG.: 5-51
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LMHA BLDG.: 5-52
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LMHA BLDG.: 6-53
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LMHA BLDG.: 6-36
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LOUISVILLE CENTRAL
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COMMUNITY CENTER
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D.B. 10429, PG. 220
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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UC
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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W. JEFFERSON ST. 90' R/W
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R & D CONCRETE SIDEWALK NETWORK (TYP.)
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SEE SEQUENTIAL PHASING STEPS 4-8
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SEE SEQUENTIAL PHASING STEPS 1-3, 7, 8
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R & D LIGHT POLE
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SEE SEQUENTIAL PHASING STEPS 4-8
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ADJ
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ADJ
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ADJ
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ADJ
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ADJ MH
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NOT A CONSTRUCTION ENTRANCE (SEE NOTE 5)
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EXISTING OVERHEAD LINE TO MINI-VERSITY TO REMAIN IN SERVICE THROUGHOUT DEMOLITION OPERATIONS
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SEE NOTE 7
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STABILIZED CONSTRUCTION ENTRANCE SEE SHEET C-12 (MSD DETAIL ER-01-03)
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16' WIDE DOUBLE SWING GATE
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IRON FENCE, SEE NOTE 4
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R & D BUILDING
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R & D BUILDING
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R & D BUILDING
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10' HIGH TEMPORARY CHAIN LINK FENCE WITH FABRIC COVER
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SILT FENCE (MSD DETAIL EF-09-02)
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MATCHLINE SEE DRAWING C-8
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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0
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0
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20'
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40'
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GRAPHIC SCALE: 1" = 20'
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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9
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%%UNOTES
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1. SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF DEMOLITION COMPONENTS. 2. EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT EXISTING BUILDINGS #5-51, #5-52, #2-54, #6-53, #6-56, #6-57 HAVE BASEMENT CRAWL SPACES. BUILDINGS #5-58, #5-59, #6-55 HAVE FULL BASEMENTS. 3. SEE SHEET C-12 FOR LOCATION AND LIMITS OF THE STABILIZED CONSTRUCTION SEE SHEET C-12 FOR LOCATION AND LIMITS OF THE STABILIZED CONSTRUCTION ENTRANCE AND ACCESS GATE FENCE. 4. CONTRACTOR TO REMOVE AND STACK ALL FENCE SECTIONS AND LIMESTONE CURB FOR CONTRACTOR TO REMOVE AND STACK ALL FENCE SECTIONS AND LIMESTONE CURB FOR DELIVERY TO A LOCATION DESIGNATED AT A LATER DATE WITHIN METRO LOUISVILLE. ALL FENCE POSTS TO BE R & D. 5. THE MINI-VERSITY CHILD DEVELOPMENT CENTER IS AN ACTIVE DAYCARE FACILITY. IT IS THE MINI-VERSITY CHILD DEVELOPMENT CENTER IS AN ACTIVE DAYCARE FACILITY. IT IS IMPERATIVE THAT THE GENERAL CONTRACTOR UNDERSTAND THAT THE SEQUENCING OF THIS SCOPE IS SET UP SO THE WORK DOES NOT DISRUPT THE ACCESS OR ACTIVITIES OF THE FACILITY. 6. EXISTING TREES WITHIN THE LIMITS OF PHASE 1 DEMOLITION IDENTIFIED BY SURVEY ARE EXISTING TREES WITHIN THE LIMITS OF PHASE 1 DEMOLITION IDENTIFIED BY SURVEY ARE TO BE PRESERVED AND PROTECTED BY MEANS OF INSTALLATION OF TREE PROTECTION FENCING, UNLESS SPECIFICALLY NOTED OTHERWISE. 7. CUT & CAP EXISTING AT&T UNDERGROUND CABLES 5' OUTSIDE EXISTING BUILDINGS CUT & CAP EXISTING AT&T UNDERGROUND CABLES 5' OUTSIDE EXISTING BUILDINGS SLATED FOR DEMOLITION (TYP.)
AutoCAD SHX Text
AS PART OF A PRIOR PROJECT, CHAIN LINK FENCE AND GATES HAVE BEEN PROVIDED AS SHOWN. AS PART OF THE DEMOLITION CONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTING AND MAINTAINING THE FENCE UNTIL FINAL COMPLETION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION, REMOVING, OR ADDING FENCE AND GATES, IN ADDITION TO EROSION CONTROL, AS NECESSARY AND REQUIRED FOR THE DEMOLITION CONTRACT.
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N 81°09'27" W 60.04' (TIE)
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1 12/08/17REV. FENCE
1
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SCO
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15"
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24"
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18"
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10"
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42"
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36"
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Ex. MH RIM 459.20 INV 453.16
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Ex. MH RIM 459.50 CNO
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Ex. MH RIM 459.10 INV 450.60
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Ex. MH RIM 460.90 INV 455.81
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Ex. MH RIM 459.36 INV 451.75 SILTED
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WV
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WV
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TMH
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EJB
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EX. CB GR 459.22 IE 454.82 WATER 455.47
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EJB
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EX. CB GR 458.37 IE 452.00 WATER 453.90
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EX. CB GR 458.92 IE 451.72
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LMHA BLDG.: 3-46
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LMHA BLDG.: 8-48
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LOUISVILLE METRO
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HOUSING AUTHORITY
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W. MUHAMMAD ALI BLVD. 60' R/W
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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INSTALL SILT SACK UNDER CB GRATE, TYP.
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461
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460
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459
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462
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16' WIDE DOUBLE SWING GATE
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STABILIZED CONSTRUCTION ENTRANCE (MSD DETAIL ER-01-03)
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10' HIGH TEMPORARY CHAIN LINK FENCE WITH FABRIC COVER
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SILT FENCE (MSD DETAIL EF-09-02)
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MATCHLINE SEE DRAWING C-11
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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0
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0
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20'
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40'
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GRAPHIC SCALE: 1" = 20'
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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10
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%%UNOTES
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1.SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF DEMOLITION COMPONENTS.
AutoCAD SHX Text
AS PART OF A PRIOR PROJECT, CHAIN LINK FENCE AND GATES HAVE BEEN PROVIDED AS SHOWN. AS PART OF THE DEMOLITION CONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTING AND MAINTAINING THE FENCE UNTIL FINAL COMPLETION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION, REMOVING, OR ADDING FENCE AND GATES, IN ADDITION TO EROSION CONTROL, AS NECESSARY AND REQUIRED FOR THE DEMOLITION CONTRACT.
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)
ADDRESS: 900-926 CEDAR CT.
LMHA BLDG.: 5-59
ADDRESS: 928-954 CEDAR CT.
LMHA BLDG.: 5-58
S 08°51'43" W
707.99'
678.00'
N 08°51'43" E
918.00'
S 08°51'43" W
918.00'
1
1
1
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112/08/17REV. FENCE
1
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WMH
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LAWN AREA
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DUMP. PAD
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DUMP. PAD
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30" STORM SEWER RECORD NO. 8125-3
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15" STORM
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GV
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GV
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SCO
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SCO
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SCO
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SCO
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SCO
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SCO
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Ex. MH RIM 459.30 INV 450.60
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Ex. Storm MH RIM 460.96 SILTED
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Ex. Water MH RIM 461.59 INV 457.17
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Ex. Water MH RIM 462.04 INV 456.07
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Ex. Water MH RIM 462.00 INV 457.33
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Ex. San. MH RIM 460.91 INV 452.30
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Ex. MH RIM 460.68 INV 451.91
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Ex. MH RIM 460.47 INV 455.47
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UMH
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UMH
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UMH
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UMH
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UMH
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UMH
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UMH
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WV
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WV
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WV
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WV ABND
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EX. CB GR 459.22 IE 455.91 WATER 456.22
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EX. CB GR 459.13
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EX. CB GR 458.31 IE 451.91
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EX. CB GR 457.44 IE 450.71 WATER 452.16
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EX. CB GR 457.96 IE 451.76 WATER 455.26
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EX. CB GR 457.95 IE 451.47 WATER 455.62
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DUMP. PAD
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Post
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Post
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Post
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Post
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Post
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Post
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Post
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EJB
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SCO
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Existing Sidewalk
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SCO
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24"
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Ex. MH RIM 461.00 INV 453.00
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Ex. MH RIM 460.25 INV 450.48
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TMH
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TMH
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GV
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EJB
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EX. CB GR 457.47 IE 451.13 WATER 453.62
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LMHA BLDG.: 5-59
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LMHA BLDG.: 5-58
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LMHA BLDG.: 6-55
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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TEMPORARY SEDIMENT TRAP FOR URBAN AREAS (MSD EXHIBIT 12-9A)
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INSTALL SILT SACK UNDER CB GRATE, TYP.
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459
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460
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460
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459
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461
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461
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460
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462
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461
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461
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460
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459
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459
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SEDIMENTATION BASIN
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461
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STABILIZED CONSTRUCTION ENTRANCE (MSD DETAIL ER-01-03)
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16' WIDE DOUBLE SWING GATE
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10' HIGH TEMPORARY CHAIN LINK FENCE WITH FABRIC COVER
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SILT FENCE (MSD DETAIL EF-09-02)
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MATCHLINE SEE DRAWING C-10
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MATCHLINE SEE DRAWING C-12
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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0
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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11
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%%UNOTES
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1.SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF DEMOLITION COMPONENTS.
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AS PART OF A PRIOR PROJECT, CHAIN LINK FENCE AND GATES HAVE BEEN PROVIDED AS SHOWN. AS PART OF THE DEMOLITION CONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTING AND MAINTAINING THE FENCE UNTIL FINAL COMPLETION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION, REMOVING, OR ADDING FENCE AND GATES, IN ADDITION TO EROSION CONTROL, AS NECESSARY AND REQUIRED FOR THE DEMOLITION CONTRACT.
LIBERTY CT
S
A
N
.M
H
T
L-457.88
S
A
N
.M
H
T
L-457.61
IE
-4
5
1
.2
5
S
A
N
.M
H
T
L-457.91
IE
-4
4
8
.0
6 S
A
N
.M
H
T
L-459.93
S
A
N
.M
H
T
L-460.00
S
A
N
.M
H
T
L-459.69
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
4"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
6"G
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
S 81°02'15" E 420.00'
10
5.0
1'
29.99'
N 81°02'15" W 315.00'
S 81°02'15" E 315.00'
S 81°02'15" E 315.00'
S 0
8°5
1'4
3" W
10
5.0
0'
29.99'
1
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WM
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WM
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TMH
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TMH
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TMH
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GV
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SCO
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SCO
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SCO
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Ex. MH RIM 457.17 INV 449.39
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Ex. MH RIM 459.24 INV 453.70
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Ex. MH RIM 457.91 INV 448.87
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Ex. MH RIM 457.84 INV 448.06
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Ex. MH RIM 459.30 INV 450.60
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Ex. San. MH RIM 459.74 CNO
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Ex. San. MH RIM 459.77 INV 433.32
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Ex. MH RIM 459.95 INV 453.12
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Ex. MH RIM 460.03 INV 453.68
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WV
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WV
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WV
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WV
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WV ABND
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EX. CB GR 456.74 INV 450.33 WATER 451.89
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EX. CB GR 456.49 INV 452.94 WATER 453.83
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EX. CB GR 456.34 IE 453.78 WATER 454.09
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EX. CB GR 456.63 IE 452.23 WATER 454.07
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EX. CB GR 458.31 IE 451.91
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EX. CB GR 458.40 IE 452.27 WATER 455.79
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DUMP. PAD
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TSP
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TSB
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TSP
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Existing Sidewalk
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Existing Sidewalk
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SCO
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15"
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18"
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30"
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Ex. MH RIM 458.35 INV 451.40
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Ex. MH RIM 460.38 INV 452.68
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Ex. MH RIM 457.55 INV 450.06
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Ex. MH RIM 458.33 INV 453.38
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WV
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TMH
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EJB
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GV
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GV
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GV
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GV
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GV
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EX. CB GR 456.75 IE 451.35 WATER 452.59
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EX. CB GR 456.73 IE 453.10
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EX. CB GR 458.01 IE 450.89 WATER 453.96
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LMHA BLDG.: 5-51
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LMHA BLDG.: 5-52
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LMHA BLDG.: 6-53
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LMHA BLDG.: 6-36
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LOUISVILLE CENTRAL
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COMMUNITY CENTER
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D.B. 10429, PG. 220
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UC
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UC
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UC
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UC
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ROY WILKINS AVE. (9TH STREET) 150' R/W
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S 10TH STREET 60' R/W
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W. JEFFERSON ST. 90' R/W
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459
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459
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460
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458
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NOT A CONSTRUCTION ENTRANCE (SEE NOTE 5)
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STABILIZED CONSTRUCTION ENTRANCE (MSD DETAIL ER-01-03)
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16' WIDE DOUBLE SWING GATE
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EXISTING OVERHEAD LINE TO MINI-VERSITY TO REMAIN IN SERVICE THROUGHOUT DEMOLITION OPERATIONS
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10' HIGH TEMPORARY CHAIN LINK FENCE WITH FABRIC COVER
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SILT FENCE (MSD DETAIL EF-09-02)
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MATCHLINE SEE DRAWING C-11
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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0
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0
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40'
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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12
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%%UNOTES
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1. SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF SEE SHEET C-2 FOR NOTES, LEGEND, ABBREVIATIONS, AND SEQUENTIAL PHASING OF DEMOLITION COMPONENTS. 2. THE MINI-VERSITY CHILD DEVELOPMENT CENTER IS AN ACTIVE DAYCARE FACILITY. IT IS THE MINI-VERSITY CHILD DEVELOPMENT CENTER IS AN ACTIVE DAYCARE FACILITY. IT IS IMPERATIVE THAT THE GENERAL CONTRACTOR UNDERSTAND THAT THE SEQUENCING OF THIS SCOPE IS SET UP SO THE WORK DOES NOT DISRUPT THE ACCESS OR ACTIVITIES OF THE FACILITY.
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AS PART OF A PRIOR PROJECT, CHAIN LINK FENCE AND GATES HAVE BEEN PROVIDED AS SHOWN. AS PART OF THE DEMOLITION CONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTING AND MAINTAINING THE FENCE UNTIL FINAL COMPLETION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION, REMOVING, OR ADDING FENCE AND GATES, IN ADDITION TO EROSION CONTROL, AS NECESSARY AND REQUIRED FOR THE DEMOLITION CONTRACT.
GROUND
1
1 12/08/17REV. FENCE
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FINISHED GRADE
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PREPARED AND
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COMPACTED TOPSOIL BORROW
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UNDISTURBED OR
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COMPACTED SUBGRADE
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SEED BED
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6"
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LOAM AND SEED AREA
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NOT TO SCALE
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EXISTING GRADE
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%%USEDIMENTATION CONTROL AT CATCH BASIN
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NOT TO SCALE
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%%UPLAN
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%%USECTION A-A
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A
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A
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INSTALL FILTER FABRIC UNDER CATCH BASIN GRATE
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SILT SOCKS (TYP.)
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STAKE (TYP.)
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INSTALL SILTSACK UNDER CATCH BASIN GRATE
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EXISTING GRADE
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CATCH BASIN, TYP.
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CATCH BASIN GRATE
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%%USILT SACK AT CATCH BASIN ON PAVEMENT
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NOT TO SCALE
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FLAGGING
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SECURE FENCING TO METAL POSTS
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4' HEIGHT
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BETWEEN POSTS
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10' MAX.
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DRIVEN 2' INTO THE
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6' MIN. METAL 'T' FENCE POSTS
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WELDED WIRE FENCE 14/14 GA. GALVANIZED WIRE 2"X4" OPENING
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NOTES 1. PRACTICE MAY BE COMBINED WITH SEDIMENT CONTROL FENCING. 2. LOCATION AND LIMITS OF FENCING SHALL COORDINATED IN FIELD WITH ARBORIST. 3. BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED PRIOR TO INSTALLING PROTECTIVE DEVICE. PROTECTIVE DEVICE. 4. ROOT DAMAGE SHOULD BE AVOIDED. 5. FENCING SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.
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%%UTREE PROTECTION FENCE DETAIL
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NOT TO SCALE
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FROM OFF-SITE
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SEE ADDENDUM 1 FENCE SPECIFICATION FOR FENCE AND GATE DETAIL
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DESIGNED BY:
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DRAWN BY:
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RECORD DWGS:
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CHECKED BY:
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JRC
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RAS
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ERM
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XXX
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SHEET TITLE:
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PROJECT TITLE:
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BEECHER TERRACE PHASE 1 DEMOLITION
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NO.
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DATE
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SCALE: AS INDICATED
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DRAWING NO:
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PROJECT NO.
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DATE: 11/10/2017
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SHEET NO.:
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REVISION
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BA ENGINEERS, INC.
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3407 STONY SPRING CIRCLE
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(502) 775-5741 TEL. (502) 775-5742 FAX
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A D
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IVISION OF
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B
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RYANT
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A
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SSOCIATES,
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I
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NC.
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LOUISVILLE, KENTUCKY, 40220
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McCORMACK BARON SALAZAR
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PREPARED FOR:
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OF 13
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DEVELOPMENT INC.
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720 OLIVE STREET, SUTIE 2500
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ST. LOUIS, MO 63101
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MISCELLANEOUS DETAILS (SHEET 1 OF 2)
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13
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C-13