CONSTRUCTION PLANS FOR ENTERPRISE RENTAL CAR

Transcription

1 CONSTRUCTION PLANS FOR VICINITY MAP (NOT TO SCALE) DEVELOPER/OWNER: CHRISTOPHER SLOVAN ENTERPRISE HOLDINGS, INC. 284 MALLORY STATION RD, SUITE 120 FRANKLIN, TN PH: DAVIDSON CO., TENNESSSEE LOCAL UTILITIES METRO WATER AND SANITARY SEWER: 800 SECOND AVENUE SOUTH PO BOX CONTACT: AARON THOMAS (ENGINEERING) PH: ELECTRICITY: NES 1214 CHURCH STREET NASHVILLE, TN CONTACT: PAUL JACKSON (ENGINEERING) PH: METRO PUBLIC WORKS: 800 SECOND AVENUE SOUTH NASHVILLE, TN CONTACT: PLAN REVIEW, GRADING PERMITS: BEN YORK, PH: PERMITS, CURB & SIDEWALK INSPECTION KIM PATTON, PH: SUBDIVISION INSPECTIONS BOBBY AIKEN, PH: N 02 13'09" E ' 5 81 S 88 38'42" W ' 4 3 RETURN LANES 2 1 S 01 26'02" W ' TITLE N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 5:14 PM STORMWATER: 800 SECOND AVENUE SOUTH NASHVILLE, TN CONTACT: ROGER LINDSEY PH: INDEX OF SHEETS: TITLE: C 1.00 PRELIMINARY SITE LAYOUT C 1.01 EXISTING CONDITIONS & DEMOLITION PLAN C 1.02 SITE LAYOUT & SURFACE MATERIALS PLAN C 2.00 GRADING & DRAINAGE PLAN C 3.00 EROSION PREVENTION & SEDIMENT CONTROL PLAN DURING-CONSTRUCTION C 4.00 UTILITY LAYOUT C 5.00 STANDARD NOTES C 5.01 STANDARD DETAILS S 88 38'42" W ' S 88 38'42" W '

2 N 02 13'09" E ' S 01 21'00" W ' 8" BOLLARD STREET LIGHT VICINITY MAP (NOT TO SCALE) SITE LEGEND SANITARY SEWER MANHOLE POWER POLE WATER VALVE STORM SEWER INLET LOT LINE CURRENT PROPERTY LINE BOUNDARY LINE ROADWAY CENTERLINE GAS MAIN & SERVICE LINE UNDERGROUND ELECTRIC WATER MAIN & SERVICE LINE SANITARY SEWER MAIN & SERVICE STORM SEWER LINE OVERHEAD POWER LINE MBSL FENCE SIDEWALK NOTE: ALL SITE LIGHTING SHALL BE DIRECTED INWARD WITH SHIELDED HOODS. NO LIGHT SHALL SPILL ON ADJACENT PROPERTY. GENERAL INFORMATION: ELECTRICAL TRANSFORMER ELECTRICAL PULL BOX WATER METER FIRE HYDRANT UTILITY POLE HEAVY DUTY CONCRETE LANDSCAPE / GREEN AREA HANDICAP PARKING AISLE NO PARKING AREA SIDEWALK RAMP HANDICAP PARKING CURB EDGE OF PAVEMENT DEVELOPER: CHRISTOPHER SLOVAN ENTERPRISE HOLDING, INC. 284 MALLORY STATION RD. SUITE 120 FRANKLIN, TN N 02 13'09" E ' S 88 38'42" W ' 11' ROW DEDICATION S 88 38'42" W ' S 88 38'42" W ' RETURN LANES PROPERTY LINE AFTER DEDICATION S 01 26'02" W ' PRELIMINARY SITE LAYOUT PLAN N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 5:12 PM TAX MAP NO PARCEL NO , , , CURRENT ZONING: CS SITE DATA: TOTAL ACREAGE: SF (0.93 +\- ACRES) AREA: 2528 SF (6.2%) : 6418 SF (15.8%) PARKING REQUIRED: 42 PARKING PROVIDED: 53 HANDICAP PARKING REQUIRED: 2 S HANDICAP PARKING PROVIDED: 2 S 1 PARKING = 9'x 18 (162 SF) VEHICULAR USE AREA: SF (XX%) IMPERVIOUS AREA: SF (75%) GENERAL NOTE: 1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND ARE DEPICTED BASED ON LOCATION OF UTILITIES BY LOCAL UTILITY AUTHORITIES, VISIBLE APPURTENANCES, OR MAPS PREPARED BY OTHERS. THESE LOCATIONS ARE NO GUARANTEE THAT THERE ARE NO OTHER UTILITIES EITHER PUBLIC OR PRIVATE, THAT ARE NOT SHOWN ON THIS SURVEY. 2. VERIFY DEPTH, LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS. SITE PLAN IMPACT: - SHIFTED 6 FT INTO THIRD DRIVE LANE DUE TO ROW & 5 FT SCREENING. - LANDSCAPE BUFFER WITH 30" TALL RETAINING WALL DECREASES 10 FT WIDE LANDSCAPE SCREENING TO 5 FT AS SHOWN ALONG CHARLOTTE AVENUE. - SIDEWALK IMPROVEMENT AT 35TH & 36TH AVENUE. - SIDEWALK REPLACEMENT TO MEET MAJOR & COLLECTOR ROAD PLAN WITH 4 FT GRASS, 8 FT SIDEWALK, AND VEGETATION STRIP TO 51 FT ROW. - ROW DEDICATION FROM CURRENT 40 FT TO 51 FT FROM CENTERLINE. C 1.00

3 N 02 13'09" E ' S 01 21'00" W ' NOTES: DEMOLISH AND REMOVE FROM SITE TO PERMITTED LANDFILL THE FOLLOWING: 1.1. EXISTING STRUCTURES 1.2. ASPHALT / CONCRETE PAVEMENT 2. EXISTING UTILITY POLE TO BE REMOVED AND RELOCATED INTO GRASS AREA. COORDINATE WITH UTILITY DEPARTMENT FOR RELOCATION. 3. EXISTING CATCH BASIN AND FIRE HYDRANT TO REMAIN. 81 S 88 38'42" W ' N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 4:58 PM N 02 13'09" E ' ' ROW DEDICATION S 88 38'42" W ' S 88 38'42" W ' 2 PROPERTY LINE AFTER DEDICATION 1 S 01 26'02" W ' GRAPHIC SCALE 1" = 10' EXISTING CONDITIONS & DEMOLITION PLAN

4 N 02 13'09" E ' S 88 06'04" E ' S 01 21'00" W ' PERMIT SET NOT FOR CONSTRUCTION S 88 38'42" W ' N 02 13'09" E ' S 88 38'42" W ' S 88 38'42" W ' S 01 26'02" W ' SITE & SURFACE MATERIAL PLAN N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 4:57 PM GRAPHIC SCALE 1" = 10'

5 FIRE HYDRANT BENCHMARK GUY ANCHOR ANGLED CLEAN OUT SIGN WATER METER SITE LEGEND BOUNDARY LINE ADJOINING BOUNDARY LINE OVERHEAD UTILITY LINE EASEMENT LINE EXISTING CONTOURS CONTOURS EDGE OF PAVMENT RETAINING WALL FENCE UTILITY POLE SPOT ELEVATION PERVIOUS CONCRETE ADDITIONAL PAVEMENT GRASS AREA UNDERGROUND DETENTION LOWER FINISH FLOOR EL UPPER FINISH FLOOR EL RETURN LANES GRADING & DRAINAGE PLAN N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 4:56 PM NOTE: 1. FFE IS SHOWN TO BE GARAGE SLAB ELEVATION. SEE ARCHITECTURAL PLANS FOR FFE IN LIVING. 2. ALL UTILITY LOCATIONS ARE APPROXIMATE AND ARE DEPICTED BASED ON LOCATION OF UTILITIES BY LOCAL UTILITY AUTHORITIES, VISIBLE APPURTENANCES, OR MAPS PREPARED BY OTHERS. THESE LOCATIONS ARE NO GUARANTEE THAT THERE ARE NO OTHER UTILITIES, EITHER PUBLIC OR PRIVATE, THAT ARE NOT SHOWN ON THIS SURVEY. ALL UTILITY LOCATIONS SHALL BE FIELD VERIFIED BEFORE CONSTRUCTION BEGINS. SHOULD A CONFLICT ARISE, NOTIFY THE ENGINEER IMMEDIATELY. 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR MAKING THE NECESSARY ARRANGEMENTS WITH THE GOVERNING UTILITY COMPANY FOR UTILITIES REQUIRING RELOCATION. 4. SIDE SLOPES SHALL BE AS INDICATED ON PLAN. 5. ALL SPOT ELEVATIONS AT TO FINISH GRADE OF ASPHALT IN PARKING AREAS OR FINISH GRADE OF SOIL IN GRASS AREAS UNLESS NOTED OTHERWISE. SEE SURFACE MATERIALS SHEET. 6. FINAL GRADES AS SHOWN INCLUDE TOPSOIL AT A MINIMUM THICKNESS OF 5 INCHES. 7. SEE PHASED EROSION CONTROL SHEETS FOR EROSION CONTROL MEASURES.

6 PERMIT SET NOT FOR CONSTRUCTION RETURN LANES EROSION CONTROL PLAN PHASE I N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 4:56 PM EROSION CONTROL NOTES: 1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND ARE DEPICTED BASED ON LOCATION OF UTILITIES BY LOCAL UTILITY AUTHORITIES, VISIBLE APPURTENANCES, OR MAPS PREPARED BY OTHERS. THESE LOCATIONS ARE NO GUARANTEE THAT THERE ARE NO OTHER UTILITIES, EITHER PUBLIC OR PRIVATE, THAT ARE NOT SHOWN ON THIS SURVEY. ALL UTILITY LOCATIONS SHALL BE FIELD VERIFIED BEFORE CONSTRUCTION BEGINS. SHOULD A CONFLICT ARISE, NOTIFY THE ENGINEER IMMEDIATELY. 2. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR MAKING THE NECESSARY ARRANGEMENTS WITH THE GOVERNING UTILITY COMPANY FOR UTILITIES REQUIRING RELOCATION. 3. ALL DITCHES AND SLOPES 3:1 OR GREATER SHALL BE MATTED UNLESS OTHERWISE NOTED. MATTING SHALL BE TYPE S 150 (NORTH AMERICAN GREEN) OR EQUIVALENT AND SHOULD BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 4. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE AND IN WORKING ORDER BEFORE CONSTRUCTION BEGINS. 5. ALL DISTURBED AREAS SHALL BE SEEDED & STRAWED WITHIN FIFTEEN DAYS OF THE END OF FINAL GRADING AND WITHIN 15 DAYS OF A TEMPORARY DELAY IN GRADING ACTIVITY. ALL DISTURBED AREAS MUST HAVE A STAND OF ESTABLISHED VEGETATION BEFORE FINAL APPROVAL IS OBTAINED. 6. ADDITIONAL EROSION CONTROL MEASURES NOT SPECIFIED ON THIS PLAN MAY BE NECESSARY IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE PROPERTY. THE CONTROLS SHOWN ON THIS PLAN ARE MINIMUM NECESSARY IN ORDER TO SATASFY PERMIT REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR INSTALLING AND MAINTAINING ANY MEASURES THAT ARE NEEDED TO PREVENT SEDIMENT FROM LEAVING THE PROPERTY.

7 FIRE HYDRANT BENCHMARK GUY ANCHOR ANGLED CLEAN OUT SIGN WATER METER LEGEND BOUNDARY LINE ADJOINING BOUNDARY LINE OVERHEAD UTILITY LINE EASEMENT LINE EXISTING CONTOURS CONTOURS EDGE OF PAVMENT RETAINING WALL FENCE WATER VALVE UTILITY POLE SPOT ELEVATION PERVIOUS CONCRETE ADDITIONAL PAVEMENT N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 4:48 PM GRASS AREA GENERAL NOTES: 1. ALL UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON LOCATION OF UTILITIES BY LOCAL UTILITY AUTHORITIES, VISIBLE APPURTENANCES, OR MAPS PREPARED BY OTHERS. THESE LOCATIONS ARE NO GUARANTEE THAT THERE ARE NO OTHER UTILITIES, EITHER PUBLIC OR PRIVATE, THAT ARE NOT SHOWN ON THIS DRAWING. ALL UTILITIES SHALL BE FIELD VERIFIED BEFORE CONSTRUCTION BEGINS. 2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR MAKING THE NECESSARY ARRANGEMENTS WITH THE GOVERNING UTILITY COMPANY FOR UTILITIES REQUIRING RELOCATION. 3. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE METRO NASHVILLE WATER SERVICE REQUIREMENTS. 4. CONTRACTOR SHALL MAINTAIN 10' HORIZONTAL CLEARANCE AND 18" VERTICAL CLEARANCE BETWEEN ALL DOMESTIC WATER AND SANITARY SEWER LINES. IF CLEARANCE CANNOT BE OBTAINED, CONCRETE ENCASEMENT WILL BE NECESSARY (TO BE PROVIDED BY CONTRACTOR). 5. ALL SANITARY SEWER PIPE SHALL CONFORM TO ASTM 3034-SDR35 STANDARDS. 6. ALL SANITARY SEWER CLEANOUTS IN CONCRETE OR PAVEMENT AREAS SHALL BE IN A MB-9 LITTLE RHINO METER/VALVE BOX, ITEM NUMBER 55-L-SV, OR APPROVED EQUIVALENT. 7. MECHANICAL RESTRAINT SHALL BE USED ON ALL FITTINGS AND VALVES. 8. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION OF UTILITIES ENTERING / EXITING. 9. CONTRACTOR TO ENSURE THAT ALL GRADING IS TO SUBGRADE PRIOR TO INSTALLATION OF UTILITY LINES. 10. PRESSURE REGULATING DEVICES WILL BE REQUIRED WHEN PRESSURES EXCEED 100 PSI. 11. EXISTING SEWER LINE TO BE ABANDONED IN PLACE PER METRO WATER/SEWER REQUIREMENTS. MANHOLE STRUCTURE AT NORTHERN STARTING POINT SHALL BE REMOVED. NEW SEWER MAIN LINE TO BE INSTALLED AND SERVICE LINE AT 517 CHESTERFIELD TO BE CONNECTED TO MANHOLE A3 PRIOR TO ABANDONING EXISTING LINE. 12. UTILITY CONTRACTOR RESPONSIBLE FOR TESTING & FINAL APPROVAL OF NEW SYSTEM PER METRO WATER REQUIREMENTS. TAP EXISTING 6" WATERLINE AT 36TH STREET TANK-1 INV. IN = TANK-2 INV. OUT = OWS-1 INV. IN = INV. OUT = UTILITIES PER CONSTRUCTION PLANS OF LEHMAN ANALYTICS. PLEASE SEE SHEET NUMBER P1 FOR DETAILS. EXISTING SANITARY SEWER TAP 55.7' FROM THE EXISTING MANHOLE AT 35TH STREET UTILITY LAYOUT PLAN

8 GRADING NOTES STORM DRAINAGE AND SPECIAL DITCHES NOTES EROSION CONTROL NOTES N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 5:22 PM GENERAL SITE NOTES DEMOLITION NOTES: GENERAL UTILITY NOTES Phone (615) Fax (931) HANDICAP ACCESSIBILITY NOTES SITE LEGEND HANDICAP ACCESSIBILITY NOTES GAS LINE WATER LINE PER G.I.S. OVERHEAD UTILITY LINE CONTOUR LINE CURB CURB REMOVE CURB CONTOUR LINE SPOT ELEVATION WATER METER UTILITY POLE GUY ANCHOR ANGLED ASPHALT CONCRETE

9 N:\PROJECT\NC CHARLOTTE PIKE - CIVIL\ENTERPRISE 3500 CHARLOTTE PIKE PLAN.DWG PLOTTED: 4/20/2016 5:38 PM ASPHALT PAVEMENT SECTION NON-RESIDENTIAL LOCAL STREET N.T.S. DETAILS SHEET Phone (615) Fax (931)