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LINCOLN LAND SURVEYOR INC. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 (434)974-1417 DATED: JANUARY 15, 2007 SETBACKS: ADJACENT TO ROUTE 250 RIGHT -OF WAY. 75' MAXIMUM BUILDING HEIGHT: 65' (IF ANY STRUCTURE IS OVER 35', IT SHOULD BE SET BACK AN ADDITIONAL 2' FROM THE ORIGINAL 30' SETBACK LINE FOR EVERY VERTICAL FOOT OVER 35') BUILDING HEIGHT: 1 STORY PORTION 24.25' 3 STORY PORTION 55.00' ( WITH 60.33' @ TOWERS) BUILDING AREA: TAX MAP 59 PARCEL 23B EX. NORTHRIDGE OFFICE BUILDING 58,770 SF TAX MAP 59 PARCEL 2381 EX. WAREHOUSE BUILDING 23,100 SF EX. KIRTLEY OFFICE BUILDING 4,300 SF LONG TERM ACUTE CARE HOSPITAL 10 1ST FLOOR 17,578 SF 2ND FLOOR 28,544 SF 3RD FLOOR 18,321 SF TOTAL 64,443 SF FLOOR AREA RATIO (F.A.R.): TM 59 PARCEL 23B 0.28 TM 59 PARCEL 23B1 0.39 LTACH PARKING REQUIRED: 1 SPACE PER FOUR (4) BEDS 50 BEDS / 4 = 13 SPACES + LTACH IMAGING CENTER 1 SPACE PER 200 SF NET (7,925) X 0.80 / 200 = 32 SPACES PARKING PROVIDED: LTACH 0 NORTHRIDGE 269 KIRTLEY OFFICE BUILDING 10 KIRTLEY WAREHOUSE 24 SIEG WAREHOUSE 87 MOSER CLINIC 22 TOTAL 412* * THE ZONING ADMINISTRATOR HAS APPROVED (OCTOBER 8,2008) A SHARED PARKING ARRANGEMENT BETWEEN THE EXISTING KIRTLEY OFFICE BUILDING, THE LTACH BUILDING, THE EXISTING NORTHRIDGE BUILDING AND THE EXISTING SIEG WAREHOUSE. THE FINDINGS WERE BASED UPON THE NORTHRIDGE TRAFFIC STUDY. PLEASE SEE SHEET C24 FOR THE NORTHRIDGE DEVPLOPMENT CUMULATIVE PARKING REQUIREMENTS (DATED 9/26/08) FOR MORE INFORMATION. UTILITIES: SEWER; ALBEMARLE COUNTY SERVICE AUTHORITY WATER; ALBEMARLE COUNTY SEWER AUTHORITY THE PROJECT AREA OF THE PROPERTY IS WITHIN THE JURISDICTIONAL DISTRICT BASE UPON GRAVITY FLOW. EXISTING SEPTIC FIELD WILL BE REMOVED AS PART OF THE PROJECT. FEDERAL AND/OR STATE REGULATIONS SHALL BE FOLLOWED IN THE REMOVAL OR ABANDONMENT. FACILITIES SERVING THE TWO EXISTING BUILDINGS ON TM 59 PARCEL 2381 WILL BE CONNECTED TO THE PUBLIC SEWER. DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED MOORES CREEK WATERSHED THE NORTHERN REGION OF THE SITE IS LOCATED WITHIN IVY CREEK WATER SUPPLY WATERSHED, WHILE THE SOUTHERN REGION IS LOCATED IN MOORES CREEK WATERSHED. DRAINAGE FACILITIES (TREATMENT): FILTERRAS GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. S. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE. 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI). 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE -I PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER. • VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER. CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS. 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS. 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75%. WHERE DITCH SLOPES EXCEED 5.0%,THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED ROADSIDE DITCHES SHALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS. 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM, 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. 22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDMSION AND SECONDARY ROADS IN VIRGINIA. 27. A GEOTECHNICAL ENGINEER IS TO A5 RTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 28. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND/OR MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. 31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE TIME OF SUBGRADE INSPECTION. 32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. 34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION. ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. 36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 f1:./ft. 37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. AMOUNT OF IMPERVIOUS AREA EXISTING ADDITIONAL PROPOSED CURB & GUTTER TM 59 PARCEL 23B 2.99 ACRES 0.27 ACRES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES TM 59 PARCEL 23B1 1.47 ACRES 0.91 ACRES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY TOTAL 4.46 ACRES 1.18 ACRES JUTE MESH DITCH EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). CENTERLINE OF DITCH JOB NO. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY TOTAL IMPERVIOUS AREA AFTER SITE DEVELOPMENT 5.64 ACRES CLEARING LIMITS DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. VDOT STANDARD STOP SIGN 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF PARCEL 23B INTERIOR LANDSCAPE REQUIREMENTS: 5% OF PARKING AND VEHICULAR CIRCULATION AREA PROPOSED CONTOUR VDOT. PARKING AND VEHICULAR CIRCULATION AREA = 115,792 SQUARE FEET 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION 0.05 x 115,792 = 5,790 SQUARE FEET INTERIOR LANDSCAPING REQUIRED aQ CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 40,966 SQUARE FEET INTERIOR LANDSCAPING COVERAGE PROVIDED. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. W S. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER o v SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. PARCEL 2361 PARKING AND VEHICULAR CIRCULATION AREA = 16,219 SQUARE FEET 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY 0.05 X 16,219 = 810 SQUARE FEET INTERIOR LANDSCAPE REQUIRED ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 11,173 SQUARE FEET INTERIOR LANDSCAPE PROVIDED. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 3 C DEVICES. THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. APPROXIMATELY 0.46 ACRES 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. OF THE CRITICAL SLOPE AREA WILL BE DISTURBED. THE SLOPES ARE MAN-MADE. A WAIVER TO IMPACT 9- ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE THESES SLOPES HAS BEEN APPROVED BY THE PLANNING COMMISSION ON JUNE 24, 2008. < W CONSTRUCTION INDUSTRY (29 CFR PART 1926). THERE ARE NO STREAM BUFFERS ON THE SUBJECT PROPERTY. THERE ARE NO 100 -YR. FLOODPLAINS ON THE SUBJECT PROPERTY. THE SITE IS LOCATED WITHIN A RESERVOIR WATERSHED. LIGHTING: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP SHALL BE A FULL CUT OFF FIXTURE. THE SPILL OVER OF THE LUMINAIRES ONTO ADJACENT PROPERTIES OR ROADWAYS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. SEE PHOTOMETRIC PLAN AND DETAILS FOR MORE INFORMATION. MAXIMUM EMPLOYEES : 50. GENERAL SEDIMEN' INSTRUCTION NOTES FOR EROSION AND L 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEKPRIOR TO THE FINAL INSPECTION. 2. ALL EROSION IAND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. INSTALL INLET( PROTECTION AND CILVERT INLET PROTECTION TO EXISTING STRUCTURES. S. A COPY OF THEE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AIT ALL TIMES. 6. PRIOR TO COMIMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLAINS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 7. THE CONTRACITOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEAISURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 8. ALL DISTURBEID AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURUNG LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABIL12ATION IS ACHIEVED. 9. DURING DEWAITERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEWICE. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA, 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INEPRT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WIASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MAITERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF (ALBEMARLE. 14. BORROW, FILL. OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITTED TO THE HOURS OF 7:OOAM TO 9:00PM. 15. BORROW, FILL. OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS WTERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUJSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANEN-T STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEAA.SURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDINiG OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STTABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LLBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF (ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF AINNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCHi IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY' THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STTABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICCULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATEED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE? AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED ATS 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1009SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY TME COUNTY EROSION CONTROL INSFPECTOR. 19. MAINTENANCE:: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE (OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARtE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENMT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GO)OD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORAFRY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAIYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBHECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. ALBEMARLE ICOUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION I INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE 1BYTHE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTIONJ. 2. UPON COMPLETHON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE: CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOILL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF= A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMIENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED Wrn THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY (OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATEWCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE ENO TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION). ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, TIN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSRALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUJARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FET. ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES. S. WHERE URBAN CCROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHA4ll. CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL DOSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHAkL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WHIN THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SPOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 8. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FIN%L PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, --HEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OXHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNOIRM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AID PROPERTY NUMBERING ORDINANCE AND MANUAL, 10. TRAFFIC CONTRM OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY TTIE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 7MY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMIITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, � CR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDAREDCD-1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MIATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMIED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PRCDCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.FEET FROM THE EDGE: OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STIREETS. LEGEND ROADS TRAFFIC STOP BAR rm m=O STORM PIPE & STRUCTURE NO. Q DROP INLET & STRUCTURE N0, CURB SEWER -----; 5) EXISTING SANITARY SEWER 0--- SAM ----•o PROPOSED SANITARY SEWER cq+Aoo a ... JI MANHOLE NUMBER WITH STATION AND COORDINATES WATER EXISTING WATER UNE PROPOSED WATER LINE PROPOSED VALVE PROPOSED REDUCER PROPOSED CROSS PROPOSED TEE PROPOSED FIRE HYDRANT (COMPLETE) PROPOSED WATER SERVICE CONNECTION GRADING BWI = BOTTOM OF WALL (INSIDE) BWO = BOTTOM OF WALL (OUTSIDE) TBC - TOP BACK OF CURB EP = EDGE OF PAVEMENT NOTE: RETAINING WALL GRADES ARE SHOWN TO FINISH GRADE AND DO NOT INCLUDE ANY FOOTING OR FOUNDATION. BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. S. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY B! DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED. 1 10. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-POF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1 11"4 'T H 0p+ y oSAMUEL K SAUNDERS III a Lic No. 014532 �SSjONAL s�Oti E �y c °-» 00% E O 7 ujNv C w? op \\ �I (BTEtEPC M MANHOLE GRAPHIC SCALE nSSAUNDERS T 'T 30 0 15 30 60 120I V U T 12.PROPOSED FIBER w FEET �\SPHALT OPTIC CONDUIT �1 060E1 -00 -OC -01000 I 0 v ',\\ (SEE ELECTRICAL PLANS I KNIGHT, COLTER D OR CHRISTINE C 1 inch =30 ft. �SSNNAL ENG aO \\ FOR MORE DETAIL) ZONE: RA 2 \\ \\ SINGLE FAMILY RESIDENCE p\\\ WAREHOUSE II + \ \\ I( —1 W p A --�� l i ,wv _ �w 18' Dip NV OUT 059-00-00-023G0 L. 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TURN LANE pl J 12 0p% I OF WAY BACKFLOW RR€VENLO� - .�j R0� j� -_ _- - - _ _ / 2" S 9.5A ASPHA -____- __- LOCATED IN ILDINGj" "' �•- 250 ° _ -- - _ p -- -- 2.009 2.00% COURS OVERLAY FROM SAWCUT�,fb•7B SND --.A GUY JOB No ° eZ'---pl¢ f`' VEPCO R.W FOR --�� LINE TO, EDGE OF R.O.W. - APPLY _-------_____.- O la D.B. 288 P 488 -- -- _ TACK COAT PRIOR TO ASPHALT. CInQN `\V'p' • �- VI1 - ,,�^ - 'T 24267 ° 15' CMP TO C PARABOLIC TAPER AT EDGE OF R.O.W. TO j% 05900-00-00-08000 O - _ TIE INTO �''� TRAFFIC LIGHT, LANE STRIP1idG ANS- _ -- - BE ABANDONED CURVE WITH R=125' PROVIDE SMOOTH TRANSITION. FORD, LINDA K TRUSTEE OF THE LINDA K FOR _ - --__ SHEET No. 4.50 FT EX. GRADE ZONE: RURAL SIGNAL SEQUENCE OT AT A LATER RDATDE,`V`� C4 a CROSS SECTION A -A v H FA c 63 PLANTING SCHEDULE for PARCEL 23B REMOVE BROKEN,r DEFORMED, OR CROSS -BRANCHES. BEGIN A REGULAR PRUNING 24v PROGRAM DURING THE 2ND OR ROOT BALL 3RD YEAR AFTER PLANTING. KEY BOTANICAL NAME 1/2" RUBBER HOSE ROOT10 TYPE REMARKS MARK THE NORTH SIDE OF 10 YR. CANOPY COVERAGE 8 TREE IN NURSERY & ROTATE TREE 12 GAUGE GALVANIZED WIRE AMELANCHIER X GRANDIFLORA "AUTUMN BRILLIANCE" AUTUMN BRILLIANCE SERVICEBERRY • • - � jl�C ,wHARDWOOD STAKES BdtB lit, Vic, 1040 4 GALVANIZED WIRE GUY ACER RUBRUM RED MAPLE 12 GUAGE B&B SINGLE LEADER ONLY REMOVE TAGS, LABELS, AND 1808 1356 PLASTIC SLEEVING DO NOT STAKE2x2 HARDWOOD STAKE CERCIS CANADENSIS EASTERN REDBUD UNLESS r r r •SHREDDED HARDWOOD B&B SINGLE STEM ONLY ��F,,r _��.f.l��<. ✓ COMMENTS) 00 NOT WRAP TRUNKMULCH. KEEP AWAY FROM TRUNK 496 3 CL CORNUS "RUTDAN CELESTIAL" CELESTIAL DOGWOOD TOP OF ROOTBALL FLUSH TO BBB SINGLE STEM ONLY 1�GRADE OR 1-2" HIGHER IN 384 �.. SLOWLY DRAINING SOILS. DO NOT CUPRESSOCYPARIS x LEYLANDII LEYLAND CYPRESS COVER THE TOP OF THE B&B • r- • r• • rr ••r -SET OOTBALL NTH SOIL. 207 4 FA FRAXINUS AMERICANA AUTUMN PURPLE ••• • ACKFILL PLANTING PIT B&B I • •• r • rSOIL 424 1696 36 FG FOTHERGILLA GARDENII MOUNT AIRY ice' l PRUNE CONT. _� cRl 3 108 PLANTING SCHEDULE for PARCEL 23B QNTY. KEY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT10 TYPE REMARKS CANOPY COVERAGE 10 YR. CANOPY COVERAGE 8 AA AMELANCHIER X GRANDIFLORA "AUTUMN BRILLIANCE" AUTUMN BRILLIANCE SERVICEBERRY 5'-6' MULTI -STEM BdtB UNIFORM/DENSE 130 1040 4 AR ACER RUBRUM RED MAPLE 2.5" CAL B&B SINGLE LEADER ONLY 452 1808 1356 CC CERCIS CANADENSIS EASTERN REDBUD 5'-6' HT. B&B SINGLE STEM ONLY 124 496 3 CL CORNUS "RUTDAN CELESTIAL" CELESTIAL DOGWOOD 5'-6' HT. BBB SINGLE STEM ONLY 128 384 �.. CL CUPRESSOCYPARIS x LEYLANDII LEYLAND CYPRESS 6' HEIGHT B&B SINGLE LEADER 23 207 4 FA FRAXINUS AMERICANA AUTUMN PURPLE AMERICAN ASH 3.5" CAL B&B SINGLE LEADER 424 1696 36 FG FOTHERGILLA GARDENII MOUNT AIRY DWARF FOTHERGILLA 24" HT./3 GAL CONT. DENSE/FULL 3' O.C. 3 108 15 FGS FOTHERGILLA GARDENII "SUZANNE" SUZANNE FOTHERGILLA 24" HT./3 GAL CONT. DENSE/FULL 4' O.C. 4 60 12 HQSNSNOW HYDRANGEA QUERCIFOLIA QUEEN" OAKLEAF HYDRANGEA 24" HT./3 GAL CONT. DENSE/FULL 5' O.0 16 192 26 IG ILEX GLABRA NIGRA INKBERRY HOLLY 24" HT./3 GAL CONT. DENSE/FULL 5' O.C. 23 598 3 MG MAGNOLIA FLORA *LI3 GEMOM LITTLE M SOUTHERN NOLIA 6'-8' HT. B&B SINGLE LEADER 54 162 942 P5 PINUS STROBUS WHITE PINE 6" HT. BdcB SINGLE LEADER 118 354 26 PV PANICUM VIRGATUM-SHENANDOAH" SWITCHGRASS 2 GAL CONT. DENSE/FULL 2' O.C. DENSE/FULL 3' O.C. BALLING ROPES.• " -1 2 QCS QUERCUS COCCINEA "SPLENDENS" SPLENDENS SCARLET OAK 2" CAL B&B SINGLE LEADER ONLY 339 678 2 QP QUERCUS PALUSTRIS PIN OAK 3.5 CAL B&B SINGLE LEADER 471 942 12 VBC VIBURNUM X SURKWOODII "CONOY" CONOY VIBURNUM 24" HT./ 3 GAL CONT. DENSE/FULL 2' O.C. 18 216 6 VCC VIBURNUM CARLESII "COMPACTUM" DWARF KOREANSPICE VIBURNUM 24" HT/3 GAL CONT. DENSE/FULL 3' O.C. 4 AF ACER X FREEMANII "ARMSTRONG" ARMSTRONG FREEMAN'S MAPLE 8' HT. B&B SINGLE LEADER 44 176 !L} W total 1 9117 1:1 SLOPE ON SIDES OF rel IIIA III= I Fo- il 'uoug2 PLANTING HOLE � I = IF FIELD GROWN CUT AWAY ALL 1:1 SLOPE OF SIDES OF " SAUCER v ev � w PLANTING HOLE BALLING ROPES. REMOVE BURLAP IF FIELD GROWN, CUT AWAY ALL SCARIFY SIDES BEFORE PLANTING I i i= — — — - OR WIRE BASKET FROM TOP 7� OF BALL. !F CONTAINER GROWN, _ — BALLING ROPES. REMOVE BURLAP II-= I-III=�-�1=111= — III 111-Ill-T=III-III REMOVE CONTAINER AND CUT I I— II— OR WIRE BASKET FROM TOP )S OF I -i I i -I I i -I 11=1 I -III -I i I- I BALL. IF CONTAINER GROWN, PLACE ROOTBALL ON 111-III-III=III-III-III=�_ CIRCLING ROOTS " II REMOVE CONTAINER AND CUT UNEXCAVATED OR TAMPED SOIL. =1 1=1I I- =M=1 = SCARIFY SIDES BEFORE PLANTING 2 -6 _ 1'-0" MIN. I ( CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL M III—) I I—III—III 3X ROOTBALL DIAMETER BASE FIRMLY WITH FOOT I I—I I I=I I I^I I I—I I TAMP SOIL AROUND ROOTBALL PRESSURE SO THAT ROOTBALLI I I=I I I=I I I=III- I I BASE FIRMLY WITH FOOT DOES NOT SHIFT. PLACE ROOTBALL ON — PRESSURE SO THAT ROOTBALL UNEXCAVATED OR TAMPED SOIL. 3 X ROOTBALL DOES NOT SHIFT. MULTI -STEM TREE - STAKING SPECIFIED (NON -IRRIGATED SITE) DIAMETER NOT TO SCALE DECIDUOUS TREE PLANTING DETAIL, - STAKING SPECIFIED NOT TO SCALE TREE PLANTING NOTES: INSTALL TWO OF THE THREE STAKES AND GUY WIRES ON THE J41 PLAN VIEW UPHILL SIDE OF THE TREE. GUYING TO ALLOW 4"SWAY IN ALL RUBBER HOSE DIRECTIONS. STAKES AND GUYING GALVANIZED WIRE GUY TO BE REMOVED AFTER ONE YEAR. O R00T BALL MARK THE NORTH SIDE OF 12 GAUGE TREE IN NURSERY & ROTATE TREE TO FACE NORTH AT THE r2X2 HARDWOOD STAKE PLANTING SCHEDULE for PARCEL 2381 QNTY. KEY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT TYPE REMARKS 10 YR. CANO COVERAGE ALLOWAN 10 YR. CANOPY COVERAGE AA AMELANCHIER X GRANDIFLORA "AUTUMN BRILLIANCE" v V-6' MULTI -STEM B&B UNIFORM/DENSE 130 1170 3 AR ACER RUBRUM RED MAPLE Z (9 vi N p SINGLE LEADER ONLY 452 1356 2 CC CERCIS CANADENSIS EASTERN REDBUD W-6' HT. B&B 5 NE O 6 CM CORNUS MAS CORNDEU RY V-6' HT. B&B SINGLE STEM ONLY 113 �.. Uj N � �i "ir CARYA OVATA SHAGBARK HICKORY 1.5' CAL B&B SINGLE LEADER 72 72 6 CV CHIONANTHUS VIRGINIICUS FRINGE TREE V-6' HT. B&B SINGLE STEM ONLY 125 750 10 HQSN HYDRANGEA QUERCIFOLIA "SNOW QUEEN" OAKLEAF HYDRANGEA w CONT. DENSE/FULL 5' O.0 16 160 102 IG IUD( GLABR NIGRA INKBERRY HOLLY 24" HT./3 GAL CONT. w04; 23 2346 29 IVLH ITEA VIRGINICA "UTTLE HENRY HENRYS GARNET SWEETSPIRE 24" HT./3 GAL. CONT. DENSE/FULL 3' O.C. 64 1g aq 12 PS I PINUS STROBUS WHITE PINE 6" HT. B&B SINGLE LEADER 118 i 2 Z a LU oin o+ CL 3 3.5" CAL a" SINGLE LEADER 471 942 75 VBC VIBURNUM X BURKWOODII "CONOY' 6 t9 U M CONT. DENSE/FULL 2' O.C. 18 1350 29 VCC VIBURNUM CARLESII "COMPACTUM" DWARF KOREANSPICE VIBURNUM 24- HT/3 GAL CONT. DENSE/FULL 3' O.C. BALLING ROPES.• " -1 ►� 6 CCL CORNUS "RUTDAN CELESTIAL" CELESTIAL DOGWOOD V-6' HT. B&B SINGLE STEM ONLY 0 9 lac vi u- ><. • DESIGNED BY . 11942 . E; U CHECKED BY • S. SAUNDERS • i SCALE D+ N C !L} W o+ et ~ O >�v'-..- 0O g 1:1 SLOPE ON SIDES OF rel IIIA III= I Fo- il 'uoug2 PLANTING HOLE � I = IF FIELD GROWN CUT AWAY ALL 1:1 SLOPE OF SIDES OF " SAUCER v ev � w PLANTING HOLE BALLING ROPES. REMOVE BURLAP IF FIELD GROWN, CUT AWAY ALL SCARIFY SIDES BEFORE PLANTING I i i= — — — - OR WIRE BASKET FROM TOP 7� OF BALL. !F CONTAINER GROWN, _ — BALLING ROPES. REMOVE BURLAP II-= I-III=�-�1=111= — III 111-Ill-T=III-III REMOVE CONTAINER AND CUT I I— II— OR WIRE BASKET FROM TOP )S OF I -i I i -I I i -I 11=1 I -III -I i I- I BALL. IF CONTAINER GROWN, PLACE ROOTBALL ON 111-III-III=III-III-III=�_ CIRCLING ROOTS " II REMOVE CONTAINER AND CUT UNEXCAVATED OR TAMPED SOIL. =1 1=1I I- =M=1 = SCARIFY SIDES BEFORE PLANTING 2 -6 _ 1'-0" MIN. I ( CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL M III—) I I—III—III 3X ROOTBALL DIAMETER BASE FIRMLY WITH FOOT I I—I I I=I I I^I I I—I I TAMP SOIL AROUND ROOTBALL PRESSURE SO THAT ROOTBALLI I I=I I I=I I I=III- I I BASE FIRMLY WITH FOOT DOES NOT SHIFT. PLACE ROOTBALL ON — PRESSURE SO THAT ROOTBALL UNEXCAVATED OR TAMPED SOIL. 3 X ROOTBALL DOES NOT SHIFT. MULTI -STEM TREE - STAKING SPECIFIED (NON -IRRIGATED SITE) DIAMETER NOT TO SCALE DECIDUOUS TREE PLANTING DETAIL, - STAKING SPECIFIED NOT TO SCALE TREE PLANTING NOTES: INSTALL TWO OF THE THREE STAKES AND GUY WIRES ON THE J41 PLAN VIEW UPHILL SIDE OF THE TREE. GUYING TO ALLOW 4"SWAY IN ALL RUBBER HOSE DIRECTIONS. STAKES AND GUYING GALVANIZED WIRE GUY TO BE REMOVED AFTER ONE YEAR. O R00T BALL MARK THE NORTH SIDE OF 12 GAUGE TREE IN NURSERY & ROTATE TREE TO FACE NORTH AT THE r2X2 HARDWOOD STAKE PLANTING SCHEDULE for PARCEL 2381 QNTY. KEY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT TYPE REMARKS 10 YR. CANO COVERAGE ALLOWAN 10 YR. CANOPY COVERAGE AA AMELANCHIER X GRANDIFLORA "AUTUMN BRILLIANCE" AUTUMN BRILLIANCE9 SERVICEBERRY V-6' MULTI -STEM B&B UNIFORM/DENSE 130 1170 3 AR ACER RUBRUM RED MAPLE 2.5" CAL B&B SINGLE LEADER ONLY 452 1356 2 CC CERCIS CANADENSIS EASTERN REDBUD W-6' HT. B&B SINGLE STEM ONLY 124 248 6 CM CORNUS MAS CORNDEU RY V-6' HT. B&B SINGLE STEM ONLY 113 678 I CO CARYA OVATA SHAGBARK HICKORY 1.5' CAL B&B SINGLE LEADER 72 72 6 CV CHIONANTHUS VIRGINIICUS FRINGE TREE V-6' HT. B&B SINGLE STEM ONLY 125 750 10 HQSN HYDRANGEA QUERCIFOLIA "SNOW QUEEN" OAKLEAF HYDRANGEA 24" HT./3 GAL CONT. DENSE/FULL 5' O.0 16 160 102 IG IUD( GLABR NIGRA INKBERRY HOLLY 24" HT./3 GAL CONT. DENSE/FULL 5' O.C. 23 2346 29 IVLH ITEA VIRGINICA "UTTLE HENRY HENRYS GARNET SWEETSPIRE 24" HT./3 GAL. CONT. DENSE/FULL 3' O.C. 64 1856 12 PS I PINUS STROBUS WHITE PINE 6" HT. B&B SINGLE LEADER 118 1416 2 QP QUERCUS PALUSTRIS PIN OAK 3.5" CAL a" SINGLE LEADER 471 942 75 VBC VIBURNUM X BURKWOODII "CONOY' CONOY VIBURNU41 24" HT./ 3 GAL CONT. DENSE/FULL 2' O.C. 18 1350 29 VCC VIBURNUM CARLESII "COMPACTUM" DWARF KOREANSPICE VIBURNUM 24- HT/3 GAL CONT. DENSE/FULL 3' O.C. BALLING ROPES.• " -1 ►� 6 CCL CORNUS "RUTDAN CELESTIAL" CELESTIAL DOGWOOD V-6' HT. B&B SINGLE STEM ONLY 128 768 D. GRANDRELD • DESIGNED BY . 11942 INtj CROSS BRANCHES &i.:; i .� {�� KEY BOTANICAL NAME FIELD GROWN CUT AWAY AH MINIMUM INSTALLED SIZE PRUNE NARROW CROTCHBALLING •, � /1 t4kfy 3, /-IF ROPES. REMOVE BURLAP <- AC �� t� ANGLES AND WATER SPOUTS ";1 • r vOR WRE BASKET FROM• " 3 OF CERATOSTIGMA PLUMBAGINOIDES 7 17 CONT. 18" O.C. BALL. IF CONTAINER GROWN, DE PRUNE BROKEN BRANCHES AUTUMN FERN 1 GAL. CONT. AEmovE CONTAINER AND CUT 180 GM GERANUIUM MACRORRIZHUM ALBUM CRANESBILL 1 GAL CIRCLING ROOTS 18" O.C. REMOVE TAGS, LABELS�T' Ar I -y ' '� LIR10PE MUSCARI "BIG BLUE" BLUE LILY TURF 2- POT CONT. . PLAS11C SLEEVING. DO • �rT7�j �� r/� L ��} =?I I �i�'��' '• r -:. _ - • ��BACKFILL ��`.�\h%moi -\ WITH EXIS11NG SOIL SANDYIN •SOILS,ADD 04.75` 1 GAL STAKE UNLESS NECESSARY. DO NOT WRAP TRUNK. `�� ., 4 ; � � /.��iC;�►` �` • • r • •• •• - - \\\��v \jam . �; .1�VOLUME) URIOPE SPICATA "SILVER DRAGON" CREEPING LILY -TURF �'f1 ''` 'N ��.R��,�i'K' ��. "�� r • • • r • • r • Lam_ �%� \�`�eF'�\\�.�\v:.%. COMPOSTED ORGANIC MATERIAL BULBS POSITION ROOT C- •WN 2" ABOVE%T';-.-` ifs'?� • • • : `��' `�� -- �'��" %�, �1 TO THE EXISTING SOIL. GN FINISH GRADE CUT TWINE AND SNOWDROPS TOP BULB PARTIALLY BACKFILL, WATER TO 1,201 ROLL BACK BURLAP 1/3. NARCISSUS "ACTAEA" ACTAEA DAFFODILL TOP SETTLE SOIL, FINISH BACKFILLING. 1Y O.C. 1,201 NA2 NARCISSUS "ASPASIA" ASPASIA DAFFODILL TOP BULB 4" PERFORATED CORRUGATED PLASTIC w, NMG NARCISSUS "MISTY GLEN" 4" PERFORATED CORRUGATED TOP PIPE; CAP FLUSH WITH MULCH 12" O.C. 890 & ZWITH PLASTIC PIPE; CAP FLUSH THALIA DAFFODILL TOP BULB 12" O.C. MULCH ORIGINAL GRADE 49 4.325 SOD CERTIFIED TURF -TYPE TALL FESCUE o 6,300 PRUNE SUCKERS E ST SEED N JIVE RIGHT—OF—WAY SEED MIX W/ ANNUAL RYE 7/77 IF FIELD-• • `�•`a ` • ��-w�c ~��'t �o :�:�',; ;,NI;I1I11�+.l1+'1I•+.�.1.11t;1�1'�:�:r i BALLING ROPES.• " -1 ►� ":" .�1� ;OR DOUBLE SHREDDED HARDWOOD WIRE BASKET FROM TOP Y3 OF I=j 11::!. DRAWN BY 1 KEEP AWAY FROM TRUNK FLAIR. D. GRANDRELD PLANTING SCHEDULE FOR LANDSCAPE BEDS QNTY. KEY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT TYPE REMARKS GROUND COVERS 292 CP CERATOSTIGMA PLUMBAGINOIDES PLUMBAGO 1 GAL CONT. 18" O.C. 145 DE DRYOPTERIS ERYTHROSORA BRILLIANCE" AUTUMN FERN 1 GAL. CONT. 24" O.C. 180 GM GERANUIUM MACRORRIZHUM ALBUM CRANESBILL 1 GAL CONT. 18" O.C. 5.150 LM I LIR10PE MUSCARI "BIG BLUE" BLUE LILY TURF 2- POT CONT. 10" O.C. 145 PP PACHYSANDRA PROCUMBENS ALLEGHENY SPURGE 1 GAL CONT. 24" O.C. 675 LMS URIOPE SPICATA "SILVER DRAGON" CREEPING LILY -TURF 2" POT CONT. 10" O.C. BULBS o uj O E 200 GN GALANTHUS NIVAUS "VIRIDI-APICE- SNOWDROPS TOP BULB 12" O.C. 1,201 NA NARCISSUS "ACTAEA" ACTAEA DAFFODILL TOP BULB 1Y O.C. 1,201 NA2 NARCISSUS "ASPASIA" ASPASIA DAFFODILL TOP BULB 12" O.C. 890 NMG NARCISSUS "MISTY GLEN" MISTY GLEN DAFFODILL TOP BULB 12" O.C. 890 NT NARCISSUS "THAUA" THALIA DAFFODILL TOP BULB 12" O.C. m �oo 4.325 SOD CERTIFIED TURF -TYPE TALL FESCUE o 6,300 MIX 1 E ST SEED N JIVE RIGHT—OF—WAY SEED MIX W/ ANNUAL RYE 30 LBS/1 AC. AS NOTED w m 3 H o C V v L N 0 �■ a Q W o <UJ 3 U W Q v T- - - 6" SAUCER REMOVE CONTAINER AND CUT i L- _ . ,. ;:,^;: VARIES WITH STEEPNESS OF cO W q W CIRCLING ROOTS SLOPE AND SOIL TYPE N TAMP SOIL AROUND ROOTBALL " BASE FIRMLY WITH FOOT NER� b�E$ _0 uj PLACE ROOTBALL ON 1 = I1= TI I -I I1=1I1= _ 7111- 1I1=1I I I I ll I S4Sx36 STAKE FLUSH W/GRADE ail PRESSURE SO THAT ROOTBALL PRE --CONSTRUCTION D °C o- o UNEXCAVATED OR TAMPED SOIL 111.,;,111=11 II — — DOES NOT SHIFT. U �; 0 3X ROOTBALL -III= 3X ROOTBALL • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES. N Q TAMP SOIL AROUND ROOTBALL "" o DIAMETER �I' BASE FIRMLY WITH FOOT PLACE TAOTBALL ON DIAMETER TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT Q Ce Ln E PRESSURE SO THAT ROOTBALL UNEXCAVATED OR TAMPED SOIL. OF CONFLICTS. 0 DOES NOT SHIFT. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE 1-4 Z a TREE PLANTING WITH GUYS ON SLOPE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. � 4 0 CONIFEROUS TREE - STAKING SPECIFIED (P40N-IRRIGATED SITE) • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT I,, NO TO SCALE �� NOT•TO SCALE MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN W ¢ o STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON �...� 0 AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. ,. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. a L REMOVE ALL DEAD, BROKEN DISEASED AND WEAK CONSTRUC CIN f INSTALLATION z o BRANCHES AT TIME OF PLANTING • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY O ° OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS STANDARD FOR NURSERY STOCK". y AT THE; SAME GRADE AS ORIGINALLY GROWN OR 1-2" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, x PERENNIAL PLANT ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. SHREDDED HARDWOOD TOP OF' THE ROOTBALL WITH SOIL • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT >L BARK MULCH MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. AMENDED SOIL MIX HEIGHT VARIES WITH PLANTS 3" SHREEDDED HARDWOOD MULCH KEEP AWAY FROM TRUNK . CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION PROVIDE MULCH UP AND OVER SAUCER AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. UNDISTRURBED EARTH E INSPECTIONS, f GU AE AN TEE 1L 111 _II II- 2„ SAUCER • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL _ 1 MIN .I11 II -I I-111 CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. I -I I _ _ _ - _ _ �I I II I_:._ - - T _ - _ =1 REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. OF BALIL II-111=1Ti-= 111-1TI- Ili=III=1! -fr=1 = _ _ _ • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION 1Ti-1Tl=1I i- I -I I1=�f=1 I I-1I1=11I-I I1=fli-� i11_li i it 11TI I II Ij-11 )Iii 11 II i II 11i i II i II i it I II i II I I� i it 11 1 I ISI I II I -I AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE 308 NO. II L1J T1. 1116 III � � �L� �1 111�;,1I{{� IJ; BACKFILL WITH EXISTING SOIL. IN SANDY LOAM SOILS 'a ADD 20)% MAXIMUM (BY VOLUME) COMPOSTED ORGANIC OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE 24267 a PERENNIAL BED PLANTING DETAIL CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. MATERIAL TO THE EXISTING SOIL. PARTIALLY BACKFILL, . PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN SHEET NO. c NOT T6 0ALE SHRUB PLANTING SECTION WATER TO SETTLE SOIL, FINISH BACKFILLING REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. i NOT TO SCALE SCARIFIY BOTTOM AND SIDES OF PIT • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. C17 F N o: "s aao CW 0 0 a C aaa o uj O E X000 01 z Q NN O C 0 0% *r 00 m �oo o DATE p� y 08/11/08 DRAWN BY D. GRANDRELD • DESIGNED BY . A. GEORGE . CHECKED BY • S. SAUNDERS • i SCALE AS NOTED w m 3 H o C V v L N 0 �■ a Q W o <UJ 3 U W Q v T- - - 6" SAUCER REMOVE CONTAINER AND CUT i L- _ . ,. ;:,^;: VARIES WITH STEEPNESS OF cO W q W CIRCLING ROOTS SLOPE AND SOIL TYPE N TAMP SOIL AROUND ROOTBALL " BASE FIRMLY WITH FOOT NER� b�E$ _0 uj PLACE ROOTBALL ON 1 = I1= TI I -I I1=1I1= _ 7111- 1I1=1I I I I ll I S4Sx36 STAKE FLUSH W/GRADE ail PRESSURE SO THAT ROOTBALL PRE --CONSTRUCTION D °C o- o UNEXCAVATED OR TAMPED SOIL 111.,;,111=11 II — — DOES NOT SHIFT. U �; 0 3X ROOTBALL -III= 3X ROOTBALL • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES. N Q TAMP SOIL AROUND ROOTBALL "" o DIAMETER �I' BASE FIRMLY WITH FOOT PLACE TAOTBALL ON DIAMETER TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT Q Ce Ln E PRESSURE SO THAT ROOTBALL UNEXCAVATED OR TAMPED SOIL. OF CONFLICTS. 0 DOES NOT SHIFT. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE 1-4 Z a TREE PLANTING WITH GUYS ON SLOPE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. � 4 0 CONIFEROUS TREE - STAKING SPECIFIED (P40N-IRRIGATED SITE) • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT I,, NO TO SCALE �� NOT•TO SCALE MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN W ¢ o STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON �...� 0 AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. ,. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. a L REMOVE ALL DEAD, BROKEN DISEASED AND WEAK CONSTRUC CIN f INSTALLATION z o BRANCHES AT TIME OF PLANTING • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY O ° OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS STANDARD FOR NURSERY STOCK". y AT THE; SAME GRADE AS ORIGINALLY GROWN OR 1-2" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, x PERENNIAL PLANT ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. SHREDDED HARDWOOD TOP OF' THE ROOTBALL WITH SOIL • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT >L BARK MULCH MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. AMENDED SOIL MIX HEIGHT VARIES WITH PLANTS 3" SHREEDDED HARDWOOD MULCH KEEP AWAY FROM TRUNK . CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION PROVIDE MULCH UP AND OVER SAUCER AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. UNDISTRURBED EARTH E INSPECTIONS, f GU AE AN TEE 1L 111 _II II- 2„ SAUCER • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL _ 1 MIN .I11 II -I I-111 CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. I -I I _ _ _ - _ _ �I I II I_:._ - - T _ - _ =1 REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. OF BALIL II-111=1Ti-= 111-1TI- Ili=III=1! -fr=1 = _ _ _ • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION 1Ti-1Tl=1I i- I -I I1=�f=1 I I-1I1=11I-I I1=fli-� i11_li i it 11TI I II Ij-11 )Iii 11 II i II 11i i II i II i it I II i II I I� i it 11 1 I ISI I II I -I AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE 308 NO. II L1J T1. 1116 III � � �L� �1 111�;,1I{{� IJ; BACKFILL WITH EXISTING SOIL. IN SANDY LOAM SOILS 'a ADD 20)% MAXIMUM (BY VOLUME) COMPOSTED ORGANIC OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE 24267 a PERENNIAL BED PLANTING DETAIL CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. MATERIAL TO THE EXISTING SOIL. PARTIALLY BACKFILL, . PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN SHEET NO. c NOT T6 0ALE SHRUB PLANTING SECTION WATER TO SETTLE SOIL, FINISH BACKFILLING REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. i NOT TO SCALE SCARIFIY BOTTOM AND SIDES OF PIT • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. C17 F 0 0 a N CD LUMINAIRE SCHEDULE for PARCEL 23B1 0. 0.0 0.0 10.1 0. Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts MRAC - KAD 400M SR3 AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR MRAC BZM MAH3 1 -277 SP04 SF RSO PERFORMANCE SR3 ED -28 METAL HALIDE, KAD_400M-SR3 32000 1100 400 010 0.1 0.9 1 1 MOUNTED ON 25' OPTICS, CLEAR FLAT HORIZONTAL POSITION. KAD 400M SR4SC 0.1 0.9 1 I .4 4.3 03 SSS POLE FINISH GLASS. SINGLE HEAD. ,0.1 0.1 ]. 14 .3 3.9 0.5 KAD_400M_SR3 32000 1.00 400 SHERWIN 1 0,2 0.3 2.5 8 PERFORMANCE SR4SC OPTICS, CLEAR FLAT ED -28 METAL HALIDE, HORIZONTAL POSITION. WILLIAMS 0.2 0.3 0.5 1. .1 ,. 3 1,2 MRA. a INV OU-��\ 2.6 7 ROOKWOOD .e 1., .8 .6 0.4 0.4 0.5 0.6 0.5 0.6 0.5 0.4 0.3 0.353 641.56 GLASS. SIN ;LE HEAD. .0 0.0 0.1 0. R7 0!1.-0.2--6� Q 02 1 0.1 SHUTTER GREEN 1.4 1 p 2.1 1.9 0-4 8 .8 1.2 KAD 400M SR4SC AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR 3.0 3.3 3. MAH4 2 -277 SP04 SF RSG PERFORMANCE SR4SC ED -28 METAL HALIDE, KAD-400M-SR4SC 32000 1.00 400 � 0 H d MOUNTED ON 25' OPTICS, CLEAR FLAT HORIZONTAL POSITION. WILLIAMS CUTOFF. WMV SSS POLE FINISH GLASS. SINGLE HEAD. ROOKWOOD 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O,�O.Q„�.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1.1 0.2 0.2 J 0-70,7 TO BE SHERWIN FORWARD THROW, SHARP 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.1 0.1 0.0 ROOKWOOD LLJ WILLIAMS CUTOFF. SHUTTER GREEN a ROOKWOOD z SHUTTER GREEN Ul, 47 D SHUTTER GREEN > KAD 400M SR4SC AREA LIGHT WITH HIGIH ONE 400 -WATT CLEAR KBA&50M-R5 277 -SF H24 8" ROUND BOLLARD. ONE 50 -WATT CLEAR KAD 400M SR3 MBA 7 277 -SF H24 CLEAR ACRYLIC LENS. EA BD17 METAL HALIDE KBDB_70M_LV 3900 1.00 50 ED -28 METAL HALIDE, KAD_400M_8R4SC 32000 1.00 400 SHERWIN 24' HEIGHT. FINISH HORIZONTAL POSITION -277 SP04 SF RSG PERFORMANCE SR3 ED -28 METAL HALIDE. WILLIAMS BY ARCHITECT. MOUNTED ON 25' OPTICS, CLEAR FLAT HORIZONTAL POSITION. ROOKWOOD MOUNTED ON 25' OPTICS, CLEAR FLAT HORIZONTAL POSITION. SHUTTER GREEN SSS POLE FINISH - GARDCO WALL MOUNTED, WIDE ONE 70 -WATT CLEAR SSS POLE FINISH ® MWB 2 102 WT 70MH 277 BRP F THROW DISTRIBUTION BD17 METAL HALIDE MIW17M 6200 1.00 70 BRONZE PAINTED FINISH HORIZONTAL POSITION SHERWIN GARDCO WALL MOUNTED, FORWARD ONE 70 -WATT CLEAR CUTOFF. MWC 6 102 FT 7OMH 277 BRP F THROW DISTRIBUTION BD17 METAL HALIDE M1 W 17M 8200 1.00 70 BRONZE PAINTED FINISH HORIZONTAL POSITION GOTHAM ARCHITECT- RECESSED METAL HALIDE CLEAR 100 -WATT ROOKWOOD ■ MRA. 14 URAL LIGHTING DOWN LIGHT, 8" DIAMETER B017 METAL HALIDE AH t00MHC-8AR 8700 1.00 12b AH 100MHC 8AR 277 CLEAR SPECLAR ALZAK HORIZONTAL POSITION SHUTTER GREEN TRW SF HEB EQUAL REFLECTOR, WHITE PAINTED NOTE: ALL MAH4, MAH3, OC, OD -2 WILL BE MOUNTED ON THE CONJCRETE POLE FLANGE AREA LIGHT WITH HIGH EXISTING WAREHOUSE 01 0.1PA' 101 5 � 1.2 1.6 t 0.1 0.1 .' q,5 0.9 1.4 1.8 0.1 0.2 _ _ 9 1.2-tE 0.1 0.2 a 0 1.2 1.4 , 41 0.1 0.1 0. .4 0. 1.0 1.3 1 0.0 0.1 0. .41 0. 1.0 1.1 1 0.0 0,1 0.2 4 10.6 0.9 1.2 �.0 0.1 0,2 1918 1.1 1.8 1 0 0.1 D.1 1.1 .7 22 0.0 0.1 as 1 2.7 0 0.0 0.1 0 0.b 2. 3. 0.6 0.0 0.0 0,1 .1 t. Lo LUMINAIRE SCHEDULE for PARCEL 23B 0. 0.0 0.0 10.1 0. 0.1 .I OA 0,0 3.4 2.7 OG --_ �0.8 7.8 0.0 0.1 2r 1 0.2 0.1 MRAC - _I 0.1 0.4 7 0.1 MRAC CQP Lamp File Lumens LLF Watts KAD 400M SR3 _ m --'� 1 0.1 0.9 1 1 6. 0.2 I .0 0.0 0.0 0.0 I 10.1 0.2 0.7 1.0 07 0.7 0.6 0.6 0.6 0.5 5 0.4 0.4 KAD 400M SR4SC 0.1 0.9 1 I .4 4.3 03 4:5'/^- _-. -- ,0.1 0.1 ]. 14 .3 3.9 0.5 KAD_400M_SR3 32000 1.00 400 RC1 1 0,2 0.3 2.5 8 PERFORMANCE SR4SC OPTICS, CLEAR FLAT ED -28 METAL HALIDE, HORIZONTAL POSITION. KAD _400M-SR4SC 32000 1,00 0.2 0.3 0.5 1. .1 ,. 3 1,2 MRA. a INV OU-��\ 2.6 7 0.2 3 .4 0. .e 1., .8 .6 0.4 0.4 0.5 0.6 0.5 0.6 0.5 0.4 0.3 0.353 641.56 GLASS. SIN ;LE HEAD. .0 0.0 0.1 0. R7 0!1.-0.2--6� Q 02 1 0.1 .1 0.1X0.110.0.00..00 0.0 0.0 0.0 OA 1,@ B -B 00 V�0.0 0. . 0.0 0.1 0.1 0.1 WpO1 0.1 0.1 0. 3.P .9 1.4 1 p 2.1 1.9 0-4 8 .8 1.2 30 �.1 =02 3.0 3.3 3. � 1.1 1.1 0 0.3 04 0.5 1 .0 01 0.1PA' 101 5 � 1.2 1.6 t 0.1 0.1 .' q,5 0.9 1.4 1.8 0.1 0.2 _ _ 9 1.2-tE 0.1 0.2 a 0 1.2 1.4 , 41 0.1 0.1 0. .4 0. 1.0 1.3 1 0.0 0.1 0. .41 0. 1.0 1.1 1 0.0 0,1 0.2 4 10.6 0.9 1.2 �.0 0.1 0,2 1918 1.1 1.8 1 0 0.1 D.1 1.1 .7 22 0.0 0.1 as 1 2.7 0 0.0 0.1 0 0.b 2. 3. 0.6 0.0 0.0 0,1 .1 t. Lo LUMINAIRE SCHEDULE for PARCEL 23B 2.3 8 218 3.0 35I 42 5 11rL3.2 2I I 212 2 2 2. .9 1.7 1.4 1.1 LUMINAIRE SCHEDULE for PARCEL 23B 3.4 2.7 OG --_ �0.8 7.8 Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts KAD 400M SR3 AREA LIGHT WITH HIGIH ONE 4D0 -WATT CLEAR ----- ---- : ; I .0 0.0 0.0 0.0 I 10.1 0.2 0.7 1.0 07 0.7 0.6 0.6 0.6 0.5 5 0.4 0.4 KAD 400M SR4SC AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR 4:5'/^- �.5 0.5 0.6 0.6 0.5 0.4 0.5 0.6 0.5 0.6 0.4 0.6 BZM MAH3 2 -277 SP04 SF RSG MOUNTED ON 25' PERFORMANCE SR3 OPTICS, CLEAR FLAT E628 METAL HALIDE, HORIZONTAL POSITION. KAD_400M_SR3 32000 1.00 400 qM OC 8 -277 SP04 SF RSG MOUNTED ON 25' PERFORMANCE SR4SC OPTICS, CLEAR FLAT ED -28 METAL HALIDE, HORIZONTAL POSITION. KAD _400M-SR4SC 32000 1,00 400 SSS POLE FINISH GLASS. SINGLE HEAD!. 1.7 2 2.6 7 2.9 2.8 n �.6 O.S 0.4 0.5 0.5 0.3 O.J 0.4 0.6 0.6 0.4 0. k3.4 0.5 .6 0.4 0.4 0.5 0.6 0.5 0.6 0.5 0.4 0.3 0.353 SSS POLE FINISH GLASS. SIN ;LE HEAD. .0 0.0 0.1 0. R7 0!1.-0.2--6� Q 02 1 0.1 .1 0.1X0.110.0.00..00 0.0 0.0 0.0 OA 1,@ B -B 00 V�0.0 0. . 0.0 0.1 0.1 0.1 WpO1 0.1 0.1 0. 3.P .9 1.4 1 SHERWIN 2.1 1.9 0.$ Os 0. 700.4 0.5\0.4 0.3 0.2 0.3 0.3 0.4 0.4 0.4NV .d 0.3 0.3 0.5 0.6 0.5 0.3 0.3 0.3 O.J 0.2 0.0 IN ---'--- ----_-.- 656,71 0.0 0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.1 0.1 0.1 0,1 0.1 0.1 0.1 0. 0.1 TO BE SHERWIN FORWARD THROW, SHARP 1.1 1.1 1.1 1.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0 0.3 0. WILLIAMS .0 � 0 H d �_-... x � WILLIAMS CUTOFF. WMV N O ROOKWOOD 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O,�O.Q„�.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1.1 0.2 0.2 J 0-70,7 0.8 0.5 5 0. 1. 0. X0.1 0.1 0.1 1 0.1 0.1 1 0.1 0. 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.1 0.1 0.0 ROOKWOOD LLJ SHUTTER GREEN a W 1-- z SHUTTER GREEN Ul, 47 D > KAD 400M SR4SC AREA LIGHT WITH HIGIH ONE 400 -WATT CLEAR KAD 400M SR3 AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR MAH4 1 -277 SP04 SF RSG PERFORMANCE SR4S(C ED -28 METAL HALIDE, KAD_400M_8R4SC 32000 1.00 400 no OD -1 1 -277 SP04 SF RSG PERFORMANCE SR3 ED -28 METAL HALIDE. KAD-400M-SR3 32000 1.00 400 MOUNTED ON 25' OPTICS, CLEAR FLAT HORIZONTAL POSITION. MOUNTED ON 25' OPTICS, CLEAR FLAT HORIZONTAL POSITION. SSS POLE FINISH GLASS, SINGLE HEAD). SSS POLE FINISH GLASS. SINGLE HEAD. TO BE SHERWIN FORWARD THROW, SWARP SHERWIN WILLIAMS CUTOFF. WILLIAMS ROOKWOOD ROOKWOOD SHUTTER GREEN SHUTTER GREEN NOTE: ALL MAH4, MAH3, OC, OD -2 WILL BE MOUNTED ON THE CONJCRETE POLE (2) KAD 400M SR3 AREA LIGHT WITH HIGH BASE SEE DETAIL SHEET S9. OD -2 5 _277 SP04 SF RSG PERFORMANCE SR3 ED -28 METAL HALIDE, KAD_400M_SR3 32000 1.00 400 MOUNTED ON 25' OPTICS, CLEAR FLAT HORIZONTAL POSITION. SSS POLE FINISH GLASS, SINGLE HEAD. SHERWIN TWO LUMINAIRES MOUNTED WILLIAMS 180 DEG. APART ON SINGLE ROOKWOOD POLE. 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SAUNDERS SCALE 1"=40' Q V X N .L- o 108 NO. 24267 SHEET NO. C18 N � uu O C o L c a T O i a W > c o N O J Q -j L 3 U� f � c � W CO a v W a V ° 1 H w DG�� a U~ H W � O T Qc o E UJ W J -.1 O � c r LU `T W WV) F N z g O V z N O 0 a J Q V X N .L- o 108 NO. 24267 SHEET NO. C18