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Home My WebLink AboutSDP201700047 Plan - Approved Initial Site Plan 2017-10-20H:\15\V152000\DRAWINGS\PLAN SETSVNITIAL SITE PLANW152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:33 AM LAST SAVED BY: EVAN.NEWMAN STANDARD DRAWING LEGEND STANDARD FOR ENTIRE PLAN SET NOT TO SCALE ABBREVIATIONS - EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE SANITARY SEWER FOR ENTIRE PLAN SET WATER PUBLIC ACCESS ONSITE PROPERTY COMMON SHARED I LINE/ R.O.W. LINE PU DI' AC ADA _ ACRES �� AMERICANS WITH DISABILITY ACT - - NEIGHBORING PROPERTY LINE / _ _ INTERIOR PARCEL LINE STORMWATER FACILITY ARCH ARCHITECTURAL MANAGEMENT - EASEMENT LINE BC BF BOTTOM OF CURB BASEMENT FLOOR - _ _ _ _ SETBACK - BK - BL BLOCK BASELINE LINE BLDG BUILDING CURB AND GUTTER CURB BM BUILDING BENCHMARK CONCRETE CURB & GUTTER SPILL CURB I TRANSITION CURB BRL CF BUILDING RESTRICTION LINE --�- -__ CUBIC FEET CURB AND GUTT R GL CENTERLINE ---DEPRESSED CMP CONN CORRUGATED METAL PIPE- CONNECTION _ _ UTILITY POLE WITH LIGHT CONC CONCRETE POLE CPP _ �- CORRUGATED PLASTIC PIPE LIGHT CY CUBIC YARDS TRAFFIC LIGHT DEC DECORATIVE O UTILITYO POLE DEPDEPRESSED DIP DOM _ _ DUCTILE IRON PIPE �DOMESTIC�-� TYPICAL LIGHT ELEC ELECTRIC ACORN LIGHT C ELEV EP ELEVATION EDGE OF PAVEMENT - TYPICAL- �- SIGN ES � EDGE OF SHOULDER PARKING EW END WALL COUNTS X EX EXISTING FES FLARED END SECTION FF - FH FINISHED FLOOR FIRE HYDRANT �- - -/%O- - CONTOUR 190 -------------169------------ LINE 187 FG FINISHED GRADE TC X16.4SPOT OR 516.4 ELEVATIONS 0516.0 C 516.0 C 515.5 G - GRADE _ _--- _ GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL SAN SANITARY SAN GL GRADE LOWER SIDE OF WALL LABEL # GRT GRATE STORM LABEL # - GV HDPE GATIE VALVE HIGH DENSITY _POLYETHYLENE PIPE _ SANITARY SEWER ---SL LATERAL HP HOR -- HIGH POINT HORIZONTAL UNDERGROUND WATER LINE W HW HEADWALL UNDERGROUND ELECTRIC LINE E INT _ N -- INTERSECTION - -- G UNDERGROUND UNDERGROUND GAS LINE 0 INV - _ LF INVERT LINEAR FOOT OH- -- OVERHEAD WIRE -OHLOC _ LOD LOS _ LIMITS OF CLEARING �- LIM11rS OF DISTURBANCE _ M LINE OF SIGHT_ -- T UNDERGROUND TELEPHONE LINE T LP LOW POINT UNDERGROUND CABLE LINE 0 L/S -- LANDSCAPE _ a - - _.._ __._ - ._ - STORM ®.MAX � � MAXIMUM - ® s - e - ` ` -" - SEWER MIN MINIMUM SANITARY S MH �MANHOLE SEWER MAIN MJ MECHANICAL JOINT OC -W ON CENTER HYDRANT Yf PA POINT OF ANALYSIS -POINIT SANITARY MANHOLE PC CURVATURE STORM MANHOLE �\@ J PCCR PI POG _ POINT OF COMPOUND CURVATURE, CURB RETURN -POINlT OF INTERSECTION____ POINT OF GRADE W M WATER METER WV WATER VALVE • PROP PT �PROPOSED POINT OF TANGENCY _ -POINT GAS VALVE PTCR OF TANGENCY, CURB RETURN ® GAS® PVC POLYVINYL CHLORIDE PIPE METER _ PVI PVT _ R- POINT OF VERTICAL -� POINT OF VERTICAL TANGENCY RADIUS TYPICAL ENDINTERSECTION SECTION VIII HEADWALL OR �OR �J ENDWALL w RCP REINFORCED CONCRETE PIPE GRATE INLET O RET WALL R/W RETAINING WALL�� RIGHT OF WAY - CURB INLET S SLOPE O CLEAN O SAN - SANITARY SEWER OUT SF _w SQUARE FEET _ - (� ELECTRIC O STA STATION �✓ MANHOLE STM --- - STORM TELEPHONE O =/ MANHOLE Sm TBR SIDEWALK TO BE REMOVED EB ELECTRICE TBRL TO BE RELOCATED BOX EP ELECTRIC PEDESTAL EP TC TOP OF CURB - W TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL MONITORING WELL_ TYP TYPICAL- TEST TUG UNDERGROUND - N Y PIT UP UTILITY POLE BENCHMARK® W -WIDE --x--n- W/L WATER LINE - BORING} Y NW/M - WATER METERw- t PLUS OR MINUS ° -� DEGREE DIAMETER # # NUMBER H:\15\V1520000RA1NINGS\PLAN SETS\INITIAL, SITE PLAN\V152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:n ANI LAST SAVED BY: EVAN.NEWMAN G ENERAL DEMOLITION PLAN NOTES 1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS, ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON-SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON-SITE OR OFF-SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. 6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES, ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS .FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF-WAY. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIAIrE GOVERNMENT AGENCY. 11, USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IIN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ,ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND MIETHODS" ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. PROPOSED EASEMENT LEGEND SI I - SIGHT DISTANCE T DI - STORM DRAIN D-� SANITARY SEWER IW WATER PUBLIC ACCESS /PA COMMON SHARED I INGRESS -EGRESS PU DI' - PUBLIC UTILITY VA - VARIABLE WIDTH S STORMWATER FACILITY DI _ - MANAGEMENT GENERAL SITE PLAN NOTES ES 1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED, NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 3. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, INSPECTIONS, ETC, REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 5. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 12. CONTRACTOR IS TO EXERCISE EXTREME CARE PERFORMING ANY WORK ACTIVITIES O K AC (TIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA. 13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 15. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED. 16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR SUCH PURPOSES. 17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS SUB -CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB -CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. 18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR ITS EMPLOYEES AND SUB -CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES, BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON-BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB -CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM, GENERAL GRADING & UTILITY PLAN NOTES 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. 7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. 8. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 9. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 13, THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT PONDING, ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 16. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS, 18, CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES, CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. tM� z �J FI uC z F _j LL fl SpQu_� G� H (D F _ WOf¢zat-g �m JQ J"2�J �o =F Qo¢ < varcn❑ o© w o �� WQ 0 z Y aD-= gz¢ y C� XW <�z ��m�:2>! ws �r ¢co=Ujzz> W� >wI0Oww� m� 0 ==m R22� Z� CC =Z)°-r,�Ofz �g V w o w Q o o w a v �U)X EDU)Z0 w Zao W a� 0 o Q w w} a zg�xYU) o� w cD W Of z � z H z z 0 o W W w z H� awo> n.wowwIII = ]�E P� :)zmzzza- o� �� **�#y►*o y wk. REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I. D.: SD1 PROJECT: INITIAL SITE PLAN j �1 FORM O[,�R �j((jj(� J111�®O�JLJIeI SECTION I JLJ►JLe®CJL1S 4A LOCATIONOF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA i 1 TI BOHLER, G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com OF v DANIEL R. HINES ,a Lic. No. 043176 10/11/17 SSjoIVAi.G, SHEET TITLE: GENERAL, NOTES SHEET NUMBER: c-101 STANDARD DRAWING LEGEND STANDARD FOR ENTIRE PLAN SET NOT TO SCALE ABBREVIATIONS EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE SANITARY SEWER D- FOR ENTIRE PLAN SET WATER P 11 A - PUBLIC ACCESS ONSITE PROPERTY - - COMMON SHARED IE I ^� LINE / R.O.W. LINE _ AC ADA ACRES AMERICANS WITH DISABILITY ACT - - NEIGHBORING PROPERTY LINE ! _ INTERIOR PARCEL LINE STORMWATER FACILITY ARCH -__- ARCHITECTURAL MANAGEMENT - - - EASEMENT LINE BC BF BOTTOM OF CURB BASEMENT FLOOR --' _ _ _ _ _ SETBACK - - - LINE BK BL BL BLOCK BASELINE - - BLDG _ BUILDING CURB AND GUTTER BM _ BUILDING BENCHMARK CONCRETE CURB &7. GUTTER SPILL CURB I TRANSITION CURB BRL CF _ BUILDING RESTRICTION LINE CUBIC FEET 777 ' 77-77,77-777, ' '' CURB AND GUTTER CL CENTERLINE ---DEPRESSED CMP CONN CORRUGATED METAL PIPE CONNECTION UTILITY POLE .moo WITH LIGHT CONC CONCRETE POLE CPP CORRUGATED PLASTIC PIPE LIGHT CY CUBIC YARDS TRAFFIC LIGHT -� DEC DECORATIVE O UTILITY POLE O DEP DIP DOM DEPRESSED DUCTIILE IRON PIPE DOMESTIC TYPICAL LIGHT ELEC ELEC7RIC ACORN LIGHT 3'�Y ELEV _ ELEVATION- _ _ --- EP EDGE OF PAVEMENT -----gyp--- TYPICAL - SIGN ES _ EDGE OF SHOULDER -END PARKING � EW WALL �EXISTING COUNTS EX FES FLARED END SECTION FF FINISHED FLOOR -`- -%%0- - - CONTOUR 190 FH _ FIRE HYDRANT _- -------------169------------- LINE 187 FG FINISHED GRADE TO 516.4SPOT OR OR 516.4 ELEVATIONS 0516.0 I ffC 516.0 515.5 G GRADE GF GARAGE FLOOR (AT DOOR) �� 490 GH GRADE HIGHER SIDE OF WALL SAN SANITARY SAN GL � GRADE LOWER SIDE OF WALL LABEL # GRT GV GRATE �- GATE \VALVE STORM e LABEL # - HDPE M m HIGH DENSITY PIPE _ R SANITARY SEWER -SLPOLYETHYLENE LATERAL HP HIGH POINT UNDERGROUND W HOR HORIZONTAL WATER LINE --- --- ----- HW HEADVVALL E UNDERGROUND ELECTRIC LINE E _ _ INT INV LF LOC _ LOD -_--LOS _. `- •_ -- - - _`_ INTERSECTION INVERT - LINEAR FOOT LIMITS OF CLEARING _ LIMITS OF DISTURBANCE w�- G UNDERGROUND GAS LINE G OVERHEAD WIRE_ ---OH T UNDERGROUND T LINE OF SIGHT_ TELEPHONE LINE - - -- - LP LOW POINT C UNDERGROUND CABLE LINE O US _ „uMAX --- LANDSCAPE MAXIMUM - - - - - - - - STORM _ _- - - w - - - - SEWER MIN _.. MH MINIMUM -'MANHOLE "- S SANITARY S - - SEWER MAIN MJ - MECHANICAL JOINT ~� HYDRANT f OC ON CENTER PA -POINT OF ANALYSIS SANITARY MANHOLE O _ PC PCCR POINT CURVATURE POINT OF COMPOUND CURVATURE, CURB RETURN STORM MANHOLE \� J 0 M WATER METER 0 PI - POG POINT OF INTERSECTION POINT OF GRADE WV WATER VALVE • PROPm PROPOSED--� PT _ POINT OF TANGENCY GAS VALVE ElCR PTCA PVC POINT OF TANGENCY, CURB RETURN �POLYVINYL CHLORIDE PIPE I I� GAS METER ® PVI N� w PVT R POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY RADIUS TYPICAL END SECTION ice-, I� cw HEADWALL OR OR� �! ENDWALL RCP REINFORCED CONCRETE PIPE GRATE INLET O RET WALL RNV RETAINING WALL-- RIGHT OF WAY CURB INLET S SAN SLOPE SANITARY SEWER O CLEAN O SF SQUARE: FEET -STATION__ y OUT (� ELECTRIC O STA �s MANHOLE_ STM STORM (� TELEPHONE `T MANHOLE Sm TBR SIDEWALK TO BE REMOVED g ELECTRIC E BOX TBRL TC TO BE RELOCATED TOP OF CURB - ELECTRIC PEDESTAL TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL MONITORING WELL TYP UG TYPICAL UNDERGROUND- TEST _ UP W v UTILITY POLE ----w -� WIDE YYYY PIT BENCHMARK ® W/L W/M WATER LINE WATER METER w® BORING ± _ PLUS OR MINUS ° DEGREE Ql DIAMETER # NUMBER K\i5\Vi52000\DRAWINGS\PLAN SETSMNITIAL SITE PLAN\V152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:33 AM LAST SAVED BY: EVAN.NEWMAN GENERAL DEMOLITION PLAN NOTES 1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND LOCAL REGULATIONS. SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND OCA ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. ITI C 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR 1S RESPONSIBLE FORITO: O C A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON-SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. 7HE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, ANWALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON-SITE OR OFF-SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. 6, IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER, 7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFICCONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF-WAY. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN 'THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. 1T IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS' ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. PROPOSED EASEMENT ENT LEG END I SIGHT DISTANCE DI STORM DRAIN D - - SANITARY SEWER D- WATER P 11 A - PUBLIC ACCESS DI - - COMMON SHARED IE I -- - INGRESS -EGRESS DIU - PUBLIC UTILITY VARIABLE WIDTH S STORMWATER FACILITY DI _ MANAGEMENT GENERAL SITE PLAN NOTES 1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 3. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. 4. ALL WORK SHALL BEP PERFORMED ORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 5. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC, 6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY SOHLER ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAUBUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 12. CONTRACTOR 13 TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA. 13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 15 ENGINEER IN ER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED. 16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR SUCH PURPOSES. 17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS SUB -CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB -CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. 18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR ITS EMPLOYEES AND SUB -CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM 1S A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON-BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 21, THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB -CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. GENERAL GRADING & UTILITY PLAN NOTES 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2, ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY, 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. 7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. 8. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 9. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 11, THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 16, REFER TO SITE PLAN FOR ADDITIONAL NOTES. 17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE, IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS. 18. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. 2 Z Q w �Z iy U0 z u� OLL 15! CD !=4 J ti w� OJLL LL Z cn z I,- <0 �4 v¢I•-v)❑ 15LL W as a� > p��WU Lijraw E wm: :E> Y - --]� Jcnx Wzz> p'�� >WOOW Wof J m - ~C7 (DIx-III x-�� ` Q z_ x J 0 Z TF ¢ �a 4./ U ,�, Lu OOw J Cn Li cO cn Z 0 Z disk F.v Wpl�� O O ¢ �> wz¢z>- �> Z YYY,LJL)ID_ o� (� wC�Z��w tE ¢ w0O5- >- 5- �LL n.w0www= aLL xzmzzz0- �D g ��•�®are♦ z co a REVISIONS REV DATE COMMENT BY 1 10111/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I. D.: SD1 PROJECT: INITIAL SITE PLAN FOR BROO ILL JD kJ 4A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BolhlerEng.com V DANIEL R. HINES y ,p Lic. No. 043176 k4pN0NAL 10,/11 /17 &-j SHEET TITLE: GENERAL NOTES ES SHEET NUMBER: c-101 H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:33 AM LAST SAVED BY: EVAN.NEWMAN I ____ ______ --- - —_ -_ - - __ - ____ F, �74 U) I g i4 n �� - � 2 I- 0 = E=� 11��_ �_ 9 �) 9 = 2� �4 o ER -_ �w z 80 - j� .- z jE - � 4 Q,i< M,_� -, � z � (�_, 0 L, - __ U 0 - _j �� < LL , P4 - = 0 LL - �9 H- (D �- �= (J) 9i -. `� '-_� — __' Z <L F- :� -� T L� ,< INW4 �-4 H � :,2 Z) _j R� �; U P, P4 � = �- < 0 < - -_ �_- ,�� (:) Q < �__ (0 0 . g U 04 P, * + * * * * g ls g U) Y) �9: - W � 44 (:� 4 �, Engineer� or its desigliec or 1i) when it is constructed, inspected ,arid VDO`F has accepted the � - I I I W . & 9 Ei- � z . Qriginal Proffers X l I ___ ___ Ashwood Connection for dedication, oi- iii) a VDOT official otherwis I - e confirms fliat they are I located. Parks and Ck,ic Spaces shall be conve�yed io� and maintained by the Owner's . �=4 _� cj �-1 �� Ailleadment ______._ I substantially complete, Association. 5. Costfndex� W LU 0 �41 0 z �' . < :� E . P4 H < � Broollthill D. Rio Mills Road Connection, Pursuant to road plans approved b VDOT, the Owner shall _ V , 3. Cash Proffer for (2. lents Projects. — 10itat flavroven Beginning January I of each year following ihe approval of.ZfvfA 2015�007, flit:, ainount of each cast, z < - t� �w, CQ 0. = a. � L) -j z < W 1. 4 �_4 ��4 >- - - - - j >: z < 0 = (D K - . � �� - UJ Q� I :E < Of 0 , �J - - I - 2 > PROFFER SIATEMENI' construct a two lane road connection front Rio Mills Road to the newly -constructed, Berkmar� contribution required by Proffers 3 and 4 (ceffectively, the "Casli Contribution$" and individually "Cash P �4 �- _-, w - Le 5: g .� g < 0 = LU z z > 8 -_ Date. October I 31,20 16 Z_klA No. 2015-007 Brookhill Drive Extension in tile approximate location shown on Exhibit D! Rio Mills Roadway Connection ("Ric) Mills Road Connection"), The Rio Mills Road Connection shall be substantially completed � -A � The Owncr shalt contribute cash on a per 'Inarkel-rate" dwelling unit basis in ex,cess of the � number of units that are allowed by right under the zonings in existence prior to the approval of Contribution") shall be adjusted annually unfil paid.. to reflectany increase or dQcre,ase for the proceeding calendar year in the Marshall and Swift Building Cost index for masonry walls in the Mid -Atlantic OEM( Q� ��-, ,!� w > � 18 c� 11� I" - -- - ��' �,, U� I = - 2, T TU 9 84 Z�o LD F- 0 F_ �- l- F- f� -_ Tax Map and Parcel Nfarrlber(�.); 04600-00-00-018,M), 04600-00-00-01800 04600-00-00-01900 to: i) issuance of the two huindredth (200th) Perm it for a- dwellina unit (other (han � this Z`MA 2015-007 for, the purposes of addressing the fiscal impacts of development on the ("NISF'). The annual adjustment shall be made by mult�plying the Cash Contributions ariount 0 �� , = :D = _j Z) X Z z� -� 0 UJ 0 0 LU E� and prior a multi- proffered 0 0 U �4 LU < .- 0 Tax Mal) and Parcel N u ruber(s) High, School Site - 04600-00-00-018BO and 04600-00-00-018DO family dwelliti-, A*,qi,,,(,;d Living, nursing hQuic, m,st 11011le, or convAscm facility), or ii) tile 0- County's public racififies and infrastructure, i.e., schools, public �,,afoty, libraries, parks and d -tic flor tile, preceding year by a fraction, the. numerator of which. shall be the tvIS1 as of Deceniber t in the I _j V) = co co z - [B P �� -' �E - ,� &-� *+***** iN '_ occupancy of twenty five thousand (25,000) s � quare f�et or more of non-r.QsiLIe.p(iaI space within tratisport4tion. Por the purposes of this Proffer 3, the atunber or units allowed by ri ght under the preceding calendar year, the denominator of which � shall be the MS1 as of December I in the y e'ar Z g �� _ � - w -, C� � Owricil(;s) of Record: CHAR1,CS R., HAUGH & ELtZABET11" ANN OGLESBY IIA11(4H; CIIARLE'S R. HAUGH, & E.J. OGLESBY, JR., TRUSTEES- CROCKETT CORPORATION. a 7 Block I of the Project, Which ever first occurs'. . - R -I Residential zoning is (wo hundred sixty-aine (269) single-l'andly detached units. A ��madket _' fl -tat Is not cith I -ale" Unit i,% arty dWelfirILI, unit in the Project � cTa For-Salc AfTordable HOU611- Unit M preceding the calendar year most recently ended I I (the "Annual Percentage Cliange")� By way of example, I � the fira annual acijustment shall be $7,333.18 x 2017 MSI/2016 JMSI. Each. annual adjustment shall be 41w^ �4 P4 a — 0 �4 2 S-2 �_ P4 p, y - - - X VIRGINIA CORPORXTION; HORNE 1,,,t ND CORPORATION, a VIRGINIA CORPORAX16N Witb the first final subdivision plat, or first filial site plan for any of tire Property, MfUding flit: 1 or Foi -Rent Affordable Unit a-, de-seyibed in Proffer 4 (`Jvlarket Rate� Uni�'), The cash based on the arriount of tile proffered. Cash Contribution due for the immediately precedingyear based on - . 1111111111� W E !�E .� �) P,� 0 0 < . >_ Q� Q_� � 8 AND CRAFTON CORPORATION, a VIRCANIA CORPORATION subdivision of Block t9, Owner shall dodicatt� sufficient land to permit the construction of the contributions shatl Lie Seven Thousand Three Hundred Thirty-three and 181100 Dollars ' the, formula contained in this Proffer 5 (the aniourit derived fioin such fbrinula shall be referred to "Cash �, C� 3: z UJ >- < - � � - I < 15; z >- T - , '11i Proffer Ric) Mills Road Connection (including right of way and grading cascmerits,) as conceptually 'd (S; 7,333, 1,S) for Qach single fan.ifly detached iMarket Rate Unit, other than a constructed For-,Sqile . AfforLiable F)welling Unit within the Proffer In hereinafter as the ContrRiLition Due"), provided, however. in nu event shall the Cash Contribution I , I by the Owner be less than Seven Thousand Three Hundred.Thirly-lbree cf) C�f) z 2E �� z U, a- �t 5� :� C_� W pig -12mo=-w -_ -� I Date of Signature: (�t --,--ZL . 20 1 4.-, _V1 — icatil tO -)e shown on Exhibit D. (The tic on plat for the Rio Mills Road Connect' a shall riot L � approved initil ,all road and infrastructure plans are approved arid constructed ar bonded). Owner -Project qualSying its such under -4, other Words, ' the cashcontributual for niarket rate,:ltigie fwl ily i , i un ts shall begin after dw issuance of a CO f`Qr a-MOLIU1. paid 1&'IqO Dollars $7,333.18persingle familydetache,d Markc�t Rate Unitand Five Thousand Fourf-ILUICIT d Foi -seven nd m . e -ty a Z Q �- Z Z 0 0 LU 0 W m - - >- , �5 61 ;� W g UJ 0 > �_ . �y 44 U) 3: co 3:3: 3 . . Approxboately 277.$ acres to bc -cQzoned filim R -I Residential to NAID (Neighborhood Muldet .. bear the Rio Mills Road Connection the 269th slogic (Itinily dwelling unit and Prior to the issitance of a CO for (he 270th single, fiamily 57/100 Dollars $5,447,57 per single family attached Market Rate Unit arid SLvcn Thousand FcFur 19 �4 0- I 0 LLI Ui LJJ �E -� 5� �, P; Z) z co z z z a_ � District) shall costs associated with preparation of the dudication plat for review and approval by Albcmarfe County (the "County), The Rio, Mills Road Connection dwelling unit. The cash contributions T -or each single fainily attached Market Rate Unit shalt be Hundred Nineteen and 91/00 Dollars $7,419.91 per muldfarnily Market Rate Unit under Proffer 3 or �' � P4 1�� LLI P z i �s � I � shall be determined to be Substantially completed by: i) the Albemarle Count, Engineer. or its Five Thunsand Four Hundred and Foriy-seven arid 57/100 Dollars ($1,4"7,57), other thaii a 'H Twenty -Four Thousand and Three Hundred Seventy Five, Dollans $24,375.00 per affordable dwelling unit Vroffer "Minimum rn - - . - _� - P CHARLES R. ItAUGH & ELIZABET11 ANN OGLESBY RAUGII are the owners of Tix Map 1� �� I - , designed or ii) -when it is constructed, inspected a VDOT has accepted the Rio Mills consmucted For-Satv Affordable Hou�ing Unit or a For Rent Aftbrdable � ousing Unit within tile under 4 (the. Cash ConiributluW'), The Annual Percentage Change shall be calculated I H - Z Cn i -E Parcel 04600-00-00-018A0, CIIARLES R, HAUGH & E. J, OGLESBY, JR. TR:UIST�LES -arc Ithe -ad Connection for dedication, or i1i) a VDOT official otherwise Qorifirms that the), are substantially Project qualifying as ,such tirider Proffer 4, The cash contributions for each aillif4ruily Market hal ' each year using the Cash Contribution Due, even though it muty be less than the Minimum Cash . Cot Aribution, HOWEVESR, V.. _� �) . �4 rn owiters of Tax Map Parcel 046(10-00-00-01800, and CROCKE'TT CORPORATION i,s the owner of I I be Seven Rate Unit 81 ,r housand Four Hundred Nineteenarid, 91/100 Dollars ($7,419.91), other the aniount paid bv the Owner shall not be less thart the lklinillnum Cash __j Tax Netap Parcel 94600-00-00-01900; all of the owners, of such parceN ,are- rellerred to hercin, ColleCLi'vely complete, than a constructed For Salle Affordable Hoi4sing Unit Or For Rent Affordable Housing Umt,,vitbin � Contribution, For each cash contribution tfu�t is beina Paid itlr increments, the unpaid increnientat o I F, 'I as [tic "Owner" and the parcels ate reflerred to herein as the I'Property� HORNE, LAND the Project qualifying as. such under Proffer 4. pa�ynlerlts shalt be correspondingly adjusted each year. � REVISIONS - CORPORATION is die owner of Tax NhAp Parcel 04600-4)0-00�018110 and ClUkFTIDN E, Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a _ I COMMENT BY CORPORATION is the owner of 'DwL Nlap Parcel 04600-00-00-0181K 11te Property is the subject of . proposed Transit Stop on tile Application Plait (the "Transit Step"), The: Transit Stop shall be , 4. ,UTordablellousing. 6. Credi( For'In-Kind Contributions, i lie rezon ing appl ication identi ffed �y A I beniarle County (the �'C'oi inty") as "ZMA 2 0 t 5-007" for a proj ect ,, designed arid constructed in coordination with. r . and approval by the County Director of 1 10/11/17 ADDRESSING RTY known is "Brookhill'(the "Pr(Ject"),, which includes the application plan piepal-ed by Collins Community Development and -Regional Transit Authority (if in place) and shall incorporate a 11e Owner shail urovide affordable housinv equal to fifteen percent (i�%) of the tot I It � ' I a ntrabey (if - Not a to t -withstanding, the provisions of 1hese Proffers to the contrary, the Owner's oblig, fi n to p, v Cash� I . Engineering entilled. "Brookbill Neighborhood Niodel District (NMD) Application Plan," last revised M - shelter, including it rest bench, pedestrian access, and signagc. equal to or better than the Current residential unit,-; coustructed an the Property, For example, if one thou_,zand (tOOO) total units 11T, I Conitibutions sball riot commence until the number ofurtits. to which such Cash ConlribLitions, apply ' . COUNTY COMMENTS � September 1,6, 2016 (the "Application Plan",�, a Code, of Development Q,ntitled itie `Brookhill transit stops for Char lottesvil le Area 'Transit (CAT). The Transit Stop shall be installed and � I constructed iiT the Projem one hundred fitly (150) units, or their equivalent, arerequired to be provided to , - - have been completed that results in what would otherwise have been a total Cash Contribution equal to I - Neigjtborhuodl Model Code tit' D�tvelopmerit." last revised October 13, 2016 (the I�Code of Completed Cot y With tile hlSt� _1CL1lTQ.ntI 'Illation Of surrounding roads and sidewalks within Block 1. , 1, fy this Proffer 4, .3 11 Ii s subject to paragraph 4C, The Owner or its successors in interest reserve the right to the total value Of'. 0 the Elementary 1111provements. to be completed by Owner, ii) � School Site, and relatedi I I Development")- CapitalizLd terms, not other,vi5e definea in these Proffers shall have thesame definitions - 'rhe Transit Stop arid above referenced features shall be dedicated to public, use, or the Owner mut�( the affordable housing ob�jective through, a variety or hou�ing types, including but riot limited to fbr the Hi__gh School Site, id) the Rio Mills Road Connection, iv) the Polo Grounds Road Improvements, v) - as 3d forth in either the Code Of Devolopaw,rit or the Application Plan, , shall gront an easement as necessary to all0w f0c tile publiciwcess arid usage of such facilitics. sale units, rental units, accessory units and Carriage Units, ("Affordable Unks") or through cash I Rouce 29 Intersection Improytments, A) Ashwood Boulevard Connection, arid vii) the Trail Network, I � . - I . contributions, a�; wore particuLtrly descEibe-d In sections 4A, 413 and 4C below. � (Qolicctively referred to as the "hi -kind Contribution"), The In -Kind Contribution shall be Punmant to Stction 33.3 (if the Albemarle Count,,! Zoning, Ordinallu, the Owner hereby ooluntardy - I I F, Public Transit Opgjt�g�tqw (60) days of ty, ,LExpe�� Within sixty ansit services to the Property S31,086,66�_.86� The In-kind CGrilribution reflects the -value. of the itriptovemcnts that the Owner has prorfets the vonditions listod. below w1tich shali be applied to (lie Property if it is, rezoned to die zoning � � having commeticed by ChT, a regional transit ,,In therity, or other provider of transit service A� For -Sale Affordable flousin Unit& All pawhasers ofthe For -Sale Affordable Housing Unit,, " � I committed to make in these profferi that are .for the. benefit of the public. In other words, the Owner $11alf district identified above, Thl�e conditions are prof&Tcd as a part of (lie proposed rezoining, and the � selected by the County, the Owner shall contribute Fifty Thousand Dollars (ssvoo) to the (defiried below) sbill be approved by the Aih0flarIC County Housing Office or its desi"llec. � Pot be required to pay any pet unit Cash Contributions until the tilne of tile issuance of the building , Owner acknowiedgcs that (lie conditions ore reasonable. County to be used for operating expenses relating to transit service to the Pro perty; and Owner "For -Sale Affordablo Housing, Unifs" shall be &k.'elling units offered forsaiQ at prices for which z� per,n it for a new urn t completed after applying it credit forthe In -k i nd Contrib Lit ion, [iittieevefittliatille . �. shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period households With incornes less than ei _03ity pe-rcent (80%) of thearca median incoi-ne may quality, Project is completcd prior to the balance of the In-kind Contribution being exhausted, any remaining . I - 1, Tralls Jortation fil 1provellients. I of nine (9) additional years, such that the, cash contributed to tile County pursuant to this Proffer and shall, not excecd sixty-five percent (0%) of' VHDA5s Maxilitum Sales Price for fir,t"(ii e , - S n balance of the fri-kind Contribution may not be appilecL for any other project or development. . IF,shall not exceed Five, flundred Thousand Dollars (S-500,000). The monetary contribution in homebuyers. The Ow tier shal I pro,,�dc the County or its, designee aperiod of one hundrcd twenty to 7. Elenientary School Site, A� Polo Gawnd Road hTi gS, , Pursuant to read plarisapproved by the Vir I— _____P1LPi11_C3n1_nrS ginig, Department years two (2) through ten (10) shall be paid by the anniversary date of the, first c.,oritribution and (120) days identif�, and prequaliCy an eligible piaviiaser For -Safe Affordable: Housin- Units. I - _1 = of Trallsporiat�on ( ' .'VDO`l.), the Owner shalt con,qruct all ilitersecflon �uj�.] turn latle. improvements, including improvements to the horizontal aligrinient,verticat aliginient and cross� each Such Contribution sliall be conditioned LIpOt1 transi I t service being provided to the Property I lie one hundred tweilty(120) day period shall commence upon written notice fi-oul (lie O�vner . that the unit(s) shall be available for sale. This ixotice shall not, be givel., more illan. ninety (90) Within one. year after written request by the County, but !it no event earlier than otie year aller the, date of _ ' section of Polo Oman& Ro.ud ("Poh., Grounds Road lrnprcwenients`)� '],'Ile Polo Grounds Road during the twelve (12) mouth period prior to such. contribution. cp I . I days prior to receipt of the Certificate of Occupancy tbr the applicable For -Sale Artordable issuance of the first (t") CO issued for a dwelling within the Ptqject� the Owner shall dedicate to the t, �, I I J — It 'veinelits shall be Completed in tw(. nPro -� phases� 0�wner shall begin coristructi ton of Plia'se 11 �3s flousing Unii� the County or its designee may their have thiXty (30) days within which to provide , _ County, by fietieral Warranty Deed arid without consideration, fee simple title to a parcel of tand ror a F, 'I I I depicted on the Figtire A, Brookbill Traffic Phasing Plan ("rraffic Phasing Plan"It, prior to lhe �, (1 Construction Traffic MaLliaenient. Tln� Owner, shall establish Construction Entrances to the a qualified pxirchaser far such VOT-Sale Affordable Housing Unit, If the County or its designee public clernentaay school of, as shown on Figure & BrookitiLl School. Sites C,dilbit and labeltd � I ' ' I t-,StlarlCe, ijfa bUddiflig PCrniii ("Permit") for the first (I"t dwelling wilhin the Pr")jtc(, and tht Property, in locations as approved by the County and VDOTas part of the Erosion all(] Sediment doe4 riot provide it qualitied purchaser during fbe one hund-tvd twenty (120) day period. the ' "Elementary School Site" (the "Elementary School Site")� 'The Elementary School site shall not be less _ I I �, Phase If Polo Ch'ounds Road Improvements shall be substantially completed prior to issu- ' I , ance of Control Plan and Sile Plan process� DurinD the period in which all roads will be consiructed " Ownur shall have (he right to sell the- unit(s) without any restriction oil sale�s price or ' ineol'110 0 r than seven (7) acres, arid shall abut a pLibliclymdedicated right of way, The Elementary School Site shall I within the Prope,rty (and until completion), construction traffic shall be required to use the ' be a graded arid compacted pad site with water, sewer arid electricity utility connections constrw�tcd to the � Construction Entrances as c1c,signated in the approved Erosion arid Sediment Control Plan, Tile - " - rr - I . - -1, Page 5 of 10 I Page 7 of 10 � � I �� I � I I Page 3 of 10 I KNOW WHAT'S BELOW ALWAYS CALL 811 1 BEFORE YOU DIG V It's fast. It's free. It's the law. .) NOT APPROVED FOR �. ) citliQr i� a Permit for the fiftiedi (50"') d�vf Hing (other than art A%�,isted Living, ritirshig Itorne, rcst hollw �1)17 e0ll,VaItsctut facility) within the, Pro�jcci, or ii) a certificate of occupaiw,y for any units Owner shall prohibit such construction traffic, from entering the Project via Ashwood Boulevard and N-Iontgoinery Ridge Road� OuQe the roads are completed mid dedicated for public use 11-te 'r , the purchaser(s), Carriage Units, is defined in the Code, shall not exceed INventy-five percent (25%) of the total Affordable Unit& edge of the, parcel to accommodate an elementary school according to standards of (lie County School Division's Building Services Department. At the option of tile Coluity, arid in lieu of the construction of r'PROJECT No.: V1 52000 " DRAWN BY: EEN CHECKED BY: RTY ' �vlfllirt a mulfi-flunily dwelling within the PrqJec(, whichever first occur,s, Phase IAI, as depicted I , , � Owne17 Shall flo longer havv the .ainhority or responsibility t reg la c I I o " te traftl thereon, a school, a public park may be established li,y the County on the Elementary School Site. DATE: 7/31/17 on the Traffic Phasing, Plan, ,shall be cdlnP1QWd Prior to issuance of any Pei - Init fo r a dw,lefling , B, F 1�LrLrAffbrdqI L-QK- _-)Ie H�jLisj�pg,_QntLs� SCALE: N/A (other than a inulti-family dwelling, A�sslslcd Living, aursing ltoaie� rest horne or convalescent iect. R Road jq�ip�oyvs�;_p�_afs, C_Y�4g_raflv, The road iniprovement,s listed in paragraphs IC and I D (die -'Road Irnprovernenti"),,above � CAD I. D.: SD1..,# facilitv within Blocks [4-18 of die P The Polo (!rounds Road Impro-vell-lents ,shall be ') I rol shalt, be constructed in accordance With. road Plans submitted by (1) Rental Rates� The initial net rcnt, for each rental housing unit for which Owner seeks — 8. Public Ifigh School or Institutional Use Site� desJgoed anti constructed to applicabie VIXA'5tandards, including, without linnitatiou, VD(YI"'s the Owner and approved by VDOT, and shall he dedic4ted to puhlic use, All of the Ro,ad qualification for the purposes of this Proffer 43 ("For-Rc,llt Affordable Housing r- PROJECT: I Geometric Design, The Polo Grounds Road Improvements shalt be determined to be Improvemenis shall be designed and coostructed to applicable VD0T standards, including, I Unit")SIlall riot exceed (lie then -current arid applicable maxinjum net rent rate approved Within arie vent 4'er written request by the, County, the Owner shalt dedicate to dw County, by General - I substantiaHy o,',mipleted by., i) the ,Adbetriarle County 1,�'ngineer, or M designee, or H) when they, I Mthoul limitation, VDOT's Geometric Dosjgil� I I by the Albemarle, County Housing Office. In, each subsequent calendar year, the monthly c;� I Warranty Decd and without consideration, fee sit le titl to pareel � lip 0 a of land for a public Itigh school, INITIAL are constructed, hist-wicted and the VDOT, consiruction bond is released, or iii) a VD0T official net rent for each For -Rent A ffoMable Flousing Unit rnay be increased up to tbree.pment . and/or such other use as the, County rilayr determine suitable, ofnot less than sixty (60) acres abutting a othenvise confirras that they are substantially compiete, 1, Polo Cilrounds Road RailrqL 'er mz�s- Within airiety (90) days a 11cr the request by (lie County ____ KLQv_f1__ (3V 6). For purpose of this Proffer 4B, the term "'net rent" incans that the rent does no( publicly c-111 ,! as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "I -dedicated ri- t of way -figh SITE PLAN and the approval by VD(fF. Owner shall calase it) be insfalled,at Owners expense, a tra ic sigilaf � I fT _, include tenant -paid utilit ics. The requirement that the rents for such For -Rent Affordable School Site" (tile, "High School Site"). The High School Site shall be conveyed as -is, without a y n Pursuant to approval by VDGT� Polo Gimmick Read Improvements shall include salairiander at Ilic Polo Grounds Road and lNorfolk'Southem Railroad (Dverpass. If, vvithin feti (10) years after Housing Units may not exceed the, maxinitan rents established in this paragraph 4B shalt inifirovenitnts or warra. � tity as to suitability. . funnels, shown CUI]CeptUally in Figure B, ("Salairiandef Crossing Exhibil"), Maintenance Of Llhe - the date of issuance of the first ( Ist) CO for a single family dwelling within the Prnjvct, the I . apply for it period of ten (10) years following the date the cc if' of occupancy is cl, rt ficate I FOR SaIdDlinder ruancis shall be the responsibility of the Owner, and a maintenance agreeincrit shall County has riot so mquested, (or VDOT nas not alij)roved the trafric signal withill that time issued by the County Foreach For -Rent Affordable Housing Uhit, or until the units are 9. Historic Resources. be established and approved by VDOT during the VD01're.view �.)f [he road plans for the Pollo period) the Owner shall be reheyed Of any obligation to install it traffic sipal. - sold as kmv or moderate cost units qualitYing is such Linder either [fie Virginia Housing 0 1 BROOMILL Orouadq Road linprovenients. Development Authority, Farmers Horne Administration, or t-fousing and Urban � A. National Register of Historic Places Eligibility. The existing Broolchill dwelling is eligible for - 2. Trails, Parks and Civic Spaces. Tbe Ownershall provide, the following improventerits within tile I Development. Section 8, whichever conies fIrst (the "Affordible Ter tit"), - the National Register of Historic Places. Owner shall address any adverse iinpact to this SECTION I H. Route 29 Intersection Improvenienig.. Pursuant to read plans approved by VD01', the Own�er ,�_ . . property: designation as part of the Section 106 Review Linder the National Historic Preservation Act of shall construct all intersection. arid turn laric ini provements almig Route 29, Conceptually depicted Nan A trail "Trall I � (2) Col1vcv1t_iceof!_1ntcrest. All deeds conveying any interest in the For-Reat Affordable Housing Units during 1966 (NFIPA), which is admilliS(6led by the Virginia Depa,ftmerit of Historic Resource's (DHR)� I I 1 BLOCKS4A 43EI tile Appitcation ("Roule, 29 Intersection tniprovevncnts",�, The Route 29 Intersection ,A, _Trai!Nlet,�york� primitive network (dw Network"), consistent with the County's , the AffordableTerm shall contain language reciting that such unit hil,proverricrits, shall be substantially completed prior to issuance of either D a Perinit. ilor 0-,1e � desi -3 gn standards for ,,, Class [ - 1y1w, I primitive nature trail, shill be established within, the , is subject to the terins of paragraph 4B. in addition, all contracts pertaining to a _ DeL _ .sa I 13, Kjernqte�ry in tion. Owner shall i) delineate any cvmtzte6zs encountered within th P j t e ro V6 fiftieth (50"') dwelling (,other thaa an Assisted Living, auming lionte, rest fioule ('11, convalekeint I Orectiaway as describcd witbin the Code of Developinent. The general location of the 'frail Conveyance of art), For -Rent Affordable HOLISing Unit, or any part thereof, during the ' � on tile site plan or subdivision plat for the area to be developed which contains such couletery or � LOCATION OF SITE I . hicility) Within tile Pro , ect or ii) a CcTtificate of Occupancy for any units within a multi-fturtily I I Network is shown on the Application Plan; however exact. trail locutions shall be det;�rinlned by - I Affordable Terin shall contain it uotnplcti� arid full discloso' - re of die restrictions nid ' cemeteries, and H) ,submit a treatment plan for any. such. cemetery tbr approval by the Coun ' � I � , ty ROUTE 29 SEMINOLE TRAIL RD dwe�ling within the Project, whiclic,i-cr first occurs. The Route 29 Interscclion huprovemenits � the Owiwr based on site couditionsand in, coordination with. the County� Installation of (tie Trail controls established by (his paragraph 413. At least thirty (30) days prior to the Director of Community Development, or its desii-nee at the plan or plat review- . _ AND STATE ROUTE 643 shatl be desig,ned and constructed to applicable VIJOT atandardst including, without liraflation, Network shall conitnenco, Qonctnixently with the site work for [fie first Mock developed -within the conveyance of' any interest in any For -Rent Affordable Housing Unit dLATIP . , the POLO GROUNDS ROAD VDOT's Geometric DQ -sign, Thie Route *29 Intersection Improvements shift be determined to be � � . Project and the ernfire tral I netwotic shall be substailtial ly Qompletcd prit,)r ct,) issuance a, tile filve i Affordable Term, the then -current 0�,qlcr shalt n tify tj e Co 0 A unty iii writing of tire C� Cirecriwav Area Woodlands Cam�. There shall be no land dismi-bance by Owner or by -,my of its subsi, s antialrf completed by: i) flic Albemarle County Engincer, or iL4 designee,, or ii) when they , , huneiredth (500(h) Perinit for a dwelling (other duat a NIulfi-finaily dwelling, Assisted Livin- -1 1�1 .1 conveyance and provide the name, address and telephone number Of the potential grantee, m I licensees, or successors Liftho Woodlands Camp located in tiie Green way Area and identified in CHARLOTTESVILLE & -Eire constructed, inspected and the V DOT constiLction bond is released, or A I a VDOT official I iiursio.ohorue, rest houie or convalescent facility) Nvithi; ih,e Prqicct, The Trail Network shall be . r, and state that the requirements of this paragraph 4B(2) have been smistled. � the Phase I Historic Resources Study for the Project, ALBEMARLE COUNTY, VA othenvise confirins that they Eire substantially winplote, , I � detern-iined to be substantially completed by the Albcinarle County Engineer, or its desiDgice. . I _ `� %, i (3) !�� During the AfIbrdable"Ferm, within thirty (30) days of each . This prorber Staternen( mav be executed in any number of' counterparts, each of which shall be on original . , F' -Is C. AshwonJ Boulevard Connection, Pursuant to road plans approved by VD(Yr anti a wniporar-y _________� Upoil written request by the County. but nor: prior to the issuaiwe of the five hun,dredib (500th) , rental or tease term for each For -Rent Affordable Housinu Unit, tile til � � � en��current Owner and all of which. together shall constitute but one and the sartie, instrument. � C10110YUction casement and inairitenatice aLace,nient approved by the County, the Owner shall c,onstruet: the Asbwood Boulevard Connection, as conceptwally depicted with iinprovements, and Perinit 140T a dwclling within the Pr4jecl, the Owner shall dedicate to tile County an easement tbr ' public use over the. Greenway area, as,showu on the Application Plan. Prior �0.. the County's shall provide to the Afbern�rfe County f1mising Office a copy of tile rental or lease agre�ment for each such Linit rented that shows the rental rate for Such unit and the terin M BOHLEk landscaping showri on E,%hibit C�, Ashwood Boulevard Connection ('-'Ash�wootf Bouievard request to dedicate such easement, the Owner irtay dedicate portions of the Cireciawpy liy of tile rental or lease agreement. In addition, durnit 7,' the Affordable Tcrtn, the then- ENGINEERING Connection"), The Astiwood Boii6evard Connection, which uICILides a pedestrian co-nnectiori, easea,onl coacurrently ,,vith one or more subdivision plais for areas & C � lyin �' adjacent to th current Owner shall provide to the County, if requested, any reports, copies of rental or 28 BLACKWELL PARK LANE, SUITE 201 ---hall be bonded ,�� . ,prior to road plan approval and substantially completed prior tw i) the issuance o& Greenway; li,vovidcd however, that Owner rrifty rcserve in queli easernents,, � lit'llts; of access for lease agreements, or other data pertaining to , rental rates as the () at I ay , on, C u y n ,reis ably (fie five humixedth, (500th) Pennit 6or a divetling (other than a avulti4atnily dwelling, Assisted grading, utifideq and mainteriance. E�ach snbdivision plat shall depict the Greenway - . area to be require, WARRENTON, VIRGINIA 20186 1[jivin, 1 & nursing home, rest holile or convalescent facility) or ii) tile isstlance of the eight , � . - v dedicated anti shall bear a notation that the Greeiiw�kyarcrt is dedicated for public ws - if, I h - e a ( C [Signature Pages to Follow] Phone: (540) 349-4500 hundredth (800th - ) Pernit forany dwelling type within the ProJect. whichever first occurs, Inany thne die County reques�ts dedication of the Gxcenway, ,-my part of the (Ireenway that has riot been C. Cash in lieu of Constructing Affordable Dwelling Units. Fax� (540) 349-0321 event, Owner Shall have completcri flit, Ash,vvood Boulevard Connection prior to tit ,e �:.Ornplerioii dedicated by subd ivision pkit, A'Lall be (within six (6) niouth� of such rQqoest) at Owner's cf.:s 1, Ill. licu of constructing For -Sale, or For -Rent Affordable Dwvlling Units for fifteen pereent (15%) of the VA@,BohierEng.com of t'he ivestem extension of A,Khmfood Buulevwd to, Berkmar Drive Eytertsion� . -surveyed, platied and recorded with one or more dee(Ls of cazscmerd de&-,afion. , - toial ilumber of Units, thc� 0�yll�r has the option to makc a ca-5l'i contribution to Albernaric County f r the o N. ---./ � I— - r I ___ - 1-1 I _�� I af�fbrdable .housing program in tlic arnount of Twenty -Four Thousand and Three Hundred Seventy Five , , Untill such time as the County delerinines to ,submit ill,!. Ashwoo(l Boulevard Connection for public dedication, Gle Owner shall be responsiblo ror all nizintenaace, repairs, bonding and � Pursuant to signage lifau approval by tire Rivanna Water and Sei,ver Authority (tile "PXWSA`), the Owner shall install sizna�c ;0"Ortg the -Trail Network within die Darn firezk Inundation Zone - � Dollars ($24,375,00) �the "Affordable' Housing Cash ProffQr") for each such unit as followTi the Owner shall exercise rite option to make, and thereby shall pay tile Affordable Housing Cash Proffer to the , ' t, - " 111� - � , . I ,� I insurance, of' (lie Ash�vood Bcnplevard Connection, The Owner shall subitift a temporary . I desi,-Iiariiigev,-.tc,uatioiiroutes. Signage shall be instalfedas the Trail NetWOfkJS OStiblIshed. t� _ County, if.the Affordable HOLISing requirement has not been proportionally met otherwise, ill foul, (4) � " . , " , construction eaqemew 4nd maititcnance agreement that, is acceptable to (lie County prior to installmeiits-� after an inspection arid prior to the isstiance of approval o.f a CO For each of the two -1 I , - approvat of road plaris fi,'�)r Pha�,,e I roadway improvements, The Owner's impro,vements; -,;hall tit! ' 3 _ , p�ir"r and, Civic Snaces, The Owner shall provide not lQs-s than 3.2 acres of latid within ifle _________ � I hundredth (200(h), five hundredth (500th), eight hundredth (800th), an.d one thousandth (1000th) dwelling I . I I I I . - I I dedicated, together Willi the County-owoed Tight -of -way at such time as. file County deterarines to Prqjeel for Parks arid Civic Spaces, as described in the Codc of Developmeni arid generally Shown unit �vithm. the Project, 'I'lle total Cash in lieu Contribution due to Albemarle County at each of the four � I " CJ DANIEL R. HINES i quhinit the Ashwood Boulevard Connection -for public dedicafiori� The jVhwood BoWevard on tile Application Plan, bat.:h Park or CIAQ� Space shall be 5ubs1attitially completed prior to, file (4) payment, periods is noted, above shall. be calculated based an the total number of Certificates of � I I ; Connection shall be deterirrij,icd lo be su�mlaiitialiy, completed by: i) the Al��einarle Courit)� � issuance of the ,fortieth (40th) CO for a residential dwelligg tiiiii in the Block in which it is Occupancy issiled for Nfarket Rate and Affordable Housing Units. . � .0 Lic. No. 043176 1 I I Page 2 ot'10 Page 4 of 10 Page 6 of 10 Page 8 QftO I I- 10/11/17 I , � I A � � , ' , , I - , � NAL. - %I..- � . . . . . . _ - -A � . .. .. _1*1 F_ SHEET TITLE: I A P A PLIROVED I � 6 (, � � /-�))/oD,i I %-, "1 � . PIROFFERS SHEET NUMBER: I __ ___ _____ C-103 --e ( -) fA HA15\V152000\DRAW1NGS\PLAN SETSMITIAL SITE PLANW152000SD1.DVVG PRiNTED BY: EVAN.NEWMAN 10,13.17 @ 10:33 AM LAST SAVED BY: EVAN.NEWMAN OWNER of Tax Map Parcel 1146t -00-f10-0181)): CRA ON COItIC 01"T ON, a Virginia; corporation 13y, Ann U 1-tatjgh,President Oats: w1'1`NESS the following signature - OWNERS of Tax Map Parcel 04600-00-00-011 AO: C m'?.LES 1k. 1t 'GT[ BY: Date. OWNERS of Tax Map Parcel 04600-00-00-01800, �41'11�ziltESMRi, [iG °.111JS'FEF, Date: OWNER of Tax Map Parcel 04600-0(4)0-01900: CROC.K>T"JYi T CORPORAT.1.ON, a Virginia corporation lly: Ann 0. 1 laugh, Prcsidem Date. /0I OWNER of Tax N'Vap Parol 04600-00-00-018BO: IBRO+1 KIIJILL INVE'STNTE TS, LLC1 a'Virnginia ilmiu2d liability company (Contract Purchase() By. R-iver Bend Ntar,ag meat, Inc., Manager By., r page 1or 1 H:\15\V152000\DRAWINGS\PIAN SETS\INITIAL SITE PLAN\V152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:33 AM LAST SAVED BY: EVAN.NEWMAN - tl u! 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A..IF IAC w z U W z Z2 -''.`"ems*_.• x 0-za 0 Oq'3. z r0.L� 0Za � X10 iz z0Pzq ��Q ZZ =Do-° S1 LD - C 4w SCF- <4w0z'ytrpF u, l zm� z w� <m z eg— !�'rs0 9F 0�p _. 0=Z� Z.22<8 LLZ Uj : =' Lyz zw a 0 z >Ln 4,J Z < t ':i�d(vr�ttlev,<'�'C1dat,� t! d�}e fp(ji� 4 F.71 W ` H ChaO NII L_:, s ,.iAD r+�,Kj Tis a@-' , 5 t8: ; QCs ; sN i 1 1Y13]4 i .^1sv ro% j <4° : . rN1@a z„ x Ica I "i E� --AIND 0 19PIQ 11A I (" I1 a t � AI AL'IG['`{elf E N T ,_.i'1 L3, ✓".RKtv),,� � C1p3 i f O Elf r � +1 15 , @ °r �FL) 8,,Y ar 9� (PER <A a pil r `ORP'OkA 110io M 3 l H.. ..Vit.ROi01A `f "1N1 s ` ter . Nis ;v,, C � , F z o� oz r U Q EE c�C? ZFO-,0 W z� w O Zj Z Q S UJ Of a.Hg W Q � 2 S /2 � �r�AB^�♦ 3a o Z � o a - pH U 0 z o0 aaS gz¢ wo � z< Jaz LU Jwm ��>Ix W,J �Cf QQUQS LL�a5; om >WOOW W Cfi y- co Q ZL3 O o Z a W O W¢ O O w .,cna: mcnzU � ao �Q ��Y o O ¢ a W[ >-' BE W Q a y � z Q z r= °a z :�; Y Y W d it 'z W z z O O w p w z r�� Q W Off- )- , zoW U)i�u~i��g D_WOW W WS ¢2 W 5zmzzza ow ♦ i+i 9`+♦ z REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I. D.: SD1 Of rPROJECT: INITIAL SITE PLAN FOR BROOKHI LL SECTION I n u Il A `ly \V K S II A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMIARLE COUNTY, VA BOH L E k ENGINEERING 28 BLACKWEILL PARK LANE, SUITE 201 WARRENITON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com BohlerEng.com T ci DANIEL R. HINES y .p Liic. No. 043176 10/11/17 SHEET TITLE: APJILD 11ROVED JILDR0FFEIR\S SHEET NUMBER: C-104 I ? r 1 4 0 r s' p� } f 0 / § 4' l* 7 r r k_ i ':i�d(vr�ttlev,<'�'C1dat,� t! d�}e fp(ji� 4 F.71 W ` H ChaO NII L_:, s ,.iAD r+�,Kj Tis a@-' , 5 t8: ; QCs ; sN i 1 1Y13]4 i .^1sv ro% j <4° : . rN1@a z„ x Ica I "i E� --AIND 0 19PIQ 11A I (" I1 a t � AI AL'IG['`{elf E N T ,_.i'1 L3, ✓".RKtv),,� � C1p3 i f O Elf r � +1 15 , @ °r �FL) 8,,Y ar 9� (PER <A a pil r `ORP'OkA 110io M 3 l H.. ..Vit.ROi01A `f "1N1 s ` ter . Nis ;v,, C � , F z o� oz r U Q EE c�C? ZFO-,0 W z� w O Zj Z Q S UJ Of a.Hg W Q � 2 S /2 � �r�AB^�♦ 3a o Z � o a - pH U 0 z o0 aaS gz¢ wo � z< Jaz LU Jwm ��>Ix W,J �Cf QQUQS LL�a5; om >WOOW W Cfi y- co Q ZL3 O o Z a W O W¢ O O w .,cna: mcnzU � ao �Q ��Y o O ¢ a W[ >-' BE W Q a y � z Q z r= °a z :�; Y Y W d it 'z W z z O O w p w z r�� Q W Off- )- , zoW U)i�u~i��g D_WOW W WS ¢2 W 5zmzzza ow ♦ i+i 9`+♦ z REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I. D.: SD1 Of rPROJECT: INITIAL SITE PLAN FOR BROOKHI LL SECTION I n u Il A `ly \V K S II A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMIARLE COUNTY, VA BOH L E k ENGINEERING 28 BLACKWEILL PARK LANE, SUITE 201 WARRENITON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com BohlerEng.com T ci DANIEL R. HINES y .p Liic. No. 043176 10/11/17 SHEET TITLE: APJILD 11ROVED JILDR0FFEIR\S SHEET NUMBER: C-104 ? r 1 4 0 ; f 0 / § 4' l* ':i�d(vr�ttlev,<'�'C1dat,� t! d�}e fp(ji� 4 F.71 W ` H ChaO NII L_:, s ,.iAD r+�,Kj Tis a@-' , 5 t8: ; QCs ; sN i 1 1Y13]4 i .^1sv ro% j <4° : . rN1@a z„ x Ica I "i E� --AIND 0 19PIQ 11A I (" I1 a t � AI AL'IG['`{elf E N T ,_.i'1 L3, ✓".RKtv),,� � C1p3 i f O Elf r � +1 15 , @ °r �FL) 8,,Y ar 9� (PER <A a pil r `ORP'OkA 110io M 3 l H.. ..Vit.ROi01A `f "1N1 s ` ter . Nis ;v,, C � , F z o� oz r U Q EE c�C? ZFO-,0 W z� w O Zj Z Q S UJ Of a.Hg W Q � 2 S /2 � �r�AB^�♦ 3a o Z � o a - pH U 0 z o0 aaS gz¢ wo � z< Jaz LU Jwm ��>Ix W,J �Cf QQUQS LL�a5; om >WOOW W Cfi y- co Q ZL3 O o Z a W O W¢ O O w .,cna: mcnzU � ao �Q ��Y o O ¢ a W[ >-' BE W Q a y � z Q z r= °a z :�; Y Y W d it 'z W z z O O w p w z r�� Q W Off- )- , zoW U)i�u~i��g D_WOW W WS ¢2 W 5zmzzza ow ♦ i+i 9`+♦ z REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I. D.: SD1 Of rPROJECT: INITIAL SITE PLAN FOR BROOKHI LL SECTION I n u Il A `ly \V K S II A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMIARLE COUNTY, VA BOH L E k ENGINEERING 28 BLACKWEILL PARK LANE, SUITE 201 WARRENITON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com BohlerEng.com T ci DANIEL R. HINES y .p Liic. No. 043176 10/11/17 SHEET TITLE: APJILD 11ROVED JILDR0FFEIR\S SHEET NUMBER: C-104 Brookhil,t Development Land Use Map H:\15\V152000\DRAWINGS\P1_AN SETSVNITIAL SITE P1_AN\V152000PH1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:33 AM LAST SAVED BY: EVAN. NEWMAN APPROVED BROOKHILL DEVELOPMENT LAND USE MAP FROM CODE OF DEVELOPMENT JUNE 2016 -FOR REFERENCE ONLY- Ctl 1X- o ow ZWC7JO� zw �O1aLLlU �WJx ,<DL Z-,< 3 m J� Z J a o P4 Pi ild}-i$^► 3a W �P4 U go Z 6 Wcj o 00 z ¢�=='o 'zz> om �w0 Owm< ~ o L� SSS JSZ s�3 TVA ta�� WOW ¢OOu'U,a �E J n� mu>zw 7,y � +►A+bOii9 �� W y O Q Q r I, a wz¢2ezrS� Z:Y Y� d o 0 C WCC d'0_SJ zcd ¢ W OZOr > L o z a.wowLLilw=w 7)z00zZZEL ow REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 -11 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS NOTED CAD I. D.: PHI) PROJECT: INITIAL SITE PLAN FOR BR�lJ+((jf�� O J1IJ1.eL SECTION I BLOCKS 4A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA =< BOHLEk E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 L VA@BohierEngxom SHEET TITLE: PHASING PLAN SHEET NUMBER: C-105 H:\15\V152000\DRAWINGS\P1-AN SETS\INITIAL SITE PLANW152000PH1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:34 AM LAST SAVED BY: EVAN.NEWMAN p 0< —-10 R A I � iEN!S-"- � e"l BLOCK 13 j BLOCK 15 A ire 000 10' V BlLOC1%, J14 BLOCK 14 BLOCK 9� 001 BLOCK 11 I6)I.hC•l- i BLOCK AREA EAS SUMMARY BLOCK LAND USE DISTRICT AREA PER BROOKHILL PROPOSED AREA (AC.) COD (AC) 1 NEIGHBORHOOD SERVICE CENTER 12.0 2 URBAN DENSITY 6.3 3 URBAN DENSITY 5.8 4 URBAN DENSITY 27.4 21.6 4A URBAN DENSITY 10.80 4B URBAN DENSITY 10.83 5 NEIGHBORHOOD DENSITY 12'3 6 NEIGHBORHOOD DENSITY 7.2 7 NEIGHBORHOOD DENSITY 20.6 8 NEIGHBORHOOD DENSITY 25.8 24.76 8A NEIGHBORHOOD 17.60 DENSITY 8B NEIGHBORHOOD 7'17 DENSITY 9 NEIGHBORHOOD 11.4 DENSITY 10 NEIGHBORHOOD 8.1 DENSITY 11 NEIGHBORHOOD 13.9 DENSITY 12 NEIGHBORHOOD 9'9 DENSITY 13 NEIGHBORHOOD 13.1 DENSITY 14 NEIGHBORHOOD 10.1 DENSITY 15 NEIGHBORHOOD 21'0 DENSITY NEIGHBORHOOD 16 DENSITY 11.5 NEIGHBORHOOD 17 DENSITY 19.1 18 NEIGHBORHOOD 38.8 DENSITY NEIGHBORHOOD 19 DENSITY 3.2 NOTES 1. PROPOSED AREA FOR FUTURE BLOCKS WILL BE REVISED AND INCLUDED WITH FUTURE SUBMISSIONS AS ENGINEERING IS FINALIZED 2. ROAD IMPROVEMENTS ALONG ROUTE 29 AND POLO GROUNDS ROAD INCLUDED IN SECTION 1 1 "= 200' Awl Z o ow z z (q JIMP T4poOS zw �+ - z¢xgo H W- �Q�� o �x<¢o¢ c,� ¢ I- � c] oa0 s�+►�i�? wn P,0 W � w o W� zQ �� rtz ¢a= gz¢ a� 5 ° v }c7z y LL, 5 O E LL, ��>o _ Q x w z z> xm 2 U 89 wOw ¢OOw �a r_y � cn rt m j) z c� a` �B z W � p O O ¢ � z �m � a� wr ¢ 8-, wz¢�zul Lug rx ¢wOz 00Ww z D w0. wzzw wzD_ = 5 w �ow �N o REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. it's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 "=200' N.CAD I.D.: PH1 11 PROJECT: INITIAL SITE PLAN N FOR BROOKHI LL SECTION I BLOCKS 4A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMA,RLE COUNTY, VA r - 2.1b"OHLER lml ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTiON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng,com TH pF V DANIIEL R. HINES y .p Lica No. 043176 0 10/11/17 �4K NaL��` SHEET TITLE: PHASING PLAN SHEET NUMBER:. 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ROUTE 29 lip it Ut'. 1 ----------- H:\l5\V152000\DRAW1NGS1P1_AN SETS\INITfAL SITE P1_ANW152000EPl.DWG PRINTED BY EVAN.NEVVMAN 10.13.17 @ 10:34 AM LAST SAVED BY: EVAN.NEVVMAN NOTES: 1. AREA SHOWN IS IDENTIFIED AS "SECTION 1" IN THE PROPOSED BROOKHILL DEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THE FULL EXISTING PROPERTY. 150 75 37.5 0 150 I "=1 50' LLr < z C9 u 0 _J LL IL LILI 13 Qui ZO < 21-2. �T4 < < :p g < --- B� 'L��, 5 n N LL L > B� Wz 0 C, U1 LLJ 1 0 LL, < Lu [a co z 0 :fz k4110) *****+* r-) -Bl >- C) cn -, z z a >0 0 U-1 L, a. Lu b ui Lu Lu m iE T Z a - Z jcz E� REVISIONS REV DATE COMMENT BY 1 10111/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. —00 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000' DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: V=150' \.CAD I. D.: EP1 J PROJECT: INITIAL SITE PLAN FOR— BROOKHILL SECTION I BLOCKS4A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA r T BOHLEk E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 "WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@B�ohlerEng.com .T14 0i DANIEL R. HINES "P Lic. No. 043176 110/11/17 11%�/InWAI SHEET TITLE: EXISTING CONDITIONS & DEMOLITION PLAN SHEET NUMBER L9 A, �3 (1) , jj t if �f I .' l" 3r / FUIUR£ - - '1 PARKIING AREA ,. ^t,.,...�-.. ej i Inf ] ��, _ w .�__ __ .._. �u._ ��.- . _.. s. ��._ va_, .�•+�'`!°� �r't � 11 //, lr j 3 b ; tlb Irl i 1 / 1;# I I{{ >7 � F FU FIJr E COMMERCIAL BLDG d ' t ? I { IE 13 lz t tt { 1rlia !I 4fi L BLDG FUTURE j RESID"I\1TI.AL AREA I i {,4 1 t I f i FUTURE I __ r;UhtriFPaGiAL I I { PLUG 1' I I _� g---- I ' T I FU-�U�>, P RK!i�G r AREA I f � µ 33 dl ' I I II Ii) I I t ;iil ;4 III'{I I s { ( -FIJ T' RE COMMERCIALBLDG �a _---------- ae � j 1 I I � ` ✓� 1 � ExisuNG ,i ' SITE TO BE / PRESERVED I FUT URE--'� ; I {t I I { RI SIDEN i IA?AREfik . • 33 _." I l $! FUTURE I FUTURE FUTURE Il_ - { GO vl rRClA _ Ij i RESID-sNTIAL BLDG 31 4 { I RFSiDFNT iAL _ AREA 1! i f AREA l m FUTURE \--RESIDENTIAL— AREA RESIDENTIAL AREA N 3�7°4 20 ' E 249. 3' SETBACK I A 1 FUTURE RESIDENTIAL AREA a� IV l/ - r Igo :r kc / / \ oz IdBUFFERmat /° ' 1 PROP.Wt MULTIFAMILY zo ' ? 4 f i ? t ? i ? + ? APARTMENTS 4 STORY 1 PROP' H GHT -r ( S✓✓ll POND �01ZDING5E[SA CA' / 1 EX. 100' 41 ®/ / B LDING ---------------i i i i i i i-nii-ii i i i i i i i _---------------------------- - o� -- �/----� ��`�— �— ------ S BACK I I --------_--------------------------------------------------- 70' UNDISTURBED — _ BUFFER IN 22°44'31 152.01' 351.10' N 2723106" E N 32°14'08" E 266.25' I No L� N 32°1638" E 3� 3366, — — a `---(---------- — / N 42°3731 " W / 65.65' / 300.24' N 327537» E 'i L-----� -- DATE o BY _ - - - - _ _ FF ' 0 _ _ _ _ - - -U.S._ ._ _ _ _ _ - _ o ow z ya Z F- U- 0I zw F� M 2 a w r O B- _ < S -.1 }_��OLE TRAIL PH 9v¢ra--°o �© — - W aP W w zQ �� -----___v�___- - - ate= gz¢ Z,Q _____-______-_____________________-_--__ Maj C,a - �-- _____________ <U) LUZZ7 w 0 w w ow m H w� = O xm �xx IS _ -- _ _.... _ 10=1 z wow ao0Lu J(n Of mv>z0 5 ow Z � ao Pm4 W F� P-� o Q a - SIGNAL LIGHT POLE WICANTILEVER LIGHTS OVER RIO M/IL RD. v 4RI) All GUAR10yilL SIGNAL LIGHT POLE t W/CANTILEVER LIGHTS OVER POLO GROUNDS RD. j.P 1X 4 SIGNAL LIGHT POLE 911CANTILEVER t LIGHTS OVER U. S 29 S I L SIGNAL I LIGHT POLE NOTES. ONLY PROPOSED IMPROVEMENTS SHOWN IN BOLD ARE PART OF THIS INITIAL SITE PLAN (APARTMENTS, AND ROAD IMPROVEMENTS), ALL OTHER DASHED FEATURES AE PRELIMINARY IN NATURE, SHOWN FOR REFERENCE 800 40 20 0 80 ONLY, AND SUBJECT TO CHANGE WITH FUTURE INITIAL SITE PLANS. 1 "= 80' H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\VI52000SPI.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:34 AM LAST SAVED BY: EVAN.NEWMAN REVISIONS REV DATE o BY 1 10/11/17 FF RTY ' 0 o ow z ya Z F- U- 0I zw F� M 2 a w r O B- _ < S -.1 w iR PH 9v¢ra--°o �© W aP W w zQ �� ate= gz¢ Z,Q wo Maj C,a W W w <U) LUZZ7 w 0 w w ow m H w� = O xm �xx IS z� 10=1 z wow ao0Lu J(n Of mv>z0 5 ow Z � ao Pm4 W F� P-� o Q a - [s] c �q wzagz�2 'o wzoOOw rrn ow r4 � P aw0www= x z m z z z a z o w * om REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING COUNTY COMMENTS RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 "=80' CAD I.D.: SP1 PROJECT: INITIAL SIVE PLAN FOR BROOKHILL SECTION I BLOC S 4A LOCATION OF SITE ROUTE 29, SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMtARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARREN'TON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@!BohlerEng,com 5 TJ DANIEL R. HINES =' .0 Lilc. No. 043176 Ar 10/11/17 NA1. SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C-3®® MVtC Wl52000%URAWINGSV'LAN St I6VNI I IAL 6I4E PLAN\V152000SP1.DWG PRINTED BY'. 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D. � GPI F PROJECT: � INITIAL SITE PLAN FOR BROOKHILL SECTION I BLOCKS4A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA k% TMI 0 BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 �. VA@BohlerEng.com ------,, - , I'll I rl oknpo 1 N, � I I I � � "I I ,A �, 0 DANIEL R. HINES 'P .0 Lic. No. 043176 4r . I , I 11 " 10/11/17 11 � , I I � I . I I , - I I .- - �. , 0-11111, r SHEET TITLE: GRADING PLAN � I SHEET NUMBER: : C-400 H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V152000GP1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:35 AM LAST SAVED BY: EVAN.NEWMAN i \ \ I r ( lnN -vRESIDEi i TIAL 0 AREA J 100 �\ s �t R1,1 � NG SETBACK- i r / l \ rUTURI I 3 ESIDEIIrfAL� AREA c I � \�. 1 -�► -�=moi``" / / y��.. oDt/ / ori 01 �: -- FUTURE. < $ RESIDENTIAL 8 AREA "'-.... 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LINE N FUTURE.. \ 'A -RESIDENTIAL AREA ©o n ct)EL —cm SGW POND 10D' O O®®® BUILDING SETBACK UNDISTURBED —_— --_-------------------------- / �—— — — — — — — °\ _ _ - ®- - - - - - - ^- - _ = - TE 29 SEMWOLF TRAIL - - = lUvS, ROUTE H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V152000UP1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:35 AM LAST SAVED BY: EVAN.NEWMAN 1510 75 37.5 0 150 i 1 "=150' 142 z UIQ ZrwUDOLL �w 0 2 Q LJi_ K w ��ZIL g �=gQOQ ao O agv¢rcno �w Ry � +� +► «p i •O w w o an Q x gz¢ �o wW¢❑Ho o y � m � w rw� >L�L O Oww'i xxm �xx� o� 0 0 F~ - L � O� m 0 Z U o o a� y } ° a& o � z Q WZ<Lnu Q "" Z:� :E Y Y W U� wCi 00' OX � �� I-ZZOO W WJ �z � � Q< og >->- zo w U>Co3:�S? g �� a w O w w w= W pq xzmzzza- aw �a REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING COUNTY COMMENTS RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1"=150' CAD I. D.: UPI PROJECT: INITIAL SITE PLAN FOR BROOKHILL SECTION I BLOCKS 4A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 07_) 0=zaT. TL1E� ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com - P,pLTH Op ti DANIEL R. HINES .p Lic. 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It's free. It's the law. I I I T APPROVED FOR �. CONSTRUCTION j O' PROJECT li V152000' ' CHECKED Y: RTY DATE: 7/31/17 SCALE: V=80, \.CAD I.D.: LPI./ __ F, PROJECT: -I INITIAL iFOR- BROOKHILL SECTION I 4A LOC-ATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA �.. j �_ _31 T i � i I D) La L' 0 = L TE IR:' M TD I i ! ENGINEERIN G � I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 %% VAgBohlerEng.com ___.0 I - P.I. 1 ri � � -, Oje iii. � I , I � I i �T , , 6 A-,, Q DANIEL R. HINES )1P .0 Lic. No. 043176 k . - ki Af 11 I ,.O 10/11/17 g I X% e I I , I , , I 11 � , , __ -- r' SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-700 I 1 1 j j ----------------- ° I e r !---__-- 1 r° I J �� $ - .F6 V.,( I I I I i `----------- Cb \ j •`♦ '1=�+s� .i yid ------------- ------------------ --------------.---_.-. 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D.: LP1 PROJECT: INITIAL SITE PLAN -- FOR BROOKHI L]L Iff SECTION ION I BLOCKS 4A LOICA'TION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA w; D Jam. L E R ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com XLTH p f-7 f10 V DANIEL R. HINES .p Lic. No. 043176 `'A Ot 10/11/17 4NAL E SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-701 H:\15W152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:36 AM LAST SAVED BY: EVAN.NEWMAN 1.5" ASPHALT SURFACE COURSE (SM 9.5A) W cz 1.5" ASPHALT SURFACE COURSE (SM 9.5A) a TRUNCATED DOME PATTERN [W Z o 0 ER w z 2" ASPHALT BINDER COURSE (25.0) Fj !L•4 w o � Q Z � ~ 3" ASPHALT BINDER COURSE (IM 19.0) EDGE OF CURB w z a F g �m J 4 0-4 P4-� i 1 o Z0 � U < o0 P, ��i��•® wo . a- a a a c 4 d a 6" COMPACTED STONE BASE (21-A) 6COMPACTED STONE BASE (21-A) 9 dd S 'd 4 o .OA. S 4. 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FINAL � NOTE: �0 W --- W z � z -F DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA Q w z < 2 Y Y a o 1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINAL ADA ACCESSIBLE GUIDELINES. ACCESSIBLE GUIDELINES. w z z o o w ww z DESIGN (WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. F w o y- >- , a o w awOwww= Q 7)zcozzzn- ow co HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION ADAC ACCESSIBLE RAMP DETAII_, ADA ACCESSIBLE ESSIBL E RAMP DETAIL REVISIONS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE REV DATE COMMENT BY 10'-0" O.C. MIDDLE UNIT(S) 9'-0" O.C. END UNIT(S) 1 10/11/17 ADDRESSING COUNTY COMMENTS RTY 4"x4" POSTS, 8'-0" LONG 8" MIN. TO 12" MAX. RAIL W/ 6" 0 w z 6" CONCRETE 6" COMPACTED STONE BASE CONCRETE PAVEMENT SECTION 4" CONCRETE 6" COMPACTED STONE BASE STRIP AND 6" SPACE @ 45°Ir 0 0/-6x6 WWM (10 GA.) 6x6 WWM (10 GA.) N `f' PAVEMENT SURFACE FINISHED GRADE " (SEE PAVEMENT DETAIL) (APPLIED AT A RATE I=1 11=1 I I 11=1 111 I ISI I NAI 11.-=1 I I =! 11=1 11=1 11=1 11=1 11=1 I I III- �I! L� I I!=1 11=l 11=1 I !=1 11=1 11=1 11=1 11=l i 1=1 I III-1 11=1 „• . .....,. .. ..... .. ,..,:..... p OF 0.2 GALLONS/S. ;.:�. , l 11-1 11= I I I-1 11-1 11-1 11-1 111 I!-1 11-1 I I-- _;I I I-,-I 11-=1 I I— =III l ! =l 1=1 - - - III— ISI- -III =11 I I I=1 1=1 _ :111— I I I- I! 1 —I 11-1! l-1 I lel I IST.-=1 I ISI 11=l 11=1 I I-=1 11.1 I I 1=1 11-1 I I, , ! I III= 1=11 - - — _ —II!- _III I—III I I I 11= I®i I I 11= =1 :--I i � ¢ — — — — IHEI — — _ —— —1 11=1 I =! 11=1 1-1 I !=l I 1=1 1=1 I IHEi I 1=11 h! I I-1 - _ EE _ !=l I 1-1 11=- _ I III— 11= I I i _ -_ —III—III— — IIII 1 II I; ; ;III-1 11-{ I I, ;III ;III , 111-1 I I Ed 11-1 I I—I i!=1 11—I 11—-1 —i i I=1 11=i I i=1" —li,— -- —1 i I=1 1=i I I– " =1 I I I I—I —i 111 1— EEI I I-1 -I 1 l I 1111- 1-11 111 III= ! 11 IJ l l COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) I— NOTE: NOTE i -111=1 11=1 I 1 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5. FINAL DESIGN WILL • 1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINAL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE.. NOTES. KNOW WHAT'S BELOW 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2)$ IN. X 6 2 IN. CARRIAGE ALWAYS CALL 811 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. BOLTS OR WITH (2)-16 IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS BEFORE YOU DIG 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF It's fast. It's free. It's the law. 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY. INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL LENGTH OF THE BARRICADE. 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF HEAVYTJTY CONCRETE SECTION CONCRETE-TO-ASPHALT DETAIL STAN DAR TANDAR DUTY CONCRETE SECTION NOT APPROVED FOR THE BARRICADE. NOT TO SCALE CONSTRUCTION NOT TO SCALE NOT TO SCALE PROJECT No.: V152006" d511JE DET IL BARRICADE NOT TO SCALERTY DRAWN BY: EEN BY: 6" DATE: 7131/17 71311/7 1/4" RADIUS 2" RADIUS PAVED SURFACE/ CONC. PAD SCALE: N/A CAD I. D.: SDII 4" FINISHED GRADE T TAPER 2' CURB T TAPER PROJECT: 6" REVEAL I1„111311=11M BREAK INITIAL 1�1 /—PAVEMENT SURFACE I=111=111 a (SEE PAVEMENT DETAIL) SITE PLAN 1 f=1 i 11 GUTTER PAN I FULL HEIGHT CURB T CURB TAPER " RADIUS 1 FOIA. CO l 111! 4 ` T RIP-R/AP PAD l I II i 1 PLAN 2,f 133ROOKHI LCL 1111 I M-111 STD. CURB (PER SITE PLAN) ��®� 1" RADIUS BLOCKS S 4A =1 I !=l 11=111=1 i 1=1 i I= I I ISI 11=l 11=1 I != I i 1�1 11=1 11-1 I I—I I i PAVEMENT SURFACE =1 I i-111—III—I 11 I=1 11—I I!—III—! 1 I--! 11=l I I—III—III—I I `� =1 I Ii �I l 1-111—III—IIII Il 11-1 11=I 1=1 i 1� 111-111 Ill ,IL1-1 LOCATION oft SITE ROUTE 29 SEMINOLE TRAIL RD 2'CURB NOTES.POLO 3' TAPER BREAK T TAPER AND STATE ROUTE 643 GROUNDS ROAD 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. ELEVATION CHARLOTTESVILLE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3, CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. ALBEMARLE COUNTY, VA ss-1 BOEkEN HEADER CURB B DETAILCURB BREAK K I�E�'A IL� CURB TAPER DETAIL � GINEE RING NOT TO SCALE NOT TO SCALE NOT TO SCALE 28 BLACKWELL PARK LANE, SUITE 201 28OF % SHAPE TO ELEVATION OF ( WARRENTON, VIRGINIA 20186 r SHAPE TO I 2' MIN. CLEAR ZONE Phone: (540) 349-4500 ., EJR I I OF PIPE (TYP., LT. & RT.) Fax: (540) 349-0321 I PAVEMENT DIMENSIONS ON PLAN VIEW PAVEMENT DIMENSIONS ON PLAN VA@BohlerEng.com I REFER TO FACE OF CURB VIEW REFER TO FACE OF CURB �F I 2f_0:: Z-0" VARIES 4" CONCRETE WALK W/6x6 WWM (10 GA) f/ + 6" 1" 6" 2% MAX. CROSS SLOPE � �'' 1/2" RADIUS PROPOSED PAVEMENT � r 2% MAX. SLOPE �i 6 s d SLOPE TO DRAIN TO INVERT q Nv �� (SEE PAVEMENT DETAIL) ,. DANIEL R. HiNES + _—_ _ ! L? OF OUTLET PIPE SECTION A-A 1-1 1 Llc. No. 043176 TRANSITION BETWEEN I—! I I-111' III PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF = ; _ I I=1 I 1=1 I 1=� — — -- — - — _ I„ — —� — — — 10/11/17 �f PIPES ARE ENGOUNTERELI. �.•; ...� ° :.. ':.�- . :..:. , .. .............: '.:... .. + :. , . .. ;i 11=1 I I =111=1 I!=111=111-1 11^I 11=1! 1=1 11=11 1! 1-I II _ I I �I I ISI 11=111 1 I ISI 11=1 '� ,.,,-.--_,--._-- , 'w ,;.'.4" � , - :a 4" CLASS A CONCRETE (300(0 P.S.I. @ 28 DAYS) — COMPACTED 21-A STONE NOTES SHAPING OF MANHOLE AND INLET DIVERTS IN ACCORDANCE WITH r THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF . COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 4" THICK, COMPACTED 5" SHEET TITLE: `, TO INVERT OF STRUCTURE, OUTLET PIPE MANHOLE OR DROP INET IS TO BE FORMED AND CONSTRUCTED CURBGUTTER SPILL C �i.J RB & ��9 R J L 1 ER C LLECTOR.I CUR GUTTER STONE BASE (TYPE 2a) TACK COAT (APPLIED APPLIED 0.2IN THE INVERT�SHAPINTH NG AS DETAILEDSHERREOANNIISpTOSCONSIST CIAL OF NAG J�// v PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR I ! NOTES. )INSTRUCTION CLASS C1 EXCEPT THAT 251 OF COARSE AGGREGATE MAY BE ! I 111 UP TO 4'1 IN DIAMETER MID CONSIST OF STONE. BROKEN BRICK, a BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE { '.;.;.;r;.,• 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. }��/�� l �a NOTE. DETAILS SHALL BE LEFT SMOOTH BY MEANS E HNJD TROWELLING. NONE t `:: ' . OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. �,' `-4`',`"" ' • 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED Jl� NO T` E: NOTE: OF INVERT SHAPING AS SHAWN HEREON ARE FOR EXAMPLE d ° 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL NDIDETAILS VIDUAALLLYY TO BEST FIT THE PARTICULLARN INLET AND OUTLET 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. TO SIDEWALK WIDTH. 1. CONCRETE TO BE 3000 P.S.I. @ 28 DAYS. CONFIGURATION AND FLOW LINES. SECTION B-BI� SHEET NUMBER: PLAN METHOD OF TREATMENT IN MANHOLES�� I C-9®® Xv00 i" SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE MANHOLE & INLET INVERTS CONCRETE CURB & OLJT°L'1.ER DETAIL., CONCRETE SIDEWALK EWAL K DETAIL MONOLvITI-11C CURB AND SIDEWALK DETAIL SHEET 1 OF i REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION NOT TO SCALE NOT TO SCALE NOT TO SCALE H:\15W152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:36 AM LAST SAVED BY: EVAN.NEWMAN EX. WATER OR STORM PIPE C� CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE A AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. 10'-0" 10'-0" z a a a' d ' I 6 .. 4 d. ' a d d d q e d q 20'-0" I� CLASS "C" CONCRETE ENCASEMEf SANITARY PIPE ONE L MIN EX. WATER C R STORM PIPE CONCRETE ENCASEMENT DETAIL NOT TO SCALE 12" SECTION A -A REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEIN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAIN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES OLLARD MOUNTED ADA PARKING SIGN DETA NOT TO SCALE 3,000 P.S.I ASPHALT OR CONCRETE AS—� DETERMINED BY TRAFFIC SURFACE JJJJ�JJ JJJJJJJJJ JJJ_' JJJJ b JJJ__ $ J,JJJJJJJ JJJJJJ JJJ. JJJJJJJJ JJJJJJ JJJJ 118" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE) 4" SEWER CLEANOUT CAP--� _ ✓'" ;'• '' SAND CUSHION — � i - I •�"'; 1'•"- - Lm - 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DERAIL NOT TO SCALE H:175\V752000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.73.17 @ 70:36 AM LAST SAVED BY: EVAN.NEWMAN PAINT INSID BLDG.- EPO; #5 BARS VERTICAL 32" O.C. W/ (SE 7" I nrx. rnv vv/ vnv- i vi i v W.W.M. ON 6" AGG. BASE & 12" WIDE FTG. AROUND PERIMETER OF SLAB PROVIDE 1" DIA. -6"' PIPE EMBEDDED IN FOR CAMELOT. 18 GA. PAINTED MEQ GATE (BOX RIB OR EXPANDED METAL) SEE JAMB DET, _ ., SPLA N VIEW A/')" MIA V 411 DADDCI Mnl T 1 r -Ir -V InKir- !_ATC\ 0 N 8"X 8"X 16" C.M.U. WAL (SPLIT FAC TO MATCH 18 GA. CLEANED, PRIMED ""'TD METAL GATE. INISHED GRADE ELEVATION TION CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR CONCRETE SLAB STEEL TUBE EMBEDDED 12" INTO FOOTING. oil WE TUE I I/ZA 1 1/Z hJ/10 IVIG IML ANGLE DIAGONAL BRACE JAMB DETAIL CEMENT PLASTER CROWN 8'-0" FROM F.F. ELEV. 8 3/4" (OPENING FOR TILE) (2 ROWVS)ALTERNATING 4" X 4" BLACK & WHITE CER TILES EACH SIDE OF TILE 6 W/ 3/4!" PLASTER J -BEADS PAVEMENT SURFACE AS SPECIFIED NOTE. v TRASH ENCLOSURE FINISH TO MATCH BUILDING FINISH. #5 BARS CONT. TOP & BOTTOM TRASH ENCLOSURE DETAIL NOT TO SCALE 3000 P.S.I. CONCRETE — 1131 $: II lei I MR —II1P 11 Ed lI f-11 I—I I 1-T.. -{ —III—III—III!== I I l—I 11-1 s:. NOTE: 1. SEE SITE PLAN FOR LOCATION(S). MIN. 0 -v O M BOLLARD DETAIL NOT TO SCALE TEST PIT (TO BE HAND SINGLE 8" KNOCK -OUT BLOCK W/ CONT. #5 HORIZ. 7" THK. P.C.C. SLAB W/ 6"X 6"-10/10 W.W.M. ON 6" AGG. BASE. —I ADJUSTMENT TO EXTEND BEYOND LIMITS INISHED GRADE OF CONFLICTS (3' MIN., EACH SIDE, CHECK LOCAL STANDARDS). -UTILITY CONFLICT _ 1.5' MIN. CLEARANCE EX. MAIN i SEE NOTE 4 WATERLINE WATERLINE ADJUSTMENT USING FITTINGS' ADJUSTMENT (VERTICAL USING DEFLECTION BENDS) (SEE AT PIPE JOINTS NOTES: NOTE 3) (SEE NOTE 4) 1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS. 2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT. 3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED. 4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS) WATERLINE INE AD1iUSTMENT DETAIL NOT TO SCALE w 4r X � � o Hri) z oO LL oL ZULL ¢ 0 ¢z �C7_j0�� =o¢LL ZQ=0 �c a i- o W'cI-1¢:S2m-, hP.,P4 =I -¢O¢ W spa �► a► + a Lu 0 W0 z o ¢< a U ?• Z ¢ = LL 9 r W ¢� 5 0 0 �Wm�2>� <rn=-ujzz> am W w 0 O w Lu ~ =�z�Eza L �Lu 0rimWz0 ow 9 >gP Y W �R 0 0 ¢ �LL (W >_U � m a H wz¢2z% _> Z��;YY'Uja o� ujo Qw0>- w5 a LLI0wwLu= aw mzEDzzza ow �a cr) REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I. D.: SD1 PROJECT: INITIAL SITE PLAN BRO(((FOR 13 �'JL�I�JLJLeJIe SKTJL\L.1+A V I 'LOCKS 4A LOCATION OF SITE; ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHr"LEk ENGINEERING 28 BLACKWELIL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com H V DANIEL R. HINES y .p Lic. No. 043176 10/11/17 "SYONA1. E SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-901 H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLANW152000DS1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:36 AM LAST SAVED BY: EVAN.NEWMAN LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED ONLY TREES WITH ONE MAW LEADER AFTER 2 GROWING SEASONS 1. SCOPE OF WORK: 9. PLANTING SHALL BE PURCHASED. DO NOT PRUNE o° ° ° V ¢ o w THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOIFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT TREE AT PLANTING UNLESS DIRECTED ° ° cc z 0 PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT• THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TO BY PROJECT LANDSCAPE ° z z "' o o o TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS ARCHITECT ° 2f " W G s THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH DO NOT WRAP TRUNK ° ° ° H w z a F g TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT STAKE OR WRAP TRUNK FOLD BURLAP AWAY FROM TOP OF o ° ° ONLY TREES WITH ONE MAIN LEADER w ¢ O P4, M a Foo 2. MATERIALS ROOT BALL REINFORCED RUBBER HOSE ° b o A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN (1/2" DIA.) SHALL BE PURCHASED. DO NOT PRUNE P + s'r �►+► o DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS, WEA?IHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED VVIRE GUYS TWISTED o ° °o TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT Ka W PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN o o 2" DIA. HARDWOOD STAKES 2/3 TREE HT. o W z Y ° B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5% A PH RANGE OR TWICE THE WIDTH POORLY DRAINING SOILS. 2 PER TREE SET ROOT BALL FLUSH TO GRADE w o N = BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE ( ) C. ANY IINJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING OF THE ROOT BALL; OR SEVERAL INCHES HIGHER IN W o z P4 ¢ a = z o MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. WHICHEVER IS 4" BUILT-UP EARTH SAUCER EXISTING GRADE POORLY DRAINING SOILS. a t�1Ca z¢ a CD ¢ o Z Eg C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH 6" THICK LAYER OF TOPSOIL, OR ( ) D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS GREATER 3" THICK LAYER OF DARK - SHREDDED PREPARED SOIL FOR TREE _ _-III- _ I FF�� z } s W w m:02j � ¢ w o 0 w o AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED BROWN DOUBLE 1 PART PEAT MOSS _ _ III -I 3" THICK LAYER OF DARK � a z z ? > m PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOW, N AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE III=I PARTS TOPSOIL BROWN DOUBLE SHREDDED F�1 x m 2 z m z N 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. TREES 1 PART PEAT MOSS 1BEFORE PLANTING ADD 3 TO 4" 3 I I - HARDWOOD MULCH C � ow ¢ O o � � w a 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL PART COW MANURE 3 OF WELL -COMPOSTED LEAVES = �- UNDISTURBED SUBGRADE - I 4" BUILT-UP EARTH SAUCER ter// 0 0 � w= n a m v> z P O o 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF TIHE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PARTS TOPSOIL OR RECYCLED YARD WASTE TO - =- BEFORE PLANTING ADD 3 TO 4" OF b + o * * s * + o D. MULCH -THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BEA 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. - - - -: , -I -III- � '"" :'- �'�. ~ ••:. i I I=I I= P '< ., � BED AND TILL INTO TOP 6" OF �� .' •: �-•-�^ I I -III -i I PREPARED SOIL. I I=III=I I - I - - - - �; III -III- =I I (= I _ _ WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6 �� yy P� x a DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS UNDISTURBE - I-_ 4-6" DEEPER THAN ROOT BALL - ! (� I -I I=i - III �� I OF PREPARED SOIL. P+h p o o ¢ w a THE PLANTING SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE -I =I I I II - - -1 - I -I I II I Ii i -I=I I i I`I I I=, III=.) I THE WIRE KBE TOP 113 OALL W z E. FERTILIZER FOLLOWING PLANTING SEAFOLLOWS. SONS: SUBGRADE I== „ III I I II I _ _III=I I 1=I 1-�— REMOVE THE TOP 1/3 OF THE WIRE BASKET I I I- -, 11- • IF PRESENT. ANY AND ALL TWINE SHALL BE II rI -i III 12' FEPRESENT. ANY ANDTHE IF TWINE SHALLF � ¢ w 2 z z 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 I DIG WIDE, SHALLOW HOLE ( 1 -►�-2" �f REMOVED FROM THE TREE BEFORE w cD a a W z BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. ILAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 WITH TAMPED SIDES REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDEDBASE TAMP SOIL SOLIDLY AROUND BACKFILLING. BURLAP SHALL BE FOLDED 0 p Q w p a o o g � w WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. OF ROOT BALL BACK INTO PLANTING HOLE � � a w O w w w= w 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE K pq D z m z z z < a o w 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING BASE OF ROOT BALL SET ROOT BALL ON FIRM SET ROOT BALL ON FIRM �D ®q A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. PAD IN BOTTOM OF HOLE PAD IN BOTTOM OF HOLE rz z m F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS EVERGREEN TREE PLANTING DETAIL TREE PLANTING O N SLOPE DETAIL. NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING ASSOCIATION. SEASON: NOT TO SCALE NOT TO SCALE REVISIONS 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACIER RUBRUM PLATANUS X ACERIFOLiA PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE, TAGS ARE TO REMAIN ON AT LEAST CALRPINUS VARIETIES PRUNUS VARIETIES REV DATE COMMENT BY ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES ONLY TREES WITH ONE MAIN LEADER SEEDING SPECIFICATIONS ADDRESSING 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'% , KOIELREUTERIA QUERCUS VARIETIES o ° 1 10/11/17 COUNTY COMMENTS RTY WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQ!UIDAMBER STYRACIFLUA TILIA TOMENTOSA ° o ° SHALL BE PURCHASED. DO NOT PRUNE WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIR IODENDRON TULIPIFERA ZELKOVA VARIETIES o° ° ° ° TREE AT PLANTING UNLESS DIRECTED 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF °o° TO BY PROJECT LANDSCAPE ARCHITECT 1. MATERIAL: GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE ° DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK° 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: ° FOLD BURLAP AWAY FROM THE SPECIFIED COMPOSITION: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSSPREPARE WIDTH OF o ° o ° TOP OF ROOT BALL 1.1.1. 80% - TURF TYPE TALL FESCUE SEED IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME ° 1.1.2. 10% -KENTUCKY BLUEGRASS SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 P PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 FT OR� TWICE THE WIDTH OF SET ROOT BALL FLUSH TO GRADE 1.1.3. 10% -ANNUAL RYE GRASS SEED 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 (GRAMS'AGRIFORM' PLANTING TABLETS OR APPROVED EQUAL AS FOLLOWS: ( ) ° THE ROOT BALL; ° oo ° ° OR SEVERAL INCHES HIGHER IN 1.2. INSTALLATION RATES: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT e° WHICHEVER IS GREATER o POORLY DRAINING SOILS. 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT 1.2.2. LIME:: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT C) 4 TABLETS PER 15 GALLON PLANT 4" BUILT-UP EARTH SAUCER SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER 1/2" CALIPER OF TRUNK PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS SHREDDED HARDWOOD MULCH 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND 1 PART COW MANURE RATE: OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY, 3 PARTS TOPSOIL 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBSOF B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL ,PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP UNDISTURBE RECYCLED YARD WASTE TO BED INITIAL ESTABLISHMENT. OF THE ROOT BALL. SUBGRADE _ _ '' M _ _ _ - AND TILL INTO TOP 6" OF 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A 4. SITE PREPARATIONS -III= ''%` ' ">"; 1' ` _ y I I=III=I I PREPARED SOIL. RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED i I=III= I I=III=III= COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. ,^F 4-6" DEEPER THAN ROOT BALL THROUGH THE STRAW LAYER. • B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A''/4' LAYER OF HUMUS RAKED INTO THE TOP 1' OF PREPARED SOIL -I -_ DIG WIDE, SHALLOW HOLE II - _______ I -III_ - I I=) I I=I 1- REMOVE THE TOP 1/3 OF THE WIRE BASKET IF 2. EXECUTION AND PREPARATION: ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT WITH TAMPED SIDES -III, II II I II -Iii- ' PRESENT. ANY AND ALL TWINE SHALL BE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. REMOVED FROM THE TREE BEFORE 2.1, A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS KNOW 'WHAT'S BELOW SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A SHALL PLANTED LESS THAN TWO FEET FROM TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AND THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO ALWAYS CALL 811 REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, BE (2') AROUND BASE INTO PLANTING HOLE AGRICC ULTT URAL STANDARD RECOMMENDED BY THE DEPARTMENT OF NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. ROOT BALLLL SET ROOT BALL ON FIRM , AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. BEFORE YOU DIG TO PREVENT SHOCK OR DECLINE. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED PAD IN BOTTOM OF HOLE AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE It's fast. It's free. It's the law. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. GROUND, PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO INSTALLATION OFANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE DECIDUOUS TREE PLANTING D ETA I L 2.2. AL SOIL ANALYSIS. ALL WEEDS ANDND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE NOT APPROVED FOR WAVERING SPECIFICATIONS AS LISTED HEREIN. PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE 5. TREE PROTECTION NOT TO SCALE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL CONSTRUCTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW PROJECT No.: V152000 PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE DRAWN BY: EEN STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. CHECKED BY: RTY B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI -FENCE', OR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED DATE: 7!31/17 APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLAINTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. OF ALL DEBRIS LARGER THAN 2" DIAMETER. SCALE: N/A PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED PLANT SHALL BE FOR CONTAINER -GROWN 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF CAD I. D.: SD1 WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME SHRUBS, USE FINGER OR ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS GRADE AS IT BORE IN THE SMALL HAND TOOLS TO PULL ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF PROJECT: C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER COMPACTION. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING BALLING AND BURLAPPING. LAYER OF POTTING SOIL; THEN ��I INITIAL ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES CUT OR PULL APART ANY 3. INSTALLATION: MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE PLANTING MIX: MOSS ROOTS THAT CIRCLE THE �jT�j� ��}�� SITE ��y MUNICIPALITY'S TREE REPLACEMENT GUIDELINES, 1 PART PEAT PERIMETER OF THE CONTAINER 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR; OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT 1 PART COW MANURE AND RECOMMENDATIONS. STANDING IN THE TREE PROTECTION ZONE. 11. WATERING 3 PARTS TOPSOIL PLANTING THICK LAYER OF DARK 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO FOR A. NEVV PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. MIXTURE WILL CHANGE WITH B BROWN DOUBLE HOLD AND AGITATE SEED EVENLY INA CYCLONE OR DROP PATTERN. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS SHREDDED HARDWOOD HYDROSEEDING MAY ALSO BE PERFORMED WITH THE jp"[�,r'�j`��[j(�j( j� A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL 8-12" MULCH ENGINEER/ARCHITECT'S APPROVAL, JL➢Jj�JL J( JLeJLe SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE BEFORE PLANTING, ADD 3 TO 4" -` FOR P TI - FINISHED GRADE _ ...-. _ - �,: I II I I=III= DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO SECTION I THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED DEPENDING ON SITE CONDITIONS. ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. OF WELL -COMPOSTED LEAVES = AND RECYCLED YARD WASTE ; III- B B PLACE SHRUB ON -III-III oNTAINER _- FIRM SOIL IN AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND �D�( �� j BY THE LANDSCAPE CONTRACTOR TO BED AND TILL INTO TOP 6" I�-III I I -I I=I I -III BOTTOM OF HOLE. - Al VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE JLJ)Jle S v G THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT _ OF PREPARED SOIL 1 I I -=III=I I = =III=I I ( _ _ _ _- 11 1 I I I_I I I= APPLIED ATA RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY ATA LOCATION Off' SITE COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMIATE THE CONTRACTORS RESPONSIBILITY OF 1 �- I I=1 I=III=I REMOVE THE TOP 1/3 OF THE -� 1 I 1 I ((-I (I=III-1 I I -I I -I III= -III •,-III-III- 1 I- 1 1 1-� I —1 I I, I I=I 1 I ; I -III-� I RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE ROUTE 291 SEMINOLE TRAIL RD PERFORMED BY A CERTIFIED SOIL LABORATORY. MAI NTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. WIRE BASKET IF PRESENT. ANY 24" MINIMUM lI , - 1 1 I UNDISTURBED RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO AND STATE ROUTE 643 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC AND ALL TWINE SHALL BE SUBGRADE SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE REMOVED FROM THE SHRUB AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). POLO GROUNDS ROAD PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF (LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF CHARLOTTESVILLE 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE PLANTING HOLE SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING ALBEMARLE COUNTY, VA COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. (REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT PRODUCT MANUFACTURER RECOMMENDATIONS.) TR' SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. / DECIDUOUS AND EVERGREEN 4. MAINTENANCEBOHLER CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY 0 DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. SHRUB PLANTING DETAIL 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS ENGINEERING 7. FINISHED GRADING IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT NOT TO SCALE SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE 'THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER 28 BLACKWELL PARK LANE, SUITE 201 SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES. WARRENTON, VIRGINIA 20186 CONDITION AND FREE OF INSECTS AND DISEASE. PLANT MATERIAL SPACED AS 4.2. REPAIR ALL SEED WASHINGS AND EROSION. Phone: (540) 349-4500 B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE Fax: (540) 349-0321 ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAVVNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. VA@BohlerEng.com THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 3" THICK LAYIER OF �p►LTH Q/:� , C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP DARK BROWN DOUBLE SHREDDED HARDWVOOD BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE MULCH CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. FINISHED GRADE AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER f f V DANIEL R. HINES 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. MINIMUM 6" TOPSOIL ff' :.. "= :' ff ' EXISTING SUBSOIL A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED Lic. No. 043176 SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. =III -III I I I I (=III -III -I I III I-) 1 10/11/17 B. ON-SITE Y BE USED TO SUPPLENT THE TOTAL AMOUNT REQURE. TOPSOIL FM THE SITE MA Y T H sIONA'L, BE REJECTED IIF, S NOT BEEN ROPERL(YEREMOVED, STORED AND P OTIECTED PRIOR TORCRO COONSTRUCTION. TYPICAL PERENNIAL AND GROUND COVER PLANTING `�GI C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE SHEET TITLE: TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED D= PROPOSED ON CENTER J AND SC IDE FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF W ACCORDANCE WITH GENERAL WORK (O.C.) SPACING PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO ��j'�� DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): SEE LANDSCAPE SCHEDULE JJLL 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO 38-0-0 BLUE CHIP FOR FOR REQUIRED SPACING D D -FORM (COURSE) E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. j °� �li'� f l,S'J SHEET NUMBER: D l J�f C-1`903 TYPICAL PERENNIAL AND GROUNDC OVER SPACING & LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V152000SD1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:36 AM LAST SAVED BY: EVAN.NEWMAN r i Tliij _1 lz` VMI. i 'i11¢i� dl_!T Lt_r�IClhi!: +,Jsea,i_r-,ty' J f c-,--_�- -- - NOTE'S: I. PROVIDE A 6' THICK GRAVEL BED BEAIEAT-i THE 10E ER VAULT, 2. v1INNIWA "NALL I THIC KNESS F, ('PLC AS; OR P, UR - IN PLACE E VAUr TS SHALL B E d MINIMUM, llt/ALIL THICKNESS F(DIR VAULTS CONSTRUCTED TED [ F IvIA`ONARY BLOCK SHALL C3i . 1I E ��Uf IDF O T' __ u'AlUUI SEL,O;'u' 5RADE, 5HALL BE C,'t.�ATED WIF-1 a,,d AF'PIl0tE:15 WATER PFIOCIFING r0i1v1,P0UN1D. TYPICAL METER FAULT (2 I' METER) CATS FIG. W- 7C H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V1520000D1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:31 AM LAST SAVED BY: EVAN.NEWMAN EME SPRI C N0, 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCI; MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" rnay, 4" min -FOUNDATIO111 (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABI E \;(ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY' WITH NO, 91A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF PJ!O. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH 6" NTS FIG. S 3 TD 28 Side View a - - 3' Minimurn Q (I d Q - a Certification of 954& con pactlon requlred d Galvanized Steel Bearn, W12 x 14 (ruin. size) � a d 3' min, penetration into undisturbe I soil , or as approved by the\ v ACSA. )M GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACK.FIL BEDDIPJG 8 STONE { STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE T REI'JCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON P,OCL: AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDE=R - CUT CONDITION UNSTA B SOJL� TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-36 TD -5 INITIAL BACKFILL a'IMN 8„ 3„ MINS y MIN #68 STONE RANULAR FILL AS ` 7i .,.�,,. APPROVED BY ACSAv` STABLE SOIL OR ROCi� OCA. K' NOTE 1. NO POCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO0 ORGANIC OR FRO.,_F MATERIAL JR DEBRIS SHALL BE ALLOWED IN THE TREI\JCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD- 2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD LENGTH OF BRANCH VARIES To - 6' MIN `mss.2' TO 1 0' ✓ a (270') 1011 7 CID. FT. a" VALVE BO, -- I ST 36"MTPJ �ab �LL�;Ai r q�" r)J ' GATE I % /I fq 1 .-VALVE-8 X 61 IF TEE '500 F S,I rrJPJ('RET �✓ ,I � . `'.-..-.r� i °'', BASE AND fHRU,T BLOCK AGAIhJST UNDISTURBED STABLE��% / SOIL. STEEL PILE "�•� 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIOPJS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 - 3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER, OR BEHIND THE DITCH. IT IS NC -)T ALLOWED IN THE DITCH. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES .ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREA-', THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -/ G z 45' max L _ - - - k6"i 45 5 max PLUG II 1 {,. I I -�I J ,g FOR ALL B EFIDS FC -)R TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE �fl ✓/ .r ANCHOR IF S REQUIRED, IING AS 1 r; JIREG SECTION 1 -I c - SE{_l lOfJ 2 - PIPE DEGREE BEPJD DIMENSIONS e- 6' V-9" V-3" V-6' V-2' 2'-0" 1 1/4" V0L. I TEE ANDPLUGS 2'-9 X-4 2'-6' 2'-0 V-0' 2" VOL. SIZE OF B END - L� (FEET) H -F T_ CU.YD. L (FEET) -TH T I E �j; j 90 2,50 2, 5 3 3.01 -- 0.24 3'-6" W-8 3'-0' 3'-8" 3'-9" 2 1/4' 10" 4'-6" 7'-6 3'-0' 4'-3" 5'-0" 2 1 e ' 4" & 6" -_- 45 1_�! _ 11 1/4 90 2.00 1.502.OU 1.50 3.66 2.25 2.00 3.16 i7 5 4MU r L 2.00 2.25 ,z I 0.1 -_� 1 8„ �45 22 1/2 11 I/4 2.66 1.66 1,66 2.66 2.16 2.16 2.77 I 2.69 1 2.67 0.26-�-- 0.13 0.13 II 3.16 2.91 Al ,v 1 90 1 7..E 3.83 3.42 I11 IsI.1�-._._.. .Ii 1 1�H'"� 11 I 110" & I %' �ii di 3.33 2.33 3.58 ?.58 i _ 2.95 2.36 Q.43 0.24 3.33 L;j;'_IK H`5 SSDAFIC 2.83 0.52 I 11 /4 8 , S4 ! 3 -� NOT P'S 1. PIRA :fID€- A, 6" FHIC._ I: r,3RAVEL. L1 ED BEN, -A i H 11 -IF I`1!,t;. TER G'AUI_ 1 .. 211flr1 r ?I_ 11r_rI ES S '(-"H PRECAST01IR PeOUR, IPN,1 LACE Vr-\UL TS SI.li',LL C E 4 , \a111I N I I'A U (\11 '.'r' A c I_ ; F! I O< t'4 [_ S S F t.D R M `AI_a I_T Si C04I ,� `,1 R U C C< C' F %'I A'S OISI A R Y B LO C I•� SHNILL BE R. THE OUTSILDE OF THE VAULT LIE+ C,W GRADE `7H/,LI_ BE COATED ',`\'ITH AN APPROVED WA I =13 F. 1.\`.1(1 I ' � �4:.7V�J;C'C, P 'UNL1. TYPICAL IMETER VAULT 1/2 METER) I=PT'. FIG, vV- B H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V1520000D1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:31 AM LAST SAVED BY: EVAN.NEWMAN EME SPRI C N0, 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCI; MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" rnay, 4" min -FOUNDATIO111 (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABI E \;(ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY' WITH NO, 91A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF PJ!O. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH 6" NTS FIG. S 3 TD 28 Side View a - - 3' Minimurn Q (I d Q - a Certification of 954& con pactlon requlred d Galvanized Steel Bearn, W12 x 14 (ruin. size) � a d 3' min, penetration into undisturbe I soil , or as approved by the\ v ACSA. )M GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACK.FIL BEDDIPJG 8 STONE { STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE T REI'JCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON P,OCL: AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDE=R - CUT CONDITION UNSTA B SOJL� TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-36 TD -5 INITIAL BACKFILL a'IMN 8„ 3„ MINS y MIN #68 STONE RANULAR FILL AS ` 7i .,.�,,. APPROVED BY ACSAv` STABLE SOIL OR ROCi� OCA. K' NOTE 1. NO POCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO0 ORGANIC OR FRO.,_F MATERIAL JR DEBRIS SHALL BE ALLOWED IN THE TREI\JCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD- 2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD LENGTH OF BRANCH VARIES To - 6' MIN `mss.2' TO 1 0' ✓ a (270') 1011 7 CID. FT. a" VALVE BO, -- I ST 36"MTPJ �ab �LL�;Ai r q�" r)J ' GATE I % /I fq 1 .-VALVE-8 X 61 IF TEE '500 F S,I rrJPJ('RET �✓ ,I � . `'.-..-.r� i °'', BASE AND fHRU,T BLOCK AGAIhJST UNDISTURBED STABLE��% / SOIL. STEEL PILE "�•� 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIOPJS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 - 3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER, OR BEHIND THE DITCH. IT IS NC -)T ALLOWED IN THE DITCH. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES .ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREA-', THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -/ G z 45' max L _ - - - k6"i 45 5 max PLUG II 1 {,. I I -�I J ,g FOR ALL B EFIDS FC -)R TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE �fl ✓/ .r ANCHOR IF S REQUIRED, IING AS 1 r; JIREG SECTION 1 -I c - SE{_l lOfJ 2 - PIPE DEGREE BEPJD DIMENSIONS e- 6' V-9" V-3" V-6' V-2' 2'-0" 1 1/4" V0L. I TEE ANDPLUGS 2'-9 X-4 2'-6' 2'-0 V-0' 2" VOL. SIZE OF B END - L� (FEET) H -F T_ CU.YD. L (FEET) -TH T CU.JD.I,i - 90 2,50 2, 5 3 3.01 -- 0.24 3'-6" W-8 3'-0' 3'-8" 3'-9" 2 1/4' 10" 4'-6" 7'-6 3'-0' 4'-3" 5'-0" 2 1 e ON CENTER FOR CONCRETE CLASS "B" 12" BENDS & 4" & 6" -_- 45 1_�! _ 11 1/4 90 2.00 1.502.OU 1.50 3.66 2.25 2.00 3.16 2.60 _ . C2 2.50 3.21 0.15 0.10 0.10 0,48 2.00 2.25 1.50 --_ I 0.1 -_� 1 8„ �45 22 1/2 11 I/4 2.66 1.66 1,66 2.66 2.16 2.16 2.77 I 2.69 1 2.67 0.26-�-- 0.13 0.13 II 3.16 2.91 2.66 0.32 1 90 4.83 3.83 3.42 0.83 110" & I %' 45 22 112 3.33 2.33 3.58 ?.58 i _ 2.95 2.36 Q.43 0.24 3.33 4.00 2.83 0.52 I 11 /4 8 i 2.33 S4 ! 3 -� 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELIPdE : CHANCES DIRECTION, CHAN� SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONCRETE. 3. NO COI.ICRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE R 5!7F " ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W - 3 FD- B PLACE 5' GALVAf,IIZED " 'WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o I AS DIRECTED. MARKER LOCATION MAY BE SUBJEC TO HIGHWAY DEPARTMENT APPROVAL. I FINISHED GRADE -� 1 VOW - 1,4110 ! ADJUSTABLE VALVE BOK: W/ LID II z ' U, s � D `r m M.J. GATE VALVE WATER A C h l l h u116 LINE Iy m 1 I I 2500 P.S.I. CONCRETE S d 2'x 2' BEARINGAREA. THRUST BLOC rt f' d 14 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE TYPICAL GATE VALVE NTS FIG. W - 5 TO -8 FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. USE BRACING STRAPS ON ALL PIPE SIZES D } W _ B CONCRETE CLASS_B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SIZE A B C D E F THICKNESS OF e- 6' V-9" V-3" V-6' V-2' 2'-0" 1 1/4" 8' 2'-3 S-0 2'-6' V-6 2'-6" 1 1/4" 11 1/4' 10" 2'-9 X-4 2'-6' 2'-0 V-0' 2" 1 /4" THICK 12" T-0 4'-3" 3'-0" 2'-3" 3'-6" 2" 18" 3'-6" 5'-6" 3'-3" 3'-0" 4'-6" 2 1/2" 22 1/2' e- 6" V-6" S-0' 2'-6" V-6 2'-8" 1 1 4" 6' 3'-0 44'_3- 2'-6' 2'-6" V-3" 2" 10" Y-3" V-0 3'-0 2'-9' 3'-9" 2" 12' V-9" 6'-3 3'-0 3'-6 4'-3" 2` DIAMETER EXTRA 18' 5'-0 7'-6 X-3" 4'-0" 5'-8'2 1/2" STRONG STEEL PIPE 4" - 6' V-0" 6'-0'3'-0" V-3" 3'-3"2 1/4" 45' 8" 3'-6" W-8 3'-0' 3'-8" 3'-9" 2 1/4' 10" 4'-6" 7'-6 3'-0' 4'-3" 5'-0" 2 1 e ON CENTER FOR CONCRETE CLASS "B" 12" BENDS & 12 WS -3 9'-0 3'-3" 5'-0 5'-9" 2 1/2' 18" 6'-6 11'-0 3'-9' V-017-3"2 1/2' CHART FOR UPPER VERTICAL BLOCKING CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N. T. S. FIG. W -3A TD -4 PIPE SLOT I (2 PLACES) �I COVER LIFT NOTC11i 1,2 3/8,, {t WATER CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL MIFTER ROBE NTS FIG, W-7 7D-10 /1,�P� In PW X �D F Fy �4 Z p 0 P4 �j 3 P�-1 C� Z w O O F J LL 0 F -t =O Q D- w C � W�Z<f E 0•1 W (� �Q�D_ i ,O o XC)<P_ a W W � + + + + * + ji o zQ W H aQa=gz¢ ` Fj ;_jwm ��>X I a ¢¢M11jzz5 104 4 �w0Oww� _ F°0 wowQOOw i eei -1 U)X m co z U s ��®s�s�►v 0 Y W U?� O 0 Q a wr ¢ ` C� wQZQ�zr= cn z-iSc yzu,a- W0 BE�W- t¢ - or z z O O u-, o w WDM aw0www= ; 5zmzzzD-' Pz isor•♦w♦ 14-A�, U2 cn REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS SHOWN CAD I. D.: OD1 PROJECT: INITIAL SITE PLAN FOR ]DROOKHILL SECTION I BLOCKS 4A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA O LER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com j�,p►�TH _pF .... V DANIEL R. HINESf�'`= .� LiC. No. 043176 10/11/17 SHEET TITLE: WATER AND S EW EIR UTILITY DETAILS SHEET NUMBER WIDTH = DIM. "F" THICKNESS OF FILLET WELD STRAP = 1/4" STANDARD HEX NUT 1 /4" THICK PLATE WASHER 3" THREAD, 1 NOMINAL INSIDE 3�4�ANC HOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE 4 BARS 0 12" PIPE BEL ON CENTER FOR CONCRETE CLASS "B" 12" BENDS & LARGER C -- . { SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N. T. S. FIG. W -3A TD -4 PIPE SLOT I (2 PLACES) �I COVER LIFT NOTC11i 1,2 3/8,, {t WATER CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL MIFTER ROBE NTS FIG, W-7 7D-10 /1,�P� In PW X �D F Fy �4 Z p 0 P4 �j 3 P�-1 C� Z w O O F J LL 0 F -t =O Q D- w C � W�Z<f E 0•1 W (� �Q�D_ i ,O o XC)<P_ a W W � + + + + * + ji o zQ W H aQa=gz¢ ` Fj ;_jwm ��>X I a ¢¢M11jzz5 104 4 �w0Oww� _ F°0 wowQOOw i eei -1 U)X m co z U s ��®s�s�►v 0 Y W U?� O 0 Q a wr ¢ ` C� wQZQ�zr= cn z-iSc yzu,a- W0 BE�W- t¢ - or z z O O u-, o w WDM aw0www= ; 5zmzzzD-' Pz isor•♦w♦ 14-A�, U2 cn REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS SHOWN CAD I. D.: OD1 PROJECT: INITIAL SITE PLAN FOR ]DROOKHILL SECTION I BLOCKS 4A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA O LER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com j�,p►�TH _pF .... V DANIEL R. HINESf�'`= .� LiC. No. 043176 10/11/17 SHEET TITLE: WATER AND S EW EIR UTILITY DETAILS SHEET NUMBER SIZE BRANCI VALVE THE WATER MAIN WATER veQi�c J. PLUG T6_TEE (COAT RODS WITH BITUMINOUS PAINT) ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE _ or o BRASS NIPPLE AND CAP i LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE X N0. 57 STONE M.J. FITTING `-2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFIL BEDDING a STONE STABLE SOIL RUCK. SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEIJ COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #62 STONE. FOUNDATION IN POOR SOILUNDER -CUT CONDITION UNSTABLE SOIL ---MIN MIP. -`*e�'�� --�TaBLB SOIL _ INITIAL BACKFIL RANULAR FILL AS A,,,PPROVED BY AC SA `� 0N, STABLE SOIL OR ROcI 3 STONE 1 NOTE I. fJO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LILIES. 2.N0 ROCKS LARGER THAN 6" IN ANY DINIFNSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE IfJITIAI_ BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLO1/VED IN THE TRENCH. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE f RON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD-) H:\15\V152000\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V1520000D1.DWG PRINTED BY: EVAN.NEWMAN 10.13.17 @ 10:37 AM LAST SAVED BY: EVAN.NEWMAN TD -16 FRAME P. COVER SEE FIG. S -1-D; E STREET SURFACE OR NON -PAVED AREA VDoT CLASS 1 RIPRAP 1 5 VDOT HO 1 STOiJ E BEDDING 3.0' MIh1� UNDISTURBED MATERIAL A ELEVATION NOTE: WHEN BEDROCK 1-5ENCOUNTEREDAND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A, STONE AND TOPPED WITH 16" OF VDOT CLASS 1 RIPRAP, WATER TYPICAL STREAM CROSSING NTS FIG. W-12 SLOPED AREA!:::em _0 RUBBER COATED STEEL STEPS 0 MAX I-" a CAST IN PLACE � PRECAST REINFORCED CONCRETE SECTIONS WITH "O" RING SEALS OR APPROVED EQUAL 3' - 0" MIN THE DROP CONNECTION SHALL BE nl = DUCTILE IRON PIPE (CLASS SO) / ( 5" BACKFILLED IN 6" LAYERS AND jz/ �.� � C0_MPACTED BY HAND TAMPERS OR 12" MIDI`' BAC KTILLED WITH SELF - COMPACTING 16" M,AX '^ STONE. T__ I 5 � I MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MILS FROM ISLET TO i ACROSS M.H. FR I VANE A� 51 OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN G ' INLET & OULET PIPE SHALL BE a PROVIDED. 12'. a n. , p fl , �. ,, t - ,{g 3/4 DIP, OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: I. BEDDING THICPHESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE C01,61 -JI -TAINT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NOBS - EXTEiNDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG, S -1-C TD - 24 TD- 20 FRAME K� COVER (SEE FIG. S - 1 - D,E) SLOPED AREA-'! 2 0' STREET SURFACE CDR NON -PAVED AREA V - 0" MAX RUBBER COATED STEEL. .� J ` STEPS CAST IN PLACE \ - 0" MIfJ PRECAST RE11\1FORCED CONCRETE SECTIONSE L- 12 " fvi I PJ 1011 RINIG SEALS _16" MAX MINWUM ELEVATION DIFFERENCE ACROSS M.H.S" 4' - 0' FROM INLET TO OUTLET .4 SHALL BE 0.20 FEET. DEPTH OF FLOW C'-NCREI E-�L, JAR ES FILI-ETS u CHAhJNEL I0 BE 3/4 DIAMETER O CONTRI B UTII',IG SEWER. .37. A FILLETED INVERT FOR A SIVIOOTJ TRAfJSITIORJ OF FLOW BETWEEN �. II'JLET O OUTLET PIPE SHALL BL PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKPJESS REQUIREMENT SHOWN l5 MINIMUM AND SHALL BE SPECIFICALL`( DETERMINED B'Y THE CONSULTANT FOITHE SOIL CONDITIONS. THE CONSIJLTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDFD BASES, B. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED ° GROUTED INSIDE ANID OUT, TYPICAL MANHOLE SECTION ';HOWINC BRANCH TIE - IN m E E rn N E Mu �E �03 o W2 N E In D7 �� oW \00 am o �� v �LL oo U E E Evi � N Ld "° u 0 - w 00 cr 1 ` y 0 0 aE �� oEocYn EE ESErJ O E E a - ui Y F- ED °� E� No N'11Q NU EW �0 w w<_c �n w `` J0 a 2 w o a E !t o E ror ECO E. E_ nco 0 N vE I�E �m Om a Q z a_ O p ^ E 0 ^ H E E ¢^ E al Im -,r- a E 4 cla N N �, C,0 r M m W N N N N Q LL ® O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -25 TD -21 [25mm] / � � " ` 4 � , _ F- W 1 CONC. BASE H SLOPED TO FLOW INEL 1/4" 1' M1111 r BRANCH TIONS TO JHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - I - B TD -?'3 -(4) 1" (25mm) DIA HOLES 27 1/2" DIA 1 1/2" ON 32 3 4" (834mm) DU1 [38mm] BOLT CIRCLE [699mm] 26 1/4" DIA [178mm] ��— [667mm] —� I DIA h" [60606mm] ---„I ` 28 7/16" DIA 5/8" [722mm][t 6mm] 36" DIA 0 26" [914mm] [660mm] 1 1/2" FRAME SECTION 0mm [38mm] [20mm] 2" (51 mm) LETTERS (RECESSED FLUSH) 1/2" [79mm][13mm] 3 13/16" 0 22 13/16" 21 /8" [97mm] [579mm] [54mm 1 0 25" 11 / 16" [635mm] ] [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mrn] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/18 X 5/8 X 1 1/2 1800 RUBBER PART# 00981045 R. (2) CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS E W PICKBARS [5mm,24o0° [41 mm] PART{ 00981250 1 1/8" (29mm) DIA BOSS [6mm [113rnm] .53 DIA. STAINLESS STEEL ROD PART) 0098) INSHR 1318 8 ID 1.50 OD 5S PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES. 2) NLIT HX 5/8-11 ZN NYLK PARTS 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERT1GHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATER71GHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)SPART# 001 3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S -I -E TD -26 ✓� ltJ °'/0 IL� 1� z o0 aw /_ z C9 -, F 1 � :ff c 0 0 1- (n x zap= -g �m r-ra-1 w �ag�=�99 � Q ��ar°o )C' +**yon►♦ F=a �o �� ao g za o0 Z M W W w �QEU` o � w :2> R -4 wvI--i m =wzz> am �-� H n =Lu001u, m� 2jo J� CY_z zg� I-) =z wowaoow -JU)X coozo 2-- z �¢ (� pm� o o a �w W} o w >-q E za�z>-x E, 9 zgayYND- o0 wc Q w O 00 W a 5. a_Lu0LULuw= ¢w 1�0 5zmzzza aw r�Iz 9t+i� ►♦i♦ iso �a o REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS SHOWN CAD I.D.: OD1 PROJECT: INITIAL SITE PLAN FOR JBROOK H I L]L SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 WATEER AND SEWER ° UTILITY DEQ Ji. AILS SHEET NUMBER: SECTION A - A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE EXCEPT WHERE SLOPE OF BANK EXCEEDS 1 TO I A \\17 61 ? \ / .'' ,, 3.0' MIh1� UNDISTURBED MATERIAL A ELEVATION NOTE: WHEN BEDROCK 1-5ENCOUNTEREDAND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A, STONE AND TOPPED WITH 16" OF VDOT CLASS 1 RIPRAP, WATER TYPICAL STREAM CROSSING NTS FIG. W-12 SLOPED AREA!:::em _0 RUBBER COATED STEEL STEPS 0 MAX I-" a CAST IN PLACE � PRECAST REINFORCED CONCRETE SECTIONS WITH "O" RING SEALS OR APPROVED EQUAL 3' - 0" MIN THE DROP CONNECTION SHALL BE nl = DUCTILE IRON PIPE (CLASS SO) / ( 5" BACKFILLED IN 6" LAYERS AND jz/ �.� � C0_MPACTED BY HAND TAMPERS OR 12" MIDI`' BAC KTILLED WITH SELF - COMPACTING 16" M,AX '^ STONE. T__ I 5 � I MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MILS FROM ISLET TO i ACROSS M.H. FR I VANE A� 51 OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN G ' INLET & OULET PIPE SHALL BE a PROVIDED. 12'. a n. , p fl , �. ,, t - ,{g 3/4 DIP, OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: I. BEDDING THICPHESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE C01,61 -JI -TAINT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NOBS - EXTEiNDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG, S -1-C TD - 24 TD- 20 FRAME K� COVER (SEE FIG. S - 1 - D,E) SLOPED AREA-'! 2 0' STREET SURFACE CDR NON -PAVED AREA V - 0" MAX RUBBER COATED STEEL. .� J ` STEPS CAST IN PLACE \ - 0" MIfJ PRECAST RE11\1FORCED CONCRETE SECTIONSE L- 12 " fvi I PJ 1011 RINIG SEALS _16" MAX MINWUM ELEVATION DIFFERENCE ACROSS M.H.S" 4' - 0' FROM INLET TO OUTLET .4 SHALL BE 0.20 FEET. DEPTH OF FLOW C'-NCREI E-�L, JAR ES FILI-ETS u CHAhJNEL I0 BE 3/4 DIAMETER O CONTRI B UTII',IG SEWER. .37. A FILLETED INVERT FOR A SIVIOOTJ TRAfJSITIORJ OF FLOW BETWEEN �. II'JLET O OUTLET PIPE SHALL BL PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKPJESS REQUIREMENT SHOWN l5 MINIMUM AND SHALL BE SPECIFICALL`( DETERMINED B'Y THE CONSULTANT FOITHE SOIL CONDITIONS. THE CONSIJLTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDFD BASES, B. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED ° GROUTED INSIDE ANID OUT, TYPICAL MANHOLE SECTION ';HOWINC BRANCH TIE - IN m E E rn N E Mu �E �03 o W2 N E In D7 �� oW \00 am o �� v �LL oo U E E Evi � N Ld "° u 0 - w 00 cr 1 ` y 0 0 aE �� oEocYn EE ESErJ O E E a - ui Y F- ED °� E� No N'11Q NU EW �0 w w<_c �n w `` J0 a 2 w o a E !t o E ror ECO E. E_ nco 0 N vE I�E �m Om a Q z a_ O p ^ E 0 ^ H E E ¢^ E al Im -,r- a E 4 cla N N �, C,0 r M m W N N N N Q LL ® O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -25 TD -21 [25mm] / � � " ` 4 � , _ F- W 1 CONC. BASE H SLOPED TO FLOW INEL 1/4" 1' M1111 r BRANCH TIONS TO JHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - I - B TD -?'3 -(4) 1" (25mm) DIA HOLES 27 1/2" DIA 1 1/2" ON 32 3 4" (834mm) DU1 [38mm] BOLT CIRCLE [699mm] 26 1/4" DIA [178mm] ��— [667mm] —� I DIA h" [60606mm] ---„I ` 28 7/16" DIA 5/8" [722mm][t 6mm] 36" DIA 0 26" [914mm] [660mm] 1 1/2" FRAME SECTION 0mm [38mm] [20mm] 2" (51 mm) LETTERS (RECESSED FLUSH) 1/2" [79mm][13mm] 3 13/16" 0 22 13/16" 21 /8" [97mm] [579mm] [54mm 1 0 25" 11 / 16" [635mm] ] [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mrn] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/18 X 5/8 X 1 1/2 1800 RUBBER PART# 00981045 R. (2) CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS E W PICKBARS [5mm,24o0° [41 mm] PART{ 00981250 1 1/8" (29mm) DIA BOSS [6mm [113rnm] .53 DIA. STAINLESS STEEL ROD PART) 0098) INSHR 1318 8 ID 1.50 OD 5S PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES. 2) NLIT HX 5/8-11 ZN NYLK PARTS 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERT1GHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATER71GHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)SPART# 001 3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S -I -E TD -26 ✓� ltJ °'/0 IL� 1� z o0 aw /_ z C9 -, F 1 � :ff c 0 0 1- (n x zap= -g �m r-ra-1 w �ag�=�99 � Q ��ar°o )C' +**yon►♦ F=a �o �� ao g za o0 Z M W W w �QEU` o � w :2> R -4 wvI--i m =wzz> am �-� H n =Lu001u, m� 2jo J� CY_z zg� I-) =z wowaoow -JU)X coozo 2-- z �¢ (� pm� o o a �w W} o w >-q E za�z>-x E, 9 zgayYND- o0 wc Q w O 00 W a 5. a_Lu0LULuw= ¢w 1�0 5zmzzza aw r�Iz 9t+i� ►♦i♦ iso �a o REVISIONS REV DATE COMMENT BY 1 10/11/17 ADDRESSING RTY COUNTY COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS SHOWN CAD I.D.: OD1 PROJECT: INITIAL SITE PLAN FOR JBROOK H I L]L SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 WATEER AND SEWER ° UTILITY DEQ Ji. AILS SHEET NUMBER: