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SDP200200138 Plan - Approved 2003-12-17
CS-1 COVER SHEET G - 2 GENERAL NOTES a s� 621 G 3 PLAN SHEET LAYOUT G-4 & G-5 EXISTING SITE CONDITIONS AND DEMOLITION PLAN J1 0-1 SITE LAYOUT OVERALL UTILITY L TI ITY PLAN 20 ,:-3 OVERALL GRADING PLAN & BORING LAYOUT 0"4 PARKING ZONES 250 s I WILTON FARM ¢ 0-5 WETLAND BOUNDARY ROAD 0-6 PHOTOMETRIC LAYOUT PLAN 0-7 CRITICAL SLOPE CALCULATIONS BUS 0-8 MASTER DEVELOPMENT PLAN 250 ALBEMARLE COUNTY DEPAR I MENT APPROVAL. 0-9 SIGNAGE PLAN i . LBEMARLE .0 UNT C-1 THRU C-9 SITE PLANS PLANNING DEPARTMENT DATE C-10 CONNECTION TO OLYMIPA DRIVE kO 3 0 74 P-1 & P-2 WATER LINE PROFILES BUIL15WG dFFICIAL , D TE Shadwell 1' �K'�5'LGw•►i-.•,�.� /�'�—Zoo, _ 6�- ,_ f-_` P-3 SANITARY SEWER PROFILES - ENGINEERING DEPARTMENT DATE P-4 THRU P-6 STORM DRAIN PROFILES Monticello AL a ARNE COUNTY FIRE AND RESCUE DAIS / 3 P-7 SEWER SCHEDULES 5 3 ��-�.. 2 0� _ /.� i7��_.53 -- - Milton AL8tFAARLr"COUNTY1 SERVICE AUTHORITY ATE 2 D-1 MISCELLANEOUS DETAILS _ ,A :nD-2 RETENTION POND PLAN AND EMBANKMENT DETAIL VI GINIA 6EPARTM NT bF TRANSPORTATION DATE V1k`_1,11N1TY_ MAID .. I D-3 RETENTION POND DETAILS ZONING DEPARTMENT DATE 17 EC-1 EROSION & SEDIMENT CONTROL PLAN DAfE AR ITECTURAL REVIEW BOARD � EC-2 -SOUTH END EROSION CONTROL PHASING SEQUENCE j EC-3 EROSION & SEDIMENT CONTROL NARRATIVE AND LEGEND `✓�'a 7 F'i!�wi t�: r EC-4 & EC-5 EROSION & SEDIMENT CONTROL DETAILS r"I V! L-1 LANDSCAPING PLANS l . REVISED.PLANS PLANS PER COUNTY REVIEW COMMENTS. TJW .` DESIGNED BY: PROJcCT: - _.. � REVISION NUMBER: - 02/14/03 `"�o���`,T�p� LT.� p TJW f��i.®� �if�.�2���'��" 2 REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 08129103 p� � p� '���' ENG1rTEEIZI .A`VrEl� O ' ' , 3 REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 10/13/03' _ ,-� �(.JRVE�YO��, DRAWN er: ALBS; E COUN , �V"I GII�IA DRAWING NUMBER: 4 REVISED PLANS PER COUNTY AND ARB REVIEW COMMENTS. TJW 11107103 H ® J. A PLANNERS TJW TITLE: 3 5 REVISED T IT PLANNING S. TJW 12112103 �t - No. No. 31204 REv�Eri�D BY: . THE LE PER PLAN N REVIEW COMMENT � it � ocTE TJW COVER SHED --- ---- - �O /21 i 2 � � 147N1�[URIDGE ROAD WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. SHEET NUMBER. LYNCIIBURG, VIRGINIA 24502 sjONAL s'lpNAI PHONE; 434.582.6175 201094.00 1094CS.d n CIVIL NTS 12109102 OF - 1 NO. REVISION BY DATE NO. REVISION BY. DATE FAX:434.592.6179 g _ m MISCELLANEOUS NOTES 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED 1. THIS PLAN IS TO BE USED FOR SITE -GRADING PURPOSES OUTSIDE THE BOUNDARY ON THE DRAWINGS. OF THE BUILDINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED 2. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE C ON FEMA FIRM BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY -TO 51OQ06 0240B DATED 12/16/80. SECURE ACCEPTANCE OF ALL UTILITIES. 3. THE AREA OF THIS PARCEL OF LAND A5 SHOWN IS 27.156 ACRES. THE 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI BOUNDARY AS SHOWN HAS BEEN CALCULATED FROM AN ACTUAL FIELD SURVEY. CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 4. THE EXISTING ZONING FOR THIS AREA IS R15. NO CHANGE IN ZONING IS 18. NO PLANTINGS OR ERECTION OF -OTHER OBSTRUCTIONS SHALL BE REQUESTED. MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 5. -THIS PROPERTY IS SERVED BY PUBLIC SEWER. AND PUBLIC WATER THROUGH 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER' OF 3.0'. ALBEMARLE COUNTY SERVICE -AUTHORITY; 1Q: ALL UTILITIES TO 'BE PLACED'UNDER EXI5TING.COUNTY STREETS 6.• THIS SITE PLAN HAS BEEN DESIGNED TO ALBEMARLE COUNTY NEIGHBORHOOD MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED DEVELOPMENT MODEL STANDARDS AND PRINCIPALS. OTHERWISE OR NOTED ON THE PLANS. 7. THE COORDINATES AND -ELEVATIONS SHOWN ARE TIED TO'THE STATE PLANE 11. WATER METERS SHALIL BE LOCATED IN AN ACCESSIBLE LOCATION COORDINATE SYSTEM. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO OTHER FACILITIES. HIS OWN SATISFACTION. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS 8. NEW BUILDING UNITS: 280 UNITS PLANNED FOR FUTURE ROADWAYS, BACKFILL' SHALL BE COMPACTED 1, 2 AND 3 BR APARTMENTS TO NOT LESS THAN 95 % OF MAXIMUM DENSITY; IN ACCORDANCE 9. BUILDING SETBACKS FRONT: 25 FEET,REAR: 20 FEET,SIDES: 15 FEET WITH VDOT SPECIFICATIONS, SECTIONS 523,03, 302, 303.10, (ALBEMARLE COUNTY CODE 18-18.3) AND 200.02 PER P.F.M. DENSITY: 10.31.DU/ACRE 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ABBREVIATIONS ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT SEWER CONSTRUCTION SPECIFICATIONS. AHD AHEAD NTS NOT TO SCALE BC BACK OF CURB O.C. ON CENTER 114. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS BF BLIND FLANGE PE POLYETHYLENE r OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. BM BENCH MARK PROP PROPOSED BK. BACK .PVC POLYVINYL CHLORIDE 15. ELECTRICAL POWER, SHALL BE DERIVED FROM BUILDING ELECTRICAL C/C CENTER TO CENTER RCP REINFORCED CONCRETE PIPE PANELS TO GENERAL- SITE LIGHTING IN ACCORDANCE WITH NATIONAL C & G CURB & GUTTER REO'D REQUIRED ELECTRIC CODE. CIP. CAST IRON PIPE RESTR RESTRAINED GENERAL. NOTES CENTER LINE RT RIGHT C.L. CHAIN LINK R/W RIGHT OF WAY I. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, CMP CORRUGATED METAL PIPE SAN SANITARY ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT.UNSOUND CO CLEAN OUT SQ SQUARE PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE CONC CONCRETE ST STORM MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CY CUBIC YARDS STA. STATION REQUIRED TO COMPACT TO'THE SOIL DENSITY SPECIFIED DIA DIAMETER STD STANDARD •CHARACTERISTICS FOR THE.INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, DIP DUCTILE IRON PIPE SW SIDEWALK CLASSIFICATION GW, GP, GM, GC, SW, SP,- SM, SC WITH A MAXIMUM ASTM 'D D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM 4318 PLASTICITY INDEX QF 12, EL ELEVATION TBA TO BE ABANDONED AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 EL,EC ELECTRIC: TBR TO BE REMOVED SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP EX OR EXIST EXISTING TC TOP OF CURB WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, N0. 200 SIEVE. FDC FIRE DEPARTMENT CONNECTION TYP TYPICAL FF FINISHED FLOOR UG UNDERGROUND 2.• USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND FH FIRE HYDRANT LION UNLESS OTHERWISE NOTED BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; -USE COMMON FILL MATERIAL FOR GENERAL HB HORIZONTAL BEND VESCH VA. E&S CONTROL HANDBOOK SITE GRADING. PLACE MATERIAL IN 6" LIFTS. F HC HANDICAP WL WATERLINE`' INV INVERT WT WATERTIGHT .31. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 1557 BENEATH AND ' IPS IRON PIN SET WW WOVEN WIRE 'WITHIN 25 FEET OF'BUILDINGS AND STRUCTURES AND BY ASTM D 698 BENEATH AND WITHIN DETENTION. POND EMBANKMENTS, PAVEMENTS, WALKS, IPF IRON PIN FOUND YDS YARDS AND ROAD SHOULDERS, INCLUDING AREAS THAT'MAY BE USED FOR FUTURE JB JUNCTION BOX-, 6"V 6" VALVE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY LF LINEAR FEET ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE NOTES: 1. THE SIZE OF THE SYMBOLS DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN, THE LT L.`_FT MAY VARY FROM THOSE SHOWN. (DENSITY OF THE ADJACENT SOIL. MH MANHOLE 2. ALL ABBREVIATIONS AND SYMBOLS 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS SHOWN MAY NOT BE USED. FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE GENERAL WATER &, SEWER CONDITIONS .SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE 6. ALL OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING .STREETS OWNED AND MAINTAINED-. THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXLSTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWERGAS, ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE 'SHOWN, ARE ONLY ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON FIIS OWN INITIATIVE CONSTRUCTION OF SUBBASE AND/OR PAVING. LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. a. PROPOSED UNDERGROUND) UTILITIES SUCH AS ELECTRIC,. 3. ALrL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A M 5 FOOT EPARATION FROM PUBLIC SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY NIITARY SEWE . WATER MAINS AND SANITARY .SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS'SHOWN IN NATIONAL GEODETIC SURVEY. 9. CUT AND PATCH WORK TN EXIST�YNG PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY 5. THE CONTRATOR SHALL BE -RESPONSIBLE FOR NOTIFYING STANDARDS AND SPECIFICATIONS. "MISS UTILLITY" (1-800-552-7001-). '10. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS 6. ALL WATER AND SEWER'PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. SPECIFICATIONS OF ALBEMARLE'COUNTY. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED 11. ALL PIPES SHOWN AS RCP ON PLANS .SHALL BE' REINFORCED OUTSIDE OF.ROADSIDE DITCHES. CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT.. 12. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. GENERAL UTILITY NOTES 13. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR 14. THESE PLANS AND PROFILES AND ALL THE NEW`CONSTRUCTION TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT TO HIS OWN SATISFACTION. APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN THEREOF AND THE STANDARDS AND.SPECIFICATIONS OF VDOT. FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG 15. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES.. .EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 582-6175. PRIOR TO COORDINATION NOTES BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO REQUIRED FOR CONSTRUCTION OF THESE PLANS. PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR 'WITHIN AN EXISTING 3. ALL HYDRANT.LOCATLONS TO BE APPROVED BY THE ALBEMARLE COUNTY EASEMENT, THE CONTRACTOR.IS TO NOTIFY THE HOLDER OF SAID FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO` EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW BE INSTALLED ACCORDING TO COUNTY STANDARDS. ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "0" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO' BE TYPE SM-9•.5A.(VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM-25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAV[NG ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR. THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON -BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL, HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG-12A. RAMPS SHALL NOT EXCEED A MAXIMUNI SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE 41,,gUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIt' THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES_ 1. ALL CONSTRUCTION SHAL. CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTI1.-NT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.! 2. CONTRACTOR TO VERIFY -FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRS"TES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN S!mflL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCF•,'FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 11. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR'SHALL BE DONE AT HIS/HER OWN RISK. ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION.TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION_CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE A NSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL'SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3i1 OR BETTER ARE TO BE ACHIEVED. I REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 02114103 2 REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 08129103 3 REVISED PLANS. PER COUNTY REVIEW COMMENTS. TJW 10113103 4 REVISED PLANS PER COUNTY AND ARB REVIEW COMMENTS. TJW 11/07/03 N0. REVISION BY DATE NQ. REVISION BY DATE eAR-N T d No. 31204 5-. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, -IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES". 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (-29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE -DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE IBY THE COUNTY. ALL DRAINGE OUTFALL EASEMENTS ARE 'TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLCol ';LL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT 'LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINUIMU CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH,'SjtOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETA!_, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. j 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UOT L ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. '16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS'OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER RLGUI..ATORY DEVICES SHALL CONFORM WITH THE "VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES". SITE/ARCHITECTURAL SOURCE NOTES 1. ROAD IMPROVEMENTS INCLUDING PAVEMENT DESIGN, STORM DRAINAGE, GRADING AND RIGHT-OF-WAY INFOINIATION FOR FONTANA DRIVE WAS OBTAINED FROM PLANS PREPARED BY MCKEE/CARSON TITLED PHASE I FINAL PUBLIC ROAD AND UTILITY PLANS SHEET #3. 2. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD RUN BOUNDARY SURVEY PERFORMED BY WW ASSOCIATES, DATED 10/19/01. 3. THE EXISTING TOPOGRAPHY IS BUILT FROM AN AERIAL SURVEY CONDUCTED BY GEO SERVICES. THE HORIZONTAL DATUM IS VA GRID, SOUTH ZONE, NAD-83(93),. IN THE U.S. SURVEY IFT. UNITS. THE VERTICAL POSITION IS ON THE NAVD88 VERTICAL DATUM. THE BASIS FOR HORIZONTAL AND VERTICAL POSITION WAS DERIVED FROM EXISTING GEODETIC CONTROL MONUMENT "BOYD". 4. NOTE: THE BUILDING INFORMATION (DIMENSIONS, UTILITY CONNECTIONS, ETC.) SHOWN ON THESE PLANS WAS TAKEN FROM INFORMATION PROVIDED BY NAME: CLINE DESIGN ASSOCIATES - ARCHITECT ADDRESS: 125 N. HARRINGTON ST. RALEIGH, NC 27603 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED ARCHITECTURAL/M.E.P. PLANS AND COORDINATE SAME WITH THE SITE PLAN, PRIOR TO BEGINNING STAKEOUT AND CONSTRUCTION OPERATIONS. PROJECT OWNER AVEMORE APARTMENTS LIMITED PARTNERSHIP 114 WHITEWOOD ROAD SUITE 1, LOWER LEVEL CHARLOTTESVILLE, VA 22901 PHONE: 434-974-7588 DESIGNED BY: PROJECT: AKS DRAWN BY: BED TITLE, REVIEWED BY: NFW WWA NUMBER; 201094.00 FILE. NAM l094GI.Or, LINE LINE RIGHT-OF-WAY VALVE POLE POLE TREE LEGEND - EXISTING NEW DESCRIPTION --435•--- ----44-56.1 35 CONTOUR ( INTERVAL AS INDICATED ON SITE PLAN)* SPOT ELEVATION �r•a'"� /'"`i TREE L I N E HEDGEROW CENTER/EDGE OF STREAM - . � � .--•- �----� ; FENCE AND GATE EDGE OF PAVEMENT PROPERTY GENERAL NOTES DISCIPLINE: SCALE: DATE: - N CIVIL NONE 12/09/02 REVISION NUAr1BE R: Ur`?AWIIVG NUMBER: SfIEET NUMBER: 2 OF 4/ I PROFFERS ZMA 2000•--010 w SP2000--69 , sP2000--70 REZONING F I1 A. THE CONCEPTUAL DEVELOPMENT PLAN DATED MARCH 28, 2001, LAST REVISED MAY 10,•2001 (THE "PLAN"), ATTACHED HERETO AS EXHIBIT A, IS PROFFERED. ALL�.IMPROVEMENTS SHOWN ON THE PLAN WILL BE INSTALLED UPON COMPLETION OF ALL PHASES OF. CONSTRUCTION. THE CHARACTER OF THE DEVELOPMENT WILL.BE IN GENERAL ACCORD WITH THE FORM AND CHARACTER THAT IS SUGGESTED BY AND IS COMPATIBLE WITH THE PROPOSED BUILDING ELEVATIONS ATTACHED AS THE EXHIBITS LISTED BELOW. MODIFICATIONS TO THE ELEVATIONS SHOWN ON THE ATTACHED EXHIBITS WHICH ARE EITHER SUGGESTED BY OR REQUIRED BY THE ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD WILL BE DEEMED TO BE IN "GENERAL ACCORD." •EXHIBIT B "SHOPS," DATED 12-15-00 EXHIBIT C "APARTMENTS," DATED 12-15-00 EXHIBIT D "GARAGES," DATED 12-15-00 EXHIBIT'E "TOWNHOMES, DATED 12-15-00 'EXHIBIT F "CLUBHOUSE," DATED 12-15-00 B. COMMERCIAL'BUILDINGS WILL HAVE TWO (2) STREET FACADES (EACH WITH AT LEAST ONE STREET -LEVEL ENTRANCE), FACING 1 BOTH FONTANA DRIVE AND THE DEVELOPMENT. C. IN SATISFACTION OF THE RECREATION FACILITY REQUIREMENTS SET FORTH IN SECTION 4.16 OF THE COUNTY ZONING ORDINANCE AND IN ORDER,TO BETTER MEET THE NEEDS OF THE RESIDENTS OF AVEMORE, THE FOLLOWING AMENITIES ARE PROFFERED: 1, THE VILLAGE'GREEN, WILL BE SURROUNDED BY A HEDGE. LARGE VARIETY TREES, 2.5'INCHES IN CALIPER OR LARGER AND OF A SPECIES COMMON TO THE AREA, WILL BE LOCATED EVERY 40 FEET ON CENTER BETWEEN THE HEDGE AND THE TRAVELWAY SURROUNDING THE VILLAGE GREEN. THERE WILL BE ACCESS POINTS TO THE VILLAGE GREEN AT EACH OF THE FOUR CORNERS, EACH OF WHICH WILL CONSIST OF ONE (1) GATEWAY FLANKED BY TWO (2) BRICK CORNERS. THE HEDGE WILL BE AT LEAST 24" HIGH AT PLANTING, AND THE GATES,AND BRICK'CORNERS WILL BE APPROXIMATLEY 32" HIGH. AT LEAST THREE (3) BENCHES WILL BE PROVIDED IN THE VILLAGE GREEN. THE VILLAGE GREEN IMPROVEMENTS WILL BE BUILT IN CONJUNCTION WITH THE CONSTRUCTION OF THE TOWNHOUSE SECTION PHASE OF THE ,DEVELOPMENT. 2. IN ADDITION TO THE VILLAGE GREEN, OUTDOOR RECREATION FACILITIES WILL CONSIST OF AT LEAST THREE (3) LOTS TO BE PLACED IN THE APPROXIMATE LOCATIONS SHOWN ON THE PLAN (REFERENCE 4.16.2). 3. THE COMMUNITY CLUBHOUSE WILL CONTAIN AN OUTDOOR SWIMMING POOL, INDOOR FITNESS CENTER, COMMUNITY ROOM, BUSINESS CENTER, AND LEASING AND MANAGEMENT OFFICE FOR THE DEVE-LOPMENT., AT LEAST TWO OUTQ.00R (2) PICNIC TABLE AND AT LEAST TWO (2) OUTDOOR GRILLS WILL.BE PROVIDED IN THE AREA ADJACENT TO THE CREEK BEHIND THE CLUBHOUSE. THE DIRECTOR OF PLANNING MAY DETERMINE THAT SUBSTITUTIONS OF RECREATION FACILITIES ARE IN GENERAL ACCORD WITH THIS PROFFER AND IN SATISFACTION OF THE MINIMUM REQUIREMENTS OF SECTION 4.16.2.1. D. THE APPLICANT AGREES TO PARTICIPATE IN'THE DEVELOPMENT OF A REGIONAL SWM/BMP FACILITY IN LIEU OF ANY REQUIREMENT THAT IT DEVELOP ON -SITE SWM/BMP FACILITIES FOR THE AVEMORE DEVELOP- MENT. -1. THE REGIONAL SWM/BMP FACILITY WILL BE DESIGNED AND SIZED TO PROVIDE A STANDING POOL WITH A WATER QUALITY VOLUME EaiAL TO APPROXIMATLEY 92,100 CUBIC FEET AT THE APPROXI MATE LOCATION SHOWN ON THE PLAN. 2 THE REGIONAL SWM/BMP FACILITY MEETING THE ABOVE DESIGN REQUIREMENTS SHALL.FULFILI- THE AVEMOIZE DEVELOPMENT'S REQUIREMENT FOR STORMWATER QUANTITY AND QUALITY FOR" ALL PORTIONS OF THE DEVELOPMENT DRAINING TO THE FACILITY. ANY PORTION.NOT DRAINING TO THE FACILITY WILL HAVE TO MEET THE STORMV'WATER QUANTITY AND QUALITY REQUIREMENTS BY MEANS QF A SEPARATE STORMWATER MANAGEMENT PLAN. 3. THE REGIONAL SWM/BMP FACILITY WILL BE CONSTRUCTED BY THE APPLICANT, AT ITS INITIAL EXPENSE, DURING THE FIRST PHASE OF AVEMORE CONSTRUCTION, AND WILL BE COMPLETED PRIOR'TO THE ISSUANCE OF PERMITS FOR ADDITIONAL PHASES. 4. THE ENGINEERING DESIGN OF THE REGIONAL SWM/BMP FACILITY WILL BE SUBJECT TO FINAL ENGINEERING AND SITE PLAN APPROVAL BY ALBEMARLE COUNTY'S DEPARTMENT OF ENGINEERING. THE DEPARTMENT OF ENGINEERING WILL HAVE THE RIGHT TO REDUCE THE DESIGN PARAMETERS OUTLINED IN THIS ITEM D IF HYDROLOGY CHARACTERISTICS, HYDRAULIC ENGINEERING, GEOTECHNICAL ENGINEERING OR TOPOGRAPHIC CONDITIONS DICTATE A MODIFIED DESIGN. 5. THE PROFFER SET FORTH IN THIS ITEM D IS CONTINGENT ON THE AVAILABILITY OF CONTIGUOUS OFF -SITE PROPERTY AND THE COOPERATION OF THE OWNERS OF SUCH OFF -SITE PROPERTY IN PROVIDING THE NECESSARY DEDICTION OF SUCH PROPERTY FOR THE PURPOSES OF CONSTRUCTION AND MAINTENANCE OF THE r SWM/BMP FACILITY. THE OFF -SITE LAND WILL BE DEDICATED UNDER TERMS SATISFACTORY TO THE -APPLICANT AND THE 'COUNTY PRIOR TO ISSUANCE OF A GRADING PERMIT FOR AVEMORE. 6. 1N THE EVENT THAT THE APPLICANT DETERMINES THAT THE REGIONAL SWM/BMP FACILITY IS NOT FEASBILE UNDER THE: TERMS AND CONDITIONS OUTLINED IN THIS ITEM D, THE APPLICANT IN ITS SOLE DISCRETION'SHALL HAVE THE RIGHT TO CONSTRUCT ON -SITE SWM/BMP IMPROVEMENTS TO SATISFY COUNTY WATER QUALITY AND WATER QUANTITY REQUIREMENTS. IN SUCH EVENT, THE PROFFERS SET FORTH IN THIS ITEM D SHALL BE NULL AND VOID. E. APPLICANT WILL ACQUIRE SUFFICENT RIGHT-OF-WAY, AS DETERMINED BY THE COUNTY OF ALBEMARLE ENGINEER FOR A PRIVATE, URBAN CROSS-SECTION CONNECTOR ROAD THAT WILL BE CONSTRUCTED TO VDOT MOUNTAINOUS TERRAIN STANDARDS. SUCH RIGHT-OF-WAY,WILL COMMENCE AT THE ROUND-ABOUT/PARKING AREA AT THE NORTHEASTERN CORNER OF THE DEVELOPMENT, IN THE GENERAL AREA SHOWN ON THE PLAN AS "RESERVED FOR PRIVATE -STREET CONNECTION (24' PAVEMENT MAXIMUM)," AND WILL TERMINATE AT OLYMPIA DRIVE. THIS RIGHT-OF-WAY WILL BE PLATTED PRIOR TO APPROVAL OF A SITE PLAN FOR THE AVEMORE ' ., DEVELOPMENT. _ IN CONJUNCTION WITH THE CONSTRUCTION OF THE PHASE CLOSEST TO THE AREA SHOWN ON THE PLAN AS "RESERVED FOR PRIVATE STREET CONNECTION," THE APPLICANT WILL EITHER CONSTRUCT THE CONNECTOR ROAD OR BOND WITH THE COUNTY FOR THE CONSTRUCTION OF THE CONNECTOR ROAD. THIS BOND WILL BE HELD UNTIL THE COMPLETION OF THE CONNECTOR ROAD; PROVIDED.; HOWEVER, THAT IF.OLYMPIA DRIVE IS NOT EXTENDED TO A POINT . WHERE THE .CONNECTOR ROAD CAN BE COMPLETED WITHIN 15 YEARS, THE BOND WILL BE RETURNED TO THE APPLICANT, WITH INTEREST, F. UPON CONSTRUCTION OR WIDENING•OF FONTANA DRIVE, THE APPLICANT WILL CONSTRUCT A FOUR FOOT (4') WIDE, CONCRETE SIDEWALK ALONG FONTANA DRIVE, BETWEEN AVEMORE BOULEVARD AND STATE ROUTE 20. G. INTERNAL WALKING PATHS SHALL BE FIVE FEET (5') WIDE AND -WILL BE PAVED IN -ASPHALT. H. PRIOR TO SITE PLAN APPROVAL FOR PHASE I OF AVEMORE, THE APPLICANT WILL DEDICATE TO PUBLIC USE AN EIGHT FOOT (8') WIDE RIGHT-OF-WAY FOR THE CONSTRUCTION, MAINTENANCE AND REPAIR OF A SIDEWALK ACROSS WILTON LOTS 16A, 16B, 17-1, 17-2 AND 17-3, ALONG THE COMMON BOUNDARY OF SUCH LOTS WITH STATE ROUTE 20. I. THE APPLICANT WILL PROVIDE SUFFICIENT RIGHT-OF-WAY IN THE AREA BETWEEN WILTON FARM ROAD AND STATE ROUTE 20 NECESSARY TO FACILITATE THE CONSTRUCTION OF A SECOND LEFT -TURN LANE FROM FONTANA. DRIVE ONTO' STATE ROUTE 20, PROVIDED THAT SUCH RIGHT-OF-WAY WILL NOT CREATE A ZONING VIOLATION FOR ANY EXISTING IMPROVEMENTS ALONG THE PATH OF SUCU NEW RIGHT -OF .WAY. THIS. RIGHT-OF-WAY WILL BE PROVIDED AT THE TIME THE AVEMORE ROAD PLAN IS APPROVED BY ALBEMARLE COUNTY. J. THE OPEN SPACE SHOWN ON THE PLAN ALONG THE SHARED COMMON BOUNDARY WITH LOTS 1 THROUGH 10, FONTANA, PHASE 1, WILL CONSIST OF ( I ) A FORTY FOOT (40') BUFFER WHICH WILL NOT BE DISTURBED DURING CONSTRUCT -ION AND (II) A SEVENTY FOOT (70') BUILDING SET BACK. K. THE APPLICANT WILL CONTRIBUTE THE LESSER OF (I) 50 y OF THE COST OF INSTALLING A TRAFFIC SIGNAL AT THE INTERSECTION OF FONTANA DRIVE AND STATE ROUTE 20 OR (II) $50,000 SUCH SUM TO BE APPLIED ONLY TO THE COST OF INSTALLING SUCH TRAFFIC SIGNAL. IF THE' COUNTY OBTAINS FULL FUNDING FOR SUCH TRAFFIC SIGNAL FROM OTHER SOURCES AND THE APPLICANT IS NOT REQUIRED TO CONTRIBUTE TOWARD THE COST OF SUCH SIGNAL, THE APPLICANT AGREES THAT ITS CONTRIBUTION MAY BE APPLIED INSTEAD TOWARD THE PORTION OF THE ROUTE 20 IMPROVEMENT PROJECT IN THE AREA BETWEEN FONTANA DRIVE AND U.S. ROUTE 250. SUCH PAYMENT WILL 3E MADE BY THE APPLICANT AT THE LATER TO OCCUR OF A X) THE INSTALLATION OF SUCH TRAFFIC.SIGNAL (OR INSTALLATION.OF THE ROUTE 20 IMPROVEMENTS, AS THE CASE MAY BE). OR (Y) THE ISSUANCE OF THE FIRST BUILDING PERMIT FOR THE AVEMORE DEVELOPMENT. II ZMA 00-10: WAIVERS, VARIATIONS, MODIFICATIONS, SPECIAL' USE PERMITS THE COMMISION APPROVED A WAIVER REQUEST, IN ACCORDANCE WITH SECTION 4.12.6.5(C), FOR ANGLED AND CURVILLINEAR PARKING AS WELL AS A WAIVER REQUEST IN ACCORDANCE WITH SECTION 4.12.6.2 FOR ONE WAY CIRCULATION AT IT`S MEETING ON JUNE 5, 2001. SP 00-69: THE PROFESSIONAL OFFICE USES SHALL BE LIMITED. IN COMBINATION '-WITH THE RETAIL STORES AND SHOPS USES ALLOWED IN SP 00-70, TO NOT EXCEED 20,000 SQUARE FEET. SP 00--70: FOR THE (PURPOSES OF THIS SPECIAL USE PERMIT, RETAIL STORES AND SHOPS SHALL BE DEFINED AS THE COMMERCIAL USES LISTED BELOW: 0. THE: FOLLOWING RETAIL SALES AND SERVICE ESTABLISHMENTS: ANTIQUE, GIFT, JEWELRY, NOTION AND CRAFT SHOPS, CLOTHING, APPAREL AND SHOE SHOPS, DEPARTMENT STORE, DRUG STORE, PHARMACY, FLORIST, FOOD AND _GROCERY STORES INCLUDING SUCH SPECIALITY SHOPS AS BAKERY, CANDY, MILK. DISPENSARY AND WINE AND CHEESE SHOPS, FURNITURE AND HOME APPLIANCES (SALES AND SERVICE), HARDWARE STORE, MUSICAL INSTRUMENTS, NEWSSTANDS, MAGAZINES, PIPE AND TOBACCO SHOPS, OPTICAL GOODS, 'PHOTOGRAPHIC GOODS, VISUAL AND AUDIO APPLIANCES, SPORTING GOODS, RETAIL NURSERIES AND GREENHOUSES. b. THE: FOLLOWING SERVICES AND PUBLIC ESTABLISHMENTS: BARBER, BEAUTY SHOPS, CHURCHES, CEMETERIES, FUNERAL HOMES, HEALTH SPAS, INDOOR THEATERS, LAUNDRIES, DRY CLEANERS, LIBRARIES, MUSEUMS, NURSERIES, DAY CARE CENTERS (REFERENCE 5.1.06), EATING ESTABLISHMENTS, TAILOR, SEAMSTRESS, MEDICAL CENTER, INDOOR ATHLETIC FACILITIES, (ADDED 9-15-93), FARMERS' MARKET (REFERENCE 5-1.36), (ADDED 10-11-95). THE COMMISSION ALSO APPROVED A WAIVER REQUEST, IN ACCORDANCE WITH SECTION 4.12.6.5(C), FOR ANGLED AND CURVILINEAR PARKING AS WELL AS A WAIVER REQUEST IN ACCORDANCE WITH SECTION 4.12.6.2 FOR ONE-WAY CIRCULATION. III MAGISTERIAL DISTRICT -- RIVANNA IV ACREAGE OF ENTIRE SITE: 27.156 Ao. PHASE 1-ACREAGE: 20.19 Ac. - 74. TOTAL ACREAGE PHASE 1 ACREAGE IN OPEN SPACE: 10.65 Ac. - 52.7% OF PHASE I PHASE 1 ACREAGE IN ROADS: 4.74 Ac. - 23.5% OF PHASE I PHASE 1 'OTHER IMPERVIOUS AREA (LESS ROADS): 4.41 Ac. ,- 21.8% OF PHASE I V BUILDING DESCRIPTIONS PHASE 1 FRED D. SR. CHRISTOPHER H. / OR ANNIE G. OR USA C. � FOSTER 7 EDSALL Ao� - * RICHARD J. ALAN AOR J_ q 1194 -- / / r HENRY J. OR t EUZABETH I BARBARA C. RICHARD G: ' /\ CHERYL M. I BRIMELOW I E R/ NOTE / BGWRGUlGNON WORCH OR / SEE SUBDIVISION PLAT AND EASEMENT / 111ER5 4 J SUSAN E�-- PLATS FOR ALL RELEVANT PROPERTY' / P �,1�C' ` LOT ! LOT 2 NETEMEYE FRED OR BOUNDARY AND EASEMENT INFORMATION // C 0\P��O PS S �� + LOT 3 / LOT 5 J IMARGARET M 18 58'p1„ f l LOT 4 ,cp LOT 6 O'BRYANT NEW ACIC8SS EASEMENT r- / / E 281.Og J / D�-�Y4 J I LOT 7 / ��- /% �IIPS o�p9� yF I /ANTON S. \\ \ OR GARDNER LOT 8 / RlCHARD J� \ OR MARTHA H. 5>,q r HALLOWF_LL JI DENDALL S. \ 23` LOT 9 J RUSSELL NEW PRIVATE CONNECTOR ROAD ACCESS EASEtim APPROX. LOCATION OF ry ry- © 7 r�� /',� I 20' SEWER LINE ESMT. �� �+� IP ,i�'� TOTAL AL AREA = 2/ .156 Ac. / k D.B. '1729 PG. 315 E,h NEW SIGHT NE EASEMEffr T ? /J LOT 10 / OPEN SPACE MP 78 561-18.2/7 Ao. 4i / NEW SIDEWALK A5E6fENT TMP 78-B-4-1- 4E21 Ac. 1 \� S% TMP 76-B-3-1. 4.3/8 Ac. J I I I ACCESS EASEMEN � PERMANENT DRAINAGE IPS AT S D.B. 1729 PG. 315 / OAK STUMP tiO3° N- IP5 & SLOPE EASEMENT (D.B. 1729 PG. 315) / 50' ACCESS PHASE I 6 ,F \ 4/ I I I APPROX. LOCATION OF N � I EASEMENT / r� �` S `' IPS �ON LINE 20' WATER LINE ESMT.(` e N D.B. 1267 PG. 147 (20./9 Ac.) AVEMORE, IPS /�' / A 150.29' f D.B. 1502 PG. 173 S I (TO BE VACATE WELSH,MATTHEW M. OB208/ PG.246 ` - r - / 169 10, N650 29'22"E DBJ504 PG.445 TMP 76-58/ IPS 11y 1� IPF 42.87' PLAT D.BJ4/6 PG204 ZONING R15 100,00' 33 E TMP 788-3-1A / A" , 1 ZONING: RIO S13 41' 56';E �"aO'RfW icy,'- :' t� �- w SINGLE FAMILY HOME / A)=� ---- 7` �1 SATTERTHW60.29'AITE,DEBORAH M. I i N _ _ DBJ539 PG. 572 / LOT lA ry _ _ _ PLAT DBJ416 PG.204 v TtifP 783-3-18 LOT IB ZONING: RIO !/ h Nay ' I l� SINGLE FAMILY HOME 20' SEWER EASEMEN / 8'WIDE I w' <p �' I 111v�-� �` IPF IPF ON LINE t ' SIDEWALK\ T ? . ' _ � AT 30.00' t D.B. 1729 PG. 315 / Z �. q ! l'/1 •. < LOT 2A AVEMORE, LL EASEMENT +I �� �- DB.2081 PG.2 3 ► `. DEDICATED t +�i,� �p �/ / j� ` PF TMP 788-3 / t TO PUBLIC T /6B ��' /" QLOT 28 ZONING. USE o 1►. Zia / / �� IPF ON LINE C3 I ' ' / %�' /�Ip , ` AT 158.0 7' t VILLAGE AT P S LLC cc,Qjy / L 8 �i off' t DBT726, PG.65 v4, A 1 LOT 3A t PLAT DBJ416 PG204 I % �/�rt',/ ��� t TMP 788-3-2A P I a LOT 3B i ZONING R15 dfULTI FAMILY DWELLING \�-IPF ON t �� i / ' AREA RESERVED FOR �I-I�, �� % Ip - L LINE AT BLACK, W. �-VILLAGE AT PANTOPSJIC AVE �C SEWER EXTENTIQN I J 56.06 ► 0.8J728,PG.651 DB.2081 P %ry I �' %-� - DBJ599 PG.489 D.B. 1267 PG. 155 Lt! APPROX. LOCATION OF PLAT DBJ416 PG.204 t PLAT DBJ416 PG904 TMP 768-4-1 / !� �; I IPS 20' WATER LINE ESMT. TMP 788-3-3A TMP 788-3-28 ZONING: RI5 IPF O� ;� I m D.B. 1416 PG. 205 ZONING: R15 F ZONING: RIO ► p I / ALBEMARLE HOTEL UMLI ED d ° t MULTI FAMILY DWELLING �S �����(\O -' / �� 018.1911 PG.359 I I I I I �_ N N58 02 31 E SINGLE FAMILY HOME t o . �5 / , j! 30.00 t �, �F-�'f�PG%'._ / �/� .��. PLAT PJ9�5�PG.37 WILTON COUNTRY LANE ► EP �� o�ZONING: �IC IPF 3YACCESS EASEMENT 574,36' I IPS �7 ''�Y 6 �00 12 �;/ v PROPERTY CURRENTLY VACANT N350 38'07"W `y� j CHARLES, GLORIA ° APPROX, LOC TION OF DBJ874 PG.209 tip 2O� o�, (1 20' SEWER LINEESMT. PLAT DBJ874 PG.21/ 3, D.B. 1416 PG. 205 TMP 7883-38 ZONING RIO WILTON ASSOCIATES, LP. 38• SINGLE FAMILY HOMES D.B.1130 PG. 25 N' r10 PLAT DBJ130 PG.131 �- VILLAGE AT PANTOPS,LLC TMP 78-88 IPS \,2� DBJ921,PGJ/1 ZONING, RIO IPF ON LINE NOTE: PLAT DB1921 PGJ12 MULTI FAA(/LY APARTMENTS AT 20.49' / �' B" PROPERTY LINE FROM POINT "A" TO I TRIP 7BB-3-48 / POINT "B" FOLLOWS ALONG CENTER ZONING: R15 / LINE OF CREEK AS IT MEANDERS. MULTI FAMILY DWELLING PROPERTY INFORMATION NOTE: THE ZONING ADMINISTRATOR HAS DETERMINED THAT THE LANGUAGE OF PROFFER J, (RELATING TO THE 40' .UNDISTURBED BUFFER) DOES NOT PRECLUDE REMOVING DEAD VEGETATION OR ADDING NEW LANDSCAPING OR REMOVING THE WATER TANK AND RELATED FACILITIES AS WELL AS OTHER TRASH. VI PARI;ING TABULATION PARKING REQUIREMENTS: DWELLING, MULTI-FAMILIY NUt.8ER OF BEDROOMS/UNIT PARKING SPACES/UNIT 0�1T: ;1 ) BEDROOM 1.5 TWO (2) BEDROOMS OR MORE 2.0 (ALBEMARLE COUNTY CODE 18-4.12.6.6.2) BUILDING TYPE # OF BLDGS. SQ.FT. (PER BUILDING) .(GROUND AREA) TOTAL SQ.FT. IN DEVELOPMENT UNITS PER BUILDING UNITS IN DEVELOPMENT MAX. BLDG. HEIGHT ADDITIONAL* SETBACK 1 BDRM 2 BDRM 3 BDRM TOTAL 1 ODRM 2 BDRM 3 BDRM TOTAL 1 3 99880 29,640 14 14 0 28 42 42 0 84 49'-5" 28.8' _ II 4 10,400 41,600 14 '14 0 28 56 56 0 112 38'-8" 7.4' ILIA 1 3,120 3,120 10 0 0 10 10 0 0 10 27'-0" 0 IIIB 1 3,120 3,120 14 0 0 14 14 0 0 14 37'-9" _5.5' IVA 1 7,360 7,360 0 0 14 14 0 0 14 14 52'-3" _ 34.4' I VB - 1 7,360 7,360 0 0 14 14 0 0 14 14 41' -2" 12.35' V 6 3,250 19,500 2 0 0 2 12 0 0 12 23'-8" 0 VI 4 3,250 13,000 2 0 0 2 8 0 0 8 23'-6" 0 VII 2 5,460 10,920 0 6 0 6 0 12 0 12 38'-5" 6.8' CLUBHOUSE 1 5,780 5,780 0 0 0 0 0 0 0 0 27' -5" 0%I TOTALS 24 589980 141,400 = 3.25 ACRES 142 110 28 280 PLEASE NOTE: ADDITIONAL SETBACKS LISTED ARE FROM SETBACKS FOR R 15 ARE FRONT 25' SIDE 15' AND REAR NnTFS: 1. PHASE I: 280 UNITS. 2. FUTURE PHASES: 406 TOTAL'UNITS PER ZMA 00-10. I: REVISED PLANS PER COUNTY REVIEW COMMENTS. TJVV 02114103 2 REVISED . PLANS PER COUNTY REVIEW COMMENTS, TJW 08129103 3 REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 1011310.3 4 REVISED PLANS .PER COUNTY AND ARB REVIEW COMMENTS. TJW 11107103 N0, REVISION BY DATE NO. REVISION BY DATE IHL bUILUINU IU IHL FKUNLKIY L1NL, NOT SETBACKS BETWEEN EACH BUILDING, R J. WARNER No. 31204 20'. NUMBERS LISTED IN THE TABLE ARE THE AMOUNT OF ADDITIONAL SETBACK REQUIRED BASED ON THE AMOUNT OF HEIGHT IN EXCESS OF 35'. .=.Me Ei°TGINEERS SURVEYORS PLANNERS Assoc MIT 147 MILL RIDGE ROAD LYNC11t3URG, VIRGINIA 24502 PHONE: 434.582.6175 INSIDE BUILDING GARAGE SPACES 102 SPACES OUTSIDE BUILDINGS 405 TOTAL SPACES INCLUDING H/C SPACES 507 BuiIding No. BulIding Type Nutter of Bedrooms Spaces Req'd per Bedroom Calculation Total No. of 'spaces Required 1 V 2- 1 bd. units 1 .5 2 x 1.5 = 3 3 2 V 2- 1 bd. units 1. 5 2 x 1. 5= 3 3 3 V 2- 1 bd. units 1.5 2 x 1.5 = 3 3 4 V 2- 1 bd. units 1.5 2 x 1.5 = 3 3 5 V 2- 1 bd. units 1.5 2 x 1.5 = 3 3 6 V 2- 1 bd. units 1.5 2 x 1.5 - 3 3 7 IVA 14 - 3 bd. units 2 14 x 2 = 28 28 8 I 14 14 - 1 bd. units - 2 bd. units 1.5 2 per 1 per 2 bed bed 14 x 1.5 14 x 2 = = 21 28 49 9 IIIA 10 - 1 bd. units 1.5 10 x 1.5 = 15 15 10 11 B 14 14 - 1 bd. units - 2 bd. units 1 .5 2 per 1 per 2 bed bed 14 x 1 .5 14 x 2 = = 21 28 - 49 11 I 14 14 - 1 bd. units - 2 bd. units 1.5 2 per 1 per 2 bed bed 14 x 1.5 14 x 2 = = 21 28 49 _13 VII 6- 2 bd. units 2 6 x 2 = 12. _ 12 14 VII 6 - 2 bd. units 2 6 x 2 = 12 12 15 _ 1.1 14 '14 - 1 bd. units - 2 bd. units 1.5 2 per 1 per 2 _ bed bed 14 x 1.5 14 x 2 = = 21 28 49 16 IVB 14 - 3 bd. units 2 14 x 2 = 28 28 17 I: 1 14 14 - 1 bd. units - 2 bd. units 1 . 5 2 per 1 per 2 bed bed 14 x 1.5 '14 x 2 = = 21 28 49 18 IIIB 14 - 1 bd. units . 1.5 14 x 1.5 = 21 21 19 I B 14 14 - 1 bd. units - 2 bd. units 1.5 2 per 'I per 2 bed bed 14 x 1.5 14 x 2 = = 21 28 49 20 11 14 14 - 1 bd. units - 2 bd. units 1 . 5 2 per l per 2 bed bed 14 x 1 . 5 14 x 2 = = 21 28 _ 49 21 1/ 1 2- 1 bd. units 1.5 2 x 1.5 = 3 3 22 V I- Y 2- 1 bd. units 1.5 2 x 1 .5 = 3 3 23 V I 2- 1 bd. ! In i is 1.5 2 x 1.5 = 3 3 24 VI 2- 1 bd. units 1.5 2 x 1 .5 = 3 3 Total Spaces Required 489 DESIGNED BY: AKS DHAWN BY: I QED �REVIFWED -BY., HFW WINA NUMBER: 201094.00 PROJE CT: "E.1' O- ' APARTMENTS AVEMORE TITLE: Gc NL FOAL NOTES r IILE t'dArt,!c r-- i0/ 50/F -INE: - - SCALE: -- DATE: 1094IG2.DGN CIVIL NONE 12109102 REVISION NUiVBER: .2 DRAWINY, NUMBER: 2 sLIEET NUMBER: 3 OF 4/ W, Zo \ LOT l ' LOT 2 / LOT 3 LOT 4 LOT 5 LOT 7 \ LOT 6LO I / Ole o• oi0 / //ram^- 4 \ LOT1-2 0 (";� ; � / � � � � �! /_•_ � lU /. ! i t i , 1//// �'`�, \ % r / \``-. i ` �`'\ / :,� �/f • /� tip �� f •/ , f 1` ��.� / • \ - � t �� �� —...� ~~~1t ! l�� 1 �t � Ott i / 2/ `~ \, // '4 �. ��, n .\ // \/ � '\ '�, ti � / „`�, i�!�i`'/,!i' /.., . ., j,m . ZUACX Al I / _.-,. / C n. ��, r � f ,�`_= ti `�Y�'-�:_.�-~ r• �.' � l�t ! \,`\ / � � \.,J`',�., `\ // mot.\ _ / �'/��'/�l' � � R \ i r� LOT /H ; - - - 1 \... 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I _It / �\ �\` ` y'mr"I.` '"�.'� � ,/' \'-� \ �\ / / ,� l �•" I f/1 � �` / ``:�� `el� ,\ ice' � , \�/ �\\� \\�� 20 •� 0 / � �' j kk ��— - -- /I----%`--J ---- — ---- ?�` .� / i'�u.....w-'.-ter-•^. :p' / � ✓�"+..e�W" / ' / -rye•/ ��- '-�1- — � ter~' _ _ .�- _ ,..,.., _ _ _ _ __ ____� _,..,.� , � � � \a��N�✓/J -/ .� \ I jI LL- I REVISED PLANS PER COUNTY REVIEW COMMENTS, TJW 02114103 2 REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 08129103 z 3 REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 10113103 4 REVISED PLANS PER COUNTY AND ARB REVIEW COMMENTS. TJW 11107103 NO. REVISION BY DATE N0, REVISION BY DATE /y f RE J. WARMER No. 3120. 03, \ �8 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST 'BE USED Imam 80' 0 80' DESIGNED BY: PROJECT: ANTEMORE APARINffiNTS REVISION NU,411 BER: TJW AVEMORE 4DRAWN --- --- BY: r T� BE C E OUNT i liZ A V -- TJW — --_._ _ —_ ' DRAWING NUIr1BcR:---- TITLE: PLAID SHEET LAYOUT ; go REVIEWED BY: TJW WWA NUUBER: _ _ FILE NAME., _ DISCIPLINE: SCALE:i _ DAF-E.-: — SHEET NUhIBER:: 201094.00 109403.DGN CIVIL 111y80' 12109102 4 0lC41 SEE DRAWING G-4 I 1• I 1 ! 1 / / / I I \ \ NAIL #95 00 o N 3900953.21 a \ \ r / \ 11498896.28 � � -• , Pi #99 NAIL �1f860 .94N 3900 v r .59 1. a I FENCING 1498867. 0 N 3900660 I'.� f A L .F \ E 1 1497926.32 ,, lair `� CBE RE OV.ED) \ \ . ' \ 50' vv ER TAN{ / S 09 �/ f.i A --.� \ 1 TO BE E�iIOVED` 1 ,� '-' t // v�� r!n i :I '� •'•t \ �:.. ' j/1-. t, I ! I!vj 1\•Q \ ' I `; \ t / \ "\ / '` . ' '+ ~D NAIL 40 2 I �': ¢'�9` Ilo \ `\ ` / / / ` ` rrl <' (\ N3900721 1 ty E 11498093.9 1 , \ •�` •.FENCING , \ , \ I 1 \ \ \ I , I TO V� p r i - I i \ •P f iS \ E VEI.� MO .. _ a I I r� \ 0 .. ............ ;/ I c„1 1 � � I O \ I \ \ y I \ r P \ �t. APT. BLDG. \ T 1 0 O t9 .... 41 \ o \ I \ 0, # 0 : 1 \ I is' \ � Y : f - I i f _ r` I N' \ f _ r \ / \ , S T RE ---•-•• _ \ \ -z. REMOV Q"'� \ I I FENCING \ \ \ \ T0. BIE• REM VED' TO BE E OVED .9 I 7 �` \ II \ \ 1 \ H _ 1. 5t 1 r,- t 4 a . \ I A I ^M, FENCING 1 o N - I .. FE ICING \ -�\. TO REMOVED) i 1. BE •R M "r X I V./ ' v-•may 1 1" E BE MC+VED -p _ • TO R , 'r _ ( \ IPS A - I .t , \ \ CA T Ivi P r K- - 1 3 0 1 \- _ r 1 7 ,. , , l _ \ \ - 1 \ AIL N _. • - I IP F).32(- i I 5 9 0 2./ _ N` 3 b ---NAIL .......... .........:. l I 83' 0 59 1 1 E 114 `�9 4 06 7.I• _ / r 2 \ \ r I i l i 1 `� .. 1 897 37• _. \ E" '11 i 5. ..- r , I 1 1 �• 0 , • I 1 i \ I t i � . n. F3L 1 1 O , I cn i l'• �+ 1 'I : Z SEWER , \ SANTARY , - , 0 � , ��. � � / ! \ FENCING --- c / r s I 1 Iv k .. TO - BE REMOVE t /. / ♦ 380 P i \ • \. / ,fit ``1 i ',\ ` _ \ _ •� / / 1 1 \ \ ` , \ r I 1 M I 1 1 \ Q .; • _ x , 1 , I O 1 \ \ \ k t S _ � r \ IPF ON LINE L FE CIN \ I I t ♦ 7117. 1 , _ I 1 • r 1{/ I \ - t i F t \ TUBER EMO ED .. A 20:49 \ T �' _ J \ - 1 � 1 1 0 \ ,F 0 . 1 •. ti 4 _ f , t , R WOVEN EN I \ -�. ,WI �F ,E .,tom \ C 1 ! G •/ I T _ J F3 REMOVED .._ ... :�•• 1 , \ - -- - / 1 5 \ I I J O \ 1 O \ FENCING x „ .0 ^"i \ � _ \ ,59003.43 5 2 I I \ \ _ \ E 1498 r- _ 6 1, , r \ I & TELEPHONE . \ H E I` i •i \ i I • , , `ti. i 1 1 .... :. .... ... \ ._ .. _ .. - , : •. `. BE REMOVED `. • �� °0 3` , TIC \ \ �. \ �. 'S1''� 2 3-.E - � .... _ IBEt� ,OP _. .fi NAIL 1 7 _ _ \ -\ , _ E. ' AND TELE. HONE' ''• ,• T .. ,.. ._.._ ..' • --_... ,, .:: • •.. ,- > ` � SEE N TES ' 7 •. & 8 _ � \ !\ P I Z� -by .� ...: r 1 •.. •,, )- N'. 5900 , -QO 0 \ - ........ ,. ,.. 0 - ...: • .. BE REMOVED \ ':;�,. \ , p , u J SE 0" \ - - - I 1 ... ...., " cam. .. -• •' '.. .. \ o E NOTES - \ \ . 201 0. SEWER SEM •• 2 � � \ .. EA ENT"' •.. ---- ..... ... .._.. .. _.._ ,. •. _ \. CPS_. 1 \ . 6 .. •. F NAIL 10 \ _ 9' 06 9 D.B. 7 9 PG. 315 # .. _ . I _._ _ _ _ T kIS' SEC VIO OF 1 1 1 _ _... \ r ; . 3900346 2.1. � � - • E 11• 9.7,5.6Z - - ANITAR.Y SE>�fE LATEE�AL O O " W DEAD 1 r ` J S O.H IS. S' \ \ , 1` j _ > \ 1 _ - \ _.. - /. \ \\ E 1 1498-7Q 1.61 _ - \ �--�: ..... _ , 1 -- SAN _ _ - - \ ,AN - _ - - - _ �s AI\ - ! I C - - r , , • - - \ - -r 0 M: , DEMOLITION NOTES ` \ •-•' _ . I. \ \ _ - -- \ , . ... ... - _._. _. _-. � .._.._ .__. _ ._ . _ .., .._ ..... '•- ...:--.- IP5 '0%1• LINE • - - \ --_ \ i�. 1 REMOVE -ALL STRUCTURES INDICATED ON . THIS PLAN 1N COMPLIANCE WITH ALL - - AT IPS LOCAL STATE AND FEDERAL REGULATIONS. ALL BUILDINGS INCLUDING .,. ... -" -. _. �\.. .'.. _ - . � - .., '• '- .._ .. ..... ..... . -..- _ _ . __.._. . � `•`L.�_-_:- FOUNDATIONS SHALL BE -DEMOLISHED TO 2 FEET BELOW FINISHED GRADE. . - _ .._.....-. _. _ .. _ , .--.�--•.. _ ram. O DES.C..2� AILS.. r QUNU VEPCO.. ROWS POLE ... DA7 # I , 2. ALL RUBBISH AND DEBRIS RESULTING FROM THE DEMOLITION OF THESE -` - -_ _ • \ 140, '-.,SOUTH .BARN AN 1 CLO ..NORTHOF.._ER€€K-- -...,, .. ►,�. ,�KsrtilP O \ \ Nry \ \ STRUCTURES HALL BECOME PROPERTY OF THE ONTRACTOR AND SHALL BE \ - -. " - I <_ _..._ ..... DESG.:....PIAIL -IN ._BASE ..OF .S6 WALLI�IUT �� O \ , I , c •- .... - ... ..- . - _._ ... ,f� ,. �'' _ _. - •TREE - 200 ...EAST --OF.... BARN.._ � .. 50 ... ., • , ••'' \ � \ � 1 • � REMOVED FROM THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL \`-. 0 \- \ \ _ _ CREEK \ \ _ _. EES ASSOCIATED W T THE VA �, 0� ... - - FWITH REMOVAL \ .. -_.. � : _. 0 - _ _. .. -•_ .. `\ - _. 0. o 3 3. CONTRACTOR SHALL COMPLY WITH. ALL OSHA STANDARDS REGARDING \ \ THE DEMOLITION OF THE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE _ -.. "•, .. -,.. --- - ,. . -•- _. .-- _ ..= .......... . -- -_-• _ '-_ _ _, - _ . -- '', �' ,`' ', '\., ' - -- • - _. _ - -.. .._ . _ --- . \ �L�B �f . ' J : S ESULT! G FROM THE DEMOLITION ACTNITES. \ _._ - FOR ANY DAMAGE R N \ �� H01 L'L... Z- ,% ...... i a r , 4. ASBESTOS AND OTHER HAZARDOUS MATERIALS WILL BE REMOVED BY OTHERS .\, r PRIOR TO DEMOLITION. \ _. -.._ ,._ ___ __.._......._ ..... ......... ..... - --\ , S LABELED. 5. REMOVE OR ABANDON IN PLACE ALL UTILITIESA ., `� ., .... • -.... �, \ •. ' , ; ,� .._ _4�-�_ _._...__._ _ • --• �.._ - - ,..._,_ - ...,, •\ ..._ 6. SEAL EXISTING WELL WITH GROUT, FULL DEPTH, IN ACCORDANCE WITH 1 •. \ 1 ''� �OZ ; , ' i ! - _ ..- ----- ._.:::.:::......... • . MANUAL OF WATER WELL CONSTRUCTION PRACTICES. \ - _ No rE I ' ` `� - - - ` PROPERTY LINE FROM POINT "A" TO POINT „B" FOLLOWS ALONG CENTER 7. CONTRACTOR SHALL COORDINATE REMOVAL OF OVERHEAD ELECTRIC LINES LINE OF CREEK AS IT MEANDERS. WITH POWER COMPANY. 8; CONTRACTOR SHALL COORDINATE REMOVAL OF OVERHEAD TELEPHONE LINES WITH BELL ATLANTIC OF VIRGINIA: IF -THIS DRAWING IS A REDUCTION \ I GRAPHIC SCALE MUST BE USED _ • \ '.. \\ .' SCALE: 1" a0 50' 0 50' I I KL V IJt,11 t'LHINJ 2 REVISED PLANS 3 REVISED LANS 4 REVISED S PER _, NO. REVISION RENTS TJW 02/14/03I+OF DESIGNETJW 'TENTS TJW 08/29/03 �I "`� : TJW 10/13/03 •^� ENGIN EEKS DRAWN BY • AENTS SURVEYORS BED COMMENTS TJW 11/07/03' TRENF J. ARNER PLANNERS REVIEWED BY: No. 31204 ' AsSOCIXrES HFW 147 MILL RIDGE ROAD WWA NUMBER �S ZCy LYNCHBURG, VIRGINIA 24502 S�ONAL �pFAX��•D4 h1(IY95 20'1094.00 BY DATE N0. REVISION BY DATE 00 0* PROJECT: AVEMORE APARTMENTS AVEMORE ALBEMARLE COUNTY, VIRGINIA TITLE' EXISTING SITE CONDITIONS AND DEMOLITION FLAN FILE NAME: DISCIPLINE: SCALE: DATE: 1094G5.DWG CIVIL H: AS NOTED 12109102 V: N/A 5$,Ar 12 7s'7 0 REVISION NUMBER: 4 DRAWING NUMBER: 5 SHEET NUMBER: 6 OF 41 T 1- / \ P I I• Il \ \ -I - 4 1 ? / .! \ I JI - ' ' i l` ° \ I 110� . / ` \ 1 E DRAIN C _ / I 1 ' /.' \ o : ' i 1 / \ / I 1 --- . i - ./ . . 17 5 co I \ % 4'\ 1 t o �'^, , l . '/ G : . ' 1 Q \ i . I; �..� . ! 1 I 1 I II I \ ``\ 1 n ` 'J Ab a..- ! G 4 1 r J �l r1.. o f-- . ! ! ! I i ° I \ t \ '\• \ \ '� a- \_:Ni. ., . . 1 ,l d ' 1 I I l . \ \ \ \ \ '\ I I /; / - ., _ t`�_ - .(� _tea _ __ __T. -�. ____L._ _ _____-__ _.-__ _ _ _ _ _ __ _ , r I \ \ , ', •'f'�' l r. 1 is / i' 1 - \- \..J l 1 ° I \ , / \ \ �\ F �' N. w I I I I \ f G 4 I �, / I � , Mir G 1 ! \' 'I 1 1 i 4 I a W' c I / 1 n - C10 I I \ I". s 1i 4 I \ \ 0 1. I _ 1 - , I i LD'G '� c� I! I ; ! 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TJW 10113103 SUWEYORS 4 REVISED, PLANS PER, COUNTY AND ARB REVIEW COMMENTS. TAV 11107103 T PLANNERS S - A CMTEN _75 1,L MGE ROAD 147MU. LYNCHBURG, VIRGINIA 24502 PHONE:: 434.582.6175 NO. REVISION BY DATE NO. j REVISION BY I DATE RAOX: 434.592.609� DESIGAIED BY: TJw DRAWPI BY: TJW REVIEWED BY: TJW WWA NUMBER: 201094.00 - -- -- ---, r - 777ROJECT: IF, Tr6' DRAVVIKG IS, -A REDUCT/ION -GRAPFII.C, -CALF .MUST BE' USED 20, oi 24' AV EMORE APMMIENTS' REVISION NUM'BER: I AVEMOPX 4 ALBEMARLE COUNTY.. VIRGf MiA DRAWING NUMBER: SITE PLAN 7- FILE NAME: DISCIPLINE: LE: DATE. SHEET NUMBER: 1094CTDGNCIVIL 1"zi201 12109102 2' OF 41 TITLE; SEE DROWING C-6 - D1 i fi - 4-- -i. 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J1.1 - I A \ \ \ \\ \ `\ / Y /1 / /1. \ \ - \ \ I / / I /11 \ \ \ \ / V^� _ II. - - - - r___ - _. / 1 I / . . \ -, .! . 1_1�_ \ \ " 1. I - - - _ , \1, 'I, . c \�_ I - - _. " . _ __ - - 1 _ - 1 \ � ` , /' ,1' ' 1 I \ ` ' ', ` . IF THIS DRAWING IS A REDUCTION 1. \ 1 1 \ _ `\ / /' /' 1 ! / / / \ \ \ \ UC l01 r 1 \ \ I I . - I / \ \ 11 /' \ GRAPHIC SCALE MUST BE USED I \ \ � \ \ ,/ 1 1 , \` I \ \\ t , `\ \ \ \ \ ., I r \1. 1.\• 1 \ , 1 \ 1 \ \ \ \ Il `. f,\" /� \- / / i I I I ` \ ` ` • I \ \ •i I \ 11 \ 2� �- 20' 1 1 1 ; \ -`r '\ -) /' '`\ // \ 1 - I I i I '. `\ , \ \\ i \ _\ \\ 1t i 11 I I .----- - . ' REVISED' PLANS PER COUNTY REVIEW COR1MENTS. . I TJW I . .------ - - 02114103 - ---. - - ------ - __., - ____ I . ; 2 � REVISED PLANS PER COUNTY REVIEW COly MENTS. ' TJW. 08129103 i I 3 ' REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 10/I3,03 I I 4 ' REVISED' PLANS PER COUNTY AND ARB REVIEW C0141MENTS. �" � TJW . 111OT/03 . , . ' N0: REVISION i BY DATE NO. REVISION ' BY � . DATE No. 3t2E14 -,� (� . Ga3: . . --- -----I------,- - )ESIGNED BY: , PROJECT: AVEMORE APARTME NITS TJW AVE )RAI/I/N BY: ALBENLAR-LE CO ' TYy VHWINIA TJW - TITLE: ?EVIEWED BY: TJW _ WWA NUMBER: FILE NAVE: 201094,00' 1094C9DGN SITE DISCIPLINE. CIVIL PLAID SCALE. 1°=20a DATE: I2109102 5b-Ar f z 117 / 6.3 REVISION NUMBER: i 1 DRAWING NUMBER: no SHEET NUjirI BER: 24 OF 4/ I -� t Y- - - _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - .- - - - I .. .1111i __-___----_-^-_--- _ -----__-___-_.___-_______ . _____________________ _-.___-__-____.____-__--------____________________________________________------_____---_____ __-____--__-----___-__I _-___----_-___-_______I_-_-_-__-___-__-______ I __-_-____-_-_____-____ _--_--___-._______-- _-__--_--_________--_-'_-_----__----_-----_---- _-_.-_____._-________---_---_-____-----_____----- j---^__--^_-_________ '-----__-----____-_---____--'----_----____--______-.i ---_-__-__----^-_-_---_�-____.-__-_______--_.-_ _ I ----------------------- _ -,- - - - - - - - - - - - - - - - - - - - - - - - - -. _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_-____.-___._____---__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __-.___---_.___--__-- __ . 455 ------------•--------- -----------------"___----__-_____------____-'---___--_-______-____- __-_____-______-_-___--__-___--_.-_-___--__._^-I-----------------_.----- -- ____--•'---.'_---___------i.--.-_____________-__-_._.i -_.______-_._---_'__--___ __-'--_--____.-_-____-_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - ^ -' - - - - - - - - - -- - - -- _._ _ _ -F - - - - - - - - _ _ - - _ _ _ - _ T .- _ _ _ _ _ _ - - - - _ .- _ _ _ ( _ _ _ _ _ - - - - - - - - - - - - - - - -. _ _ - - - - - - _ _ _ _ _ _ _ ._ _ - - - - - . 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GO --- --- -------- :-------- -- ------ -- - ------------------_---I-------- --------- --------- ------ --------------- -------------- sA�lTAR. i --- - STRUCTURE �- SHiEET REFERENCE C 6 -- -------- -------- -- ---- -- ---- ------ ---- - - -- -- ----=-=- i ------- - EISTI ---� -- _ -- --- G -�= , ---_- ----- ----- ---------; _ ------- I . -o --- ---- - - I --- --------- -- ------ -- ------ --------- ----___- --------------- STRU'CTUiRE - UMBER I C ---- -------- ---^ --- ------ - --- ------- -- - - -- - --- -- - -- - . --------I �, --- -- ----- GRADE ------- ---- -- ----- -� --- ---- �i -- --- ----- -- ----- -------- ------- - ------- ----- s ------ I -- --- - -------- ---- o-- ----- -------- ------- -------- . _ e I .. W.� d�.' ' O� - 1 1 ' N - - --- - - - - '------- -- ------_-i-- ------- - --- -- -. -------- � �- -- ----- -t�t' --- ---- -- ° IN V ELEV - - - - ------ -- -- -- ------- - - - -------- ------ - - - --- - --- - ------- ------- - -- ------- i -------- ------- --- -- -- - ------- ------- - -- - -- �, m -------- w--�_�- -- ----- - ------ W' - DD D D `I0.2 --- - ---- - _ _ - c�- - _ _ _ _ _ _ - -- _ _ _ _ -- - -- _ _ _ _ _ _ - - --. ----- -i- ------ --------------------------- ------- ------- -------- _-___--_ _--,ter -- - - _ _ u' - - I _ _ _ _ _ _. _ - j _ _ _ _ - _ _ - -- _ _ _ _ _ - - - _ _ _ _ _ - -------- Q00' ou Ky -- ! -_-_- _LLj ---- u) -' -- SECTION A -A --- --------- - ----- _ . p: --------- I. --------- -------- -------- -------------------------- i- I ------- ----- -- -------- ---- - ------- -----u- -- ---- - -- ----- --- : ------- - - -- I -- ��'r� - - - ------ j-----_1` -Iq' CQ Fy-o-p'-C'_ -- ---•-r - 77 'y ; ---- lam'`--- �p Ln �GV -- L41h�:�L T� V A %a � E� i1 t � TNT; -- ------p-,g�y- ! 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THF_ PERFORMANCE OF THE SEPARATOR --- p ------- ,r, -U -- m•----•!-------------------'-------- r u j - �---------------------- II' o i I -I i -- - ----- -------- ------- I ------- - --- - -------- --m Ib IP --' ----- __ ,--------- -------- -- 1�- ,• ---- cfl -------- o -------� r� In'if c- ----- - I, u.I t- ----� Co. �?'�? K --. --- ,, II __, ; WILL BE SUCH THAT I:T- MILL REMOVE FREE OILLS AND NON -PERMANENT � z - ------: cD -- --- o•�• 'o �a---- ;- ------ ------------------ -------- -.------- ----------------- --- --0� Ocs� ---- �<= z - -- -- --� - - -- ; „ ----- Q --- -_ °�-' z ' > ----- Lno. a�' 6 -- ----' > -- MECHANICALLY EMULSIFIED OILS (OIL GLOBULES DOWN TO 20 MICRON SIZE) ! --- - -�. � - - �- �; > - -- - - - _z�. � ' �--�----- `� ` ---------';------------------ I -------- -------- I -------- -------- ----- a� �, --- ? --•' ---- z -- r- - - - �- ��2 - - a nI ------ J60 - a I� > �f Z ,,I- 35 ! FROM THE WASTE STREAM. HOUSING SHALL BE CONSTRUCTED OF PRECAST SH' I1TH FINISHED; GRADE COMPLEI E ;CONCRETE �IVI:TH' REMOVABLE TOP, FLU ICI r I J p ' � , N''r'' !O -zz - ,, - , u - i ;-; Z . j I i I co' ;�:: _ I> m m x ----tr1=-_-o-- = - - - ----_ ,, -- _ --cs� -- -- -- 1fi/bTH ACCESS IVIAN�IVAYS. STRUCTURE INTERIOR SHALL CONSIST 0'F 4 INLET; --- -------- > Z -- _----- Z � ----- ------------ - - t i --------- IZQ_Z I -------- _ _ ------- --------- i -------- -------- -------_ ------- _ ---- -- - I ° _ --- _ _ p -- ---- -- -------- - - - - -_ _ -------- ----�, 2� Z - - _--�:-� 00 ----� ZZ =_ . Z --- ---- __ ,, AND 4 OUTLET PIPE STUBBED OU'T �NLTH LINk<SEAL. 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DESIGNED BY: PROJECT: AVEMORE APAWMENITS REVISION NUMBER: ! . TJw . 1. i ENGiNEERs AVEMO" . . 4-- � � I SURVENORS ' DRAWN BY: ALBEMARLE COUNTY., V IRGINIA DRAWING NUMBER. PLANNERS GAS REVIEWED BY: -WAIII, .4 TLE: . DRAIN FROFILES A33n C-�,CN v , I ' , M TJW S STORM _P ;,_JCLkT, 147 NU L MOE ROAD WWA NUiVBER: FILE NAME: DISCIPLINE: SCALE-: TE: SHEET NUMBER: - LYNCHBURG, VIRG,INIA 24502 PHONE. 434.5&2.61-75 /11=50� HORIZ r 29 OF 41 201094.00 FAX: 434.5&2.6b79 1 _A_______ . 1094P4L)GN. 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I ' TJW I ____________ 02114103 I . I I I — ! 2 I REVISED' PLANS PER COUNTY REVIEW COMMENTS. TJW 08129103 3 R ISED PLANS PER COUNTY REVIEW COMMENTS. � T11W 10113103 • 4 i. REVISED PLANS PER COUNTY AND ARB REVIEW COMMENTS. , TJW ; lI/0T/0-3 I ! I I I I . I ; I I. NO. I -REVISION BY DATE NO. ' REVISION ' BY DATE :k )' DESIGNED BY: TJk �y ]ENGINEERS DRAWN BY: z SU` VEYO T J. #�4? GAS RS No.31204 ��`����. REVIEWED BY: �� C7_3 .. I Az� S x-,p CUL A- . E .,!) 14'M,11 , RIDGEROAD WWA NUMBER: - LYNCHBURG, VfRGINIA 2450,2 20/094.00 L �' PHONE. 434,532.6175 . 1-1 PROJECT: AVEMORE APAWMENTS TITLE: . STORY Y DRAIN PROFILES FILE NAME: DISCIPLINE: SCALE' DATE: I =50" HORIZ 1094P5.DGN CIVIL P=I0- VERT 12109102 REVISION NUMBER: 4 DRA�1/NG �IUIUIBER: P,m 5_ SHEET NUMBER: 30 OF 4/ � . � . q . . I . . i . . I - I - . - I � - - . . - � - - , , � �_ __ - - - - - - - - - - - - - , - 4 -*i-+ ' - - - - '� _`�O` I . - -4 : : . -_ . . . -I-- I I I - " . � D-1 - - - - - I f I I - - - - - - - - - . 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I _________ � � 1 c\1 I _+_ - - - _* N CD > - �qj - 1- I . _j�6 - - - - ! I - --t-_ I , , 0') - _Y66--p- > - (D ; 007 - - - - --fr- ! i I __Y65_ I I ______-_ � I c\1 _+___� f I ?z- 0 - - - �V_ I 0 I + i . � �i�__. I . I I I;- I ��; + : z + I R - Z , , . 4.1 I 2 I I I . . I I . ! J60 - 0 I . ! 0 - I— I I � - I I � . J69 J60 1 I 0. - 0 . - ,�- Ql� - . - I -I- - �t . . � . . 11 . I I - __ � ___ __ 1 -I . I-. � &00 � I . POO I 01w - . � 34I00 — -POO ____ I + . . I ow . . Aw . I .. . L7000 . . 01�78 . ____________._1_1____ . I �______ i I REVISED FLANS PER COUNTY REVIEW COMMENTS. . ! ' I , i -M : � --- - 1 02114103 — . . 7 . I i i , I . ; . - . ! . i - 2 . �REVISED, PLANS. PER COUNTY REVIEW COMMENT'S. . I I TJW . . 1 08129103 I . . I . i I i I I . __ . : . I ! - 3 I . : I REVISED: PLANS PER COUNTY REVIEW COMMENTS. - I 1 TJW 1 I 7 . 1 . 10113103 I I . I 1 1 � ; i � : 1 I I ; - 4 ! I � . i REVISED PLANS PER COUNTY AND+ ARB REVIEW COMMENTS. i . I - 1 TjW ; . I 1 ///07/03 . J I . � - . I � ; : i i � i - i I I � i I . . . : I . . . I � I I ! . i . i I I i i i : . : i - __ I I : ! i , : I t I m - . I - . I I I I . ; i I i i ! - � I I � : p � . . I i i � t : . % I I . I U I ; ; I 1, : . I - - ,, No. I' I t, - __________________ ------------ ____ REVISION � I t I I BY -.--. : I DATE - I NO.= ---.-- REVISION � ! i Ir By � i [ _�A771E � v No. 1204 " '4"', //7�/I'z I � I I , N A SSA , S, ( )l C - MTE S IV MLL MME ROAD ILYNCHBURG, VIRGINIA 24502 RHONE:: 434.592.61,75. DESIGPIED BY: PROJECT: AVEMORE APARTME NTS Tjw AVEMORE DRAWN BY: ALBEMARLE COU ffY, VIRGD41A GAS TITLE: . . REVIEWED BY: STORM DRAIN PROFILES TM __ - WWA NUil,fBER: LE i,,'/AjV/c-: DISCIPLINE.- SCALE: DATIF7. I"=50" HORIZ 201094.00 r 1094P6,DGN CIVIL 1`40'VERT 12109102 . O . . 4-- DRAWING NUMBER: I . r3m -1 I SHEET NU,111BER: 1 31 OF 41 LJ z -i Y_ ry I Y_ z :D A, STORM, STRUCTURE SCHEDULE STRU,CTo DESC STRUl,:CT TYPE THROAT LENGTH. TOP ELEV. INV. OUT STRUCT. HE f GHT 2-1 D1-1 426.17 423.17 3.00! 2-2 MHi i 1i 20 4 3-, 422.38 8�.82 2-3 DI:-3R 1 431i.21 421.96 9.25. 3-4' DI'-3B 434.47 420.10 114 -.37 316 DI-1 434.00; 427_18, 6.8,2 3-5 MH 43340 418.40, 15-.00 3-6 DI:-3B 6 427.97 415.47 12. 5 0 3-14 4-23, 90 420::90: 3:.00 3-15 DF3B 4-24.62 418.88 5_74 3-22 Dt-1 I 424.60 421.60 3-.00: 3-23 MR i424.29 420.291 4.00 37 MH 424.60 414.51 10.091 2-20 Di 1' 448�.-00: 411.65 6.35 6-1.6 Dt-3B 617 41-16.56 408.65 7.91 6-8 MH 41.4.98 408.30 6.68 j 5-17 DI-3B. 61: 404�40 399-90 4.50 5-18. Dl,-38 W 404.96 398.63 6.33 5-19, DI3B 61 406.40 396.73 9�.67 i 6-9. DI-38 101i 409.40 7431-91 43t9l; 395.68 424,41; 13.45 7.50 3-30: DI;-3R I 6- 3-310 MIJ. _7 424.35 416.85. 7.507 3-37 DF3B 419,.4-4 411.44 8.00 332 DF313 61 417.21' 4 10. 5.7 6.64 6-36 Dl;-3B: 10' 415.24 410.24 6-33 DI':-3B: 12' 407.1.0 396.69; 10.41 6-211 DI-3B 61 40 1.98 395.28 6,70: 6-22 MH i 403.53 3.94.78 8.75 6-10: MR 403_92 393,90 10.0-2 5-90 MH 406.10 392.62 13.48 5-911 MR 404.23 389-76 14. 4 5-92 MH: DF1' 404.49 417.-50 389-21. 414.30,3.20 15.28 2-39, 2-40: D[-1; 417.75 41;3_55 4,20 2-41 DI_3B 61 418.46. 412,73 5:J3 2-47 DI':-3B 6' 413.21 408.21' 5.00: 5-48 DI':-3B 414,31 407J2 i 7.19 542 MI-f 41.4.90 406.60 8,30 5-43 Dl:-3B 61 4�G5.60, 396.25 19-.35 2-49 DI-1 4�35.26- 432.26 3.00 1-50: D171. 430.69 427.69 13.00 1-51 DI;-ll 430.00 415.50 15.00 1-67 DI 421.67 41-5.67 (6.00 .1-68- Dl:-3B: 4-21,.,99 414.99 7.00 11-69, DI:-3B i. 1 420!.95 413.78 7.17 1-52 j MH 420.55 41.2.18 6.37 1-53 DI:-3B: 6.1 415.14 406-�79 0.35 1- 71r DI-1 410.40 404.40 6.00 1-54 D11-313 6` 408.35r 40:3.35 5.00: 1-70: DI-1 1 40-3.00 400.001 3.00; li-65. DI.-3B 1 10'. 401.411 396.4-1 5.00 1-66 DI-3B 1 61' 40,11.50 395. 52 5.9,8 11-55 D1-3B 405.31 394.29 11.02 4-56 DI'-3B 40153 39 3 .0-2 8.51. DI-3B. 61 40 T_98 402.9,8 '5.00 1-62 Di:;-3B 408.95 402JOt 6.25 -11-64 Dl::-3Br 1 6, 40-8.65. 40:3Z5 :5.00 6r,3' MH, 405r 201 4011.54 3.66 A,-57 DI313: 81 4 01. 3 7 39-2,48r 8.8.g 4-60 DI313 1 61 398.84 393.77 �5.0.7 458 DI-313 61 399.37 392J4 7.23 5-59; DI-3B 8.' 400-.1*2 390.89 9.23 5-44 MH j 40�.jr .52 390j17 11.41 5-45. MH: 400,.40 3r7 8 .96 21.44 5-46-1 EW-1'.-11 378.50r STORM SEWER S C H E D-U, L E FROM i STRUCT TO STRUICT. LENGTH DIA. TYPE SLOPE FT/FT UPPER INVERT LOVIER INVERT 2-1 2-2 59,.07 15" CL IV 0.010 j 423.17 422.58 2-2 3.2.30- '15": CL I!V 0.0101 422.38 422.06 2-3 3-4 352.03. 1511 C L IV 0.005 421.96 420.20: 3-4 3-5 17.30 15" CL IV 0;005 420.10 420.01 3-16 3-5 78.40: 15"! CL IV 0.01:0 427.18 426.40i 3-5 3-6 56.61 1.5. CL IV 0.050 418.40 415.57 - - 4.112 3 15 0.020 415.47 414.61.3 3-14 3-15 50-.75 15" CL IV 0-010 420.90 420.39! 3-15 3-7 44.03 15" CL IiV 0.010 - 418.88 418-44 3-22 3-23 1 62.42 15"; CL IiV 0.0119 4121.60 420.39 3-23. 3-7 24.81, 1.5 CL IV 0.150 420.29 416.57 3-7 68 186,40 15": 7 CL IN 0,033 414.51: 408.40 2-2-0: 6-13 100-�00: 15"' CL [,IV 0.029 411.65 408.75 6-1.3 66 4-.53 1 9: 15" CL [IV 0.00-5 408.65 408.40 6-8 p .6-9, 51.67 1511 CL IN 0.081. 408.30 404.13 5-17 5-18 11:6.88 15 CL IIV 0.010: 399.90: 39,8.73. 5-18 5-19: 180-.46 15 CL IIV 0.010. 398.63 396.83 5-19, 6_9� 94.52 15" -CL IN 01.0-10 396.73 395.78 6-9 6-10 54.53 18" CL IIV 0.030 395.68 424.41, 394.04 416.95 3-30 3-31 j 117.92 15" CL IiV 0.063 3-31; 3-3.2 1315.43- 15"' CL I;V 0.041 416.85 412.31 3-37 3-32 1 76.96 15" CL IV O�010 4111.44 410.67 3-32 6-33 240.32 '15" CL IiV 0.035 410-.57 - 4-02.06 6-36 6-33 '1 1121.12 11511 C L IV 0.086 410.24 39-9t.811 6-33 6-21: 1 14,1148- 271 CL IV G.0093 396.69- 3.95.38 6_21 6-22 46.73 27" CL IIV. 0. GG85 395.28 394.8-8, 1 6-22 6-101 911.18 27" CL I!V G.0085 3 94.78 394.00 6-10 5-090 118.34 27" CL. IV 01.010 393.90 3a2.72 5-90 5-91 '275.74 27"' CL IV I 0.010. 39:2.62 389..86- 5 - 94 592 44.77 27" CL IV '0.040 389.76 380j.3l 5-9-2 5745 1 205.09 i 63.32 27" 151" 'CL IV CL IiV, 0.040 0.040 389.211 414.30 387.16 413.65 2739 2-40 2-4-0: 2-41, 72.00. 1.5 CL IV 0.010: 443.55 412.83 2-41 5-42 j 9-8.17 115' CL IV G.029 412.73 409,90. 2-47 5-48 i 9,8.48, 1511 CL [V 0.010 408.21 :7 40.22 5-48 5-42 42.24 15"' CL IV 0.0-1.0 407.12 406.70 5-42 5-43. 89,.23 151"; F CL IV 0.066 406.60 400.70 5-43 5-4-4 165.75. 15"' CL IV 0.0,10 396.25 3-9-4.59 2-49t 1-50: 1 179.54 15"T CL [V 0-025 4,33.26 428..79- 1-50: 1-51j. 135.7B 15 CL IV a 0.0-1.0 428.69 427.33 1- 511 1-5.2 CL IV 0.,040; 415.50 412,28� 1-67 1;-68 57.36 15" CL [V G. -10 0 4*15.67 415.09i 1-68 1769, 15,4,; -CL I:V 0.010 414.99 4113.88. 1-69 1-52 23.87 15" C L I,V 0.0 - -10 413. 78 413.54 1-52 1-53 72.31. 15": CL V 0.073 412.18 -406.89: 1-53 74.37 15" CL IV 0.045. 406.79 403.45 1771 1-54 28.40- 15-L" CL IV 0.033 404.40 40-3.45 1-54 155. 84.93 15-vj: C L 11V 0.037 403.35 400.23 11-70: 11-65 48.83 115" CL IV 0.072 400.00 396.51 1-65 1-66 3.3.00, 151 CL IV 0.024 396.41 395.62 1_66 1-5.5 CL IV 0.040 39-5.52 394.39: 1-55 4-56 1i17.00 , 21:11 C L IiV 0.010 39-4.29 3 9,3. 12 4-56 4-57 ?-9.34 211-1 C L [IV 0.010 393,02 392.73, 1-61 1-6-2- 18.46 15" CL IV 0.010 402.98 402.80c 1-62 -j 1 63 10,5.72 15 CL- IV 0.0,10 402.70 401.64 1-64 11-63 11 84.04 15" CL IV 0.010 403.65 402.81 11-63 4-57 94,51 1511; CL I,V 0.053 401.5z] 396.57 4-57 4-581 24,05 24-"C L IjV 0.010 392.48 392.24 4-60 4-58 77.77 15" CL IV 0. 040 393.77 39-2.99- 4-58 5-59 1'29.67 24" CL IV 0.010 392.14 390.84 559 5-44 1 41.11 24" CL IN 0.045 390.801 1 390.27 5-44 545 51.30- 24" -CL IV 0.050 390.17 387.611 5-45t 5-46 45.70 36" CL IV 0.040 .378.96 378.50; I FRli�ISEQI PLANS PER COUNTY REVIEW COMMENTS, TJW 02114103 2 F3 REVISED PLANS PER COUNTY REVIEW, COMMENTS, TJW 08129103 REVISED' PLANS PER COUNTY REVIEW COMMENTS. TJW 10113103 4 REVISED! PLANS PER' COUNTY AND ARB REVIEW COMMENTS. TPN 11107103 _NO. J REVISION BY DATE NO, REVISION BY, DATE SANITARY LATERAL SCHEDULE BUILDING NO. SIZE 1, INVER-ri ELEVATtON ICLEANOIJIT AT BLDG' INVERT ELEVATION. UPPER LATERAL INVERT ELEVATIONJ AT CONNECTION CONNECT TO HORIZONTAL DISTANCE (FT); 417.501 4117.50- 416J7. 3-2 ,9, 264.29 2 6 422.00: 41-6.56 BLDG. ILATERAL 77.65 (FROM S 3 611 430;.50. 429.00 423.85 S-3,14 279,.56 4 4 31. 5 0, 426.53 BLDG-.3 LATERAL 145.43 (FROM S-3,14)- 5 61" 4�28�.50 425-.48 BLDG.. 6 LATERAL 10-11.91 (FROM S-3,15.) 6 6", j 428.00 426.49 4-24.72 S-3,115 236.03 7 407.00 406.20 70A4 (FROM S-1,10)) 8 6 41.0.004 405.82 8. EWER 70.14 421.00 411.25 8."' SEWER 85.74 110. E51" 419.00, 8," SEWER 74.3-9, 11 61 419,50 417.23 &II SEWER TOTAL LENGTH = 85.19 1:2 611, 414.00 8," SEWER' 54.00; 13 41-5. 0'0, 408.50 55-.70 14 6" 415.00 408.50 S - 6,13 63.26 15 611 402..00- 395.915 5 - (3,17 22.00 396.00t 395.43 S-51,111, 76.64 17 6 394.74 394.24 8" SEWER 76.64 18 396.85. 396.,38 S-5,6' 47.16 19! 61 396.78 3042.86 8"SEWER, 65.97 20 401.00 390.10: 22.50 211, 6", 395.'K 395.43 5.2.411, 22 6". 398.00, 394.60- 8" SEWER 2.00 23 400,,50 393.40; 8"' SEWER 2.00: 24 6 E 401� .00 3-92.33 8": SEWER 2.00 CAR RINSE 6 406.00 40:5.50; OIL/'WATER SEP. 7.00: NOTES: -STORM STRUCTURE HEIGHTS ARE GIVEN FROM*OUTLET [INVERT TO. TOP OF STRUCTURE -INCLUDING TOP OF MANHOLE RIM': 4ND: TOP OF CURB. INLET. PIPE LENGTHS ARE MEASURED HORIZONTALLY FROM CENTER OF STORM STRUCTURE TO CENTER OF STRUCTURE. STORM D-2 SHEET REFERENCE C-2 STRUCTURE 3 STRUCTURE NUMBER 3, DESIGNED BY: PROJECT: PARTMENTS REVISION NUMBER, AVEMOIRE A AVEM,01W TJw ENGwEras DRAWN BY. TY 4 SURVEYORS TWF ALBEMARLE COSVIRGYMIA DRAWING NUiWBER: VAfM PLANNEPS TITLE.: Q. 3120 REVIEWED BY: SEWER SCHEDULES z TJW 'E ROAD DISCIPLINE: SCALE. 147 MfLL PJLrKj WWA NUMBER: FILE NAME: DATE: SHEET NUMBER: LYNCHBURG, VfRGINfA 245a2 AL PHONE:: 434.5&2.61;75 20109-11,00 10,94)D7.DGM cIVIL 11)=2(y 12109102 OF 41 FAX: 4341.W.6179, Z/ If 7 103 NEW SIDEWALK a - I -+ CONCRETE STEPS. 35.00 PSI (AIR' PROVIDE HANDRAIL FOR ENTRAINED). STEPS THAT EXCEED 2 6 RISER-. 12" TREAD RISERS. HANDRAIL SLOPE STEPI'/4" BACK S14ALL BE 1711/2" Ntl LL TO FRONT TROWEL SMOOTH. .FINISH' ALUM. PIPE. FINISH RADIUS TYP 6„ 12 TYP !TYP 6" TYP 2 (TYP) FINISH GRADE 8- CHEEK WALL EACH: SIDE 12 ::Zl r Ir 1 TYP Dp CONC. SIDEWALK V 61/ A FINISH! GRADE. 3" FIBER TUBE (REMOVE AFTER CONCRETE'CURES): OR t DRILL AS REQ-'D. SET IN HIGH STRENGTH W, 1; 8 NON -SHRINK GROUT. 112 #4 REBAR a EACH NOSING (2" CLEAR —I I A TYP) 6"X6" 1101/10 WWM` CONT ASPHALT IMP. KEEP 2".CLEAR OF ALL 12" 12 FIBER EDGES EXPANSION JOINT UNDISTURBED OR COMPACTED (ASTM-D-6918) SUBGRADE CONCRETE STEPS WITH HANDRAIL NOT TO. SCALE m BUS SHELTER F � B/US/'L,AZ_ W -Z L -Z �z r(-y c _IoA CG-6R GUTTER NOT TOE SCALE 1.. 'UA -IllllilO B; ---------- ------------- TRAFFIC CIRCLE SIGNAGE-DETAIL NOT TU SCALE. YIELD nA R11-2 36" x 36" X 36" DO NOT _ ENTER R5-11 30 x CORNER STORM INLET DETAIL' NOT TO SCALE p EXTEND CURB THROUGH: ISLAND ----i PAVEMENT - - - —o-- A A/ + A/ CURB CUT DETAIL NOT ITIO, SCALE 11.5" SM-9.5A ASPHALT 5.5" BM-25.0 ASPHAUo T L')u u 3 1, �0 0 n Cc) 0 0050 VD07 21B Y---,\/O- �, n, f, PAVE OVER PRIME AT 0.4 CA/SY PAVE OVER PRIME AT 0.1 GA/SY HEAVY-DUTY PAVEMENT .SECTION DETAIL NOTTO SCALE .-7- 2"' SM-9,.5A ASPHALT 0 8"0 ' VIDOT 2180 PAVE OVER PRIME AT 0.4 GA/SY .LIGHT -DUTY PAVEMEN'T NOT TO: SCALE R6-11 36"' x 12 HEAVY DUTY PAVEMENT SilriALL BE USED : ON ALL AISLES. THE LIG,H;T DUTY SECTIOPNI SHALL BE PLACED ON PARKING SPACES. 1 1 REVISED PLANS PER COUNTY REVIEW COMMENTS. Tjw 02114103 2 REVISED- PLANS PER COUNTY REVIEW COMMENTS. j Tliw 08129103 3 REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 10113103 4 REVISED PLANS PER COUNTY AND, ARB REVIEW CObtUENTS. TJW 11107103 REVISION BY DATE REVISION BY i DATE J. VAM 8' RAISED GRASS MEDIAN EXISTING CG-2 EXISTING ROAD SECTION - EXISTING CG-6 CUT M-21111 11111[MmIlEm m TOOLED GROOVE NOTE: TO: BE BROOM FINISHED AS SHOWN- ABOVE. BASKET WEAVE FINISH DETAIL NOT T01SCALE 4 -0" UINLESS-OTHERWISE NOTED ON PLANS 4 " SLOPE UNLESS OTHERWISE NOTED ON PLANS. 4" 71T 0 4"-VDOT a zo� 05 c 00", " , Wcc � w ""all q��nl NO 21 A ICI I I Tin I EEI I 1=1 I 1= .. 1 -Iff" M=,, L I I F--77lTr— m F =LtF—, I I'' 1-1 1 AGGREGATE COMPACTED SUIBGRADE 11 E= NOTES' . SIDEWALK TO, BE POURED CLASS A3 CONCRETE. DISTANCE BETWEEN, SCORE LINE NOT TO EXCEED 5' LONGITUDINAL DIRECTION. C,TnFWA.1 K — nP'TAII NOT TO: SCALE POINT OF GRADE DESIGN, 11.5" SM-9.5A ASPHALT 4" BM-25-0A ASPHALT 6"*VDO,T NO. 21!B AGGREGATE CG--6 cUT i CG_6 PLAN SLOPE PLAN -SLOPE 141! ` WA /4 = V (TYP 1/4 = 11 ypyp) CONSTRUCT WALL AS REQUIRED ADT 100-0, VP'Di 0,. 5' SEE SEPARATE PLANS FOR Q. 5 WALL CONSTRUCTION. 4/* 2' PLAN WIDTH PLAN WIDTH 4'4.' USE 7' SHOULDER WIDTH IN LOCATIONS W/ GUARDRAIL -FUTURE PRIVATE CONNECTION (TYPICAL) N01T TO, SCALE —CG-2 —1: .5" SM-9:.5A ASPHALT —6" BM-.25-.0 ASP14ALT —T" 211B AGGREGATE —COMPACTED SUBGRADE CG-6 WITH: INTEGRAL SIDEWALK REMOVE cvC EX. C&G. 1/4" 1!' r114" I.' 1/4 1 . ..... Ll r/�r� - ---,Z, 13. 24' 2' 4' 41 1: 2' 12' \—M.ILL 6' FROM EXISTING -0.51 EDGE OF PAVEMENT Z (11.5" AT EDGE WVDOT STtD UD-4O: 0") UNDERDRAIR ROADWAY TYPICAL SECTION ADT = 5770: VP'D: FONTANA DR. WILTON FARM RD® TO AVE ORE ENTRANCE NOT TO SCALE POINT OF GRADE DESIGN 11.5" SM-9-5A ASPHALT 5.5" BM,-25.0-A ASPHALT CG-6 t 5" VDOT NO:. 2113 AGGREGATE PLAN SLOPE PLAN SLOPE BREAKOVER 11/4 1' TYP) 11 T Y P )i PLA 1/4" 1' Uff N: SLOPE --- ADT = 3010 VPD PLAN PLAN WIDTH! 21 PLAN WIDTH PLAN WIDTH, PLAN STALL LENGTH. WIDTH: LIGHT DUTY PAVEMENT AVE ORE DEVELOPMENT ROADWAY (TYPICAL) NOT TO SCALE* DESIGNED BY: PROJECT: AVEMORE APARTAM114TS REVISION NUMBER: F�NwNEE,Rs JJL AVEMOI?-E+ 4- SIJRVEYORS DRAWN BY: ALDEXLULE COU 14TY.,. VIRGYMA DRAWING NUMBER: PLANNERS GAS TITLE: A REVIEWED BY: is, I s-q o c mu, ,- I sS TJW MISCELLANEOUS DETAILS D 147 IdML RIDGE ROAD WWA NUMBER: FILE NAME; DISCIPLINE. SCALE: DATE: SHEET NUMBER.* LYNCIIBURG, MGINIA 24502 PHCINE:� 434.582,6175 2 CIVIL FAX: 434.5a2.6179, 01094.00 1094DI.DGN NTS 12109102 33 OF 41 cA,,-e 12 11 -1 loy - NEW 1 .5" OVERLAY FROM RTE 20- TO; ENTRANCE t X e 00 --' t1 , '\ ' M- i ! 00 Top: of cly R_ k IR FENCE & CATE S MIN 6'FENCE HEIGHT If - MIN 12'GATE W/LOCK All, A j Py CHAIN LINK K ViNYL ENCE COATED. SHALL k� fit Ix/ BE BLAC N/ x &A - POND ACQESS ROAD 6 SHALL BE' WITHIN EASEMENV AS SHOWN ON SUBI)NISION PLAT ----------- 00 (Do !o o♦ V� 00 A F- Li --PERMANE POOL .0 EDIML- Lc) (D I. T_ VS&!,_176.0 A� orol 45 362 A Ji III - );A t, lu BE 4 D-5 Y` 5'SAFET 59 ----------- At ir 4 -------------------- AUGMENTATION WELL NOTES.- --------------- ------------ 11, THE CONTRACYOR SHALL PROVIDE A'VIRGINIA DEPARTMENT OF HEALTH: (VDH) CLASS IV ROT ARY -DRILLED WATER' WELL FOR POND WATER n C - AUGMENTATI.Il THE CONTRACTOR SHALL DRILL WELL, PERFORM 24-HOURPUMP TEST TO; VERIFY WELL YIELD, AND PROVIDE SUBMERSIBLE WELL PUMP,, WELL SCREEN, -SCHEDULE 40! POLYVINYL CHLORIDE DISCHARGE PIPING,FITTINGS, VALVES, AND, APPURTENANCES AS NOTES: REQUIRED: F`Ol� A COMPLETE AND, FULLY OPERABLE WELL SYSTEM. 35.6" 1. ALL RCP SHALL HAVE BELL AND SINGULAR SPIGOT JOINTS. 2. WELL SHALL. BE LOCATED 100` MINIMUM FROM! TOP OF POND EMBANKMENT. 1-k 380 375 370' 365 360 385 WITH * RUBBER GASKETS. AND SHALL EQUAL OR EXCEED! ROUTE DISCVIARGE PIPING. FROM, WELL TO- STORMSEWER MH!,D,-5-45, ASTM, DESIGNATION C-361, AND TERMINATE PIPING AT EL. 3.96-.0. 2. SEE EROSI:ON- AND SEDIMENT CONTROL DRAWING EC-1; FOR 3. WELL AND APPURTENANCES SHALL BE CONSTRUCTED; IN ACCORDANCE •POIND PHASING NOTES. WITH RESPECT TO. THE SEDIMENT WITH ERA Mi'NUAL OF WATER WELL CONSTRUCTION PRACTICES BASIN. (EPA-570/9-75-001) AND THE LATEST EDITION OF VDHI"S PRIVATE WELL 380 REGULATIONS. MINIMUM WELL YIELD- SHALL BE 10 GPM. MINIMUM WELL 3. A GEOTECHNICAL ENGINEER SHALL PERFORM, A SITE CASING DIAMETER SHALL BE 4". INVESTIGATION; LABORATORY TESTING, AND: AN ENGINEERING ANALYSIS AND PRESENT THE FINDINGS, RECOMMENDATIONS 4. PROVIDE ELECTRICAL POWER FOR WELL PUMP WITH A RIGID MAIN AND COMMENTS ON- ITEMS SUCH: AS. FOUNDATION/EMBANKMENT ELECTRICAL PANEL CIRCUIT NEAR THE POND -AT A LOCATION IIATATER[ALS AND PREPARATION; DESI:G-N OF INTERIOR DRAINAGE DETERMINED BY THE OWNER. ELECTRICAL PO-WER AND, CONTROL FEATURES AND. FILTERS; AND GEOTECHNICAL DESIGN OF WIRING, CONDUIT, CIRCUIT BREAKERS, DISCONNECTS, AND OTHER CONDUITS./STRUCTURES. THROUGH THE EMBANKMENT, INCLUDING ELECTRICAL APPURTENANCES REQUIRED, TO CONNECT NEW WELL SEEPAGE AND STABILITY - ANALYSES.. PUMP TO, MAIN. ELECTRICAL PANEL CIRCUIT SHIALL BE SIZED, 375 PRO;VIDED, 41D INSTALLED. BY THE CONTRACTOR PER THE LATEST 4. EMBANKMENT' FILL MATERIAL SHALL BE TAKEN FROM, AN EDITION OF THE NATIONAL ELECTRICAL CODE- POWER AND, CONTROL APPROVED, DESIGNATED. BORROW AREA, IT SHALL BE FREE OF WIRING SHALL BE INSTALLED, IN SEPARATE CONDUITS. THE ROOTS,. STUMPS, WOOD, RUBBISH,, STONES GREATER THAN-, CON -TRACTOR SHALL ALSO PROVIDE 11.5" CONDUIT BURIED A MINIMUM 6.- INCHES., AND FROZEN-' OR OTHER' .OBJECTIONABLE MATERIALS. 18 INCHES BENEATH THE WATER SURFACE ELEVATION TO THE POND FILL MATERIAL FOR THE EMBANKMENT CORE AND THE CUTOFF FROM THE GROUND FAULT INTERRUPTING, CIRCUIT BREAKER (GFCI:) 370 TRENCH; SHALL CONFORM -TO; UNIFIED SOIL CLASSIRCATION; PROTECTED, PANEL TO A POWER FLOATING FOUNTAIN. FLOATING GC, SC, OR CL. CONSIDERATION, MAY BE GIVEN TO THE USE OF FOUNTAIN TO BE SELECTED, BY SEPARATE PLANS. OTHER MATERIALS IN THE EMBANKMENT IF THE DESIGN,' AND. CONSTRIJCTI;OIN� ARE SUPERVISED- BY A GE01TECHNI,CAL ENGINEER. AQUATIC BENCH. LANDSCAPING NOTES: BENCH: ELEV. 374-00 5. A GEOTECHNICAL STUDY OF THE SOILS T01 BE USED THE A MINIMUM OF FIVE (5) DIFFERENT PLANT SPECIES SHIALL BE PLAN-TED EMBANKMENT MUST BE COMPLETED BEFORE CONSTRUCTION WITHIN THE AQUATIC BENCH AREA. ALLOWABLE PLANT SPECIES - OF THE. EMBANKMENT BEGINS. INCLUDE PICKEREL WEED, ARROW -HEAD, BUTTON' BUSH, BLUE FLAG 365IRIS, YELLOW FLAG IRIS, WILD RICE,. ARROW ARUM, COMMON 3 SQWIARE, / ,i% 6. A GEOTECHNICAL INSPECTOR MUST BE PRESENT TO. MONITOR SOFTSTEM BULRUSH, LIZARDS. TAIL, 3WEET FLAG, AND WOOL GRASS. x THE CONSTRUCTION OF THE EMBANKMENT AND TEST CONTACT OWNER PRIOR TO PLANTING FOR SPECIES APPROVAL. COMPACTION-. SAFETY BENCH, LANDSCAPING NOTES* BENCH ELEV. 375.00: 4- 7- THE EMBANKMENT MUST BE CONSTRUCTED, IN A MANNER TO A MINIMUM OF THREE (3)- DIFFERENT PLANT SPECIES SHALL BE PLANTED MEET ALL THE REQUIREMENTS AND: SPECIFICATIONS OF MINIMUM WITHIN THE SAFETY BENCH. AT ELEV. 376.00;. ALLOWABLE PLANT SPECIES VFIrvIV IN1AzrUKvyA tm vA4A7rmLN U) �UNUAMU'Wvvu-VIBERNU SILKY DOGOO. D. RMINVBOTTOM WIDTH' REO MAX 1:1 SIDESLOPES HANDBOOK. DOGWOOD, AND BAY BERRY. � 'TO- BE PROVIDED : ALONG THE V 8. ALL RIPRAP SHALL BE PLACED ON' VDOT STANDARDw WOVEN' 11. PLANTS SHALL BE SPACED, 18"' ON CENTER, WITH A MINIMUM. TOTAL -EMBANKMENT. V, CENTERLINE OF FILL GEOTEXTILE FABRIC. VEGETATIVE GRGWTH* SHALL NOT BE OF 2,170 PLANTS REQUIRED TO COVER EACH BENCH AREA. co a_ 0. PERMITTED, THROUGH: FABRIC. 00. 2. RECONFIRM ELEVATIONS OF THE AQUATIC BENCH, ONE WEEK BEFORE 1Z IF THIS. DRAWING IS A REDUCT[ON PLANTING TO ENSURE PROPER ELEVATION. THE AQUATIC BENCH SHOULD- x uj: GRAPHIC SCALE MUST BE USED; BE BETWEEN 0" AND 1.0'BELOW THE NORMAL WATER SURFACE ELEVATION'. ry n 01 VERT: 4` 0 41: 3. PLANT ALL AQUATIC PLANTS, BETWEEN APRIL I AND JUNE 15. .z ui AN OF TOPSOIL IN q- 4, PRIOR TO, PLANTING, RE -SPREAD: BETWEEN; 3 D 6 o 020:' THE AREAS TO, BE PLANTED. IF INSU�FFICIENIT TOPSOIL EXISTS, PROVIDE + 0 + ol:� +:0 H:ORIZ:- 20"i WETLAND MULCH, SUCH THAT THE COMBINED, DEPTH, OF TOPSOIL AND : 00. MULCH EQUALS 3" TO 611. 93.5- LF 30" RCP (CLASS. IV)- a, 1.63/ RCP SHALL EQUAL OR EXCEED, ASTMI C-361. -E SANKVEW17- T- PRECAST 1100-YR WSE=382.52 EL=384�.52 7 5" ANTI; -VORTEX DEVICE 48" RCP' RISER CREST EL=3811.00 PLACE GRAD D FILTER' \_10-YR WSE=380.41 DIAPHRAGM DOWNSTREAM' OF 48 D IA PRECASTRISER CUTOFF TRENCH AT M:IDPO[b' 2-YR WSE=377.83 OF PIPE SEG l DEWATERING DEVICE STEEL PLATE W/1211 DIA ORIFICE 15"' DIA FLEXIBLE TUBING ORIFICE_INV-EL=--3-7� 0 V-OUTLET PROTECTION 3"IMIN.. PERMANENT PODL WSE=374.00 VDO�I;CLASS I;RIPRAP CREST 171! D11A ORIFICE La.=20-", W1=7 5", W2=15...5,` 25 THICK EM 6NKMENT DEBRIS CORE --_,� HOOD VDOT STI) \' EW-1 TMEDIMENBASIN 1BO =TE T. EL370.0B 0 30" RCN EXISTING GR DE C DNC. R-ADLE STORMWATER RETENTION POND BOTTOM EL=362.00 GRAVEL \_C1OFF PVC PERT. DRAIN TRENCH -.4" PIPE 3 0, DAY IGHIT MIN 4" DEPTH: t i REVISED: PLANS PER COUNTY REVIEW COMMENTS. TJW 02114103 2 REVISED PLANS PER COUNTY REVIEW, COiVYENTS.. TJW 08129103 3 j REVISED PLANS PER COUNTY REVIEW COUMENTS. Tjw 4 1, REVISED PLANS PER COUNTY AND: Al REVill COMMENTS. TJW 11107103 NO. REVISION BY DATE NO. REVISION By DATE AL DESIGNED BY: PROJECT: AVFMORE AP"ME N11TS REVISION NUMBER. JjL F_XGwfxRs AVEMOIZE DRAWN BY: 1AR-LE COU. N-,Y,, VIRGMIA 4 SURVEYORS TWP ALBEA TDRAWill NUMBER: u WAR PLANNERS TITLE. TJW RETENTION POND PLAN AND EMBANKMENT DE 2' No. rA -1 REVIEWED BY: D Ellis 63 A')SOCI TE"Z15 TAIL IL 147 MILL RIDGE ROAI) [�l _1E LYNCHBURG, VfROINIA 24502 WWA NUMBER. FILE ill DISCIPLINE: SCAL DATE: T NUN43ER: -NAL PRONE. 434.5a2.6175 20109�4.00 1094Dl C-1111L. /it = PO/ 'J� FAX: 4,341.5&2 6179, 12109102 nF 41 a, 19 1 41 ate 8 2.5 At p 18.5 11 V- I 11p 06012" EW Iv, PROVIDE MIN 3'. OF I. ..... .. CONCRETE 7.5" mpa NOTES-, SUBGRADE (1) CONCRETE SHALL' BE 4000 PSI. (2) IF THE PIPE IS LAD IN A EXCAVATED TRENCH, THEN THE SIDE WALLS MAY CONFORM TO THE TRENCH SHAPE. DETAIL CONCRETE CRADLE . ..... ... 14ie MIN TRENCH EXCAVATION LIMITS FOR CONCRETE CRADLE 2 F C� W.U%.F W1111'W � .' SECTION - SAND FILTER UTS MIN MIN - VDOT No. 10 2 11.51 MIN rA --A NON -WOVEN 0 GEOTEXTILE !ilo MoVDOT No. 57 _ FA13RIC a 0, 4" PVC PERFORATED COMPACTED Oo PIPE TO DAYLIGHT SUBGRADE V, C )0- (TYPtCAL OF 2) SEC_T_I_0N- GRAVEL DRAIN NTS }� DETAIL E FILTE D I HRAAG M NOTES: r 1. GRADED FILTER DIAPHRAGM DESIGN SHALL BE VERIFIED, BY A. QUALIFIED GEOT.ECHNICAL ENGINEER PRIOR Tq; CONSTRUCTION. 2. DURING CONSTRUCTION, GRADED FILTER DIAPHRAGM INSTALLATION SHALL BE INSPECTED; BY A QUALIFIED. GEOTECHNICAL ENGINEER. PIPE OUTLET CONDITIONS I v__ 15.5' .DE OUTLET TO WELL FINED CHANNEL 20, VDOT CLASS I RIPRAP 0 2.5' SECTION A -A KEY HN V-9"; RECOMMENDED FOR ENTIRE PERIMETER FILTER CLOTH Source: Va. DS'VC Plate 3.18-1 90" (TYP). f A A 1V F-7 Af DEBRIS HOOD, PRECAST ANTI. -VORTEX DEVICE VDOT D11-7 RISER---/ FRAME & GRATE TOP VIEW CAST IN TOP SLAB: SEE TEMPORARY SEDIMENT BASIN RISER DETAIL PRECAST FOR MODIFICATIONS DURING ANTI' - VORTEX CONSTRUCTION. DEVICE RISER CREST EL=381.00: PRECAST RISER m F_ C /_SL J!Tll-VORTEX :-'V I C E SEGMENT I FLAT, TOP I 1i FT. 6 "' x 18" x 4 CMP HALF SECTION GALV.PLATE DEBRIS HOOD (4 AT EACH (OPEN BOTTOM, JOINT BOLTED, WATER TIGHT CLOSED TOP) t 1 14" TO RISER), CON CONNECTION " T 16 D [A ORIFICE INV=375.00 PRECAST RISER 3011 SEGMENT EL=367.00 J L. INV=367.80, FILL BASE SECTION Q WITH CONCRETE TO; U PRECAST MATCH PIPE CULVERT \\ I -VERT. IN\\�' \���\\�;\\\\\BASE EXTENDED SECTION, COMPACTED 12" VDOT No. 57 SUBGRADE SECTION A -A NOTES* ELEVATION B-B 1. PRECAST ANTFVORTEX DEVICE SHALL BE BY HANSON PIPE PRODUCTS, INC. OR APPROVED EQUIVALENT. 2. ALL JOINTS. BETWEEN PRECAST RISER SEGMENTS SHALL BE MADE WATERTIGHT WITH. BUTYL RUBBER 0-RING CASKETS. 3. RCPPIPE CULVERT SHALL H:AVE BELL AND SINGULAR SPIGOT JOINTS WITH, RUBBER GAsKETS. AND SHALL EQUAL OR EXCEED ASTM' C-361, 4. DEBRIS HOOD: AND CONNECTORS SHALL BE COMPOSED OF NONCORROSIVE MATERIALS. ALL CONNECTIONS SHALL BE WATERTIGHT. DETAIL. OF PRECAST ICIRCULAR RISER. ANC TRASH RACK NTS I I REVISED PLANS PER COUNTY REVIEW COMMENTS. TJIN 02114103 2. REVISED PLANS PER COUNTY REVIEW COMMEAVFS. I JW 08129103 3 REVISED PLANS PER COUNTY REVIEW COMMENTS. j TJW 10113103 4 REVISED PLANS PER COUNTY AND ARB REVIEW COMMENTS. TJW 11107103 NO. REVISION BY DATE NO. REVISION BY DATE /1W. ?3204 Ac SEE EMERGENCY SPILLWAY EXff CHANNEL SECTION 3.6k DETAIL THIS SHEET 20- MI LEVEL SECTION U0 VDOT CLASS It RIPRAP WOVEN GEOTEXTILE FABRIC PROFILE 6.0 20.0' 6.0' CLASS 11 RIPRAP TOP- OF EMBANKMENT -2.0'MIN n EL - 384.00 n C I 3.6'MIN 0 blo- EMERGENCY SPILL MAY 3 3 CREST EL 382.00 /�\\\\ \ \ 0 \`, / U0 v\_ (joc �V ° \iL KEY IN FILTER l /�\\�ir / \vr/� � �� R 0 FABRIC 6" TO 9` N/ NATIVE SOIL WOVEN GEOTEXTILE FABRIC DO NOT PLACE SECTION RIPRAP ON FILL MATERIAL. DETAIL RIPRAP EMERGENCY SPILLWAY NTS SPILLWAY CREST SEDIMENT FOREBAY RETENTION POND EL=377.0 0 2 CREST ELz=3.77.0 PERM. POOL WSE=375-.0\ �\\, 1 KEY IN FILTER FABRIC 6" TO 9" (TYPICAL) VDOT CLASS IIRIPRAP 2.5" THICK EL=36-2.0: WOVEN GEOTEXTILE FABRIC PROFILE BOTTOM EL-372.0 TOP OF EMBANKMENT 2 EL=379�.0: 21 1 SEDIMENT FOREBAY KEY IN FILTER Z, CREST EL=377.0 FABRIC 6" TO 9'" VDOTI CLASS IRIPRAP 20:' WOVEN BOTTOM, 2.5' T H I-C K GEOTEXTILE FABRIC SECTION DETAIL SEDIMENT FOREBAY STABILIZED OVERFLOW ITS DESIGNED BY: PROJECT: 40RE -N REVISION NUMBER: AVFA APARTME TS Emmims JAL AVEM01W DRAWN BY. ALBLUMf ARLE COUN TY, VIRGI NNIA 4 SUM-YORS Twp TITTE-T.7- DRAWING NUMBER: PLANNERS TJW E 3 REVIEWED BY: RETENTION POND D TAILS OC S SS . LA TE 147 MIL, L MDGE ROAD WWA NUMBER.- FILE NAME:DISCIPLINE: SCALE: DATE. SHEET NUMBER: LYNCEBMG, VfRGINIA Z45002 MOM:: 434.58Z6175 201094.00 1094D3BGN CIVIL GRAPHIC 12109102 55 OF 41 FAX: 434.5&6M, - � " I,. 11) -- ", .- - I . - ". __,.�, _i-)-1 -- . . � .,. " _.___1___._-.___--_ir- I I I I I I - / I I I t : , I / I / / I . A. / ! - - i i I " _. �.. � �;_,_� , , , / , , � - .- _ .- �,-r X. I ____1 _�_ I I - - 11 / I / I I / . .1 11 1. . -_ .:) - \ _. , ` I , __,,_%_-__/1 1 _,;4_____x�r7, 1 .,d::� - , I .. _.... , --- .....- I—— 1.1-1 . . .... I. _.... ._ _______�, , / � I , / I 11 / . / / / / j ; / / � , � / "'. � 'I, k / / i 1, " / I .il ; - '- `ic . �,f� � , - (-,-f -- I ,� � 11. I - _._ .., - - -_ _ - ,, I. / / / / // I / / I ! I? I I I I /I I , f I * I I I � "', -- - " I �,._�_- .'�., --- � - .- - I " / I I , � ,, , GENERAL EROSION, ANO SEDIMENT. CONTROL NOTES I / , cl� , . %. " .1 j -fis �� - - , .. _...'�- I . ..... __�, I I 1_ - - . ' ., PROVfD�,VDO`T / I / I I It' / -� I I �,' � ,i " I "hil I 11 / I . .(, I _ - __ ., - I / ,` / I ! I /I // I ''-; ,!i,' ;, I : , , 1:���.771_ . , I . '. . � " 11. - I .. ..... . �. ___,_, - I ___�,� - - - -_ - - - , / I ,�,-1 I I / I , / .. I ; It i I - 11 I I ,_ �, " -'� __-�,%- - ,�-,.__,..,.__._::; _,,,4-��'.,...' % _. " .- // " - 2 0 N 1'. 1 ,' / / , I l, , . / I _� I . . _ - - , - . I - N - - I 1. I " / 1,, / / I � " S/TD �C 4F 1, I I / ; X�1-�-] I I I " I lV/ I j 7 t'',-,!; -'el';, r! I - I . I I - , . 11 I' I, . / le I/ - " . _.: . - `77 � ., .- _� I ' , i _� , I I I I :,;� �'�11�_,__ w . - � , -1 , . t " � " " - , 11 I ES-1 UNLESS OTHERWISE INDICATED. ALL VEGETATIVE AND STRUCTURAL , el � j I I, . - r 2 - --. ,_ , __ - ,_,��?� - 4,�--:7� 1. . 1, I , . , " '.1 / , I. ' ` '* ' / I / i ,, It / 1 I' i I EROSION I I., . I .; " 11 " � 1, _1-v - - '-F " . _ I __ _. - ... " 1, .. -1 I " - . -_ . / / / / I I I I I 1 _r I i �.. I r . -V ( I / - 1 I I I ,,, � �� -��" - _. I / . '. / - � -Fk-- I -r- I , / , . I '� .1� I � __. _1�fl . . . I - / __ - - --I-..;:- - __�_ 1`_� � t I Il - I , , � - AND SMMENT CONTROL PRACTICES WILL BE CONSTRUCTED I 'y' / , I . ) I , / i` I / / / , 1� 1-1 _.. , ,___'. I ,.�:" , .� �� � 'CLtARIR'G__ -AND-' GRADI�g A 80 - - -- - ... - - I-, " I' / / , SID� SLOPtS,` ,/ / o / SIC I I i I ; I 11 I I " I . , . I I i__ / / / I ., , I, '. ., / - I / , 11 � _ ._ _-L.- �_ I LIMIT5',CF ., I - - - .1 .1 '.1 I, A . I /' '. / , /I 1, / i, " . AND MAfNTAINED ACCORDINJG TO MMMUMI STANDARDS AND , / Ji J` _._ - _____ I . .1 - - I - - --,L;_.;7_.;11_.-;_ i / ",-�, I 1 1 ,- I I ip'l '/j. I ;J " " I -, % , I i , ,� ..;;��_ , , - _ . .1 11� , . i * . I I , t / ..-. .--- , , __ - .- - . , ,�__ . �'. I I - - 1� ., 11 I -1: .1. - - I ,` � �, , � I I I I I / "�,.i�i_.�, I : / , '' . , I , I . ..! ,[)I -_ - � _-- . 1 ... .W,--- . / / REGULATIONS 4VAC50-30 EROSION AND SEDIMENT ; . /I..., /. k - -- �, - - -('- NOTE�---, ' 7. ,' ,' -I'.,,-', 11.1 \ , .., I I .1 - ___ji�r�� , / / / i / )v /I/ '1 .,!! "I 1, , 1. I . "_. �, - - _;,i 1_ - _ �. __ - � - . , .- - - - - - ., __ �_ 1 i`4 / - fENT CONTROL 1-1 Y/ - _. tf I'll , - .;- / __ - _ .11�� , . .� . ,� , 23.8 AC, ' I / _j .;;r - ;=_.;��.:_ I I I I I i 1 i I 'VIRGINIA ERGSI .,��,c I �. ,. TOTAL AR�A �� , SPECIFICATIONS OF THE " -ON AND SEDIh - - ., . - - I ------- ------/ . I , -, . - - I .1 .. , . � sw - 7 I- 11-1 'VI - , I / I I / ./ JF / ; __..7,1�t I - I I i,� i I ;, ! I , __ ,7= INF - - 4 7 ---,, I . ----t.'-. , , -1 'i; , Si - - -E E -ANDr-MIARKED - , � - " i; �__.,��.�,, I j � " I � I . --- .e-.;;r- '1! ,I,- 1 j 1 i HANEISCOW" AND VIRGINA , , , - __ __ ' CLEAR IN0,11 IMLTFi - - IE!��91URV 11 _ . , . I -F-F-R- L , �'._ "'j, / j; I J , " f ill .11 , C, - - , ,� I BUF i NE _ -- _y I I 1 . I / / - ,_ _ -_ .- -, - _., A L-L.- I " , I luOISTURBED , 1. - �. '40 /p ;.��� . uuz> L - 1-1 -_ H: ::��:::�-�__--:� ,=- ____/ // I I 11 !,- I : ''..3 / ! 0 CONTROL REGULATIONS. .. I �f , - � � �L � 1� , I I I C -_ - -, . __� , I ,!,� I i I . / - tA �,. � - - - , ". ., I 1. - n____ - I - -.---.--- -'-I----__- - - - - - - - , -.---- - - , . -- __o�, '-- " �� �_ I- I . � ---7—-,--1,,\"`�_\- .. " t I I-W::� . . � ",I , . .1 , - . 'v"- :� - - -.,, --ACC I � SCH-.- _., � - - -, , .;;-__z-__�-__- _____ � , " ) A I " , . 4 . - DA _W;,� SECTION 3.38 -OF -THE- VE ' - - — _Z� _11______ ________.�:_. Wo , __:�:_ . / I _1/ I - _�,,, i i TT ES-2 THE PLAN APPROVIUG AUTHORITY MUST BE UOMFIED ONE WEEK ,.' / ,;,!,� - "' WITH WHrr,& _R18'SGR--,-AV0_RkAGE -SAFETY FENCE IN- -- - � - � I � - - .--.Zr--- A_� - - - , �. /___11 / / , - - 7� .Q , /, �_- . ----/- " _/ . ,."`�, \ \ .\ " ,�, I _� I . - �:4_ - -4, - - ., I PRNIZ TO THE PRECONSTRUCTION CONFERENCE. ONE WEEK PRIOR TO -I,- ; /-. " Aj , I , \ , - \'C 11�-__._ _W -,-,.-- ". - � _;�,d��_ - . - - I " _1 __ __7.___ - 7:7 , �1� .1 ::::I -,:f7�:� -7/-- .., �� , ,� I t THE COMMENCEMENT OF LAND DISTURBING AGMVITY. AND ONE WEEK t / , , � -li- I— . . _. I 1, _.:��], _.: __-__:zL 1 -,,.*7,,-- " --- i_.. "\ N '' ___-I ' 1 1 -_ . -_ 11.7 / I / / I. 1\1 I , I" , ___ _. --- __ ___' _-�-, ,----,, - ���-�, �, " .- . __ - - F,,f--'--- - � 11 , �- / - I , q --- __ \ �:. � -� - z / / 'I / , I/I fl"I it ! 1 14 1 / 1 � Z_ ---:.\ , _��__ -�-_ - - - - - I I- It ; I PRIOR TO THE FINAL INSPECMM . / \ .. .,. I - ,____ _:_ __R ,/,/, �,____ I , - . -.-..- _� W.qO9s-.,�L1rAr_ " _- -__�. _-z ---.---,-.- '. __� �7K-CL - , / - __. , - _ .,.__.#� 7 -- - /, 1-7.1 ::_T_�_ " / " , , r� 1 , �. - .;�-_ - ,,----- 11 ----��____'_'� -_ - =7:_=;�7 - / / / /� i, �'-,Z,�___ __ 7_ - - � - ___ __ -:f--- .,. , Ns / I I, --6:f F�10 !aTB C-, - - L . ; / I I -,!/-, 11L 1. � I: I .___.___." -,,�.j . / / � - I .1 - -.1 ----�—_..______-,� --�Ju, -- __ - - ---7- --____. - ___�=�__�_ --:-----__f___.___-:_____- --,e . .. __ _=�_=� __�,Z-�__ ��:�.��. -.� _. -- ,,, ,,,, x/ I i " . *___1 i / - -, p \ _ ---- fl- ___�� __ " - ,z -_ - -_�,�--7-9! _.P_RGEE-EQRE-&-u�.rFL I / -// I,- , ,'L _/ / I / , " / / , I . I /' .. I , -11 . " \ ,\ ,\, / I Ntw,�. . �_ --<j�__ - � I i I 11 - '4i .::�� " A, ., I \ . --- _�_ --,-. _ - I __ , �� ... _ 4 i 1/ ES-3 - ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED / h, -.-- _ 11 PRIOR TO OR AS THE FIRST STEP IN CLEARING. ' I '. I % .__----4_ . __ I I - . - 1��J7 .-- \ -, ___ - '. �, : - ,- - , _J___ - I I) I' - jj--� - i i ; . ____� - .;" - -Z - �_ --- = .0V----__, -_ / ; ,z, / I/ - - - __ --.--. ___ � --� - _. , , � - " 1�:f- . � / I / I � . I /l, I ill i �i, A �N . - -------..-- - , , - � - �_ ---..-.. ... -------. - - _� ,I I / _ ',` / I / / " - . I i I i . I _-, I - ,.--- . _�� _� _� __ 1. - -___ __ _=:;�oe_:�_ - / - I / / I,,(.ji i , I , � , \ 1 _,L7__�=__� - � �.___ -_ -4 / t" I � �7 , -_ . -_ / I , ES A COPY OF THE APPROVEV EROSION AND SEDIMENT CONTROL PLAN � \ - �S, I.. . :�, ,-----.---- / / ALL TIMES. 11 \ \ . - --,-- .___z�.:,--__ _. -_ - -- .. ---------..----. __ _____ � " -,,- ","/ I I 4 / I / /) 11 1, I j i SHALL BE MANTAINED ON THE SITE AT I , ) -�. �—`:77- � ----___�:-� - - / _(�)/ I/ / / / (�) / / / I ) it I 1 1 , � , -1 — -, -�7-�__ _____________________.. __ I , / it / ,1 * ----.-- � � ES-5 PRIOR TO COMMENCIUG LAND DISTURBING ACTIVRIES IN AREAS'OTHER - _____-_____._ .___..;;�- - __-__��- _:--;�-- -- .- �- --- --- �� -_ _.�_ . , " I 11 to � I i �,, I , \ \ - - _ee__________:_ :�..:, .,_ :� , ;��__. .1 -Z$ - -__-__�:7---:Z , / / I / .1 , / , . , - ___ , , , _- - .- / k 11 / I , a .1 , , " I I I , i I I \ - 1. � . _ - - ----- _�� --:7 - , __� , __� � --- , / t,/ r , / /// bj� - .AM.. I . ___ - - _�_ �=. - Im- TIHM INDCATED ON THESE PLANS (INCLUONG, BUT NOT LUTED TO, OFF- � _ � __ ��_�___:� j:::::::L __ -,-,---,:-,-��---------.--:,,-.---��, --7:: '" � __ ----.---- ___.._'-,z:----'1-zz- ..-_--_-_--------------------- (:/ � / I I/ .1. j ' I/ I , , X! . \ , - _� !__� ----------_-:= - t 1. ____.__._____._=�_.:=.- -_ i / / . .�t I I I ; I I I ,; -_ - --_zzz-__ ----:__- " ,,, .1 - . I __ - -...-- __ _____ __ --- - - ___:�! __L -__ - - � �, - I- " M. f, .` I - I / I . z I" �-, - \ . \ \ . - � -;: - -- __ - - ��_ .- �___,: - ---��1,sr)________.. __ / . __ . ,� . ' � " � , /. " ��----7�____ - __ -"------- -.-.-- � ------- - - . - - - , I , - I - " " ' I I I I I I I , \ --I---- L�___ - ,___��t_.___ - - I , � ,�_ ---- -::: --.---. - , 11 n , / , zi I / '�tAit ' - iIV / I . - / ( / I I I i t�A'it � ! i! !, 'I . SITE BORROW OR WASTE AREAS). THE CONTRACTOR SHALL SUBMIT A .. - - - - . . '.. - -,-,-,:: __ -_ - z " . \ / ,/ IOT ._�� � , _�_- ---;�- - ___z___:_____._____� I 1� "I- �___ :::=-_�� .- .. - I 1, . - " � - .- ____LRNA E FHIVATE . ,/ // ,,/ , PROVIDE " -1 _ " _ - _. _. ___ -�-7--f-�-', " - , , /.., / :�i . _ - - 1. - ' _ -7-L -F-_-T- _M-iFAKS -71�1 1 1 1 / I I SUPPLEMENTARY EROSION CONTROL PILAN TO THE OWNER FOR REVIEW - - -�_:::Z, _____,__.. 1 --::7 _. 7 LAT / --,! :iL �L - ---- " I / , 1 ' ' ' ! ; 1 - , -4) / " . , I - , 1 ., -.,-- i;�. 0.1 A ., _ _� 1,7-- --._ . --- -!!-- I-Ilk-1 - I I -_ - - _ I �, . . - - 1, - I - I --- _r__;��_, ------- --- __v_7___r__ ;,- I I I 11 % . ES76 THE CONTRACTOR M RESPONSIBLE FOR INSTALLATION OF A .,. ,�c 'I __�, -_ 1\ \ , '/ _ - .- . ,_ -1 "_ -, 1� _� - 1'� I I -4 / rn,k., \ / , , \ I AND APPROVAL BY THE PLAN APPRO%NG AUTHORITY. ' - / � .., ;;,- "'i I \ \�7_ n - ---"' ;-_;-�- ,� I i I - - _. - _ _ I 11 ---� r') I .��z�_ -43------FLL SLOPE G_/_�I_ �_ STD EC-2 ON 2:1 \ - _L_=\_- --.z::7- ---'-----,--- I - I—— ___1 ::,; , / , 01 / j � , MY I/ 'i �,,,� - \ �, -7�: -<_- - I \ . -_ / I / .1 , / I I " - , ij � � I PREVENT , ��7 X i .4 1 2'�%, 1 � --- --- -4- .- - 1. - -_ -, * '� - \ . .1 / qLl,' .. - I � 1. I 14 - I - - -----.-- - -_ 1� � _�\ -` EQUIPMENT T $1/' 1 / /!,! /f, it //,' / # / / I I I , , t , , . I � _/ ____ __ - / -.-- __ I __ I tz -1 11-� / , mr-It I " ,�T ;-. , tP " 1, / I . I � " ADDITIONAL EROSION CONTROL MEASURES NECESSMY TO "T / -, ./ . , 'I- __ _ � - 1, 1. 1, - ---[::=L - I \ I . I J � I F L � "' \ 1, . ".- _. - - - . 4 - I "' T� -, /1", Lf j[.-, -- ) . .// I /, 1 EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN V . \ 1. , I X_ __ -,-.-, - , 1. '.. , _ - L - .- I / i i . .1 N I A � 1 \ 11r, 1_. .� - - I- ---. -..-. - 11 _., .1 1\�� 'I , ", 1. � I I.-, . 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", * __� I I , . i 'T. / / P" � 71-1 .1 .,;.t USE I � EXISTING ENI K .. \ \ _1� I I I .. \ , . �_� \\ ,K . . � , , :) �h - I /I/ "': (.. \ I I \ TOP OF DAM 6 EL. 384.56 FT I I ,/ /'. . ;1 " I S� � �-�` `- I IV\ V\ � "', , ->L // ,"/; / '! 1� , 4' � I / I "��,, . I , I I , I I I - /j, " , I - .1 -.,.,. \ .-,.\, A� , -� ,N- - v- I 1� ,; D V " / / :, / / , , ., � 1 , 1 , , 'A____1_' .,�_,_ 111�' - ,,�, <�:, I N I / I BAY I / ///,,,,,Z,`,,`/// ',;'/, / , , . ,,, *-' 1� - I - EL. 3811FT .: - GRADING FOR -�'V; 0-1, \ , RISER CREST' , .: j i _1V I � UNTIL � FIN I . ,-..,.�Ij - 7�:' � , I B/ bt '....", //! I I / - / / /.. / ., d . �> I `t \ \". - � \ r\vv .;� �,j \ V\� " i\ X %\' , , I \ 6 '-I,o D�WXIERING ORIFICE INVERT - 374 FT I I - - 1�,,) ,..-� / / r . I., . S COMPLETE I " '. ., �e_""sr)�_ - � . \ I _ ><��]:� I A . i ///�, ENTRANCE k i .� i, // /, , "' * � \ \ , ""� i`� - I - / I . / I J., " ! 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I 'i��', ` ` .�,___ , - - -, , - - - �` E, , ___ ____ ., , , " ____ _�_ ____ __ - , __&__.__-6__ 1 , 1� / '* .1 ,it� �,- __ 1.� i ---...--- I , , .., Rt.SERDRIAMETER-,-� 40-IN--' - -i. - -1 IJE /§IL $EE bETAIL T - H6' N ." / -/ , / / - . " / , / ,/�,/ I,// V/ / /i / I " / / , , / '. �,,�, - ,; / __ = \ 6 , , - .� 1), : 11 ,j,.. - �_. � - . I 1ji7\11 I I 11 I \ Ay , - I I it J. . ,,_ i . , _.� , __ , ___. �'_. '.'-.- \ \ RCP - �EE Df-I � - , i i, j" I., ��_ - I 'Id,,,�,, " / \ \ . , ,or.,. / /, � ,-- -�7:,:1-- _� I x -.1 \ 1. \ I / - . I 1/ , ltq� / i I . . .-.-. ,.- , I \ � BARREL-D�A14FETER.-,130 IN RCP'_ I 11 '' '\ I � I - , -, /,/,// ,/ _. -- ,,, k� ,,�, 'SWET. -, - \ ' . a � v 1 , l'i / " � - _.: // �11 m I / I f W j / . , , , ..- , � ; I, �IAHI F� I '14 �� I __ ,,i \ I 1�. F_ / \ / ./ I / / / I y i - L5;�__� - - �\\ -,. \ I I '/ L 11 . I \ � , , // f, I i 4 . r,_ " I \ . i \ . Il�� I - / ' / / ' / .- i- � - TO/ 'rGA5 ",, , / / " / // .1 / " i.L, _y: --,--- �_�__ ��,��, � I . - / , /. i .1 .� ,i �: - ;. �. ,?: ___�___ I __ ,_, - , -,;, , .� DEWATERING ORIFIC&�DI�AMETER--'--12, IN / / I 1. , \ I _%.�_i..�_ ii � ; � ji/ i -.'I-- , - , 11 \ , \ I � I , \. / I / / \ I \ I . \ TY /, F/E N C E .' - I ... ." / .! .--" .1. >? E t .�:;, 11 14i I \�, - - NN\ \ .. , QE\ 2\30" DIAMETER FLEXIBLE T.pBING DI ET - - J5 1*-\ ,�', � ./ I I , \ , .� / _ i. T I 14, I T j,.,,, ,a , , 11 . . I -- Ro .,,-' �- --"----'-* � . - , , / , I I I '. / / \ I - I .il I - �,"' _-7-:�-, __�_ W�-,,-l'' ..- - I "" 1:�, X - )�� , - _M , - __. - \, , I'li I I I USE EXCAVATED HOLF, -, � \ � � R6 / KAM 1,5" I Ns; I / , /L' . j " - - -1 ?o _,___.:�, :;� '11�\ \ %,, OPE, DRAINS 1, 1� , " i:� , , ; � i 1\ _:�,_:2w` - ,_ 14 � / � \�\\ . . 1',\\\\' . \\ — - ZARPC , Elb V., / uu r I 11./ ". I I � 11 , - ,. � , �� - \ .\ N 1. \ - FROM POOL DEMOOTION �, . �\ , 9- , -, - 'I*1 I;" � j� I � I-,- \,'\, \ ., � -TE-- " -, "' I I . N"L\ ._� --- . I/ � I /,/,///// " , '// 1'//// / , I I - ,%il \V1, " /,�".��, t'4" I �xl\ . , AS A TEMP. SED. TRAP; 6 '-. ,>,�. , /// " // // - , , �. ? " 1, � - .. / �l , / , / /// /. /.// // . A��--, i,-_�t, __-..._ ,--I �� , .\ N6 s � / 11 - . � 11 -1.1'.' I I I �M\ \ i 1" j:r�,,\ , . \ \ I \ ,pg:p "MI [MT AVDP kfAl 'r9:%AVn0ADV QVM14.4 'r _" .j / I I I / , I f / I I I I / I . 11 I. a . � . I �`, GENMAL EROSION AND SEDIMENT CONTROL NOTES (CONTINUED) . I � . . - ES-7 ALL DISTUIRGE . D AREAS ARE TO DRAW . TO APPROVED SEDIMENT L - - i 1, ,,,� CONTROL MEASURES AT ALL TIMES DURNG LAM DISTURBWG ACTIVITIES _ I � , ., s."4A AND DURING SITE DEVELOPMENT UNTIL FINAL STABILgATION IS ACHIEVED. "I_ ES-8 DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN "' APPROVED FILTERING DEVICE. ' . � 11 ES-9 THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEAS RES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS � OF THE EROSION.CONTROL DEVICES SHALL BE MADE IMMEWATELY. I v ES-10 THE DEVELOPER SHALL RESERVE THE RIGM TO INSTALL, MAINTAIN, ,� %I . REMOVE MD/OR CONVERT TO PERMANENT STRUCTURE ALL EROSION ...,- �� 11 � AND SEDIMENT' CONTROL MEASURES REQUIRED BY THIS PLAN REGARD -LESS 11 OF THE SALE OF -ANY LOT. % ENTN FOR THE APPROVED CONSTRUCTION EMLRAUCE ' SHALL BE BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE 1% P )PC ES-12 AIMINMMI WATER TAP OF V` MUST BE INSTALLED WITH A MINIMUM I" -1 I - .0ALLCOCK SHUTOFF VALVE SUPPLYING A WASH 640SE WITH A, DIAMETER OF ,� t5" FOR ADEQUATE CONSTANT' PRESSURE. WASH WATER MUST BE CARRIED, , . I AWAY' FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE � I - I -, ". ) - L. SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM'ENTENUO STORM, - � 1,7, DRAINS,DITCHES OR WATERCOURSES. I ,�_ ES-13 RO, EROSION CONTROL MMURES SHALL BE REMOVED WhTHOUT COUNTY I A * . . OF ALBEMARLE APPROVAL'. � I - . I it OF SLOPE UNTIL THE OUTSIDE OF THE DAM1 IS DEEMED STABILRED. THESE ADDITIONS I I . SHALL BE COORDINATED WITH THE COUNTY OF ALBEMARLE E&SC INSPECTOR BEFORE . � I OR DURING THE PRE -CONSTRUCTION &FETING. I __ _ f I ES-15 THE LARGE PERMANENT BASIN HAS A, BASE -FLOW STREAM THAT SHALL BE f I . , I . MVERTED FROM THE WORK AREA. ALL WORK ON THIS SITE SHALL BE PERFORMED ; I : , I "IN THE DRY"',.'THIS WILL REQURE THE CONTRACTOR TO EITHER CONSTRUCT A t I STREAM DWERSION OR A PUMP AROUND SYSTEMIN ACCORIDAME WrM VIRGINK o � J 1i STATE LAW. THIS ISSUE CAN BE RESOLVED IN THE PRE -CONSTRUCTION MEETING. . . % ES-16 BLANKET AND MATTING SLOPE PROTECTION SHALL BE INSTALLED, IMMEDIATELY � I I 11 , � AFTER FINAL GRADING OF ANY PORTWNEID AREA OF THE SUE ALONG WrIH T14E - PROPER SEED.AND SOIL AMMMENTS AS STATED IN THE UARRATWE MID SHOWN ,_ � .� I � . . / � 1W , � , ON THE PLM SHEETS. , . "I"? .. % i ES-17 STRUCTURAL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY , 1 - - - GRADING OPERATION. THE LOCATION OF THE TREE PROTECT[ON FENCE SHALL BE I i INSTALLED PER THE PROFFERS, THE APPROVED TREE PROTECTION PLAN AND THE I i ARR. , * I . ! I . 1'1� . - . i - .. ..� q_.. 1% / ? �In . , I �� � % ,e 1. I . I- / �I I /_11 I - .01 4. 4. 4. 4. '. 4. ,�� ___1 . Z . -.V- � . . - . * - - - k � ;:� - ? V5 ' t .--,- v - , .. A-1lu 14- .. , ,.�1.0� u G?,Pv I /11 _�� �_:2;: - - �__ 5_ ,I)-. / 3-- . �' I __� / 11 ) . " . t , i ,A /;</�- \ \ V / I 1 1 . .1 k � I \ \,\ , ,:1 I .., - ., ��,( , �v \ \ - . I . I , , __ , , , , � � ,M\ " ) � 1� \ \ \ Ill- \\ --, �kk. -w� � I -, � 1-1. \ \ I \ "I kjj�%U,l I � \', ��.,O ,-";i 1,��\'x \ , I . � '? ,\ - \ s'' v � .� 0 \ , , - \ * -, , I - , ., . " " 1, .�', . � ww.,�� ,,,�Ik � liow�, � - , ,� , �, � ,, � � % 1, . i , ,� , , .. � I , � % k � , tL �j --, � ,�� 1 1 1 \\ t! \t,: �,j 1'. k , .� 'X I 0�� b �, ,, �\�-.,I,��T�,0VA � i�� -, � \ ,I,, ��) � 11 , I �k 11-1 \ � � \W 1. \ 11 \TIEM �. " \ I ,M) IWI\\ �'�\�\ \ ,btl L � �. N , ., kpA I 1. 1� , I ) I \" % ,�,\ \�\\\"\ \ \1 , �\� �k,,M � � \�O\ � , \ / . �1 v% � \ I \"� \ W, It * � 1� \ �_ . � , , � I\ �A \'AVk1 � ��,�`, . 00? I e ,\: . . I I I I , I i k I I I I I . / � N 11 1. I v 9_:� .- � 11 .. I/ ! � \ — /TO OUTLET TO DV DIT,Clf,-'),�l I ./ ., / 's, ,\ 1///."', / ""'11// I \ ., 1. �_ --- I I -, , . I // .'/ f — //// / V f I UA�iIN �01 WILL SERVE:. AS_ THE aTORMWATER'\ 11 i I , I/ a .\ / / � _7 , / f,'//,/, \ i / . . I , I I I � I / i " .. \ MANAGEMENT'POND FOLLOWING CONSTRUCTiON._,,�_ . - I ./ "' ; ol / / . I / I / __.. I I / I , , // -//.,./// / / ",/ , //./, I ! , . .. 11 I - 11 / .,- I I / / " / / � / 1. " / // \. I I / -/ .�/// , it //"/"/,.., " //,-'' I./ . " '\ I . At ILK THE, SITE-- HAS, BEEN ADEQUAT __ \ __ -,-,. - � I EMPORARY / SEDJMENT BASIN 0 11 I. I / � / I " ,-, / /` / , / / / V/ XZV/ "', / /, /,/ / / " ir / , .. / I / I/ i ! ,,, I/ /" - 11 ' Y).- A, 'A / 11 . / /I . , v I/ / - N L, -'? I-_ / / / I I / / / / / / ,� - -- I, 1� / / i 1, !. e " # . / . I, ' / / / I / // '/ f 0 " INI_ � . , , " --- __ ___I " 'J iiii ; y " / I \ , STABILIZED, REMOVE WNSUfTABLE - ATENIA' / / 11 // , N� . \1r__" . . I , / , I +..,F / 11ur OF/ 13ASIN " - EL.,379.Oor IFT -' I, / , / // / ///, / /, / /,! ;,//,////,�*//���"/"",./�,///,/"///,�////!/ , . i I %, , ... I I.- CONDmqm�-FOR RETENTION -POND. \ / I J, / tNCY/ `SPI - EL. 37�,56 / FT/ / // I � , " .. -RESTORIf \ Nl , j / / 1EMERG LLWAY /,� - . \ \ \ ", N . -T.HE'BASIN TO` MEF-T ALL REQUIRrMENTS . \ �__ 1-1 I / I // 4 ,'/ TOP OF RISER" - EL. 376.50,,FT/ ,, ,I // 11 // 1/'/ PERMANENT SEEDING SCHEDULE .. . ,.-%. k , I I, /I " \ �\ " �. -(AILED Oil, DRAWING$- Dr2 AND D-3. - \ 1�1 I I . ., 'DIEWATEkING" ORIFICE INVJERT,- 3,74 50/,FT// ,,-- " \. , . ,,, , " ,:. , / / ��" " .A , , \, 11 IjE \\,X, � �, -, - 1, I " � � , - - _ _ __ - \ / A I / " , I Ir ELE 'TiON-i"373 - - '. -.-,., I'll , �, ,,- �. \N \. - I __ - - - _... I ` I " -CLEANOU. ' - VA .13/ FT "',", " I / /,-�- 1��:11 "' ,,, \ ---. 11 rrl / �N.11\ " , " k� �_ , �. 1, - - I- _", \,_'A' , � �/, / 11 BOTTOM"OF-11ASIN - EL,371.00.-FT- - . ,, , ./ / '. 11 , � '\' _�.--_, * I I e "I . \' � I , I ,_ 1, I / . - I _V:11. , I \\ 1, " - ,.,. , -1,11 / , /' I I., _�, �. � " "". . - X'11 I I_/ - jj I. .1 N, I , �%'S,\' - � \ , . -,, / / f R1§ -2119 " / - , ��,, , � . ,� - - __ 1��___ ___ " / ..ER,'DJAMETER , _r,� �, " �, \\ , �� I � . _ - -_ I" 11 ,I " , , / , . , \ 0 \\ I . I . 1-11. I / I / _� / // 1. '�� \. '\\`,\ \ " I �, ". �, " ... - 11 I ,` � 4 - i I EV DIAMETER , b. -IN /I , - " / // � I., � ' 11 J)E 4 1 "Ill, , � '.. ., ,- / I' I 1:: I , .. \'�,,�,� �.�,-\ � '. . - -p S_ _� , , �- WWYERJNG -,013IFtCE DIAMETER � '/ N / " / \,. , " _. - , , " / -�-,, / � / -�, li ),i.� i 1.11, V , , '. . , . - . /I " I - I. , ,,:�\�-_ - -- I t- `- 30 Ioc,iI ,,, / � � �N- --_\1LN',, �. , , ,�- �/ ��_.. - . , , , " , ` , I. I / I �i, -,� , \ - - _ - __ I / ,� / I RASH, RACK DIAMETEF ,t Vl,� I , - - .. I, 11 'I, -, -,J/, ,x- � ,,,�'' I - / \ -.4. " - , I I , . - ____ ---_z 11 ./ " I—, - ...- - - 4 - - �,-,' I /I, )) "), . , - - r, I � , � JRASO RACK H 1 IN / / I '.. , ",� N I . 1� I -/" / , . I - __ _,.,rl ./ - _,,,��// P I I I , " I .: .. _ � ___ I', / " '. ,.�, - X.1 � __ . . I / I I ... - - ullj I Lt. I v 1% I LA& I &UN r/% I WYNKI�! . . ., , �,�,'�,'�', -. . ., " ,, - "L ".!. I " I I '. ` f, " - _. � Z. I - / " " *,: I I -*- "a * . - I 1, I / " / " - " ...:I-- - ./CLI QVER,�.�,_ .,.,- , , i � �, _ - I 41, ;1�11 t ,,,\,.\ ,�\ .. I ** _ I , WITH I 11 / \ *1 . I .� __ ----. ___._ --�-----;?-,1Q I - I I -e,;-.. , , 5� - ------ ,�-4_ _- - TON EC '7 ` " ' "� I / ,�-- , " 't t .. - I-- , / , / / ,,;:_5�� 1 TILE, F,,MRIC, - / ./ .rl / / 1/1 , _:�,:-,,� �� \( f ., ---, -1 /./ _� ,,�- :�.. -, __ --.-- ,� . . - I V I . / ,�� & -11 `I�_ �..��, - ... ... I � ... I � I, ,V.J/ I // /� - 'P',,COLLAR ,-., ,,/ , , ",'�_��, .. � \ � - , - _` I I, I PROYIDE 5 ATX F MT(-Sti , �� 1, \� .�\Z-" I I .. ,� .. / �) 11 / I " - I ,.,J(/ , F, I � I // I �,,, 5��, 1 .- .�, � . , I / / 'I 0 - / / / / / / " , I 11 - - , , - I // ; j - - `-��_,__ * 11 I , ,/-�-, ',\ , , / .. - '\ - __ I .- I / ". . / - \'\,., \�'�6_��__' __ �. , , :-',�., " � / / I /// _t� I , "� - . .- � \ / I 1.��' k , - '. r I "I I .1. �)(9, 7 \ -\ -\--��.�-_,--�, ,, I __ ._,fil,", I "', / /// - ----.-), , I / / I / / / . / I. " I - , � , / , I " "liq ," � ... I . . IN�, � __._,�� � - - �� ` //x t I OT ". X. , / II;, , ! r, " , I . , - I , . � � I " � / ' ' '_/ * I - , , - / / . / // , '. 1� . O� , I � , __e�� 1;�*` / , I , i . �t � " 11 I / I / t I I . \ . .1� IJ " - I - I- I / I / // - - -BAS -, / I - I . , - �. , . �11______�T__Ile . EMO TEVPbaARY ,SJEDIME , - IN AND 'I, \1 " I - I " .. � __ ( �__. ,j __ I., I I I / , - _-,`� . .yel i�,. 9"') - .. V_ - ,41::�,Cv I., , AFTER srr �,'kAs 6EENx'ADEQ(ej,,-T16y I/ >5><- ... � ` 4�_;-�*��It'..�.;��;.!..--_--_--_----, I , , " 11 j I - .-, I I :�zl_ � "111 / . T " " ' _ " , I I ___ __ x - __7 __ - -Lt, ' I 1, , �, 1' ! ABIL ED' ANb � Ht IGRAnt HAS "RFEN Pv Arg 1>�. . " , . ! I Pu PT . �, , . ( ENANqES , M � \ I 01 I . I, _� 11 I I I . , / / I - 1.� f T LAWNTYPE : � . I ! HIGH MAINTENANCE I I KENTUCKY 31: OR I I LAWN, I TURF -TYPE TALL FE I I i � . 128 LBS I i 30: OR LESS .RED TOP GRASS 2 LOS ! ! 20 LBS � I ; LOW MANTENANCE I � USE GROUND COVER PLANTINGS I I SLOPES 2-11OR STEEPER AND/OR VINES IU ACCORDANCE WITH i i I . I : TABLE 3.37-C OF THE VESCHI:. I p . SEEDING DATE IiSE SONAL NURSE CROP � . . . . . I I � : � I � q � FEB. 16 THRUI APRIL 1! ANNUAL RYE . . 7 . I MAY 1; THRU. AUG 15 [1, FOX -FAIL MILLET I � . � AUG 16 THRU', OCT 1 ANNUALRYE . . NOV THRU; FEB 15 L WINTER RYE . . . 1. , . I , I ... I I I" __________� I., - If .1 11 I , " I I . :I_ -1 I \ / '�' 1� ,/ ".11 / 7 1 , I � � , I I, r,z _�� �\� I - / " . I ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT I , . - - �_ - '. I . I , I /�-,_ _:��11 *I. I I . ,�� - " . i �' ,- " -,, ., - - -- ), � " I V , �Lry',Wl 01/36u,� 't" I .1 ZER 10-20-10 AT A RATE OF -1,000 POUNDS , , , 1. I , . - .1 > . '.4 / THE FOLLOWING RATES: FERTILI � , , \ \ i� . I , , I, - J/ / j / ,` -1 -,/ " � - - , � I - . , Q ./ " , � 11 I \ . -1 'e, . I 1� , �,,',, .� / \\ , I F / / �11' z I �, . , . I /� \"�� 11>1 /J'�6". , , / I I , " ., I.. , � I _'11 11 I ,,, -E OF 2 TONS '� "'N , �-,, my.* M_ I. . Ai '. , " . , � , -.,.' �'�� I " 4w.,�_M?�" - .T;.," - --�-_!� ,,, If PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RXF 1, . '. RIMETER DITCH — I` � / ` ------ . _x: I / I - 2 '� 777 � PER ACRE; AND STRAW. MULCH AT A RATE OF 1-1/2 TONS PER ACRE DURING , ' .I I. .1 - \ , , 1� " � � 4/7 1 . , - I I , I / I . I , '. I / _�" " .,- 'L N L) / THE SPRING AND- FALL AND 2 TONS PER ACRE IN THE WINTER ANP: SUMMER. " / r?AWAG — �_ 11, /,,,, , , I . '. ... - .1 � \ I REMOVE DV DITCH *2 W E 4�?St4� A , EC, 2,- - .. loe "I .. I - __ , , AFFORIP rl F'.dPIKfr_ T nivrl?T P1 INnPIF , i I / I / / �,�� I,�_,- - 11 i \ . ... I � ,<,-,>, -�,- -,- - - -,,-�,�,�� 11'k � " AUtUVAlt I -ILL K5 FLAU I" 1.1 Ain- .. 2:1 WITH, VDOT ST'D EC-2 LINING MAY HAVE AN ANNUAL Wv 4* - ,;,__� ..,- 9 ,. , - - \ RTY. SEE E R1 .570N, / ,(, " ,�w ,�,' � r-1 —,-, , I, , I 1.1\ - , 1. , I" \" — XNPHOf, " .... , ���_f I ) � -( -1 . \ I OVER ROCK OUTCROP. E / / 1 / "I " , . I. TACKIFIER PLANTED ON! THE SLOPES AT PERMANENT . / " - - �� �� '. , I t � . , / I _', . - / ., 1, 1.,. . I \ SEQUENCE OF CONSTRUCTION (V111.3) . . ,�. , / �, 4, � 11 / / / '/ � RATES IN, LIEU' OF USING THE EC-2 LINER TG ALLOW FOR EROSION oe � f t � A— I- 11 �_, / k I � I .� I , .1., " I I j ON DRAWING EC-2. . CONSTRUCT FD/DD TO BASIN 02 , I" I 1/1, "' 11 I _/ ) � , I / PROTECTION PRIOR TO; GROUND COVER PLANTING. � t \ , \ - -1 - _/ I , ; . , ,-, ; \",\ , .. 1�. I '. .. . . 6!- 6.. 1 3f 51. __ ___ 3- 1 . 31 51 31 . . . . . % I 11 - / d�,_, ,��/ , 1, \ \ I .� % k 1 1 . - 81. I I - - - - / I , _,- " .1 - � - - / / ./ /I ' I � p 1, V, .. . \ % I I . . ; x ;111 I - a , 1 -2 EG-Z -) / / IF THIS DRAWING IS A REDUCTION \ . .- ? ,_ -f " I \ I . \ , 1 i . EC-2. __� Lvfio-� j - - Lum - -I / k -�,. \ - N, " " WANG -1 , EC , , i i I I - �,, " - \ % , ;� t, \ - - " I Q191 A ,--, / ,., . I � � . I I , - I �_ / / / I I / _11, it � � '� \ t "\,- , I �101W' `��t� -1, 1;--w,p \aw�L- / / // GRAPHIC SCALE MUST BE USED I ,j . / " / �,-' \ "', " '7 \ , \ I., 'I, . �-_ 1� a 3 __ 5 / I / - I I / /�, I- ",\ "p- (t " \ , . . :, 11 I 'r ,,�,,, / " . C�z I I \0 I I I- � I\\. / x '� I I / . _. , - .1 / . - V � � '. . ., I - IT e .3 _71:�, --i-ij I / 11 / y I , , '! " , , 11 I 114 " I � I / I `� I 'N \. % I I W , N, ___�_ - I - _� -"- — - / / I I - ,-\ \ \ -,. t - —::::-: � 7 ,z;��_ ) .�, __LA I . t I � ,\ews ,:, L;�__-, , W :_:� �� � � — J::: I I 1-11 k -1— — __j . ,� I ) / I I � I / / A - \ ` 0 t .", ., , " . v r/// I/ , / I / , 11 'X,,,' - '. � ,,,, '11\ I.., . ... F/// DV DECH *2 DETAIL / / / // '. I v �"_ '... I , \ " / 1. " DV DIET-6 " DETAI NTS I NTS / du " / /I I ., / X ;/ , .. NLI A �,\ \ ...,\% . uls i 50' 0 501' 1.;� � " _:��4��1�1� ::��ry�, , ,,f- . 1-1 , ��1�,�-_-�� , 11-- -I ------- / - f . i i REVISED, PLANS PER COUNTY REVIEW COMMENTS. , - -I----- - - I . I ; TJW aL. ____ 1 I I I- ----,-. - � - � I 1 02114103 I .1 i L .. I I I I ------ ---- _:__._,_"_--z, _\ I � .. I I . ! . -------- . . � . j 1�1 .-. . i I i I 2* . i � i 1 REVISED: 'PLANS PER, COUNTY REVIEW - COMMENTS. ,Il— . I I i TJW � 08129103 ____ - - __ . i 1. I i - ; i � I I 1 ! . 3 I . i . PLANS PER COUNTY REV � REVIS ED . F, , IEW COMMENTS. . I I i TJW � 10113,103. � _____�_ ; . . i I : i � ; I : I I i — . . 4 ______ 1! !' . 1 REVISED- PLANS PER COUNTY AND ARB REVIEW COMMENTS. , . i : i ! TJW . . . . 11107-103 . I - � . I . . I : I I I I i ; ! . I i I I I ; . , i . . � i I - I � . I . . I I i . � I . � : : i p s . I i — ! i I . 'i . I . . . . : . � I I I . . — — . � I I I � I . I . i I ; 1 - , i i . _� i I . i . ! � 11 i I . . . � : � 1 � . � i . . . I - ! I ! , I � . ; . NO. — - ! ! ! � : REVISION ______1L : � : By - � _.1L1___ . ; , . � �— . i ! . REVISION , - I' � : . i . DATE - - - - -1. I . . . . . . . - - I - an ____ ____ __ - __ __ - ------------- I I "-I' ____ - __ _� __ . ... .. � I AIT� � . � � - -agm DESIGNED BY: PROJECT: AVE" MORE APART M-ENTS RE VISION NUMBER: I TJW .. � : I . . . am ENGwrxas AVEM01W I DRAWN BY: . . 4 I I . f . I U, . I .1 . . . . . I . . SURVEYORS TJW — TITLE: ALBEIVIARLE COU NITY,, VIRGI NIIA . . I I . - PLANNERS EROSION &, SEDIMENT _1ff__t 4" ..'a NO. 3120 . . . REVIEWED BY: yl�. - . . r�l �0, �10 TJW .N _A_j "13 / � . 1-1�p A "' CO TROL PLAN FA k�� I I A.3'00 TER3 - __... - /// ... .. I . I T17. - . . . 147 MULL IUDGE R0AD . WWA NUMBER: F'ILE NAME: DISCIPLINE. SCALE: DA,E. SHEET NUMBER: - 4�- I . I :: k . . L'YNCHRURG, VIR61NJA 7-4502 .. I - 43,V.5a2.6175 ----. , I . PHONE. 20109-4.00 1094ECIBGN CIVIL ju=501 1 _L._1__,_____ FAX: 434.5a2 609, 36 OF 41 1;1� _, I . . . . . - I ,94,r ) 7- / 17 /* 3 - - . I . I I - . � .1 . , . . - I � .. 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I t 11 f *--, -, . 9 \ I I / / /I/ " � ,_ , ./ / / I/ If i i./l, /Ill 11 I I 51", I I r;) � � � I \ � 1 ! � I , � \ ) I I . 1. // ze / / ; I I I - 11 �l ,I , I i \" I � t )a I I �Ir "� "/y/ / / ,� I -_ I / I / / I ., , 111 ,I ", . //.//., / I / I k /I j I I / / /Q11 / , ''ZZ.", / , I "fill 1!/; I !!!! I I it � \ � � 1 -1 ! 1i A\ 1, 11 ''i11111f, /11 I/"- // / ////mll, I I I \ \ � \ '� I % /'I I I .1-f . ,i;l / J` I I - \ , %, -)/ I r //- III iff - � I I !I! ; 1 � � � 1� � \ 'I I / // % I I/ I I \ / l" / . / I'll I 1, il I "?/ ___ . . / / / / I / I . .jm - . _zmm I I . I I I . . I I . : . . I Ema N,EERs .., . . . SURVT,YORS . IWARNER . PLANNERS � No. 31,204 . .111, � . I . I 1. Airl'Sl-'CIALTE � / . Z!� Ij . k s /// . . 147 MML RIDGE ROAD ), LYNCHBURG, VIRGINIA 245002 , 210NAL 1'� . PHON& 434'.M.6175 )ESIGNED BY: TJw )RAWN BY: TJW 7EVIEWED BY: TJw WWA NUMBER: 2olo,94.o6 I .. I W 7-Ig"ga am-affing 1 1 ., I 1 ___ . . I , v= 50' ______ 0 501' AVE MORE AP"T ME NITS REVIS0N NUMBER: ' AVEMORE 4 __ . ALBEMARLE COUNTY., VIRGIMA DRAWING NUjWBER: TITLE. SOUTH END EROSION CONTROL PHASING SEOUENCE FILE NAME :: . DISCIPLINE: SCALE, DATE. 1094EC2DGN CIVIL 11)=50/ _ 12109102 $44-r "I/0/63 � I "I . . � , 11 . m PROJECT: S CALE- I` = 59 -T]-"% ,v---A ,.y % v ?� m um h k_/ 'L SHEET NUMBER: . 37 OF 41 0 - 4 EROSION &' SEDIMENT C01NITROL NARRATIVE L PROJECT DESCRIPTION, THE PURPOSE OF THIS PROJECT IS TO, PROVIDE A NEW 280 UNIT,HIGHT DE�,4SIITYI MUILTFFAMILY DEVELOPMENT -F 4 REQUIRE EXTENSIVE GRADING, TO BE LOCATED IN ALBEMARLE COUNTY OFF FONTANA DRIVE, THE PROJEC I WIL, 44 THE DEMOLITION OF VARIOUS STRUCTURES AND, EXISTIN6 DRIVES. THE PROJECT WILL INVOLVE DISTURBING 233 ACRES. IL EXISTING SITE CONPITIOINS THE, SITE IS LOCATED: EAST OF THE INTERSECTION OF FONTANA DRIVE AND WILTON FARM.ROAD; IIN ALBEMARLE -COUNTY. THE S[TE IS PARTIALLY WOODED WITH SOME OPEN AREA,.AND VARIOUS STRUCTURES. THE SITE IS. SURROUNDED, BY SINGLE FAMILY AND, MULT11-FAMILY RESIDENTIAL AREAS. IIL. ADJACENT PROPERTIES IT THE PROJECT SITE IS PRIMARILY BOUNDED, BY RESIDENTIAL LAND, USES. THE SOUI H SIDE OF THE SITE IS BOUNDED BY A STREAM CLASSIFIED AS WATERS OF THE UT.S, WITH,,' A SMALL EMERGENT WETLAND AREA. A DRAINAGE SWALE CROSSES THE SITE IN AN' WESTERLY DIRECTION- AND DISCHARGES RUNOFF TOWARDS THE PROPERTY OF WILTON ASSOCIATES, L,P. THE SITE IS ACCESSED THROUGH A CONSTRUCTION ENTRANCE ON FONTANA DRIYE. IlV, OFF -SITE AREAS FILL MATERIAL'WILL BE OBTAINED. FROM AREAS OF EXCAVATION CONTAINED: WITHIN* THE SITE. UNSUI;TABLE MATERIAL WILL BE HAULED, FROM THE SITE AND DISPOSED OF IN AN APPROVED: MANNER. V. SOILS ACCORDING TO: USDA SCS SOIL,MAPPING, THE PROJECT ,,SltTE LIES ON SOIL TYPE5�. DAVIDSON CLAY LOAM-2313, DAVID-SON CLAY LOAM- 230,-CATOC TIN SILT LOAM-12C, CATOCTIN SILT LOAM-T2D-,RABUN CLAY LOAM-718, RABUR CLAY LOAM-71C, RABUU CLAY - LOAM-71D, STARR SILT LOAM-79B:. THE SOIL TYPE.'DAVIDSON CLAY LOAM,, 2 TO- 7 PERCENT SLOPES IS MAPPING UNIT 213B. THIS DEEP, GENTLY SLOPING, WELL DRAINED: SOIL IS ON, NARROW TO BROAD CONVEX RIDGE TOPS. OF PIEDMONT UPLANDS. THIS SOIL HAS AN ERODIBILITY FACTOR K = 0-.24-O'.32(INDICATING MODERATE ERODIBILITY), IS WITHIN - HYDRAULIC SOIL GROUP .13, AND, HAS A, PERMEABILITY RANGING FROM G.6-2.0 INCHES PER HOUR. THE SOIL TYPE DAVIDSON CLAY LOAM,. 7 TO 15 PERCENT SLOPES, IS MAPPING UNIT 23B. THIS. DEEP, STRONGLY SLOPING, WELL DRAINED SOIL IS ON NARROW CONVEX RIDGE TOPS AND, CONVEX SIDE SLOPES. TOR K = 0.24�-O..320NDICATING MODERATE ERODIBILIITY), IS WITHIN THI SOIL HAS AN ERODIB.IL1TY FAC HYDRAULIC SOIL ORO-UP B.,. AND: HAS A PERMEABILITY RANGING FROM. G.6-2.0: INCHES PER HOUR. THIS SOIL TYPE CATOCTIN SILT LOAM, 7 TO 15 PERCENT SLOPES IS MAPPING UNIT 12C. THIS SOIL IS MODERATELY DEEP, STRONGLY SLOPING, AND WELL DRAINED- ft IS ON SIDE SLOPES AND NARROW CONVEX RIDGE TOPS. THIS SOIL HAS AN ERODIBILITY FACTOR K - G.24-G.32(11NDICATIRG MODERATE ERODIBILITY), ITS WITHIN HYDRAULIC SOIL GROUP C, AND HAS A PERMEABILITY RANGING FROM. 2.0-6.0 INCHES PER HOUR. THIS SOIL TYPE CATOCTIN SILT LOAM, 115 TO- 25. PERCENT SLOPES IS MAPPING UNIT 12D. THIS SOIL IS MODERATELY DEEP, MODERATELY STEEP,. AND WELL DRAINED. IT IS ON SIDE S�OPES AND- RIDGE TOPS. -E EROPIBILI! Y), IS WITHIN THIS SOIL HAS AN ERODIBILITY FACTOR K - O-.24-0.320NDICATIRG, MODERAT IT HYDRAULIC SOIL CROUP C, AND HAS A PERMEABILITY RANGING FROM. 2.0-15�O INCHES PER HOUR. THIS, SOIL TYPE RABUN CLAY LOAM,, � TO 7 PERCENT SLOPES - IS MAPPING UNIT 718� THIS DEEP, GENTLY SLOPING, WELL ORAINED SOIL IS ON NARROW T01 BROAD CONVEX RIDGE TOPS. .AREAS OF THIS SOIL COMMONLY ARE IRREGULARLY -.ROUNDED- OR OBLONG. THIS." SOIL HAS AN ERODIBILITY FACTO�� K 0.28-0.320NDICATING MODERATE ERODIBILITY), IS WITHIN HYDRAULIC SOIL GROUP, B, AND HAS A PERMEABILITY RANGING FROM 0-.6-2.0 INCHES PER HOUR. THIS SOIL TYPE RABUN., CLAY LOAM1, 7 TO 115 PERCENT SLOPES IS MAPPING UNI!�', 71C. TH[S DEEP, STRONGLY SLOPING, WEL L DRAINED, SOIL IS ON NARROW CONVEX RIDGE TOPS'AND ON CO�-wEX SIDE SLOPES. AREAS OF A ,THIS SOIL COMMONLY ARE LONG AND WINDING. THIS. SOIL HAS AN, ERODIBILI:TY Fll-CTOR K - 0.28-0.32 (INDICATINIG MODERATE ERODIBILITY), IS WITHIN HYDRAULIC SOIL GROUP B, AND Hk�; A PERMEABILITY RANGING FROM 0.6-2.0 INCHES PER HOUR. THIS SOIL TYPE RABUN CLAY LOAM, 15 TO! 25. -PERCENT SLOPES IS MAPPING., U-NItT 71D.. THIS DEEP, MODERATELY STEEP, WELL DRAINED SOIL IS ON, CON -VEX SIDE SLOPES. SLOPES. COMMONLY ARE SIMPLE AND 400T TO 800T FEET LONG� THIS SOIL HAS AN' ERODIBILITY FACTOR, K = G.28-0.320NDICATING MODERATE ERODIBILITY)-, IS WITHIN HYDRAULIC SOIL GROUP B:, AND HAS A PERMEABILITY RANGING FROM' 0.6-2.10 INCHES PER HOUR. THIS SOIL TYPE STARR SILT LOAM., 2 TO 7 PERCENT SLOPES IS. MAPPING UNIT 79B. THIS DEEP, GENTLY SLOPING, WELL DRAINED SOIL IS ON FOOT SLOPES, IN, DEPRESSIONS, AND ALONG �IMALL. DRAIN -AGE WAYS. THIS T JY SOIL HAS AN ERODIBILII Y FACTOR K = 0-.2&OINDICATING. �YODERATE ERODIBILITY), �S WI HIN H DRAULIC SOIL GROUP C, AND HAS A PERMEABILITY RANGING FROM 0.6-2.0 INCHES PER H(OUR. V11. CRITICAL AREAS T -.S THERE ARE SEVERAL CRI: ICAL AREAS: ADDRESSED BY THE EROSION AND SEDIMENT CONTROL PLAN TEEP SLOPES. (2:1) ARE STABILIZED WITH V.DOT STANDARD; EC-2. DOWNSTREAM.- PROPERTIES ARE PROTECTED, THROUGH THE USE OF SILT FENCING,., FILL DIVERSIONS, DIYERSION DIKES, ST(ORMWATER CONVEYANCE T CHANNELS '. CHECK DAMS,AND: SEDIMENT BASINS. -HE STREAM THAT. BOUNDS, THE SOUTHERLY SIDE OF THE ES, CHECK DAMS, AND A SEDIMENT PROPERTY IS PROTECTED. BY SILT FENCING, FILL DIVERSIONS, DIVERSION DIM BASIN. THE EMERGENT WETLAND AREA IS NOT IMPACTED- BY THIS PROJECT.. RUNOFF THAT IS DISCHARGED THROUGH THE DRAINAGE SWALE TOWARDS THE PROPERTY OF WILTON' ASSOCIATES, L.P. IS. CAPTURED: BY SEDIMENT BASIN No. li, THE SITE ENTRANCE CONTAINS. A PAVED CONSTRUCTI[ON ENTRANCE. VIII. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATWE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRAC'TICES- SHALL BE CONSTRUCTED AND MAINTAINED� BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST IEDITION OF THE VIRGINIA ERO-S[Ok- AND SEDIMENT- CONTROL HANDBOOK. SYMBOLS, DETAILS, AND: DIMENSIONS U53ED ARE TAKEN FROM! THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S. ROAD AND BRIDGE STANDARDS., VOLUME 1., 2001, A. STRUCTURAL PRACTICES: I. SAFETY FENCE (SAF), 3.01: SEDIMENT BASIN AREAS SHALL BE ENCLOSED, WITH A SAFETY FENCE AND. TWO, SIGN STATING EITHER "DARGER-QUICKSAND" OR "HAZARD.OUS AREA -KEEP OUIT".. 2. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02. "TEMPORARY CONSTIRUCTIDR, ENTRANCES SHALL BE PAVEDz IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATFIER TAP OF li" MUST BE INSTALLED, �ITH -A MINIMUM 1.1' BALLCOCK SHUTOFF VALVE SUPPLYING A WASH. HOSE WlITH. A DIAMETER -OF 1.511 FOR ADEQUATE CONSTANT- PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM T'HE ENTRANCE TO AN" APPROVED, SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED- FROM, ENTERING. STORM DRAINS, DITCHES OR WATERCOU�SES. 3. C . ONSTRUCTIOU ROAD STABILEATION, (CRS),. 3.03: STONE SHALL BE PLACED- ALONG, ROADWAYS AND PARKING AREAS. SHORTLY AFTER SUBGRADE IS REACHED: TO MINIMIZE EROSION. AND SUBSEQUENT REGRADING. T 4. SILT FENCE (SF),. 3.05: SILT FENCE BARRIERS SH LL BE INS, ALLIED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW, AS INDICATED- ON THE ATTACHED: SITE PLAN. T i 5.. STORM DRAIN INLET PRO ECTION (IP), 3.07: STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR INLETS AS. SHOWN ON THE PLANS. 6. TEMPORARY DIVERSION DIKE (DD!),, 3.09- TEMPORARY DIVERSION, DIKES SHALL BE PRO!VIDED AS SHOWN' OR AS NEEDED T07 D[VERT SEDIMEUT-LADEN. RUNOFF T01WARDS THE TEMPORARY SE15IMENT BASINS. 7.. TEMPORARY FILL DIVERSION (FD.), 3.10: TEMPORARY FILL DIVERSIONS SHALL 13E PROVIDED AS SHOWN OR AS NEEDED: TO DIVERT SEDIMENT-LADER RUNOFF TOWARDS THE TEMPORARY SEDIMENT BASINS. 81. DIVERSION (DV), SPEC. 3.12: DIVERSIONS $HALL BE PROVIDED WHERE SHOWN AND, AS. NEEDED TO, DI:VERT STORMWATER RUNOFF. 9,. TEMPORARY SEDIMENT TRAP (ST)�,313; A SEDIMENT TRAP, SHALL BE PLACED AT THE EXCAVATED, I-dOLE FROM. POOL DEMOLITION, FOR THE DV PERIMETER DITCH. ADDITIONALLY, AN, EXISTING OIN-SITE TRAP SHALL BE USED DURING CONSTRUCTION. 101. TEMPORARY SEDIMENT BASIN (SB'�, 3.14: TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED AS SHOWN ON PLANS� SEE PLAN' SHEET FOR' DESIGN DETAILS, THE CONTRACTOR SHALL REMOVE BASIN No.2 AS DIRECTED- ON, THE PLANS. SEDIMENT BASIN, INo.1 SHALL BE CONVERTED TO, A RETENTION-' POND SHORTLY UPON. COMPLETION OF THE GRADING OF THE SI:TE AND -ESTABLISHMENT OF VEGETATION. 111. TEMPORARY SLOPE DRAIN (TSD), 3.15: PROVIDE SLOPE DRAINS TO: DIVERT RUNOFF INTO. THE TEMPORARY SEDIMENT BASINS AS SHOWN ON' THE PLANS. 12. STORMWATER CONVEYANCE CHANNEL (SCC), 3.17: PROVIDE STORMWATER CONVEYANCE CHANNELS AND DITCH LINING MATERIALS. AS SHOWN ON THE PLANS. -I OUTLET PROTECTION (OP), 3.18, PRIOR TO ANY S-TORMWATER CONVEYANCE SYSTEM. BEING MADE OPERATIONAL, OUTLET PROTECTION BE PROVIDED AS. INPICATED, ON' THE SITE PLAN. 14. RIPRAP (RR)I, 3,1:9,* RIPRAP IS TO BE INSTALLED: AS SHOWN ON, THE SITE PLAN AND, AS NECESSARY TG PREVENT. ER07SIOIN, ALL RIPRAP SHALL BE PLACED ON A GEOTEXTILE FABRIC. 15, R 0 CK CHECK DAMS (CD),, 3.20-: ROCK CHECK DAMS ARE TO BE INSTALLED: IN THE DIVERSION DITCHES AS NEEDED TO: REDUCE T I HE VELOCITY OF CONCENTRATED FLOW AND THE POTENTIAL OF EROSION. 16. SOIL STABILIZATION BLANKETS AND MATTING (B/M),-- 3,36: PROVIDE SOIL STABILIZATION BLANKETS AND MATTING AS SHOWN ON THE PLANS. IN' AREAS WHERE SEEDING OR HYDROSEEDING OF SLOPES ARE UNSUCCESSFUIL,'FROVIDE EC-2 BLANKETS AND O:VERSEED. 1.7. DUST CONTROL (DC):, 3.39�: PRO VIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE AND: OFF -SITE DAMAGE IS LIKELY TO: OCCUR IF PREVEUTI.VE MEASURES ARE NOT TAKEN-. B. VEGETATIVE PRACTICES., I. TOPSOILING & STOCKPILING (TO),3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO: BE GRADED: AND STOCKPILED FOR LATER USE. STOCKPILES. ARE TO BE STABILIZED, WITH: TEMPORARY VEGETATION AND: HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED* AS SHOWN ON THE PLANS. 2'. TEMPORARY SEEDING (TS), 3.31: ALL DENUDED AREAS WHICH. WILL BE LEFT DORMANT FOR EXTENDEDT PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING -GRADING. SEED SELECTION' WILL BE DEPENDANT ON THE TIME OF YEAR IN ACCORDANCE WITH. THE ERO'SION AND SEDIMENT CONTROL HANDBOOK. 3. PERMANENT SEEDING (PS), 3.32' PERMANENT SEEDING SHALL BE PRO:VIDED, ON, SITE TO PROVIDE STABILIZATION FOR ALL DI.STURBED AREAS. SEEDING RATES ARE IN, POUNDS PER ACRE. FOR HIGH MAINTENANCE LAWN AREAS APPLY 200-250! POUNDS OF KENTUCKY 31OR TURF -TYPE TALL FESCUE. FOR GENERAL SLOPES. 3:;l.OR LESS APPLY 1-28 POUNDS OF KENTUCKY 31;FESCUE,,2 POUNDS OF RED; TOP GRASS, W MAINTENANCE SLOPES STEEPER THAN 31T APPLY 128 POUNDS OF KENTUCKY 31: AND! 20 POUNDS OF A SEASONAL NURSE CROP. FOR LO �, r- T FESCUE, 2 POUNDS OF RED, TOP GRASS, AND 20, POUNDS OF SEASONAL NURSE CROP. FOR SOUI HERR, SLOPE (BEYON BLDG. 15YAPPLY 108 POUNDS OF KENTU CKY .3-1, FESCUE, 2 PO U-NDS OF RED TOP, GRASS, 20, POUNDS OF SEASONAL INURSE CROP, AND, 20, POUNDS OF CRO-WNVETCH. THE SEASONAL NURSE CROP USED, IS BASED ON THE FOLLOWING SEEDING QATES- FROM FEBRUARY 16 THROUGH APRIL USE ANNUAL RYE: FROM -MAY ITHROUGH AUGUST 15 USE FOXTAIL MILLET; FROM AUGUST 16 THROUGH. OCTOBER' USE ANNUAL RYE; AND FROM, NO-VEMBER THROUGH; FEBRUARY 15 USE WINTER RYE. ALL PERMANENT SEEDING, SHALL BE FERTILliZED, LIMED -AND- MULCHED AT THE FOLLOWING. TE OF RATES: FERTILIZER 10-20-10 AT A RAl 1000: POUND PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH. AT A RATE OF 1-1/2 TONIS PER ACRE. BEFORE SEEDING, 4 IINCHES, OF TOP SOIL SHALL BE SPREAD IN AREAS TO: BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY' AND MIX WELL I INTO, TOP 4 1 INCHES OF SEED BED.. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOVE ALL STUMPS AND ROOTS, COARSE VEGETATION, STONES - LARGER THAN 11/Z INCHES AND ALL CONSTRUCTION" DEBRIS. SOIL SHALL BE WORKED BY SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, SMOOTHI AND. DRAIINABLE. A FIRM AND- COMPACT SEED BED IS REQUIRED. 4. MULCHING (MU), 3.35* ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED,. C. MINIMUM STANDARDS MS-11. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO. DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE 11S REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN' 7 DAYS TO- DENUDED- AREAS THAT MAY NOT BE T 'AT FINAL GRADE, BU WILL REMAIN- DORMANT OR UNDISTURBED FOR LONGER THAN'- 30 DAYS.- PERMANENT STABILIIZATION; SHALL BE APPLIED TO- AREAS THAT ARE TO- BE LEFT DORMANT FOR MORE THAN ONc YFAR. T M�S-2. S A.BILIZATION OF SOIL STOCKPILES: -DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED W11TH: SEDIMENT TRAPPING MEASURES.' THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATI N OF ALL STOCK. ILES OR SITE AS. -WELL AS BORR.OW AREAS AND SOIL INTENTIONALLY TRAN%S"ORTED FROM THE PROJECT SITE. MS-3. PERMANENT VEGETATIVE COVER; A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED OWDEl:ltC.'),Eiu AREAS NOT OTHERWI-SE PERMANENTLY STABILIZED.. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GlRbu�o COVER IS ACHIEVED� THATJN THE OPINION OF THE E&S INSPECTOR, IS. UNIFORM AND MATURE ENOUGH, TO SURVIVE AND:-INHIBIJT EROSION. MS-4�, TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MESURES INTE INDED 'TO: TRAP' SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP' IN ANY LAND DISTURBING ACTIVITY AND: SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND:. DISTURBAmCE TAKES PLACE. MS-5. STABILIZATION OF EARTHEN' STRUCTURES. STABILIZATION, MEASURES SHALL BE APPLIED TO EARTHEN STRUCT�.*,!!Eb SUCH! AS DAMS, DIKES AND DIVERSIONS IMMED11ATELY AFTER INSTALLATION. MS-6. SEDIMENT-BASIUS AND TRAPS: THE TOTAL DRAINAGE AREA TO BE SERVED,. SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED, BASED: UPON c_ A- THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 1347CUBIG YARDS PER ACRE OF DRAINAGE. AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3-ACRES. B.. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 1134-CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND: SHALL CONTROL A DRAINAGE AREA OF 3-ACRES OR GREATER. MS-7� CUT AND FILL SLOPES� CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL. MINIMEE EROSION, SLOPES THAT ARE FOUND, TO BE ERODING EXCESSIVELY, WITHIN., ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED ATH ADDITI.ONAL SLOPE STABILIZING MEASURES UINT- IL THE PROBLEM IS - CORRECTED. M:S-8. CONCENTRATED, RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED, RUNOFF SHALL NOT FLOW DOWN,' CUT OR FILL SLOPES UNLESS: CONTAINED. WITHIN. AN ADEQUATE TEMPORARY OR' PERMANENT CHANNEL, -FLUME OR SLOPE DRAIN STRUCTURE. MS.-.9'. WATER SEEPAGE FROM. A SLOPE FACE:. WHENEVER WATER SEERS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED!. MS-10. STORM SEWER INLET PROTECTION': ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED! SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM, WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-14. STABILIZATION OF OUTLETS' BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIOUAL,-ADEQUATE OUTLET PROTECTION. AND, ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN- BOTH, THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-1,2. WORK IN' LIIVE WATERCOURSES: WHEN WORK' IN A LIIVE WATERCOURSE IS PERFORMED., PRECAUTIONS SHALL BE TAKEN TO; MINIMEE ENCROACHMENT,. CONTROL SEDIMENT TRANSPORT AND 'STABILIZE THE WORK AREA TO- THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN, FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED 'A 'BY NONERODIBLE COVER MATERII LS. MS13� CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING.CONSTRUCTED OF NONERODIBLE M-ATER11ALS SHALL BE PROVIDED. MS 114. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. PERTAINING TO WORKING In OR CROSSING LIVE WATERCOURSES; S.HALL BE MET. MS-15. STABILi!zATIONT OF BED AND BANKS - THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIIZED IMMEDIATELY AFTER' WORK IN THE WATERCOURSE ITS. COMPLETED. MS-16. UNDERGROUND UTILITIES.' -ANCE WITHT THE FOLLOWING, STANDARDSJN ADDITION, TO OTHER APPLICABLE UNDERGROUND UTILITY LINES SHALL BE INSTALLED: IN ACCORD CRITERIA: A. N& MORE THAN 500-LINEAR FEET OF TRENCH: MtAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH. SAFETY AND, SPACE CONSIDERAT IONS, EXCAVATED MATERIAL IS TO- BE PLACED; ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DWERSION. DITCHES.. C..EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR'PASSED THROUGH AN, APPROVED- SEDIMENT TRAPPING DEVICE,.OR' BOTH., AND DISCHARGED- IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING. STREAMS OR OFFS11TE PROPERTY, D. TRENCH' BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILEATION... E. RESTABILITZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F_ ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH: AT ALL TIMES. - -- -------- -- ------- - --- I REVISE0 PLANS PER COUNTY REVIEW COMMENTS. 11 TJW 02114,1013 2 REVISED, PLANS. PER COUNTY REVIEW COMMENTS. 1 TAY 0812,9103 3 REVISE& PLANS PER COUNTY REVIEW COMMENTS. TJW 10113/03- .4 1,1REVISE& PL�NS PER. COUNTY AND ARB REVIEW COMMENTS. TJW 11107103 NO- REVISION Y DATE NO. REVISION BY DATE BE IL ME Eve /NO. 3 1014 MS-117, CONSTRUCTION* ACCESS ROUITES- WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED, OR PUBLIC ROADS,. PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO, THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A 'A PAVED- OR PUBLIC ROAD, THE ROAD, SURFACE SH LL BE CLEANED, THROUGHLY AT THE END- OF EACH DAY, SEDIMENT SHALL BE REMOVED, BY SHG-VELING OR SWEEPING AND TRANSPORTED TO- A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED: ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIiS FROV11SION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO, LARGER LAND -DISTURBING ACTIVITIES. MS-18. TEMPORARY E&S. CONTROL MEASURE REMOVAL: ALL TEMPORARY ERGSION AND SEDIMENT CONTROL MEASURES SHALLS BE REMOVED WITHIN 30- DAYS AFTER FINAL SITE STABILI:ZATIQN OR AFTER TEMPORARY MEASURES ARE NO, LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROMI THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANIENTLY STABILIZED TO, PREVENT FURTHER EROLSI-ON AND SEDIMENTATION. MS-1.9'. ADEQUACY OF RECEINING CHANNELS, A PROPERTIES AND WATERWAYS DOWNSTREAM FROM, THE DEVELOPMENT SITE SH LL BE PROTECTED FROMI SEDIMENT DEPOSITION, ERGS[OIN AND DAMAGE DUE TO: INCREASES IN' VOLUME, VELOCITY AND. PEAK FLOW RATES OF STORM WATER' RUNOFF FOR THE STATED) FREQUENCY STORM. OF 24-HOUR DURATION. D.. MAINTEN-AtgCE, ALL.- FROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED, TO. INSURE CONTINUED, PERFORMANCE OF THEIR INTENDED: FUNCTION.. ALL EROSION'- AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT, THE END OF EACH DAY AND- AFTER EVERY RAINFALL EVENT. IT. DAMAGE TO: EROSION CONTROL MEASURES CAUSED BY CONSrRUCTION' TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE' ENID OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND- IS ACCEPTED. 3. PROV'IDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROAD -WAYS. 4� BOTHII TEMPORARY AND- PERMANENT ROADS AND PARKING AREAS MAY REQUIRE PERIODIC TOP DRESSING WITH NEW GRAVEL. 5.. SILT FENCE BARRIERS WILL. BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMO)VED WHEN THE LEVEL REACHES HALF WAY TO, THE TOP OF THE BARRIER. 6. SEDIMENT SHALL BE REMOVED FROM, AROUND THE INLET PROTECTION TRAP STRUCTURE AND, RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS. ACCUMULATED TO ONE-HALF THE DESI:GN DEPITH OF THE TRAP. THE TRAP STRUCTURES SHALL, BE REMOVED AND THE AREA STABILIIZED WHEN THE REMAINING DRAINAGE AREA HAS, BEEN PROPERLY STABILIZE6. 7. TEMPORARY DINERSION DIKES AND TEMPORARY FILL DIVERSIONS, SHALL BE INSPECTED REGULARLY AND: REPAIRS. MADE IF NEEDED. &. SEDIMENT ACCUMULATED- WITHIN DI'VERSIONS SHALL BE REMOVED FROM THE CHANNEL AND: REPAIRS MADE AS NECESSARY. 9'. SEDIMENT SHALL BE REMGVED AND: THE TEMPORARY SEDIMENT TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEWIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN VOLUMEOF THE WET STORAGE. FILTER STONE SHALL BE REGULARLY. CHECKED 'TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED-. THE TRAP EMBANKMENTS SHOULD BE CHECKED REGULARLY TO, ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS INOT BEEN DAMAGED. BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED, TOT ENSURE THAT ITS CENTER IS AT LEAST I -FOOT BELOW THE TOP OF THE EMBANKMENT. AT 101. THE TEMPORARY SEDIMENT BASIN EMBANKMENTS SHALL BE CHECKED: REGULARLY TO ENSURE THI THEY ARE STRUCTURALL� SOUND AND HAVE NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE EMERGENCY SPILLWAY SHOULD BE CHECKED REGULARLY TO ENSURE -I' 7HAT ITS LINING IS WELL ESTABLIrSHED- AND EROSION -RESISTANT. THE BASIN' SHALL BE CHECKED AFTER EACH! RUNOFF -PRODUCING EVENT FOR SEDIMENT CLEANOUT. WHEN THE SEDIMENT REACHES THE CLEANOUT LEVEL,IT SHALL BE REMOVED- AND, PROPERLY DISPOSED OF. DRY CLEAROUT MATERIAL REMOVED MAY NOT BE USED, IN FILL AREAS BENEATH BUILDINGS, PAVEMENT, CONCRETE, STRUCTURES, OR POND EMBANKMENTS, Ill. THE SLOPE DRAIN STRUCTURE SHALL BE INSPECTED, WEEKLY AND AFTER EVERY STORM,AND; REPAIRS MADE IF NECESSARY. THE CONTRACTOR.SHOULD- AVOID THE PLACEMENT OF ANY MATERIAL ON AND, PREVENT CONSTRUCTION TRAFFIC ACROSS THE DRAIN PIPE. A 112. THE STORMWATER CONVEYANCE CHANNELS Slill ILL BE CHECKED PERIODICALLY TO ENSURE THAT SCOUR Is NOT OCCURRING. SEDIMENT DE POSITED IN CHANNELS SHALL BE REMOVED PRIOR TO: THE REMOVAL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, AND DURING C01STRUCTION WHEN THE CAPACITY OF THE CHANNELS IS REDUCED. 13- RIPRAP INSTALLATIONS SHOULD B,,: INSPECTED, PERIODICALLY TO, DETERMINE IF HIGH FLOWS HAVE CAUSED. SCOUR BENEATH. THE RIPRAP OR GEOTEXTILE FABRIC OR DISLODGED ANY OF THE STONE. 14, SEDIMENT SHOULD BE REMOVED Foi�OM, ROCK CHECK DAMS WHEN IT REACHES ONE --HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR -INSPECTIONS SHOULD BE MADE TO, ENSURE THAT THE CENTER OF THE DAM! IS LO-WER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE -CORRECTED- IMMEDIATELY. 15% ALL- SOIL STABILIZATION BLANKETS AND: MATTING SHALL BE INSPECTED AFTER RAINSTORMS TO, CHECK FOR � EROSION AND UNDERMININ.G. IFF WASHOUT OR BREA,IAG E OCCURS, REINSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO THE SLOPE OR DITCH. VIIII. SEQUENCE OF CONSTRUCTION 11. USE EXISTING SITE ENTRANCE WT11TIL NEW ENTRANCE GRADING. IS. COMPLETED. PLACE PERIMETER SILT FENCE. 2� CONSTRUCT TEMPORARY SEDIMENf BASINS AND TRAPS. 3. CONSTRUCT PERIMETER SCC CHANNELS TG DIVERT OFF -SITE DRAINAGE AWAY FROM SITE CONSTRUCT DI;VERSION DIKES AND DV MITCH fl. TO DliVERT RUNOFF To SEDIMENT BASIN, +1'. REMOVE DV DITCH *1 ONLY AFTER ADEQUATE SITE STABILEATION AND WHEN IT BECOMES NECESSARY TO, OR/BE IN THAT AREA. SEE DRAWING EC-2 FOR SOUTH END EROSION CONTROL PHASING SEQUENCE. 4. CLEAR' LAND- AND REMOVE UNSUI.*IABLE MATERIAL TO, AN APPROVED LOCATION". 5.. PERFORM ALL GRADING, UTILITY CONSTRU C-T[ON, AND: OTHER SITE IMPROVEMENTS. UTILIZING FILL E)I:VERSIOr.qS, DIVERSION DIKES, AND, ALL OTHER PRACTICES DETAILED, IN THE E&S PLAN' OR OTHERWISE NEEDED: TO MINIMIZE TRANSPORT OF SEDIMENT OFF SITE. 6., PROVIDE TEMPORARY SEEDING, AND OTHER EROSION' CONTROL DEVICES TO MINIMIZE TRANSPORT OF SEDIMENT. 7. PRE -PARE LANDSCAPING AREAS. - 8:_ PLACE MULCH, AROUND ALL PLANTINGS, PERFORM PERMANENT SEEDING, STRAW MULCHING, AND STABILEE ALL DI:STURBED- AREAS. 91. REMOVE TEMPORARY EROSION CCRTROL MEASURES, REMOVE UNSUITABLE MATERIAL TO, AN APPROVED, LOCAT. ION, AND STABILIZE AFFECTED AREAS. 11G. RESTORE STORMWATER POND TO DESIGN STANDARDS. It CLOSE OUT THE PROJECT. I-X. CONTACT PARTY FOR' E&S IMPLEMENTATION', AVEM (ORE APARTMENTS LIMITED, PARTNERSHIP PI.G. BOX 6786 CHARLOTTESVILLE,, VA (434) 974-7588 EROSION & SEDIMENT CONTROL LEGEND AF ; ojSA F SAF D CS SAFETY FENCE E MPORARY SLOPE DRAIN TEMPORARY STONE CONSTRUCTION ENTRANCE STORMWATER CONVEYANCE CHANNEL CONSTRUCTION ROAD STABILIZATION H. OUTLE T PROTECTION SILT FENCE RIPRAP STORM DRAIN INLET PROTECTION ROCK CHECK DAMS TEMPORARY DfVERSEOR DIKE D-D: 1 64� TEMPORARY SEEDING M Ps TEMPOR RY rEMPOR FILL DIVERSION il PERMAN UT SEEDING D-IVERS ION, bU;IL �>VABILIZATIOU BLANKETS & RAT TEMPORARY SED:IMENT TRAP s DUST CONTROL TEMPORARY SEDIMENT BASIN S )ESIGNED BY: Tjw )RAWN BY: Tjw 7EVIEWED BY: Tjw WWA NUMBER: 201094.00 PROdECT: 4 iN REVISION NUil,18ER: AVEM,0RE APARTN& i rf S AVIEMORE 4 At,BEM,ARLE COUNNT Y, V, IRGI MIA DRAWING NUillIBER: TITLE. _v --- I d" EROSION & SEDIMENT CONTROL If., 9-4 NARRATIVE AND LEGEND, _,U%�9=3 FILE NAVE. DISCIPLINE: SCAL DATE-- ShIEET NUUBER: 1094EC3.DGN CIVIL GRAPI`11C 12109102 38. OF 41 50t'r I-2/h/03: - I* 12 0 c 0 TEMPORARY SEDI��IENTATION BASIN PRINCIPAL SPILLWAY DESIGN ANT DEV GOr H = HEAD ON PIPE THROUGH EMBANKMENT h = HEAD OVER RISER CREST L = LENGTH OF PIPE THROUGH .EMBANKMENT DP= DIAMETER OF PIPE THROUGH EMBANKMENT Dr= DIAMETER OF RISER croinnr. vn nc,,,n L ANTI- VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES t/2" DIA. o n o i p , TOP STIFFENIER ( I ' F-OUIREDI ANGLE IjLDED i TO TOP AND ORIENrEL'PFR- O O PENDICULAR FO CORRU;ATIONS.. O O TOP IS-- GAGE CORI U' A rED p O METAL OR 1//8" STEELOLATE. PRESSURE REELIEF HOLES MAY BE OMMITTED). IF END., OF T 'I CORRUCA SOM1S ARE LF.r FULLY PLAN VIEW OPEN WHEN TFHE TOP IS ! � ATTACHED. R D ^ YIELDED CY J A .;OR — LIrD R Is —c cE R Ar , E �_ UG E TACK W:_O \ nu nfi0unp ` ("^' METAL PIPE OR FABRICATED FROM ll 1/a" STEEL PLATE. r \ NOTES - all mitt. 1. THE CYLIINDER MUSr BE \ FIRMLY FASTENED TO THE TOP OF. TINE RISER. uG x 12" SUPPORT BAR SIZE SPACER BAR U)G R"cOAR MIN.) )TYPICAL) 2. 2. SUPPORT -BARS ARE YIELDED THE 'FOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. (USER DIAMETER ) � t 1 . SECTION A —A ISOMETRIC DETAILS OF CORRUGATED METAL ANT I -SEEP COLLAR ' INSrALL COLLAR WITf CORRUGATIONS VERTICAL ,OLLAR TO BE OF SAME GAGE AS THE PIPE WITH WHICH IT IS USED - 1 CONTINUOUS WELD i ---1 K A SLOTTED HOLES FOR I)2" MlrL 3/6l �•� 3/8" DIAMETER SOLES ' f --. o.o. oc,p,rc ---�ei+ A•NSrA. PIPE' f o1 o a + S' „ o -F2„ BAND u I t - 4JELU BOTH-SIDE'_S SLOTTED HOLES - // AT 8" C. C.- CORRUGATED I'! -UAL -CON T lNUOUS WELD AT B —B CSHEETE NTERftOFDBAND, _ D ELEVATION OF UNASSEMBLED COLLAR 3. UNASSEMBLED COLLARS SHALL BE MARKED BY NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MA%TCHINC PAIRS. 1. ALL MATERIALS TO BE IN ACCORDANCE WITH a. THE LAP BETWEEN THE TWO HALF SECITIONS CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTINIG BANC` SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASITIC AT 2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. I COLLARS SHALL BE IN ACCORDANCE WITH 5- EACH COLLAR SHALL BE FURNISHED W1ITH TWL! CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2" DIAMETER RODS WITH STANDARD 'TANK SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PPPE. I SOURCE: USDA-SCS PLATE. 3_1 r ) RECOMMENDED Dc_ ilV AT E Rll�l G SYSTEM FOR SEDIMENT BASINS, PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP DEPTH TACK WELD VARIES AS PERFORATED POLYETHYLENES" REQUIRED _-- DRAINAGE TUBING, D[AMETEf FOR" DRY " STORAGE VARIES (SEE CALCULATIONS IN APPENDIX 3. 1 a -A ) WET ° FERNCO-STYLE " COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40. STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE E&S PLAN) CORRUGATED METAL RISER NOTE: WITH CONCRETE RISER. USE PVC SCHEDULE 410 STUB FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH AS-ri F667 AND.AASHTo M294 SOURCE: VA. DSWC PLATE. 3. 14-15 I TEMPORARY SLOPE DRAIN EARTHEN DIKE PROVIDE INLET CORRUGATED METAL (COMPACTED)_ PROTECTION EXTENSION COLLAR yA v WATERPROOF. SEAL \ »' i� 24 IIIt 9 . if (n If 1111 'AIll�l III - �11! I— PROVIDE OUTLET SECTION. VIEW NOTE SEDIMEtff MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS EARTHEN; DIKE (COMPACTED) Y�?r`: ; I D 6 'i =_'ii7.';:=i- 1 :i3i`iiY`cc3FS:ci ii D - _ I =_ _ - :- -- r II Illlll iiii 11111 liil = SECTION A -.A TEMPORARY SEDIMENT BASIN W1. DEWATERING DEVICE PRECAST PRECAST STEEL PLATE W/112 DIA ORIFICE. ANTI -VORTEX ANTI. VORTEX 15"' DIA PERFORATED FLEXIBLE TUBING DEVICE DEVICE ORIFICE INV EL-374.00 • I II II I _ RISER CREST I 11 I I I == EL-381.00' 1--- - --- PRECAST RISER 16 DIA _� - ORIF{GE' - DRY STORAGE — SEGMENT WITH INV-374.00 ��` —'_ �,. ), FLAT TOP I 1 , \ ___ 6 x 18 ' x t t 1'2 DIA ORIFICE - '- GAt•LV PLATE INV=374�.00 - (4, AT EACHI JOINT BOLTED' WET STORAGE _ TO RISER), WATER TIGHT CONNECTION: u TEMP. BO'TT. EL-370.00 14, TO 4 PRECAST 30"' SEGMENT RISER INVII367.80' ,- c S EL-367.00 - FILL BASE SECTION n n nn WITH CONCRETE TO C� C� 4 EPRECAST XTENDED MATCH PIPE CULVERT o 4; INVERT. �j BASE SECTION / COMPACTED 12 VDOT No.57 48` SUBGR'ADE SECTION A -A ELEVATION B-B NOTES- 1'1. THIS DETAIL REFLECTS THE TEMPORARY CONDITIONS OF THE RISER STRUCTURE WHILE BEING USED DURING CONSTRUCTION AS A TEMPORARY SEDIMENT BASIN. THE TEMPORARY DEWATERING DEVICE SHALL BE REMOVED ANDT THE RISER STRUCTURE RESTORED TO PERMANENT CONDITIONS AFTER THE TEMPORARY SEDIMENT BASIN! IS, CONVERTED INTO THE PERMANENT- STORMWATER MANAGEMENT POND'. 2.. SEE PLAN SHEET D-2 AND D-3 FOR MORE DETAILED INFORMATION REGARDING THE PERMANENT STORM.WATER' MANAGEMENT POND RISER STRUCTURE. DETAIL -'TEMPORARY SEDIMENT BASIN 1 RISER AND. TRASH RACK NTS l REVISED PLANS PER COUNTY REVIEW COMMENTS. 1 TJW 02114103 I 2 j REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 08;F29/03 3 ' REVISED- PLANS PER 'COUNTY REVIEW COMMENTS. TJW 10113:103 j 4 I REh/ISED PLANS PER COUNTY AND ARB REVIEW COMMENTS. ! TJGtI 1I107,f03 N0: REVISION BY DATE , NO. REVISION BY DATE T EAil PORARY SEDIMENT T RAID VARIABLE ORIGINAL 1 VARIABLe.- I GROUND {, I ELEV. 1.. o 67 CU. YO.✓ACRE VARIABLE ry •� 67 CU. YD./ACRE a' MAX. (EXCAVATED) FILTER CLOITH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS-1 RIPRAP t CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN (FEET) _ 6 X DRAINAGE AREA (IN AC.), g� DIVERSION DIKE l) // COARSE AGGREGATE EXCAVATED r / AREA ���-�°° /FILTER CLOTH--_ _"COARSE AGGREGATE SHALL BE VDOT 43, 9357 OR tx5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 T EN1 PORARY DIVERSION DIKE Compacted Soil _ r%AfCi'e t�istuctus�i3c'L 18" fr)in.� �2 _ low 4.5' min. SOURCE: VA. DSWC PLATE 3.09-1 GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 1i3 MIN— GRAVELk(12"MIN. DEPTH) RUNOFF WATER WITH SEDIMENF I =L =-------------------- EA111111 ts 11= li ►' , r a o MIRE MESH SEDIMENT FILTERED SPECIFIC APPLICATIONWATER THIS METHOD OI' INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND' UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT ##'3, ##357 OR #f5 COARSE AGGREGATE. GRAVEL CURB INLET SEDIMENT FILrFER GRAVEL FILTER'k I 12'— RUNOFF WATER WIRE M_F SI-I r • _FILTERED NEATER A a �► Ira v O ! IT SEDIMENT CONCRETE GUTTER —12" CURB INLET - SPECIFIC APPLICATION TITIS b,IETIIOD OF INLET PROTECTION IS APPLICABLE AT CURES INLET'S WHERE PONDING IN FRONT OF `I'fIE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SIIALL BE VDOT #3, #35 7 OR 5 COA.IZSE AGGREGATE. SOURCE: VA. • DS1YC TE111 FORARY FILL DIVERSION t— T I I CI nnr- SOURCE: VA. DSWC PLATE 3.10—`1 PLATE 3.0 DESIGNTJI�!Y. PROJECT: T �� '�, REVISION PIUMBER: EN(mNEEptsDRAWN BY: VEMO SI Y©R 7TJ1rtr ALBE ` E CO, GINDRAWING rVUME3ER: PLANNERS TITLE. 0.31 04 REVrEWED BY: EROSION & SEDI ME�I T (I COIN ROB DE 1 �AI LS �` 4 ANZ�oklfml Ts T Jul 147'I4YMLPJI3fL'>'EROAD WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: LYNCEIBU_RG, VIRGIIYI A 245W PlION& 434532.6 75" 201094.00 1094EC4.DGN CIVIL NONE I2109102 3- OF 41 FAX: 434.5d2.079, 1J> CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1 1. SET POSTS AND'EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. It Jill 11611F FLOW —J II�f=�""" JIIII.II' " 4" 3. ATTACH THE FILTER FABRIC TO THE:WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. / Jill - FLOW ' II IIII= EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRL� I IIII �I� ''fIRE�j I • �i SOURCE: Adapted from Installation of Strati .and Fabric Filter Barriers for Sedimernt Control PLATE: 3.05-1 Sherwood & Wyant 1 ROCK CHECK DAIU1 2 ACRES OR LES$ OF DRAINAGE AREA: 1 a', � 6 3' FILTER CLOTH ( UPT I OVAL) r (DOWNSTREAM VIEW) VDOT u1 COARSE AGGREGATE FLOW , 33' 2-10 ACRES OF DRAINAGE AREA: )" • tt F 6 33' FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW CLASS I RIPRtAP SOURCE: VA. DSWC PLATE. 3.20-1 SPACING BETWEEN CHECK (DAYS A. L = THE DISTANCE SUCH THAT PIOINTS ,A AND B ARE OF EQUAL ELEVATION SOURCE: VA. DSWC PLATE. 3.20-2 1 CONSTRUCTION OF A. SILT FENCE (WITHOUT WIRE SUPPORT) I. SET THE STAKES. 2.. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OII' STAKES. j 6' MAX �� 4„ 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. �1144IIII � —IlL IT FLOW. �I '� III � ,.,. • I SHEET FLOW INSTALLA`i'ION (PERSPECTIVE VIEW) j FLOW j ` fT POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRO'NT ELEVATION) SOURCE: Adapted from Installation of Straw 'and Fabric Filter Barriers for Sediment Control VA 0W PIATE. 3105-2 Sherwood, and ifyant SAFETY FENCE PERSPECTIVE VIEW i��=i�i�i�i�=�i�i�i�i11.i►�=i�i�=zi=i�' I� � ' • • • SOURCE: CONWED PLASTICS z VDOT ROAD AND BRIDGE STANDARDS VA. DSWC SILT FENCE DROP INLET PROTECTION 2 X 4" WOOD FRAME DROP.. INLET _ 7WITH GRATE V 11' JI c +^� 1.5' MAX. - FRAME 3' MIN. .•-� I I I I — l I GATHER ESS ATCORNERS PERSPECTIVE VIEWS STAKE t FABRIC — ' ILI . _ IIII 11 MIN. o III _ —o•va A I 1 ELEVATION OF' STAKE .AND FABRIC ORIENTATION DErI'AIL A SPECIFIC APPLICATION `PHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLETDRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEEP OR OVERLAND FLOWS (NOT EXCEEDING I C E S.) ARE TYPICAL THE METHOD SHALL NOT. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual', 1988 I REVISED PLANS PER COUNTY REVIEW. COMMENTS. i TJW 02114/(03 2 REVISED PLANS PER COUNTY REVIEW COMMENTS. i TJW 081291/03 .3 j REVISED PLANS PER COUNTY REVIEW COMMENTS. ; TJlnt I0113/'03 j 4 I REVISED' PLANS PER COUNTY MID ARB REVIEW COMMENTS. I TJW IIlOTf`03 i I I I I N0: REVISION BY '' DATE N0. REVISION BY DATE PLATE 3.07-1 •:1 u:i 1'rl VI :11 WIRE n Ial ;iI FABR FABRIC 1 ;;1 1JI LINE POST ,:il fii to' nux ` N. COItCRETE GROUND LINE - BRACING Foul No PERSPECTIVE VIE METAL FENCE PLATE. 3.1-1 TYPICAL TREATMENT - I (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR SLOT NOTES fob APPROXIMATELY 200 STAPLES REQUIRED PER 100 SO. YOS. OF MATERIAL ROLL. ANCHOR SLOTS. JUNCTION SLOTS & / CHECK SLOTS TO BE BURIED 6" TO 12". . '12" MAX..'A:I OR FLATTER 6" MAX. STEEPER THAN 4:1I I JUNCTION SLOT "D— �? EDGE AND END JOINTS � I TO BE SNUGLY ABUTTED CHECK SLOT" I (JUTE MESH WILL HAVE I TERMINAL FOLD STAPLEDLAP JOINIIN I I LIEU OFEDGE JOIN - LAP JOINT 2" MIN. I I I II I TAMP FIRMLY (JUTE MESH ONLY) ANCHOR SLOT I I I 5 MAX. 11.1 OR FLATTER 3' MAX. STEEPER THAN 4:1 -I I 6 " -TO 12' I I 1 i I I I 11, I f- I I I I I —� 'CHECR SLOT I I 2 TO ;? TAMP CHECK SLOT I I I I II I I I I FIRMLY vnR• 'VAR. �I 6" r0 12" 6" TO a" MIN. PLAN V I E W it IJ STAPLING DIAGRAM STAPLE FORMED FROM NO. II STEEL WIRE. '"'CHECK SLOTS AT MIN. 8' STAPLE MIN. LENGTH FOR SANDY SOIL. 50' C-C INTERVALS*. 6" STAPLE MIN. LENGTH FOR OTHER SOIL.,NOT REO.'D WITH ALL 'COMBINATION"BLANKET'S JUNCTION SLOT .� TAMP TERMINAL FOLD FIRMLY ' 2" 6' TO 12" -w 12"=� TAMP FIRMLY „ 1 1 4.1 1 1 1r r SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36 PAVED CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 3" SM-9.5A ASPHALT 171YMIN, FTOP COURSE �— EXISTING TA 2IPAVEM ENT 27— � -Ilr�ln� FILTER CLOTH 6" MIN A \ —W MIN. 21A rn-P', r+ T B'�/L�FPT()Nl AGGREGATE BASE EXISTING; GROUND 70' MIN. —+" :(.12' MIN. •. —� POSITIVE DRAINAGE F TO SEDIMENT "TRAPPING DEVICE 5l: MUST EXTEND FULL WIDTH OPERATION OF INGRESS AND EGRESS PLAN VIEW EXISTING PAVEMENT _._.. ___... SECTION A —A NOTE: A MINIMUM WATER TAP OF 25.4MM (1") IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 38.1MM (1.5") SOURCE: ADAPTED from 1983 llaryland Standard's for Soil erosion and Sediment Control and Va. DSWC Plate 3.02-1 TYPICAL ORIENTATION OF - TREATMENT - l (5)OIL STABILIZATION BLANKET) SHALLOW SLOPE - f ON SHALLOW SLOPES. STRIP,QF "i rl- 1 NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. -rCln-�rn�m--�tr�1 BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, I _ BRING -THE MATERIAL OVER THE BERM AND ANCHOR IT i -loll I� BEHIND THE BERM. `-!CIE 11�, Itl�rll ril STEEP SLOPE k ON STFFP SCOFFS. APPLY PROTECTIVE COVERING PARALLEL TD THE DIRECTION OF FLOW I�jjjjr„1Ljj ) AND ANCHOR SECURELY.. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE4 —� TERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT '12" INTERVALS. DITCH FLOW IN PITCHES. APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF �j THE DITCH IF AT ALL POSSIBLE. SOURCE: ADAPTED FROM LUDLOW PRODUCTS RRncHURF {F- G���� SURVEYORS PLANNERS As, SO ; : S DESIGNED BY: T PROJECT: � RE APAI �T L� OR ALBE MARLE COUNTY,, L REVISION NUMBER.: 4 DRAWN 8Y: TJGtI DRAWINGAIU)�1BER: , :, Eu5 TITLE: EROSION & SEDIM'ENT COIN ROL DETAILS REVIEWED BY: TJI 14'fMILL ItI GF—R'.OAID LYNCHBURG, VIRGINM 24502 PEIDIQE:434.532'.6175 FAX:.434.5a2.6179 WWA NUbIBER: 201094.00 FILE NAME: DISCIPLINE: SCALE. DA>E: I094EC5.DGN CIVIL. NONE' 12109102 SHEET NUMBER: �0 QI �l , • NOTE ALL CLEARING LIMITS SHALL BE SURVEYED AND MARKED Ex, WATER TANK_� ... m-- -._ ._ . __ _ ____ __ _ _ _ . __ _ _ _-- ____ _ _ WITH WHITE RIBBON AND ORANGE SAFETY FENCE IN _______ w �.-. r, J`•'a )r (TO BE REMOVED) _---_M __ ACCORDANCE WITH SECTION 3.38 OF THE VESCH. ----- -- -" "" EXISTING TREE LINE TO REMAIN V __--•--_--_,.•- _- __ _ W4.13•P3 1-QCX TREE PROTECTION FENCING _�__ __-- 185 FIX 200 CSX 110 Jcx %�-LJX 4-WPX 2-SMX PLANE ::;RID NOR T w� _ ______ _ - 52 5' OC 4-WPX 3' OC M CX 11-LJX _ -1z,4z76_:zm; 1-SMX J X 3' OC 3-JVX 1-SMXU ~180 CSX 4-JVX 1-DCX-SMX 3-WPX 3-DCX 2-KO 2-DCX ZONE/--JV 2-WPX 1� HAD ......-...--'-•-.-.--•-� ]-SI4X $ 3 _.... 3-WPX 1-QCX '>> / - - -.. ' .-• c�:.' <, tr -t-rr -•--� 's. 3-JVX �, . a _ - - r ,� �,.3-SMX ... , rd ' t . w< . -� ' 28 JCX 4-JVX .,. •-• ,.., ... _ - - - - r rtz!tt� _ -`�` � r - I � -� - , J `r'w4r Jai' !/ - - --- '`%11h40• __�k. �f,i�. ♦`', `,\ ® ]-tip. (/1"w. '�.'�J....... ,�'^+' I NOTEe LELKOVA TREES n = _- / 25 FIX - V 3 OC � .. �•`X % / � t+, ."' .- t / \ I r/ /� 5-MCX 2 J X �� ,,.. -, _ _ ;i x -KDX 5-IBX /.`y.- NOT INCLUDED IN COVERAGE - 3-DCX E2 5 oc - �� - / u-Mcx 1 „ t . AREA TABULATIONS. ° - ' �- 6-LJX .' , � � =-- �Ir '/YIf ,tFra!�r� - - �,' °'� !j' °•.. A / _ 1-Kr I I 97-MCX � i / 3 S • •t ,,. ;r•-gr,C��'rt,�,,i,�,,i r_ _ -- - � � ,,1 (ice _ � _ . �� , • �� _ b r , �_u r ,E / e' r/ / _ "9rr - - 2 '_ - i -_- _ l \ a • . , .rt - - - - ,, \' --`\--- - HI ' ------' ----_" __.-__- _- W ,� : j j , rl , I ry iknl -- - --�� SMX 3 KDX 5-MCX 6-IBX -MCX 1-KDX- ' 2-KbX / 2-KDX 7-IBX _ '\1�5M7(- `_., / .{, �• - �;r; r- __1_P-S- _F � �i.�_: �-_-._:- ::_____:�L '>z--'------'•_- � J' � ,•y�•,�; t 1-MCX 9-IBX 10-LJX g- �� \' - I I !" ,I' \ F• - -- - ' s 6-IBX(' / 7 1CX / - 1-SMX LII4ITS OF D1lSTl/hBANCE, . ( _ _ s 1 , I. -6-IBX 6-MCX( 3-WPX I I 11-LJX ; ' I 13`IO CSX _ I I 111 FIX 1„ ;� I j _ - - .� I - ;<YS' /� td® asi 1 I 2 I 4-MCX . �! t 3 1 i 1-KP I ® l �` a•• ; ,,, I /r ,> . !e 2-DCX l 1 90 CSX ' '- -j 29 FIX I o I 60 FIX t G l� 3 OC I 15 OC I ` �< / •� /� lI I I � 3' OC / - .{ I �t 5' OC fe:.r'::'.J,,: ����.:� \ 1 , K �S� 5 oc j I I ;•y f, i�: l \'14 - -3 •,\ a'i ! <S t 1 1 -KP- k i `uc• \ ,I,�,rr_...____..__.__-_..____-______-..._._..__..__,_{,1 _'_ C--_- i____.____.________-_____.-__..___-__,_._-r.-____ _..- _ 1_._ ____..1-.__.___..._.._-__-____.____-__-.___. _.._ _ __-___________-_ _. ( - _�.L____i.•r.i-T' 1 ,Y \ , - ^i�q/ \'/ ( //�/ n\ '� \ �,/i , -�, H -- -✓f;�1 `-) -fil-1I "1 1il'i II I i I ''2 e-I- - I� ---I _i IF, -I, - -•---- =--I. _-. .- _-_! ----- - - rI .1'Zl"i 'I° -! - -- --I -D- - !_IL.__--'- ---[;/ -- -' - -E ----i -------1 -L-,!'-•--I ---I -----. 1 - __ l _ r_. • t ''t \ _ °\II 1I L1 ' r; 5,•- c\\- /f a:• -r,' •lyj.%' �'�.�;�/'{�.t < 1 00 JCX5C2 3OC I j I Ii i` 6 ti ter-- : d • _ - / \J co lu i` I` 1 / K l° , p I• .a I / ..F I, �r 9 [' •I , I �I r I I 1 ] i t' - 'i1 (ao.� / \ `= i 1• I 7 .r�--r____�_-. I .� f ,, li \ _- -. i _ A!�r ♦ � � l _ t" ' I I - a f p� �J/�V !\ ,` n-'f' 1 `y l'-"I�:C{1Y,rlri , II '\''� i \ n i ••�' ----- \�.\. I '\ - ,� - 7. , %'1�J' r i-.�: .-#-�lC d✓ - ` 7 a� ., - p 1 \ ( ' <z,^ t-•• _-+� 1 y- .� __---�-1= ,•:: ;;,. - ,,: -,•,t.:,,, `:;:, ',,. I I 1 ,/ % ci / ,<i`�, �, a / / - - , ,t, o - I + !`. I I! 1/ •ii I I ��• :' i lI / /! I-KPs__ 1=KD %1; 3-K2 ins gP�1 i'I -- ! - --- - - - -- -- / - -- - - - - - - -- - ....- I- -- --- -►- yr,�� 9 7-ZS�- / ,1 ', [-t'1 - /` I � I ) '/l•- ° - if (' '_ � 1 ..���J / ' ` __ •�ji '� �I r•+ r / 7-TO O ail,'„ t + I I I I - - _ „ - - _ : - -- -- - is - - -�1 -r- r-' I ! i ! I i 'I' i j i' , I `. ✓ �, ''' / •,d,>.' rl � G \ �'��� 9 9:•' ,r,..r=...G - ip�....°♦j o� � o o ati 1 I _ ,i, --.- ,., �; , • / ` . o o j,t - r� �'i �.,\ I ;-� / - : _ ��' - - - - 4a _ - - i � T- -KP � ! 2� T I r ��(1 % ,`i a- O I _ , , .I4 a, � {-__._ � - - _ ;1 J,<,• ,,.� ,1•: I ,,. .1•. •Jr•. ,,, Q ( �•' p I..r� 9 v. \ o / -- -- �> t! 1 I IL -- 100 FIX �'!. - • 1. 1 }} 1 1 .U. • i• �n I I - 1 ' v 1 - i, r i 1 � / 1 -r \ I . I i 1 'i"'- t rig • \I I 1 i , TREE PRO 1 r, I I - TEC ('ION FENCING 0 0 0 j I0 .o � � �.; , =`�� ,. .' . ,:• =., ,_ = J, o : �.. �: +" '. i ` t \ �•Y 4� \ '• .t .• ; .. j•• '.\. ;t:: : •.. , r I ., I ;:t. � .. �• �a j _ -�',' I! 0 t � �,=?� •;� ��' I � I. I�t-- 340 CSX - \ \ �\ I '3 - AS-i _ i <• \ 1 t 1 U 7 I J-_ y - ew� - a elr- I .o A 1 w r •s< ' f �, �. �`<•. :y - - =�.' _ _ti.r.` l ,�, •I. .� ,' 300 CSX r f c E�3G 1' I "\ - - - I •t J I 1 r' ' •9 1►1J11! t r ,, ! ; 1!' r � X `\ � : ,• _ i •' _ ..__. _ \ - �u _ `, �� .;_ - --- ------ ----------- - _.-1 l l ___ -E 1 ,: 1 � - � ° •" f :1 ;r i 0, �3 / � .= ' (, � i` ��, '1� a\1S '.-' I ! � 'I I •Y_ _'/ \ \ _____ � ! I I -�^ �`�•', ,I -KD � �'� '�' � �`� � .,/` _.•:- t � ..0 I �, ` 1 I ,r l i � � p , • 1 1 - 1.8 i \\ r '\ 1 '_�_1-_ � ! ' I I ��•�/ : a � i I I' � . � .! _ �. .. , �. �, 9 r i:' � /!• ! 9 /' \ ./� / I `� \ )t I '� >.� I ' I --- °L 1 _ � , -- 19 �`\, K �,_,.._ ,a� I I � I � I I I 1 I�,t/���i -� � I I I� � i �, �' _ � 1 \y '/ � / .�/ 9 ! % ' \ , - 1 i 1 �� L•1, ( 1 1 `T. � � - J ', - p I - � I C' . ( � a ' Y. 9-GCd •/ �,:` ': i. - ._,� c � I 0.. -- - - j ;S - a \ � `V. - i -1 '" `ll I -• � .;J r , i ^ :/ / ff : •% �;, ! 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J. ..,,y_ I , i f , I I ( J I , ♦ i I I I ,_L._. i I ! ♦Yl\ 1 .i I I I I i -i 1\ I ( I J I� ' 1 I -�- i , - /_. •U �` ,1 \ 4 ` Q 5 D ` ('i( '\`, �' .,,a♦/.! , ;\ �� 2 _ s.-Pb �' _ `=\♦ ,� - - 1 J I. 1`. 1� 1 i I I I I I `rL_ LC.= -+--.-- I ♦ r I D 1 r- -- r-_t7.i) -\.. •-,'_r. 1 �,i I {.i 1, l T_'----1 � -f, , --'{'-$�:f!` _.'V;'iO3_L� - t3' �• / F i I' J ' ! _.. _ a,{ a.. =✓ - - .- - ' - - - .;:i•. t - -+. 9 - y-- - .-- _ -t - - 'I - - Jt>- -ro--L---i�•-\��/- l l a 1 % j ^`�. ♦!1 `' �'e- `�� � _.� ', j - _ r ' j I - 1 ,�1 .I ,.gin/r (� 14 �J '1' 1 li` I I I. I I ( t' I t i ` `k` `••I 1�'�-��� .J i ��•• I 2 I t r! ! �'�� 14D'77 ulI_I222-DC-24_�jU 5 MC 4-MC o I I - - -- - _ O 1 K - t I r --' ;r-_!_ I t ! �e' I 7 JV - 6 JV I 1-SM ` .i >'`\ 1',:\ .; 1 13 JV 2 ---- Y�. 2-SM \ ti - -\ / ._\ ' O / /-�l'.i ♦ { /.- r i ` j,\ \ �-� ..{_"_�_-I r •�..� 9 i / ',1-�'%, 1• I 1 :�� .. �i �: �/ � KY t1•t`'ir•O� \ ,'� ',t \ / %' r it f/ ,•i'^'� : �_�_�� •�. � t \ \ I I '[J! '- li I ' 4 ;lJl 1. t` �1 j �` - _ _s3_EIX - ---- - -'" -----;`� \ / r I x \ � \� i. � ie•' ,� \ /` ��,�`\ \td \� � t • 151 FIX ,• r CONSERVATION NOT I, 11 y ;' �' r`♦ sr,M'' - �, ��x /� -- - ��-DG 4- \ �x, \ r 1-Dc /�/, ,� .�� 510C- w ! ! t i/ / �i \ I •J J i -' '`IS \, 'i, ,c 1 / -- - - s.,� .`�•,r,.�-, - j •T: i ` •'/ /' i'� , r d,'•' \ '-r" ,� -• ;!.- \ 1 I lii,� L , I D D T.I cl rM - D . IF THIS DRAWING IS A REDUCTION MARKINGS: \: _ � I I I I � � � I K I ) � I �- �.. l .' �. � \15 MC \ \ •I � /� !�'j ; ��� y. ✓�..�' p t c ' t I .!� ; t ' \��:' 1 _ it GRAPHIC SCALE MUST BE USED ALL TREES TO BE' SAVED SHALL B W °� `° '` `' - ,rt E MARKED ITN PAINT OR RIBBON AT A HEIGHT ka LAMLI V1S1 L rt��� UNTIL THE TREE' MARKING HAGS •BEEN ��Mc�e �- \ �`• TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN , 2 KD INSPECTED AND APPROVED BY A COUNTY INSPECTOR, PRE -CONSTRUCTION CONFERENCE: ` �`�\`/ \ \`\✓� f e i-DC \'ace ,TREES PRESERVATION AND PROTECTION MEASURE SHALL BE REVIEWED WITH THE CONT17RACTOR ON SITE. Ku , z-DC !z-rD4c wP \�`f Q �\ EQUIPMENT OPERATION AND STORAGE: I �\ \•\ \\ \ `,�` \ HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUD(NG SOIL SHALL NOT BE' PERMITTED WITHIN THE DRIP LINES OF TREES TO BE SAVED. 1-wP 8-MC • 1-DC ' SOIL EROSION AND STORM WATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 7-M 2-wP FIRES: 2-WP FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DIP LINE OF TREES TO BE. SAVIED. TOXIC MATERIALS: 18-MC TOXIC MATERIALS SHALL NOT BE STORED WITH IN 100 FEET OF THE DIP LINE OF TREES TO BE SAVED. 13-MC 2-OC � '. 2-DC PROTECTIVE FENCING: TREES TO 'BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIIVITY SHALL BE v 3-WP PROTECTED BY FENCING. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AIND APPROVED BY A AREA INCLUDED IN PHASE 1 DEVELOPMENT: 20.19 AC DEDUCTION TAKEN FOR RECREATION AREA PROVIDED IN PHASE 1 DEVELOPMENT (ALBEMARLE CODE 32.7.9.9(C): 0.95 AC AREA IN PHASE 1 DEVELOPMENT REQUIRING TREE CANOPY: 19.24 AC PERCENT OF TREE COVER REQUIRED: 15 PERCENT (0.15 x 19.24 AC = 2.88 AC) PROPOSED PERCENTAGE OF TREE COVER: 18.3 PERCENT (3.53 AC) ALBEMARLE COUNTY CODE SECTION: 32.7.99.b.3 TOTAL TREE CANOPY COVERAGE PROVIDED: 79,498 SF OR 1.83 AC TOTAL EXISTING TREE CANOPY COVERAGE PRESERVED ON SITE: 1.70 AC TOTAL PROPOSED TREE COVER: 3.53 AC PHASE I IMPERVIOUS AREA' (ROADS AND PARKING AREAS): 4.74 AC OR 206,474 SF INTERIOR LANDSCAPE REQUIRED: 0.05 (4.74 AC) = 0.24 AC OR 10,454:4 SF INTERIOR LANDSCAPE PROVIDED: 30 GOLDEN RAINTREE x 380 SF = 11,400 SF 9 KOUSA DOGWOOD X '128 SF= 1,152 SF 24 FLOWERING CHERRY x 77 SF = 1,848 SF 35 PYR. EUROPEAN HORNBEAM x 69 SF = 2,415 SF TOTAL SF = 16,815 SF SHADE TREES. REQUIRED: 1 TREE PER 10 PARKING SPACES SHADE TREES PROVIDED: 489 PARKING SPACES/10 = 49 SHADE TREES 44 SCARLET OAK AND 8 HORNBEAM TREES COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. s~\`� 4-MC PLANTING SCHEDULE I; TREE WELLS: 3-wP WHEN THE GROUND LEVEL •MUST BE RAISED WITHIN THE DRIP LINE OF TREE TO BE SAVED, A TREE - WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 'TREE WELLS: 1 10-Mc WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP LINE OF TREE TO BE SAVED. { A ITREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. TRENCHING AND TUNNELING: al 3-wP ;y0` ", yi w si I9 WFIE14 TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL. BE DONE )AS FAR AWAY FROM 9-MC THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE (CONSIDERED S -AN ALTERNATE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. ' CLEANUP: tii a3 PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING FINAL CLEANUP. NOTE: NO LANDSCAPING DAMAGED TREES: SHALL BE PLANTED ON NOTE: FENCE & GATE AROUND THE POND STRUCTURAL SLOPE OF DAMAGED TREE SHALL BE TREATED IMMEDIATELY BY PRUNING FERTILIZATION OR OTHER METHODS ECOMMENDED SHALL BE WHI BLACK VINYL COATED / 50 0 50' r � NOTEe` Q03' OCXr/ LOW MAINTENANCE SLOPES 2:1 OR STEEPER ��� - -. - - - - - - •- - � SHALL BE PLANTED WITH GROUND COVER PLANTINGS AND/OR VINES IN ACCORDANCE WITH TABLE 3.37-C OF THE VESCH. i KEY QTY. SCIENTIFIC NAME/ CAL, HT, SPD. CON. NOTES AREA PER TOTAIL COMMON NAME TREE IN SF AREA LN S TREES SbiX 13 MAGNOLIA.GRANDIFLORA 5' B+B STRAIGHT TRUNK 143 11859 SOUTHERN MAGNOLIA JVX 23• JUNIPERUS VIRGINIANA 5' B+B BRANCHED TO GROUND 16 368 RED CEDAR KDX Ill CORNUS KOUSA KOUSA DOGWOOD I S' B+B FULL CROWN STRAIGHT 'TRUNK 128 2'176 Nfcx Ill MYRICA CERCIFERA 24" 3 GAL. 24" SPREAD 44 11,884 WAX MYRTLE QCX 14 nuLRCus COCCINEA 1 1/2" 10' B•1•B FULL CROWN 370 5,180 SCARLET OAK 1YPX 32. WEHITE PINE 5' B+B 118 3,658 CSX 1,880 SCmuicr MWER livulAAlL csC0170 m RR 12-18' 12-18" 2 GAL. FULL BUSBY CONTAINER FIX 1,�,w FORSYTHIA X IMRHEDIA 'ARNOLD DWARF' ARNOLD DWARF FORSYTDIA 12-18' 12-18" 2 GAL. FULL BUSHY CONTAINER JCX ' .638 JUNIPERUS CHINENSIS 'SARGENTII' SARGENT'S JUNIPER 12-18' 12-18" 2 GAL. FULL BUSHY CONTAINER IBX 55 DAA BURFORDIINA 74" 3 GAL. 24" SPREAD HOLLY I,JX OI JAPANESE LJ PONICU(d 24" 3 GAL. 24" SPREAD BY A . CREE SPECIALIST. CHAIN LINK FENCING. SEE DRAWING D-2. DAM TOTAL: 18,125 I REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 02114/CI3 ,I1LT p� 2 REVISED PLANS PER COUNTY REVIEW COMMENTS, TJW 08/29/(03 3 REVISED PLANS PER COUNTY REVIEW COMMENTS. TJW 10/l3/G13 • O< ^ / � • 4 REVISED. PLANS PER COUNTY AND ARB REVIEW COMMENTS. TJW 111071013 U TRRE PNT . WARNER 5 REVISED PLANS' PER LANDSCAPE PLANNER COMMENTS. TJW 12102105 6.31204 6 REVISED PLANS PER LANDSCAPE PLANNER COMMENTS. TJW 12/I2/03 ��O /�2x,/63,' T REVISED QUANTITIES OF PL,MIl'1NGS. TJW 12/I5/03 , �S#ONAL��� - N0, REVISION BY DATE NO. REVISION BY DATE - FAX: ' PLANTING SCHEDULE TOTAL AREA IN SF: 18,125 + 61,373 = 79,498 KEY QTY. SCIENTIFIC NAME/ CAL. 11T. % CON. NOTES AREA PER TOTAL COMMON NAME`' / 'TREE IN SF AREA IN SF 'TREES AS 10 ACER SACCRARUM 2 1/2-3 " 14 B+B PULL CROWN 'TRUNK 195 7,800 'TEMPLES UPR1C}!'1'' SUGAR MAPLE STRAIGHT CB 35 2 1/%-3" 10' B+B FLL CROWN 2,415 PYRAMIDAL DAL EUR PEANTIGATA HORNBEAM STRAIGIII' TRUNK69 SM 11 MAGNOLIA GIWIDIFLORA 2" 6' B+B 1,13 1,573 SOUTHERN MAGNOLIA iv 33 JUNIPERUS VIRGINIANA 6' $+B BRANCHED TO GROUND 16 528 RED CEDAR KD 27 CORNUS KOUSA 2" 12' B+g FULL CIiOIYPi 'DRUNK 126 3,456 KOUSA DOGWOOD S'TRATGIIT KP 30 KOELREUTERLi PANICUTATA 2" 8' B+B FULL CROWN 'TRUNK 38U 11,400 GOLDEN RAINTREE STRAICII'1' LAGERSI'ROEMIA INDICA ' I,iUL'TI-STEM 77 693 CRAPE MYRTLE 3-4 STEMS M.) MC 169 MYRICA CERCIFERA 30" B+B 24" SPREAD 44 6,996, WAX MYRTLE IJS 24 PRUNUS SUDHIRTELLA AUTUMNALIS 2" ' B+B MATCIIING SPECIMENS 77 1,84D AUTUMN FLOIIERING HIGAN CHERRY QC J13 t1UERCUS COCCINEI 2 1/2-3" 14' B-1-B FULL CROiYN 'TRUNK 370 2t,460 SCARLET OAK STRAIGHT TO 30 THUJA OCCIDENI'ALIS EMERALD 7' B+B BRANCIED TO GROUND 10 300 ARBORVITAE DB 22 ILEX CO@NUTA 'BURFURDII' NANA 301, 5 GAL, 24" SPREAD 14 306 DWARF BURFORD HOLLY ZS 7 ZELKOVA SERRATA 2 1/2-3 14' B-11-D FULL CROWN _ _ JAPANESE ZELKOVA STRAIGHT TRUNK wP 22 PINUS STROBUS 6' B-1'B _F 118 2,596 WHITE PINE TOTAL 61,373 DESIGNED BY. PROJECT: AVEM®RE APARTMENTS ENT S REVISION( PIUti1BER: ' �VEMORE 7 DRAWN BY: ALBEMAR LE COUNTY, VIRGR41A _ DRAWING NUMBER: TITLE: LANDSCAPING PLAN REVIEWED BY: TJW WWA NUMBER: FILE NAME_: DISCIPLINE: SCALE: DATE: SHEET NUM'BER�:: 201094.00 1094LI,DGN CIVIL 111=50" 12109102 41 OlC` 1