Loading...
HomeMy WebLinkAboutWPO202200003 Plan - VSMP 2022-02-28 (2)SITE DATA: TAX MAP PARCEL AND OWNER INFO: 07500-00-00-06300 UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904 TOTAL SITE AREA: 544 ACRES LIMITS OF DISTURBANCE: 1.90 ACRES ZONING: R-1 RESIDENTIAL CURRENT USE: BIRDWOOD GOLF COURSE PROPOSED USE: RECREATIONAL TRAIL UTILITIES: ACSA DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED BIRDWOOD GOLF CARTPATH PLAN VSMP PLAN WPO 202200003 REFERENCE SUB201800113 CITY OF CHARLOTTESVILLE, VIRGINIA o2/zs/Zo2z R0g0 . O! PROJECT LOCATION -D VICINITY MAP SCALE: 1" = 11000, OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: CHRIS SCHOOLEY TELEPHONE: (434) 982-4848 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: (434) 327-1681 APPROVED by the Albemarle County Community Development Department Date 03/02/2022 File WP0202200003 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PHASE I C3.3 EROSION AND SEDIMENT CONTROL PHASE I C3.4 EROSION AND SEDIMENT CONTROL PHASE II C3.5 EROSION AND SEDIMENT CONTROL PHASE II C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT PLAN C4.2 LAYOUT PLAN C4.3 LAYOUT PLAN C4.4 LAYOUT PLAN C4.5 LAYOUT PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C5.2 GRADING AND DRAINAGE PLAN C5.3 GRADING AND DRAINAGE PLAN C5.4 GRADING AND DRAINAGE PLAN C5.5 GRADING AND DRAINAGE PLAN C6.0 STORMWATER SUMMARY PLAN C6.1 STORMWATER SUMMARY PLAN C7.0 STORM PROFILES C8.0 STOPPING SIGHT DISTANCE L0.0 OVERALL LANDSCAPE PLAN L1.0 LANDSCAPE PLAN 11.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L1.3 LANDSCAPE PLAN L1.4 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL SHEETS = 33 STORMWATER MANAGEMENT NOTES 1. SEE REVISED BIRDWOOD GOLF COURSE WPO 201800016 AMENDMENT #3 FOR STORMWATER QUANTITY AND QUALITY. 2. THROUGH COORDINATION WITH ALBEMARLE COUNTY ENGINEERING IT WAS DETERMINED THAT WP0201800016 (AMENDMENT #3) WOULD BE PROVIDED FOR STORMWATER MANAGEMENT OF THE BIRDWOOD GOLF CART PATH PROJECT. 3. ALBEMARLE COUNTY COORDINATED WITH DEQ TO ACCEPT THE GOLF CART PATH PRE -RE -DEVELOPMENT LAND COVER AS IDENTICAL WITH THE GOLF COURSE RECONSTRCUTION PRE -RE -DEVELOPMENT LAND COVER, WITH SINGLE EXCEPTION BEING THAT LAND COVER VALUES ARE REVISED WITH WPO 201800016 AMENDMENT #3 TO INCLUDE ADDITIONAL IMPERVIOUS COVER (0.53 ACRES, TURF LAND COVER CONVERTED TO IMPERVIOUS) AND A SLIGHTLY LARGER LOD (1.67 AC. INCREASE, ONCE CART PATH COMBINED WITH GOLF COURSE RE -CONSTRUCTION PROJECT). SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVAL DATE 0;7�h U\.MAX A SHOW:ALTER l.ic. No. 0401-057151 ` 02/28/2022 Jj rj4 Ui 0 0 x c7 0 0 x W W_ x Q z 0 0 0 r am O cc t7 t- F- LU w z g g 0 E E H 00 a U U U 000 z U U O a of a a LU Ow Lu > > w w DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALT SCALE N/A L2 1 a �a LL C7 Uz0 5w L.L S U J o O 0 w J a rna 0 w m J a 0 0 0 oC m L ENGINEERING JOB NO. 49370 SHEET NO. C0.0 7A GENERALNOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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 MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) SITE PLAN LEGEND 101 WATER STORM PIPE 100 STORM MANHOLE 100 DROP INLET & STRUCTURE NO CURB CURB & GUTTER _ = LIMITS OF DISTURBANCE X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR r TC 725.94 PROPOSED SPOT ELEVATION O PARKING COUNT GRADING TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS FC = FACE OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 1.ALFH OF 717% 2 0\'.%TH:1�' K SHOWALTER v Lic. No. 0402057151 n� 02/28/2022 �Ar ass/(J NAl _ M E 0 N u N C > E w a E W LL o 3 oL6 Q<j UEO W J-N ., WN am, v 3:j �x na a ? LL EA V v LD C cn rn O N � M a� W J mH V) 0 0 x U' a0' H W x U z O 0 O z O f f z z W W z g g 0 P 0 0 ZA z z 0 0 0 zuU o a a > 0 0 Lu Lu U) > > N N N N w 00 (3) ao N 00 7_N 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWAL7 SCALE N/A z a .j a. 2 a Q J Z a > Lu U � 0 LL Z o Q Z J U Q LLJLu (O� `/ Q w [0 -1 a O Z O O �0 LL 1H 4 co L H JOB NO. 49370 SHEET NO. C1.0 FIGURE A-6 SPEED TABLE Ramp Up A Table rl A SOLID WHITE LINE 24" _ S T 0 P(TYP, Ramp Up I- h— 12 STD. (VARIES) R1-1 I ram. :a•• _*' :'•• a"' Flat "table" afea 22' 0" NOTES: Cross section AA 1. For appropriate application, see FIGURE A— Subdivision street characteristics pertaining to the selection of traffic calming devices in this document. 2. The flat "table" area length of 11 feet accommodates a typical passenger car wheelbase entirely on the top, but if extended may accommodate other vehicle wheelbases if desired. A length of 20 feet accommodates a typical single unit truck (AASHTO SUMO). 3. Per the 2009 MUTCD: i. Section 3B.25 —speed hump (table) markings are not required but if used they must comply with options per Section 3B.25. ii. Section 2C.29 - warning sign W 17-1 is optional but if used, should include the advisory speed plaque (W13-1) and; the sign may use "Speed Bump" instead of "Speed Hump" 4. Leave gutter pan open to facilitate drainage. 5. A 12" wide, 1" depth grind around the perimeter of the device is recommended in order to allow the surface course to be keyed into the pavement for a more durable application, particularly for snow plowing. SPEED TABLE No Scale NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING STOP BAR DETAIL NO SCALE SOLID WHITE LINE 6' 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 201.04 SIGN STD. U POST GALVANIZED POST TO BE DRIVEN SIGN AND POST DETAIL No Scale NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% d ° 4 ° r 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale R= u C4 CONTROL JOINT SPACED AT WIDTH OF WALK NOTE SCORING TO FOLLOW TYPICAL PATTERN AS REFERENCED IN SITE SPECIFICATIONS UNLESS OTHERWISE DETAILED IN LANDSCAPE PLANS. COMPACTED SUBGRADE EXPANSION JOINT AT M8X-9J=- ,' PREMOLDED EXPANSION FILLER CONC. WALK 4" 21-B STONE 2.0" VDOT SM-9.5A (PLACED IN A SINGLE LIFT) 3.0" VDOT IM-19.OA (PLACED IN A SINGLE LIFT; 0" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE (:::=:)DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale MIN COMPACTED SUBGRADE --------------- DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION Asphalt Pavement Restoration Detail for Open Cut Utility Installations Mill & real ors 12- min. T-6- min. 1.5- min. 10' min. NOTES: " Asphalt Concrete Surface Material SM-9.5A for ADT < 10,000 SM-9.5D for ADT > 10,000 The district administrator's designee shall determine the restoration requirements for other pavement types. ** Trench width and pipe bedding shall be in accordance with VDOT Std. PB-1 *** 12 inches minimum beyond the edge of the trench on longitudinal open cuts, or 25 feet minimum beyond the trench centerline on perpendicular open cuts, or as determined by the district administrator's designee. Date: August 27, 2014 Saw -cut existing pavement to the full depth of asphalt 11 Asphalt Concrete Surface Material* Mill & resurface sss \ 12" min. Asphalt Concrete Base, Type BM-25.OA Aggregate Base Material, Type I Size No. 21A or 21 B 7.5" total asphalt concrete pavement depth or equal to /the depth of existing asphalt concrete, whichever is greater Sub -base course depth shall be 10" or equal to depth of existing sub -base, whichever is greater " Bench Horizontal and vertical surfaces 6' Bench shall be tacked with RC-250 liquid Min. Min. asphalt at a rate of 0.1 gallon per SY, or as determined by the district administrator's designee Select Material Type I with minimum CBR = 30 0 Class I coonbackfill material in accordance with Section 02 of the Road and Bridge Specifications No. 26 or 27 aggregate pipe bedding in accordance with Sections 205 & 302 of the Road and Bridge Specifications a* �`ro.9. F `, c p�.1TIL%N M SHON',�LT -R y Lic. No. 0402057151 02/28/2022 �¢ NAl M E 00 M U N � N C > E Q A. 0 LL — Wo a �w u m d i p N C7wN� �OQ LL Ln2 CN = U > aLq CM 0 0 N N M M- 00 J vi s 0 0 x LD 0 0 x F > w Z 0 in s 0 0 r H H H w w z g g O 2:2: ~a 00 U w 0 0 00 z U U O Of Of to a a >oo w w w W ur) ur) LU Lu DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY 1. SHOWAL7 SCALE N/A z Q J 2 a J Z I-1 `i I— i �.I..I UDC) z Q LL J o Z U Q W O < Uj W 0 Q J az 0 0 0 HMS W JOB NO. 49370 SHEET NO. CI.1 L /I // lilrli�^-'-'• JJ!' �f \_ /. lul - IJiJiI -� li Illllinl�rlj)I'If-- i II 1111\1 \\\\( 1 1 I I' \ , •I( I ( ^I II /111// - l�l/�1it/ !I ll1' fl , I) l l l -\ >2PPG. W. 70099DU(PLAT) _ (\ ) _ �eG \ \ \ l \ SCALE V=100' 0 100, 200' w �`JC�`• �LI�H Off• �,i ?Cl. .� 2 V\. THAN 11. SHOW.III he. \n. 0401-057151 ,tee 0212812022 �q� . IIIS F a\ E 0 N U C > E a E w W 3 LL L o Ww In Z Z O q,^.I fif Q<j Uco Z wb _j O g g OU OU W N V H (.7 J u�� Q Q K ce v LL W 0 Z) 00 7 N= c N z U U V � LD O IY IY C V7 H d Q. S N 0 0 a w �U)(n w w It //✓%/ \\\\\\\ /, � / ` /) // � _ ` \' / •\ \ \ \ \�\`�O �\ � \ -_- \ / ^I III\\ 1'\�\ \ \ L In IN O %/ / / - ,�f/� /i //�,#,{ / 11 � � • I\ I N H \�\ _ \ , \!\\ _ ;�/- \� \ \\ A �I LIP / /J O N N \^\ \ / / e\\ �.. - - -_ _% " ` \ _� \ \ I I IL�1111 _ w w 0 0 `\ _ ii "/ ► - • ` ! '£ I 'I\\\ - - \ l l �_ Vic- \ 1 1 111 I(II Il,ll, �J N N l� // 11 �a�1�1 // / I _ �,..• �j�\ _ ` ®J / _i 9\\�., °\\\\ // d % / l 6106 llj l i / \ r` \ I\ \ \ \ 1l <y�e Si \\r \\ \ �[ / \ J - i - 1 / / I ED4M CENTER _ r � 1 \I 1 +�lll 41 IIIII llll 1 \\\\\\ � � O ~O 0 l% \ \\ l \ c6?Z9_ p� _ ®_ / S� / I 111\\\\\ to \ = - \\-1 I I I II b\ \ \ , / j, \ "• \ \ , 7 \ - - / /•r \t,\�"-s-=s- r % \� 1 \ - 1 1; 1 1 111 \ \ \\\f DATE 1 I /llll ! /l l \ / \ , I ( \Ir \_'^- • ' // \'\- L - _- - 1 till ll 111 41 I IP \II \ ,\\ > i l 111 • /// J I I 1 \ \ 1 IY 1 1 / I / \ \ \ \ �\ / I / // / _ _ _ a I f I / \ I 11 /l SPo It / I I _ ` 1 \ ®- o /-' / ' --- - _ I l / 1 I I Ip�1 _ _ � —_ i -\ /i / /r 1 l I 1 I I \ I 09202021 RTS COA1f er �� j /1/jl'1 j 1 1 \ \ \ \ 1\ \ \ \\ �\ 1 11 \ \ r \ . f - 1 @ r . I 1 I © r \ J „I \`' 1 / 1 / I (/ 11 I l III 1 I I 1 O `�\1\\\/l //I I l I'��II •' %1\ I I / I \ \ \ � , \\ / / 1 ! / / / �, • \ / 1 / h / �/ / / I / // } DRAWN BY _ I 1 1 1 1 I f K�555///III p• I \ \ \ _ � _ " �\ ,-- � \ ) r \J _ / J/ / /_ _ I I / / 1 � II \ �\\\ll� / ✓-'i ( \. ti \ \ ( ( /,. L qGE $ l 11 / � 1 rl/' / / ��// - \•_ --__ � -- \ `Jil A.MABEE , l `/f 1 II I 1(11 Illl I'llgl I' II //// \D 1 S1 1• \\ \ , ///r' ice' __ - _ DESIGNED BY - - _ ---` _ I \ \ \ t \ \ \\\ ` / /� //�/rc \) _ - - - `i' _ \ 1 1 \ 1 / 1II1 I I1/// %/I I I [ I //J/ / • A. MABEE - '-1 \ / l*' I / / � / / r 1 N. \ \ I \ \ - \ \ J / / / / I \ 1 r \ \ \ \ \ 1 1 I I I f 1 I / CHECKED BY SIORTS ! / <-\ \ \ 1 ( \ _, _ �� _ ` tT-//// ,///// 1 1\ J /I \ \ \ I II 1 I II I ` \\ \ \ \ \ \ \ ' \ 2 \ ` \p /Ci//i/ "'�'/, 1//l' \ � �1 1 /�I�l/l -\ ) \\ \ �1 \ �\\\\ \ IIII IIII III I I'lll / \/ 111 1� _ _ _ \ N.- _ _ \ 1 I / I I / J. SHOWALTER '� _ \ \ \ ------ _ _ _ / // // / - \ \ ' \ \\ \\ \�' 1 I I I ; \ 1 I l I \11 / \ 1 II / r C04lP � / J/ / \ill I' I I � � I I IN\ IN / \ \ \ \ \ \ \ \. \ - _ '-- _ - - _ -` \` \ \` - _ _- /. / // / l _ / \�� 1 �.. 4 \ \ - \ \ fl ^ \ \ \\ \\\ \l\\\ 1 11 III 11` II,I 1 \ It II r It • SCALE e I •�- 1 I ',-` \"" 1 A°d \ \ \ \ \ \ _ - `� ` \\ \ ) - \` C / \ \ \ \ (\ \ I I I j 1 1 I' \1 I I I 1 d c 1 l l / ®• r I / I, \„,/ / \\ \ \ \ \ \ - _ - _ \� --\ - -_-,-_ / p Ii \\ \I l 4tu J \ \ / ,1 l \ 1\ Ill \ \\\ \\�'\ Ill I 1I 1 • 100' \\\o [ '// • _ _,� 1 I II I 1 1I I // \\\1 ♦\ \\� -\.,�—``�_`\\��\- _ �.__ __=/ �� / /i• - \ l =� ` 111 ` 1 II`\\ \\ \\( \\ \\ \ 11 1 \ \ \a. f- - _ _ I1 \\ \l� \ 1 \ /_ •\\ > JJ `Jo/� \)) -- ( [ l /® '\� �I I� �•° III\` \- \\ � 1!,Pf^` ) l l r� _/ // iee r l = ' I I I e �•\ \ �_ _ -JR- --\\ =/// �/ \ \\ I Y.7\, S _ - _--\'1�- \\ \ 4 \ \ \I! r\i \ ----_ \� ` \�\ \ �\� `\\\\ \\\ \ �`-----' ♦/ ' - `\\ \\\\ \\ NTMP \ \\ 11 I 1 \� 1 \ \ 1 \ \\ i \\\ \ \ \ ! / l� / / ••/l%•-\ % f IJ l I \ V� r [ I \ 1\\\! ✓ 1 \ \\\ .(' \ \ \ -cam \ _ _ /�U�IWERSIM OP VIRGIN FO°°N Ti(1�\ 1 \ 1 \ \ 1 \ \ \ I 1 l \ /\)I I! /_\ '/ ,1 / l fJ / /�'� ! I//1Ir ' l ,./ �ll lII (\( "•'\ \ ��,•\\\/ \ l` Y'1 I_ )I \\\� �Ir \\ O\�] i� '•2'��- \ \\ ' // ��_��._ _ \ \� \ Vi �\ f I / 1 111 ) \al\1 w \ \\�\\\��\ `\\ IIIII'` / / / / 11/ / // >L\J Ji/!%1/lI �\`, \\ J/ / \\\ \ \1:'\\` \`\�\ \- _'�' ��-_�� `\ `\ ♦\`� \ \ '/i \ 1 1 \ /r / \ \Illlll \ - I\ Ill I l \' - / 4662, RG. 5V4 57 (P,{AT>) I I I' I / / I I1 _ I / 1 1 \ \\ / l \ � � I \ \ ` � \\ \ r / _ .• - \ � s 1 r f3. 'jPG.AO (91AT� I I 111/�/ 1 �11I ^\ \ \ 1 \ I I I I I I \ !/ /D.B! 7 > \ \ \ ♦ / / 1 I \ N r \ /\\ / \ 11 \ ) \ \\\I / / //' / - I !/// 1 \1 R 1 \1 l _ _ \ 1 I \ \ \ � � - _ \ _ _ - - ` � _ / ' r/ O ` - __ � i/ r tea., l i / \ 6 1l \ \ \ \\ \ \\ llfr _11 11 . 1 \\ \\ ' / j1 ` \ _ , /,r�,� r / /p6'! /,l/ 11 \ \ 1 \\ 1 1 \\\ r I /ill . ,\\ / Il/l //I \.\1 \/ %�IIt:� I _ - - - -- - _ - _ _ ,__� w.,•; , \ \ \ "l `• I \�•l ) III \\\�\\\\�\ \ \ I J ,\\\ J� Iflll`�// 11)r-�j ,�J/I` `�� 1\ �\\\Ill f//I( I l \\\\_�i1/I�r'^ \ \\-\`\ \ \ // / ///--' /// �'Csi ���L�i! I \ \ ',^\ \ \ \� \ -)l 11 / l'l AiII, / //i '/ •\\1611 ` �// r '/ DWU(H; \ l ! X 1 \ \ \\'! \ \ \ _I %i 1 \ �l� l� //j 5--� / J �J II I -_-_-- _ 1 _ — _ _ �\ -�.�. y ���_"�R ' 4.0 '/bl/ ) \ \ \\I1N\ I - _ / ma's / / r , ! r y / 1 / J' / r / I \ \\ \ IN \y` \�\\ ( , / // J -ii r/1 i4 �'\\-�i i 7 / '/ `\\\\\\\\ \\\\♦\\J/\•`\\\\ \��\\ -/ J /ice= ��� - _�-_'/ ���/l/ \\� \\\\ \ \ ////')1/�\\\` / \ 1 / i% /� - '-✓ IF /' \_ - -, `` \\ \ // l �� l J ll l \ // '�_ ��'�-\ l/1 /J°/ ! ///'' ' r ✓ %11° I/ \ \�91I\\I \\� \ 1,1 \\)j N-, \111 I/1/1}'�;�Z Y�1l !/'r _ r/yiii /��/� '/�� \i \ \ i J� ♦/ - --_�/� • \\ tt if / / / \ \\\h\f // ) !o/ p !�f / I 1 �L 4'C�_-' N. \\\\\\ \•\\\\�\`\\1 \I I�•'=�\` /J����, ' _ / /�'/� T' `\_[ I'� ' <-CR�AT - r-�i''= a_��\\Q ��\\�\r[mll `, m•_�_JI _-_�' \111�1�\ / 1,1 \\\ \\\\\\\ `\ fIIli1 I\Il, `•\ 1 \ '\ ^r_ 1\l1 _'Y/ /iJ/ /1 '`C�\-1R$ _ _ APPROXI TE LOCATI OF XISTKG T NE OLUMN \\ \\\\\\\\lll lll, \1�\ \°/\ \11 I °! !f',1-\,//%/ / /i-\ ; ///4�\// \___--_a\�� r-� __ / / � r�]__�/.,� j�J�/// �/�/i'J�/ ��/ ---� ��R�F Y/ \� ` \\ � - ✓/' /' ���/�ri,/�/mil J/ / / I l C\ � V/ PA'o�.'e6c TION FEx iNGws� evc T/-� �I..L z \\ \ \ \ I \ \ \ 1 I I � \ 4 _ �A � A o.rl nur�sca@- -9' 3 P i �� / / / _ '� \� °O"i�J' / _ _ \\ \\\\ II\ \ \\ \\ 10.`:\�_ \\ \..\ ,/ - \�` 1 , II / !/// , \ \ \\ (I1 \ ram- - \ / / /rr/ / /_---__�_- -- �i��/�i - /•\ �\ 1 Z g/ � �I ! / / / (\� I /-aePRaXly7luE LoyA'neNer E�rs,mG sroa€ /� 1 _ _ �9 _ _ \�\ -\ \\ �/ / / I�\i/ \\),III I,111 / I / / 1 / r'•/ -•\` \ �, I l\\ \ -r �' -\\\\ �/ - -coTuM�/.�, / / , /I,i/ /�/' J r` 1 `•_"- =''�'/ \\ 11/ 111)IIIII I/11111/I 111 /l llI I / / / / ,' \ ( \ 1 \� / \ i //% _ - �`\/ y _ \ / rr �� % _- -\ E - =T- �,l / a \. F_ t \ �` \` l/'lI/\1 1 \\ �'/i%�% / /// / /'�-_`\�\l ♦e '' ( _ I \\ II r )J 1 I\ \ \\_ \\I \� ^[/ h ///II/ / / / / _ \ \ \ \ J ///!'i - r' 1\L , 1 / l/// / ll /1f l!I FI r/ �// / J /� / /� / \ \ \ \ 1 I \-/C a �'�$� / ��^ry�yy J r \' / r /' / /! A }/ J / ` \ IG%IJl //l / I/ -- 1, 1till .Jr�i.� � -/ / J�L�j"_ \� -� �-=_-=- =' == _ \\1 � \ 1 � l/l /!l / l ,/ /,/ r l I, i,! , l/, , ._ �� , , \ I \ /// 1 , ( /' �\T= 7 -// / \ °\ / _— "` II \\ 111 U z I I ._�// /l � / l/lll,:`l I I / / / \ �\�. l // \a - JMlik3-✓ /%'/' _-\' J / 1 / \ ` ) / /r ''tea n B(q/ % /[ ( .. / , ) , _J lI 2' l / /l // / l l / 1 / r \ l ` \ _ lilt I / I N1V�RS`T1rOF j�GINUrFOUNDiT10N / / i i r / �_ _ - _ _ _ ♦ \ \ I I ,11 I - \till lll/ l 1111//l/j1/ 1' \ \ Y\�=-\ IIII !11 �� \\ //'�//';` `1 I 1 /J /^ �`-__-i��-T-<1<1��\\\ I \ 1 / x2r - - ; Ill IIIII D'.B: 4f562, PG..574; 57i (-LAB � � _ _ \ I11 � U 1 / 1 _ \ - iI a ° I 111 / _ _ / 1 / - _ _ _ ll ( / / / \ 1 \ \ \ 1\111 IIII IIII 7Cq,rl/ \_D�.1933.PG�801i5(P7A[L/ ,j// / r/ /� _/ \ 1 /! / / /!l _ s,kr1 11 / /, /i'� 1 . \ O // /// / ! / �/J', ..pp I II I IIIIIIII +. ` _ -D.If27i2 PG.325/ / --- / / / '\\, / I 1 -�N 1� )t % % 1 I/ rn -\ \� /!,.6, 'll�lF,! lr lI///�// ///!// /., ! I ( \ \_ \ / -_ iiiI IIII III III III l \ ®\``_ ,��//"\_-^ o ! /,//,// __ .e ///,/ i/ �U V 3 \ / 1 I \ l / / o / / / // / / / / / / ( / / ! _ / I / ' / I I 1 1 1 _ �.8: 1D55, PG. 7�,� / I ,/ I 1 \ ! o mI Q ! I ! I !l l / ! / / / l J i \ \ ! b / I 11 III 11\I 4.6--750, PG. 372_ ' > 1 / // \ _ \ '\ f / 4 / J / ' \ i /' y _ ' ` \ \ J z l / ! , 1 1 \ I I I 1 1 Ill _ / \ _` __ - 'C\ o \`\ /I 1\) 1 l\(`m fll/l/ rl/ r(II IIIII/I 11// /1///� ///J//! Jr 1 l r..-`� \ \ 11 •--/'/ IIII 'II Il I`I\\ �Y 0�.-D.B_453,_Gff_8fi P - 1•� �� - 1 / //'r r )_ \\ 1 1 // / r / / / \ \ IIII 1 1 1 Il \ LL�Iflr C \ / / i _ _ A 1 ,` 111 TAIP7`43 \ \ \\ ` /// ' \ `l 1 1 1 \� 1 I _ -o- ' / / 'r c i' // _ i %' Jr _ - _ '' \ O < 1--L _UWERS� OF VIRGINIA FOUNDATION \ \ \ \ \ \ \\ / / ` \\ 1 11 ,11 1 I 1 \\ \ / / / __T31RDWO0DS.OLF-001'1RSE'- Q L {5EK,1662, PG. 574, 577 (PLAT) \ \N, s-c+ / c\ \\ r� IIIII IIII / �, r 1 / l III I IIII 1 1 , / / / / (n -\ // 9 \ 1 11_5k4.�-ACRES / l / > I \ ` \ ( /iii� i. .Y /•-- ��\ )Ilflll' \1 \'r\ JdA //lII I /till l / , l/l/ IIII IIII III1111Illlll!ll //l//'///// // J 1 % J ,B:B.2933tPG.80,85(PIAT) \__ i 1 11 !/ / / / tiff B. 27� PG. 325 _ \ / \ l ) I I IIII aj _\ \ / \ _ II I 1 11 1 1/, `�II)IIUt`l// \\� 1\)\ Q I --I z \ // /Ill I l / I / `! II 1 4 11111-I 11-I I /, / / /J, J ! / r•/ , / , P6, 271 ( _ / \ \ _ _ 1 , i \ / .i _ ,111 11 �1 111 I / / _ - ` 1, ' //- - _ - I \ F D.B. 1055, V 1 \\ - 1 / / / .-r / rr / / \ 1 \` / / \ 1 / X / / / / i / Ill/ / / , �l O // li III/ I� IIIIIIIIIIIIiI�I-:,///////// / / ter_/ D.B.750,PC.,372 \ `\ / // /C"� / I11 1�11��/l�ir�lllll 111 llllllll� c\ 1 I / I---' 1 J) I oo J° /�/j///,�/�__ _':`\ \ A 1 1 ll.\ \� /' 11 II\\ \� /I ® w IIIII / / ! D. 453 PG. 85 (PLAT) - - _ \ ! .�i 1 1 r // / / _ //� // / _ _ J - ' \\\ \ 1 N O I)II�I I/I I/ // / ! e' , 1 1 / r I! /////lllfl I)111 111 11111I1 1 I I I 11 / / f? / J // , / /// r /r _\ \- \ '� 7 l I / / / ' / / / ! / - BIR WORD GO w.1,I u \ _ / 1 ' �IIIIIIIfIIII/f 1/11 �ll r�/i / J / 1 1 1(nll, 1/rl I 1 �I II 1 Il 1 'r r / . - o .1 / / :r , if I I l l II l ' / / _ J J / I I I �\ / II 1, 1, 1 1 1 I 11 I / STORY BRICK // / r r , ) I I \ I I I II I 1j1,111'I!(I,l ) , I / / //' / , r 544.Ot `_ _ / // 1 1 \ /�/// ll II IIIII'r /Illl\` �//� =i//l/ , I1 1 / 1 ! \. T_ I I ! \ / I I I 1111 II 11 r° _-.-/ \ \\. 1 I I 1l /i-' r I / I / / . / / '/ = / / . - \ \ // r I \' ' \\ I I 1 �f 1 I 1 I ll 1( / / <, / / ^ , , _ 1 \ \ +-! / / IIIIf III I I /, / 1 =/ f I I 11 1 _ I ,S; BUILDING / / r / / /. /, / 6 / . / ^ f / . - . / , Ill° / 1 1 i\ \\\ x :. /If \ --•\ I I !! I \v /\ 1\\ la u .,l• / l / )ll • l�l/ / .J /'1 Ij111111 IIIII 11 (Ir// 1 \ IM J I! llr \ 1 \ '.� I ,// j // // /^ ®1 `r I lI I �\ l\ \\•\ ` / / \ \ / r/ 1(\ l I / 11 I 1 1 / / // \ I I N I I I / I I 1 •1 / l l I l / I / k /�r/ \iillfll IIII' I I( 11 11 \III ! / f / \ , \ 1� I ,� /1\i/i \\\ %// I I 1 1 J I I I r_. _ / / / / // / / J/ J ` o\ _'.; 1 I °> I II /1 \• II \ \\ ` I � // I / � / ` �� / /I' l/ / till y/ / I � 11 I I I l I / \ \ 1 /r / / / � / / / JP// /// \ \ It / 1 \ \ \` ` 1 l 1\\ / /% / 2 / T, '/ 1/ / / / / \ \ ) >° 1 I I -i \ 1 l \\ rr J 1 1 I If J` / g /I� 1 // ,/1 I \ � I 1� I 1 I \ 1 � /, / / / / / / 1 /// \ � � // ll I I \ \ \ 1l \ /f I \�(!!//off'-(,(II\\ \\\\I\'\\I I (' I ,cewcs,�n /,ID.4�� \ I� 1, �\ / / ///♦//// /// l l / /r♦ ////' I11I1° / \ \ l 1(1 ..� \ I I / / f4��� i �1///// / \ \\\\\\l\11 \\\(\\\\\\\ \\\\�\\ 1 I �' `_/ l I 1 !f //I / / / (.,1 I 1 / l I I 1 V \ \ /J \ \ - / ✓ // / / / / l f I l �-�I/// •� / 1 I 1 / // /J,I+.I\ // \ \if \ \ 1 II\\ •\ li /�%/ \1�\\\ __ / /// / ®/ 1 ✓ 1\1\\\\ \'1 \\\\\\�l\\1� \ \l %' J l ` /-=�_\ ' / (IIII + 1 \\�_ �• 111/ till I 7• \ 'I Il�� - \ , I 1 f l ///! ) Ylfl' ! J6 !/ '\ _ \ \ L.V 1l1111 it 1 \ \ \ \ \ \\ \ 11 1 / \ I 1 / II \ it `'f, i / \ - - / 1 / I IIII / ( 1 ! l ! ( 'I \ - \ \ \ \ \ \ 11 \ \1 II / �//lll 111 I( F-1 1 � _ / 1 I //1, I LI /iv \ ` 1\,. \ \ \ , IIII I ll 1I I I I 1 / ` \ �.� I \ \ I !, l l /' a14�IIV / 1 I ( 1 r l' �' 1 �! 1 \ ' \ - - \ , \ \ \ `: 1 Id 11 I l I IIII I 1 \ ' \\\ - ` ` ` \ a /l / 1 !!I / I 1 1 1 • � ,(� Y 1 T012h'l RK I I • ¢ � _ , � _ _ / // l 1, r 1 1 / / 11 • I /! d 'v 1 I \ \ i I / \ �\ \ \ \ / j11 ! / / /! i / l\ Jt / / II`, 111 ) I II I I r-`\ \. 4 \� \ \� \\ a I l//I, �I1 t \ \ < r 1 / illll 1 11 \ \\ \ - \ \ � '/i�/'�lll1 1111111 till/1/Illlll \ I'', IN 111//!!till/Ir111\��\\\ l 11 A�Eiv�IET\�y\ ,I � �. ` �.6Y' /'! / �I 1 1 ( f / 4oflrl,/ // /( \ \\\\\\\ \ �\�-'_-\ \� \ \\ / -//! _ '// lI/ !• l /III J)1 I / \ / r\ \[z \ I his)• I \%1!/ / I , /( \ \\ \I 1.1 \I , \ `b'.1 CK�\ _`-� // / 1 1 \ \1\'l l I \\ \1 I I \`\ <o\\l\ // \\ \ 1 I \\`� 1 /,///// ,l_,/, lll\ i \\ l 1l \ _ 'Oc \\"+' ! \_ - Jr / / , ,IIII I I \\ �� \\ \\\.\ -\ �•_\ \ I1 \ �/ 1 f l l 1 \ \ \ 1 QUO ' 11 I I I I I I I I \ \\\\- l\ // !�I I / I .• \ /J/ / ! / II ( 11 \ \ \ Ir \\\\ \ \ 1 \ J _/ / r•, / / I ° I ( 1 ( 1 i as / _ `� _ I �/ II r ( / /� ,' 1� /( \\\\�\\ \ ♦l` \\ \ \y� \I\`I� '/r _ I ♦ / / 1 II /all \_\ \\ \ \\�1``� \ IIf l 1 r 1\ l J 1 I1111 .\ \ / _-_• p i� lJ r \ //( p ` \ / / I \ - _ [ I 1 _ 1 \ �- / / / / / 1I1 / / ` C > �_ \\ _'/;.I \ '+\' �- 1 \ l t _ / /• \ \ _\ --/ _/ // ® /b { \-cL _ - ( // / 4 i 1 / 1, 1 / C , 1J r / / I \ \ \\ \\\ \ _L \ \ \\\\\ I �� - _ - ,\ >)/// /// !\ \+' \ -tic �\ \•• - _ / // / /'// / \ l f{/Q'H \ ;/ r/f \ c \ \\\ \ \ \ ��' `\ J I I 1 \ \ `, li ��///�. A'r� \ \ / \ \ ✓`!•/ / /� / _ / / 11 / 1/`\ \\ , (J \ //11/(1'\`\` _\\\\\\ I d (1 \��� �\ \\ ` / /// r\✓ /� �/ /// 1j I/ I )\ \ -\ ♦`l \ \\ \ \ \� \ _ / / \ \ 3 \ \\` \ \ / \ .�/il ♦� -i r_// / / / /1 /:jl \ •,\ �•-� � \, ®�I` \\ \\ \\ \�\\\ \\\\\\\ \\\\\\,\\\\\_\ \\\�\_ _ \ -/ri ��1// / i � //.-.; // / ///°/ n1\\11 � \ \\\ \\ \ \ I I)( II pl°I 1 \ __/ I 1 I 1�\ \ \ 1 \l ` 1\\ \ \ \ \ \\ \ \ \ \ \ __-♦ -j /r / _ l_� �\ -\ \ \ \ \ \ - \ \ \�_ - \ �\ _ r r / � _ ' // JOB NO. n I1 - I \ 1/ �1 �// .. 1 / r I TI - I y l l I I i \ \\\\\1\ \1 \\ \ -�,\\ __/ / r �__� / / J %I J `1 I I I f 1 lI 1 1 ) \ r/ l/1 )%11 \Il\ / \ 4 1�). r \\\ \ `�\\��t\1\J1 111 \\ \\. \,i` \\ 1\`-_ //'/ /_�/ /--_ /r/il / '1 \ 11 /\ \ ` \ l \ \ �:� aY�=s%/� //J lr/ I 1 l 1 \1 1 u,es' \ \\ \ \ . a_ '/-./ / _ / /'..r/ // // I /- \ ^il l\ \. \\ , "tIll \\\ \\\\\\\ \\ 49370 b \ \ \ \ \ / 1 _ / / / / / 1 \ \ 1 \ \ \ 1 1 1 `�°- / 1 \\\ ` \ ` ` ` N \ \\ f l l \ \ \ \ \ - - \ 1 - _ r r / r-s / / - _ / / / i r s/ 4i/ \ I \ \ \ \ 1T� \ \\_ � \` \ \\\ \'\\\\� \� N. Jr�r / / _ / I- /r ♦/ I I \ l /! ! I \ \ \ 1 l 1 1 _J \ \ \\\ \ \v \ \ �. \ / / r / _ / / ✓ r ,/ i / / / l I I • \ 1 1 \ 1 1 1 \ \ l 1 \\ \\ \ \\ \ \-\♦ \ \\`-' \ 45�' / // r / ////"'%�/ ' ///'/ \ �> 1 l \ \ \ ` I 111 \ l \ \ \\`\ SHEET NO. )l�l1I / I 1 \ I 1_ -4�\�` ! 1 i ) I / ,\Il! \� \\\\\\\ \\`\\\\\\ �-\ / -s // - if / / r // 1 \ Arl 1 I l \ 1 \y\-\ I I / , II / / 1111\`J, \ \\ \ \\\ \ \\_ \ _ \ \ \ / ' '• / .'/'_ /'�- '/ / // 1py/ / \ \ ) \ \ \•\ \ \ 1\ 1 \ \ \ \\ \\\ C2.0 X \ rl /` ( i \ - \s 1 S Y' RK& �JN / d/ / _ - // /•S`/ r '\ \ 1 \ \ / I \ ' \ \ \ \ \\ ` \\` \ ` F? \\ \ \ \ l\\ l \\ r J r / r ..?fir r 'rii r, r ' / \ 1 \ l \ \ \ \ \ 1 I \ \ It ) \ \ \ \ \ a i' m 0 a m f: L EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION A NEW APPROXIMATELY 6' WIDE ASPHALT, CONCRETE, AND BRICK PAVER CART PATH AT BIRDWOOD GOLF COURSE AND ASSOCIATED UTILITIES AND SITE WORK. LIMITS OF DISTURBANCE IS 1.90 ACRES. ADJACENT PROPERTY THE NORTHERN AND EASTERN PROPERTY LINE IS BOUND BY RESIDENTIAL BUILDINGS. THE SOUTHERN PROPERTY LINE IS BOUND BY BIRDWOOD LAKE. THE WESTERN PROPERTY LINE IS BOUND BY BOAR'S HEAD SPORTS CLUB. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A GOLF COURSE. PERMITTING THE OWNER SHALL OBTAIN ALL REQUIRED STATE AND FEDERAL PERMITS INCLUDING VDEQ INDIVIDUAL PERMIT, VRMC GENERAL PERMIT, OR US ACE NATIONWIDE PERMIT (WETLAND IMPACTS) ETC. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED AS PART OF CONSTRUCTION. CRITICAL EROSION AREAS THERE ARE NO CRITICAL SLOPES ON SITE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS STORMWATER WILL BE MANAGED THROUGH THE SAME APPROACH AS THE BIRDWOOD GOLF COURSE PLAN. SEE WPO AMENDMENT FOR INFORMATION AND CALCULATIONS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. 4. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 5. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIEMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PRPOSE IS TO PREVENT SEDIMENT FROM LEAVING THE SITE. VEGETATIVE PRACTICES: 6. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 7. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 8. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 9. MULCHING - 3.35 APPLICATION OF PLANT RESIDUE OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OFTHE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I `e 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO 2 THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CULVERT INLET PROTECTION, INLET PROTECTION, SILT FENCE, AND CONSTRUCTION ENTRANCES. u 3. FILL AROUND AND OVER CULVERTS MAINTAINING FILL DIVERSION TO TEMPORARY SLOPE DRAINS PROTECTED WITH CULVERT INLET PROTECTION. 3`0 4. AFTER ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. $ 5. ROUGH GRADE PROJECT AREA. i 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. S. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 3D DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. 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. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. 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-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE 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 BY NONERODIBLE COVER MATERIALS. MS-13. 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 MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 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 OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. 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 15 TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS- 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 2D - ALBEMARLE FINE SANDY LOAM, 15 TO 25 PERCENT SLOPES, 25 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: C 3C - ALBEMARLE VERY STONY FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 35 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: C 4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 14D - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 14E - CHESTER LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 15D - CHESTER VERY STONY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 21B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 27D - ELIOAK LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 29D - FAUQUIER SILT LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: C 34D - GLENELG LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36C - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36D - HAYESVILLE LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 37D3 - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47D - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47E - LOUISBURG SANDY LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 54C- MAYODAN LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 65B - PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, 48 TO 80 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: A 88 - UDORTHENTS, LOAMY, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES 94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B TABLE 3.31-1B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 PS (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) ' SEE SLOPE STABILIZATION SEED MIX USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE " SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. IS PERMANENT SEEDING MIX FOR PIEDMONT AREA I No Scale 1.ALIH pF QN.\TH:1�' 4L SHOWALTIE v hc. No. 0402057151 n� 02/28/2022 �Ar M E 0 N U > E w a E W Q <L 0 L Ow0 ,`a ,ti Q<j UEO W J-N M WN am, v z_� 3:j �x na a ? LL EA V v LID C � O N � M d � W J m� V) 0 0 x cD a0' x W x U z O 0 0 am OC H F Z Z W W Z 0 P 0 0 u 0 0 0 Z U U o_ a a > 0 0 U) > > W W N N N N W O O o� ao .�I N 00 . All 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWAL7 SCALE N/A L H JOB NO. 49370 SHEET NO. C3.0 SILT FENCE CULVERT INLET PROTECTION 0 `m TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50150 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET PS (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 50-100 1�111511111fi 1.0 TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP ` 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) *SEE SLOPE STABILIZATION SEED MIX ` USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. TS PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale ERNST CONSERVATION SEEDS RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 BOTANICAL NAME PRICE/LB COMMON NAME 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 'FASTBALL RGL' 'FASTBALL RGL' (TURF TYPE) 20.00% PHLEUM PRA TENSE, TIMOTHY, 'CLIMAX' 1.20 'CLIMAX' 12.00% TRIFOLIUM HYBR/DUM ALSIKE CLOVER 3.25 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 ALBANY PINE BUSH- ALBANY PINE BUSH - NYECOTYPE NY ECOTYPE 8.00% AGROSTISALBA REDTOP 8.00 100% MIX PRICE/LB BULK: $3.61 SEEDING RATE: 40-60 LB PER ACRE WOODLAND OPENINGS THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE MIX WILL NOT. SLOPE STABILIZATION SEED MIX No Scale DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FENCE FLOW **OPTIONAL STONE COMBINATION 1l15 j ' I FLOW 2.5' "VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP HORSESHOE " WHEN HIGH VELOCITY OF FLOW CIP IS EXPECTED CULVERT INLET PROTECTION No Scale SF 1. SET THE STAKES. +f� FLOW "" I 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 2. EXCAVATE A4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. SILT FENCE No Scale PCE SHEEI FLOW INSIALLAIIUN (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) WIRE SU .ro�uE 70' 1eIN.-- —� ''ONSTRUCTIGN -CGE55 - 3" SV-2A AS1`HALt _0P COui2SE I- I, PAS V PROFILE STOtiE 70 MN. CCNS!ilJr„110M1 ASPI-IALT PAVE A ,.LESS \ WASHRACe: 4" EXIST.NC. 2% 27 ! PA'/FVFNT , 2% 12' M,N_s f t "VUST EXF NU FI;' WIDTH —V - -P�=SITNf ORA NAGF TO SEDIMENT OF INCRESS AN- EGRESS TRADP-NO I?'VICF OPERATC'J PLAN j-� 17' VIV -- �{pli_JS VE NNrY„E TO ;IMFNT . _ .vF'b`S1P4:1J[°SCDPTHn". '�@�•n. IhA F'INU DEVR - FILTER CLOT II-� -- SECTION A —A A nnitlim un water tag of 1 itch nutst be installed with a mminnnu 1 nlch ballcocic shutoffvalve .,uppb mg a wash hose witlr a diameter of 1.c inches fir adequate coaEtant I res. •tu'e. Wash water mast be carried away- fiom the entrance to in approved aettluio area to remove sediment. All sediment shall be prevented flout enteniri2 stone drauta, ditches or watercotuse�_ PAVED WASH RACK IN l PERSPECTIVE VIEW PLASTIC FENCE v PERSPECTIVE VIEW PERSPECTIVE VIEW METALFENCE SF 3.10 SAFETY FENCE No Scale y?'� .tit��r�i�i?f� —"•f � GRAVEL FILTER 111 12 RUNOFF WATER WIRE MESH FILTERED WATER e. a., SEDIMENT CONCRETE GUTTER CURB INLET 1z" ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. IP STORMWATER INLET PROTECTION No Scale SILT FENCE DROP INLET PROTECTION 2 X 4" WOOD DROP INLET WITH FRAME GRATE r FRAME 1.5' MAX. _� 3' 7 MIN. GATHER EXCESS ��� AT U CORNERS PERSPECTIVE VIEWS I`Iq ��f DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. F `, C o y pN.1TILaN M SHON'ALT-�R y Lic. No. 0402057151 02/28/2022 �¢ 0NAI F F W W Z � � 0 2: E O O vrr vI z z 0 00 zvv Ln a a 0� to to 55 N N N N W O O N N Q O W .-I N 00 DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE JOB NO. 49370 SHEET NO. C3.1 6 5 a h L PAVED CONSTRUCTION ENTRANCE No Scale STORM DRAIN INLET PROTECTION No Scale /��- ---- _ �\ 1 \ ! / I ! III11 � 1 1 \ \ _ " •. / / /'/ \ \ i l 1 1 / I 1 1 7lr1`1r, ' I,I ^ 41 ,L II/ / \ \ \ r- _ \\ N, if /'/ \` ' i 1 / ' 7 '• ``_ / / - ' �J�� \ llI/\ \ q` _- \`, I \ \ I 1 l \\\ � ` / _ / ` / / I / _ / Q \ � - - ` - //- , / L // _ ` oncm — / _ \ ( / %I ��e�Q �/ / \ ` /// —_ - _ \ — ' _--- \ \ � ) / / r � �t `' •'�- _ - E Q \ / \1 l � / / / � - _ s-_ _ � _ / \` 1d\ � +' I I I � / �, Illl\ i I f/ �! 1 1 �D / A \ \ P �gp2 0� • '- - - - _ -_- -� _ \ 1 Jjl I 1 I 1 / I /'I \ 1 \ ° \ • ! / / ; .. I V lyp: fC! /I/ ///II / I ' / \ \ \ \ \ \ ` \ 1 II 1 I �' I\ `\ `. `. \ \ \\.\ \ 1 I 1 Ill llllll+l,l I, 11 I if /I to _ \ � \ � \ - � ! / / / / / _ _ ' / \ 1 �/ / / ! /' / �`� \-'"I 1 \ \ ,/// 1 \\ \ \ I\ , \ \ ` \ \" \\\ \I \\ \ \\\ \\ \ It 111' 111 \ _---�--\ till \� \ 1 ` \ \ \ ` \\ \\ \ 1 1 I ,11I 111�1 I \ \ \ \ \ \ \ \\ 1' \ I \111 \ A'ill, I), \\\\ \ \ \ \ \ ,' 11 +I II \`\ ------ 1--- \\�\ \ I ,, 1\\ `\ ♦/' 111 I \\\ \ \\ \ \ . \ N I \ \ \ 1 \ 1 \ N*\ \- -\ \ \ -`\\ \ _ -�\ \_--ic`�� ��` --_ — — ' / // / // /' —\�\� ♦\ `\ \ \ I /- I / / I l ' I \ I 1 \\ \ \\ \ \jj�pp\'C `, \\ tllll ,I \\�/ - \\\NIN \� -_-SOii7`i''PE:- III I / 'f-'-\ ` \---- __ \_ ��` \ `� `__ \ • `-_-- ° /// // ' \ ` \\ \ \`\_ _ ` \\ ! I + ' \ \\I\ I \ \\ \1i1 III\ / \�\_ \ Ilfl \ \ \ f \ 1 \ \ \ \ \ 11 J \ \ z I I I I 1 I \ \ \ \ \ \ \ \ \ `T\MP �5-6�V \ `� \ I / ! I I / I I , 1 \ I \ \ \ 1 \ \ \ \ III I \ y' ` \ \ ! I I I \ \ UNI(ERI' OF VIRINIAf FO�1N[if�TIOI� +1 I I I I I 1 1 \ ` 1 \ \ Ii I I' \ t ` / \ / T 1 / 1 \ _ D'&'4662, PG. 574,, 57� (P,LAT I I ' , , / , 1 1 \ \ \ \11 ,I _96B _ _ D.B." PG. BO 8,6 (FLAT \ / I ! I \ , '1 \\ \ \ \ \ \ \\ `� \ /' / /� ♦ \ � - / /! /D. ! 2�i1,rC T,ZL, ,J /' / I t l I I 1 // � I \ \1\1111\ \\\\ N. C` \ ----- `` \ `� +s- .��J — -/ / / _/- `-_ ! �\♦ �- /'%/ %/ �'/ '/ / / jJ AI/ \.0 ( , // / / I \ /27/1 , / / \1 \\ \\N. V v -� / / / / ) v 1 V V A Z Ir- 1 ��^-�� �- ` /�/ /i/!/ `\\ I/ !/ / '/ / /'- r�IDh/YYV�(�f��,y "VVL�U�S�y /\\'/ / '�`�II ! t \ \` \_ \\ \ \\;\\11\\ II / \\ \\ Jfr- - /' � /r //�� / i/!'�/' �1 -'-\ `� c� _ \\\`\i\I, / I l/-\♦ `\\ I SQIL TYPE: \ \ \ \ \\1 1 \ Millis Mfi SOIL TYPE: k -- _ -- / // �/ N. - \ \ \\1\111,1\\1\ / ALIAt11TS 0_F RBA_NI E:�90 ACi. ♦ \ \ \ \ \ r (PRE TES\\11\I\1t1�\ JJJJ . APP�20X--iN \ RSA r \� U _ \ \ �L r _ _ _ ' APPROXIM:�TE 6AT,IOIV OF,EXISTI14G ST CO�dMIJ! 1' _ _ - ' — — ` = \ �'I� \\ \\`\ \ \ ^ - - _ /' _ _ - - - // - - • - - CIP - � _ _ _APPRO COCA•fION 0_F EX TR4G T5" ,R CUkV'FR� — / - - - ��— — ' - l` \ ` / Sao / / / X. INV_04IT�-555. � - = - / � / � - _ � - - \ \ ` \ V� / / _ � TS -'�� ' --_ \�' � -SO DC / -_ AP•P I _ IAN'_ ExT_STING�_7_ONE_ - \ -------_C_OLUMN = \ I�/' `CO LZI \IVI\ _ \ / �i / / / / / ��!� / / / , i _ \ / \ \ � \•\+• '\\+.*•+ I _ r____ _ -__ - -`� \\ / R I / I /I E N \ l /� - - - - _/ ' / _ / r\ - \ \ _ \ \ \ - ` - ` ` _ _ -_ NjG-BU /l/,S, ! \ ,ice///j r 1\ / � •\ N. _63_ ` / / / / / // // i , / / \ 1 / / -� NiIII ITY OF VI IN•IA D;CTUN r - 1, /." - _-------__ ___—_,_, r \_\ - \\ \ \\\\\\\ 1 , 1 I, 1 I �I�r A j ' \ \ \ \_1 f, _ / / / / / / / - / / / BtNCH/MARIf ASC-5D5 _I / ' / / \ �' T�/' / / r' - - _ _ _ _ _-_- - - _- - \ 1 I ! I + 1\ \\ \ \� \ 1 I I I 11, I ' It 11 I / / \ _ U.B� 4VU2 PG "57* -577 RAT-) , / ' , , REBKR w ALukIiNUM r , / ! r I / / , J _ _ -�: = - - - _ - - _ 1 1 \ ) \ \ 1;\i\\\I \, \ / 1 t \ , y , / / I I / / , / _ _ _\ I \\t I I ,11 I 1 I 1 11 e - / C // - I I I 1 , - �QI�TY�E , I- 1 , III 1I 1 1 + 1 I 1 I 1 / / 'STMIPED •A3G` 50�• \ ! / / - - - - - ' n I I TO 544.59' 1 1 / / / . _ \ - / / 1 f / / y/ / 1 ! / / — \ \ \ \ E 1 I 1 . \ _ _ �B' �2�33, P_G:.80" 85 (PP��_ , �� �t.-`�7� .�NAw �s� - _ , I , r J — _ _ _ a� 1 I I I I III qa GRAT IN II 11 III 1 1 30 . 36C _ i ` - - c I +11+ I Ilr , II I+ 111 ' \---_� U.B. L/ 12,/PG._325 �' /// �_ / / 1� ' / i.571( / 2 II 1 I 1 I / / -' _ J/ J /' / /' , \ �! , n /J/J� 111, j1 I , ,,1 IIIIII /' / \ I .'G7 ` ry I /��' J ! ! ! ! \ - SOQ TYPE 11 ,per - \\ -_ V,13. IG55r � / / ---'' \ 36B I \ / I / / I I / \ ` J _ / / i _� i I' W III 111 I It111111 \ LQIw6�-751T`'� 37 ! IJ `�/ // r---\ \ - \J \\ I— o ri?' //// / // /// / f / --' CIP ! \ III 1 111 ' \ \`\ \ � - - ' ! � C;/ \ ' J / / / +►�- \ \\\ I , ,4 1 III\ \ I . / D.B. 453 PG. 85 -PLAT) u I I III I \\>� I / I 1 r u I,II+Il10 11 \ _\\�\ I r �' / / `�-- (/��\�,�\ G C �s{y(/�p�.0 / J' // I ! ol/ / � \1V G4L�'G'OURS�/-/ ! -!\ _- \ I\ \ \ / / / / �i / _ -/ \ \-\ \ /// />•" \ I \\1 \ / c 1 NLET I11 111111111 1 I 1 1 / \ / �� \ \G •� J r - N. \ r ' III III,1 II„ / \ �g4.��,4ER�S � / / / r , �/ \ \ ! i l +IJi I 11 Jt< /' __- \ +• _/+\ ' -\ �\ �_/ j $/--'i\ I I Tba=Ib43.92' , II"`�' \/ f l I \ 1) 1 / _ _ / _ / / \ 1 // / _ - \ \ _ / / //_ '/ _ i l \ _ " \ \ \ I 0 13 ORATE 11, \\\\ \\t \ \ \ / _st-- --- - _ -- _ tea, \ _'/ �� _ �_-- \� /'- \ , 11 \ N. \ \ y' / ! �) \ 1 \ \ _ '/ n \ \ _ _/ �'� _ _ -\_! \ / /� / I I I I III Iff // / i PI / \ I ! ISI IIl \ \\ / a // ' , ,/ r r \ - _ _ _iI N` N"Ir EROSION CONTROL LEGEND r 1 }�•�///!// �IIII 1 1 I 1 1 1 1 O / / / / / I I I 1 I 1 I , I I I I , f I I \ I I / ! r • / J f 1 1 QJ ` " - /' /' /r' >• LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE / /11 1 I , 1 II,,I II,I 1 1 I ! 1 / // / -- / />• /� / p // / / / �'' / / / , /, , / / �' SOIL AREA DIVIDE \ \ 00 r I� I1 1 / 1 /, _ = /, / BENQH K I I - / / / / / , / / / / /, , / O PAVED CONSTRUCTION ENTRANCE 3.02 / l M� 3 STORY BRICK ' /,' PCE f! Il = // / 1 REBAR Vy/ eLUMIN /CAP 1 / / Ir , I — i / r I • STAMPED) 1)SC-p0 , I � / / BUILDING 1 /) ' / / / ) \, I / // / / - IP ® INLET PROTECTION 3.07 I \, EL.-573.12' (NAND 88)I _ � - - \ 1 / / b• - / / / / \ I I 111 11 I / / I 1 \ \ I , / I( ! , /- -�_/ / >/�1\1 , I111, I / /i1 JII I I I I + / ' / It r / \`_ olti ) _' / , / !//, ♦ / / / //,/ /!////r/ 1 \1 \ \\ / // / ! 1 11 I I 1 \ / _/ / / / r \ \ / 1 / I I I I I I, I I '� !/ // \ $// / d / (>, CULVERT INLET PROTECTION 3.08 g3 1 1 . �' / / l 1 ! / / \ \ I I I \ I 1 I / \ ? / I I I 1 / I 1 r 1�4.:alh I I I I ! \ J / 1 ,'/ /, /' / // / /! , / / /, , / , / `-\ O TEMPORARY SEEDING 3.31 DUST CONTROL 3.39 \ / / / i DC SCALE 1"=50' J I \ / \ I n / 'I f I I I 1 {� 1 `1-r 1'�1 I -\\ I_ , , • I I , / , ) a, I 1 / I /,/ i, l/ //l I I 1 / (1�,1 1 I (�I \ \ 1„ 1 \ \ J ( / , 1 / / \ i 1//l , I ! //\ i/! l ! 1 / , 1 , I I l 1, J I NI 1 \ ' $ 1 I Ca ` / 1 / / / } ' ' C / , / I ! It / f L ` /j,/ /! SF X SILT FENCE 3.05 3 /1 , / I I I lIt f,/\ 1 \ ! / \ \ \\ ----- _ // / f,!/ // 1 !)(/! _/ 1 ! � / // I !f ' I , \ 1 / / 11- T0�,1 \11IR�\ W�\ \ \ \ `- \--- ` __' / , / / I , ( I , , , I , , /,! , 1 , , , , ' \ \ \ • - - / _ - - , / / / I I / l / II \ VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBERvas �'L, ..\L1"H OF �Jr 717 O .r' � c2 L,N)THAN VI. SHOW'ALTER v I.lc. \I). 0401057151 02/28/2022 �1k •s,S :N A I V) 0 0 x LD d F_ w 2 Q 0 O 0 O F_ F Z Z w w Z H 0 0 0 O O Z U U o a a LuLuLu � Of N N N N W 00 N N Q ON N 00 DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1 "=50' LL Q O Q ~_ I— z (D z O Q > U U z LL O LU J `J O 1­4 r V _j a 0 �a W CO J � a z p U] �.0 M� W JOB NO. 49370 SHEET NO. C3.2 f5 ° N 0 3 a 30 o� a� 1N d0 a2 c m •� Ud n a0 Oc x m rn Z m 0 � a F m 'o a w c y N w m 2 m 0 E � c U n a m Nc !0 :2 0 c m h-6 n m m ° c ° n aE h� E L j EROSION CONTROL LEGEND / j ,' / / ,' _ I ` \ \� \\\ / �/ $I I r'> _ _ ; 1• LIMITS OF CLEARING AND GRADING ��� �Lo /DRAINAGE DIVIDE - r i` \,`�\ / ' � l/l % i� \\-�`_ � i i � SOIL AREA DIVIDE j� Ci OILu/.�I,lj I / _ JL1\\1.SNU11'ALEL$> p SPORTS l ` _ ,` l I l I I l PCE PAVED CONSTRUCTION ENTRANCE 3.02 3 LIc. \o. Ua0_(15? I51 OOMP(EX\�P�a� 02/28J2022 INLET PROTECTION 3.07 k '!•. _•t' /v •.,,Y'/r , I ' 43 / - l/l l p ` \ NO PA j Il I A'pT 5 9 CULVERT INLET PROTECTION 3.08 r _ / 1 I r / FRE 56 9p\ , SCALE 1"=50' I _ , / Nod TEMPORARY SEEDING 3.31 o E /TREK/NC / / \ / / 0 50' 100' N $ DUST CONTROL 3.39 > E \7 E I,J1, - - - - - - - - - - = - _ \ _ r I ' ' / ----- \ i-w � 3 � I I /o 1 SF SILT FENCE 3.05 U w 3 �/1 \ I I I I '/ /\ ) 1\ ^ 7 _ _ _4'--_— = Ic // /� I / I // /I N *,� _--�'OLL .TY Per —��--_ _ C'Lu to W W _ ` I �S / VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER w I , I I ,- �� 1 \ I,1 \ I ' / I / I I �) rJr = -- =` - \` II I I I I I I //l �j //� — — —36G i . a�v� 0 !c ' ' / ' ' _ -_ _ _ — _' -\ 1 0 / _ `'-------------- - -- _ war z E / ', / - I I l , 1 ✓ , II __ / / t� , I / / / I _';--- //�// (J(J — — — — — z F ate, m •� / , / r 1 / / 1 1 I , I t 11 , ,.,�° III _-,/ / 1 / / /I l 1 cz� =-�-=r��\ l I 11 J r \ \ n - -- - -- ,,,-- — — �o�, a zz I 1 '/ \ \ / , 1 ` \\ =a / _ - ' /'\-. '\ \ / •�� .ems F AX w zz SE.- @ - `` _ \\ \ l I / 11/0 ° l/ / l! 1 % - \ \ \ \ r ' / \ \\ I I `\ \ -` L - - - - - - - - / ce ai c` 0 00 / I\I / / / / /--'\r r=/ �1 % 1 \ ' I / - /Ir/ l I \ \11 \ ~------- I' __ �� o Va' av' _/ II \ \ \ \ \ I U co _ 196 I /// 1/I ,/ \ �7 / ° \ \ \ � ��/ ,\ \\ / I / \ I F a ww J I I / / I� \ f \ /� I // I\ \ \ \ / / \�//�11/ a \ \ f /t `>. \ \ \ \ — — — — — —�/i�i i�i ww o � —.�- /- !/_ , = 1 - pj 1 \ I / I�\ I (♦ f \\ / / 1 I l l / l / ' _ - - I 11 Iy / I I I \ \ \ I / It pit _ \ % ! / II \\; , /,1 IIII I\-/ 11\�� \// I I f� ,I I-�--_/III I '/ ------------- O 1 I - 1 \ \`//-� 1I ='i / 11 b //' 1-\\\\�1 `\ I `\ 11I l l / x III// p I / —�\\\ \ ( _—'// —��\11/' / '' '/',/,'/ I \\ \�\--// / —— -- O ,_✓1 , I \ o I \ 1 I 1 \ 'IN_/�i/ / / / / / I I II I -_\ — /-'� _ 1 / I I I /I I I I d i / 1 1 I I I I` \\ '/ ' / �l I \ \ c'_ / , \ \ _ \�-- 1 J`-v'-__'�i , J / / 1 / II,IIIII� \\ ___-___ _ _- _/ - rvry \\\ \\ \ \\\ \ ` _ \\ \\ \\ I\ \\ I�^//" I\ `I\\\i �\\O r I`_— \\\\\ _/ /i'—�—/O' —/ /'!i'i J/ el—/� i,i/IIII ° I `!(-----_==r-----=—•—_ _—_-- / ��_— —_ _ �J,'— °�'mes— — — W w N N 00 I I \\ \\ \ \ \\`\ "� \ �� \ \ \ \ , ' '/—' / ` \1 ` \ ) \i \ \ , / / /i/ i / i/ // i i = _ = = -_ — _ .PCE...'. % / \ \ \ — _ _ — — _ _ — — _ / \ \ ` / '/,' I \ \ \ \ > U, \ \ �� \ \ I 1 1 / , >� / 1 / / / / // / / /� /�� ' — .. / �� \ _ — _ —) SOIL T�'�E: _ / lam" DATE / / / — — —/ // / / '! _ DRAWN BY \ I \ \ ` ♦` \ / ` \ 1 I I / I I I I /'lac 1 /' r' / _ / , �/ / / / ---- iii•>:::'•. / �/ \i — _ _ _ 56B — — — J / i/J 1 \ ,' O �9/2012021 ` )I —� \ ` \ \ \ \` l \ \ I I I 1 / 1 / I ✓\/� \ I l / ,/ / / `---// ,i/" ///��/ }.:' j \ ---- \ 1 /� / SF 1 _ -- — — — — �\ /-.. �540 I ' Y - - / / / A. MABEE \ \ `\ \\ \ \\�_-_�`\\ I I I ,�/ / I / \\\\_- - \^ /_ ,/ // "i'/i // 1 i / �� -✓ DC - -- ON DESIGNED BY \\ % J � -' — — — \ \ '-- „ / � �� ��'r \^ '- _--,_ — — _ _---__- _ \ \ \ � - l � C II I 0 ✓ \ 1 / /\v6 / A. MABEE \ �`�� �i' \ \\ \ \ \ \ 1 I I I I \ \ \ \- / \ III -- / // / � / -_ -_ ` / � ,(� � O• � / /� `5 `S4 / `-----------_ � `\ I /' N. CHECKED BY \\\ \ / /p/, / // // / / - - _ , - - \ \ \ \ \ \ \ \ \ \ \ \ .-% \ \ \ \ / ( /, / • - _ _ _ _ \ \ \ t ! a / / / , / , \ - � • J. SHOWALTER / \ \ \\ \\ \ \ \ `\\\ 1 1 ' // // / / / / ,� \\ / / �`��� \\ �" _ • SCALE N N.\ \ \ / _ - 1 "=50' \ \\�(\``\_ ^ \ \ \/ 11 , __ 1, \ I ,III /��'\ , t\ it \IWPL��`�— ` \\ \ \ ll` 1 G,/ / '� l / \ / \11\ l I/l 11 ! 1 I l ' / / ,' -/' \\ \ 1 \ I \ \ \ \ \ \ N- \ / / \ / I / I l l l / 1 I / ` '.� 'III \ \\\\ \ _ // \ \ \ \ \ \ - - ' \ \ ' '� 1 I / /// /j , / I, l 1 1, , l l l l I , 1 I / , l , l / , / ' _ /l \ ` \ I \ /�//" / // �// / , //// '', /,''t`9 ,, / / / \\\ TYPE: , - ' _ .� _ \ 1 \ / - /j 1, l // / l , , / l l l l I \ I \ ` v I \ I // / / I l J I I I ,�r ,l l l / Ci / / / F � 1 I � � I 1, ,' /,/I ' \� \ \I 1 \ I \\('(^J/ / //19 ,/ // , I \ \ -1 ' I ' I r r / / / I I 1 \ i ) 1 \ 1 \ \ ` `` \ l 1 CL \ / It \Ir- \ \. T/ l / / 1 _ 'SOIL (TYPE: 15"/ GRA E INLET - - -° l l l l l — / // / / J I l , I — � ` 1 1 ILu ` \ I 1 / / �, / I 6s,� I I , / / - •..\ / / / ' / / / / , / /, / / / / / / / / / /'/ / / / / / ' ' �" J / I I / / / / r _ 1 \ I _ - 1 I I..L u //// / / / / I // / it v / / l l l �ATOP- 3 /_�/iI / /' l l l l l l ' / / / / / / I l / I / \ \ ` \ ' / �' \ � _ _ _ - - 5C G 1, �y l a/ l,/ /l I I / , - / - \ — - r r / ' 1 \\\..--' • I I = _ \ \ \ \ / 1 / , / I , / l 11 l / / // / / / I \ / / \ / / v _ _ / I f l LL '/ I 1 / / `_-\ \ \ 1 1 , ' / ,' / , I 1 , I , \ � �\ \ \ \ \ 1 \ 11 i111 I, /, // r r r /, / /, / / // /r / I , \\ �\ \ \\\\\ �Y\ /_ / ,/ ,/ IIII11,1,/,/ / / / // /' / ' / ' / �/ / /' J L _UNkVRrS�I/ OF VIRGINIA FOUNDATION \ \ \ / 1z' Pvc` \ --- / - / Z - \\ \, / / J I / I / / I I I I I , I I / / / / / • / / 4/662 PG. 574 577 (PLAT / \ \ `� J• � l\/ / / l 1 I I I'l l / l TS. I III ` I I I I I I I 1 IIII / 1, / / / / / /- - ' / / �/ _ ) � � � \ i / a TOP--332.38% I i 1, L \ _ \ - ✓ 15 GRATE INI�Ed \� \\ / U / / / / / ' , � ,� � - -D.B. 2933 PG. 80 85 (PLAT)� \ �. \ > c'N / / �I f / / . . / _ _ f / / / / / / / / I I I I I I/ I I III f / / / / „ /„ / ♦ / / / / / / , r� r�`t/ / r - \ O / / / / 1 IP I III/ I I I'I Ill,',''' / B. 271.`2 PG. 3 /� r I - c � , , / , / '/ ///� /r ' B. 1055, P�:,271 /' � / / ' / ' \ Z lam\ / // // ',' / l lIl/ (/// II J 119 I I I I III /' / / / / '// '' , �� / / I I ' 1 W I // / .B. 750 PG.72 \ \ CC II IIII��' uG 453 PG. 85 i (PLAT)�. I JLu _ \•/ ' / l Y R44TiE/IN ' I\�J / 1 J / , LF GOURS /01' \ / I - '/' ' /I I BIR W�J"OD �E.l > - � _ , �"�` I � w II I Q - / / /''/ / l/ ,l// /l // l/ // ll I // ° I I I I I I I 1 / 1 1 Ill l / // / / / / / - / / \ / _ / / l w / / � / I III I I II 1 II 111, 1 f /III l / l (,. / , / r / ' - 544.0E A�RE� , / / 1 I I I � , 1 / / I I�I � - ----' /// I / / 1 // I I11 III I,I I I III I 11 fb `I 1 I III ' / / / �.. — - _ _ _ / \ \ / / / I I I I I I I 1 l l 1 III If, 11111111 I,11 I / / \ \ 1 I f / / / Q Q \ / / / I I , 1 1 I I, 1 1 f l l l l III / l ' I I I / `^ ' / ' JJ / - 7 + \ " \ \ N. 5 ---� \ , /// / °/ II I I / I I /II j1111 IIIIII II' I \ \ I I �J / ' ' / / ✓I \ / �� p" \\ \\ \ \ \ \ / / �'/ ' I O i \'°" of 1 I / / /1 I l 'I 1 III 'III 1 1 I 1 1 ' ' / / / 'ri5\5 \ \ \ \ \ \ \ ' ' / I / TO 527.12' 15 GRA INLET / ) f ~ '� \/' ' / TOP= 28. 4" / P S' G�� ATE INL�j 1 r ` 15" GRATE INLET I / I 0,1W 1 \ \ ` \ \ 1 OP=527.8' ° I � _ _- 15 �, /E IP \\ \\ \ \ q / i _/�i \ \ \\ \ � _ _ _ _ / _ � , / I I / / / / ?\ 111 , 1 I 1 \ 1 \ \ \ \ \ \ \ , 1 ♦ / \ +// I I l I , I I \ \ \ I I M _ 1 I \ \\ ``- — / / /l 7 / f \k 111 \ I 11 I I I 1 ` I 11 \ c� `\ 1 I r / r I \ \ / / I / I 1 / ' ' 1111111 1 \� 1,\1 11\ \ \1 I I I / 1 / III 1 1 \ -» I g? 1 1 \ � \ — --- ---- --' � t / / \� \ / / 1 !� 1 \J/611 II I \'I I I I I I 1 1 I I I I 1 I I 1 ,/ \1 , � \ � \ I II 1 \r I `\\\ _ - /p \`-- ------- ----- ' / ' \\ , / l , , 11I , , I ! 1 I 1 I I ♦.�` , t `\ \ \ r\ ` \ \ \ I I ' ,' i 11\ I I \ -' --- -- '--- --- / / I -'\I� /` ' ,'� I 1 I I I , SOIL �I • \ \ 1 �\ / 1�, \ _ - - / \\ 1 ( ' / /, / I / I li I 20D3 15" GRATE INLET \ 1 \ \` \ / / / , /,, I l III 1 I I I \\OP=527.2�'\\\ / / 1 \ i / / / / / / / I I I I / I o / I-- / /l I ' I I fl I, ( ' r\ \ • \ \ 1 I YQPIPI/ \\ \ \ \ \ \ r IIII / / / l 1 I 1 / X. 0 927. / / /,S01L fY , I l / 1, I/ a — - — _ - - 15 GRAT INLET` I \ 1 1 s _ — _ _ — / / / 1 / / 1 \ / Q / I I l / I lr 1 / r , \ I RO \ \ _—_\ / 1 15�DRAT T PE' / / / r 1,dQ */ / I I 1 III l I \ P I F' � Y , 1 \ 771 I r it JOB NO. n \ \ \` \\ � � - --- \ II It�``� �y'!\�`-L_l / - ___�-===�ll `l I I I `` / 1\ -- ^-�' "-- l_ I' I /^C(i1 / \ , \ � \ \ ! \ �� \ \� \� \� `\TI � I�� �/ / / ' / -' , I I , I r , I I I \ j 49370 -. SHEET NO. /) m¢� \ \ C3.3 e L \ \ I \\ \{ \kit I\ \ - _- / /. _ _--.,_I\ // If \ \ \ \ \ / _ \ \ r / / III I \ \ -\. \ g _"° 1 / .i Q\ \ - - - - - — - ' - - - - \ // \ �� 1 \ / / / / / / I I III I I \\ \\ _ j � � \ I / / / / ll /j/ / \ \ \\\ � \\`' � i — - �°¢ "�- - - - '' ' - -- - -_ - ' " - - - - _ \ i // 1 I 1 ! ��P7-/ / / / I / 1 I��' / _ \ 1 I I \ ` / / ` I/ r \\- \\J - _ -��-- _ _----�--�'/ I 1 1 I w�l 11 I I / I I / / Ell \ 1 / \ _ _ _-' _/ " — — — ! \ I / / / / / / / / / / / III / I / / / l\ \\ \ !r minas- _ / \ \ / I I/ I IIIIIII I / / / r I' I I / b.x / II , / \---_---- -_�--�. --- ---_\ \ "mi I , I I I , I I ' , I , III III m - \ ` \ t\A I 1 DMA / \ \ \ \ 5gp2 05— ° - — __-__-_ ' ' \\ II I / ///II I \ l . , � _ _ \ 1 � 1 I I I 1 � I I \ \ ° l / 0 \ '/ ' %' / A I o , \ \. \ ss \ DOE 1 1 \ \ n q / r 1 \ \ ` // [)WIVE; \ \ T T s be,ie4 1 1 I 1 I 1 1 1 \ .� °t'� \ _ \ ' \ \ \ • - \ \ �� _ / / / / , % / / r / / /' / , / r ! . \ i \ _ / / // \ I i / /, \ \ \ - 1 L \ \\ \ \ \ \ \ \ \\I \\ 1 1 , 1 \\ \ \ \ \ \\ \ 1 1 1 1 I I / / I I I , 1 I I 1 I 1 \ IIII \ \ \ 1 > \ ^'IIII\)I,\\ I I 1 1 \ \ \ 1 )/I/ / I \ v l 1 , \ , \_ \ 17 _ - I I \ \ \ i \ \ \ \ 1 t I / 1 / / ' _ _ - , \ \ od \ —_, \T\MP 75-6� \ \\ I / I I /- \ 1 I f I 1 1 I I I ' / �\ / \�: ' \ \ \ \ \ \ \ _ ` \ _ j� s y T UNIVERSITY OF VIR�INIA FOyNd,ATIOI4\ i I r I 1 4l('� \ _ ' ` \ \ 1 I I \I ,y \ / _ \ \\ _ i// \ \\ \\ ��\\ /_ / \ \ / _ \ , I d / / _ - — D' '4662 PG. 574 57,7 (PLAT I I I l \ 11 \ D.B. L934p'PG., VO 8� (FLAT/) I / / ' ~ \ \ \ \ ♦ \ \ \ \ - _ _ \ \ \ - - - - \ ` _ - '- �r1 P / ' - - _ _ � _ - _ _ = _ _ -- - - -- \ \ \ \/'' /\ - ' i- /// i // ��B./�055 %q/�71 /% '�_i'/ ' '' / / i'/ /D B. ' .Y%2 \ \ \ U'�SFy 544.0+' gCE,S\� /J / \ _ _ri/ // / //� it If If 5, \ \ \ \ / I F \ \ \1 III,' I ,_- - - - --- — r�\`-LWITSC_F'DISTIJRBAE:-4.90aG.� \ \ \\ \\\\\\\\\\ / /I / � � `�'-' � fT _� r\�_r' �' L/ — ��7- \\ \ \�1\\\11\I,1\I\\\ ' / III I/ � \\ (PRY - —--� \ \ \ \ \ \-, \\ \ ! / �% \ ` 1 / \ \ \ 111\\\\1\\�111\1\\ I I IIII\\ 51 _-_-_-_- 1 \ R / - _ _ - _ _ _ - C D APPPRO iN .r 55T9� ' _ - •\ \\ \ \ / ' / \ 1 \I \ v = -----3 .y F S / - — / / _ -- \ \ \ r \ \ ❑U� _ CIP / �' /� _-- ------_ \ \ C� 1 .\ \\\\\ \ \ \ - - — _ - _ _ / r ❑ / p h ar — — \ P ('� //�� \\ \\\ �\ \ \II�h' u—moo/ �� h� ' ' ' ' �►r /_ _ _ — — _ _ \ \� (T — \� \\ \� \\ \ \ ` / V �'i d/� %/�/ // /' IIII) CIP — —- �- / // /' //� _ ---- ---= �;L ry _APPI�UX LOCATION �F EX JFNG 45" RGyP Cl1L�/E�R�' _ - - _ - - - _ _ \ ' - \\ / mu / / _ i �i % r / �_- _ ham— _ _ l gym, - - h� _ II- �h ATIOWOF_E_XT_STIN_G�_T_ONE �� \ // -- / 1 / /r �/ / ,' - // '/ / - - _;----- /^ r z-----`' - - - -'" �� COLUMN �P�'/' / / // / . — �' —-------\ -- — / Hf/ EN// PSh — \`1 SION \�I\I K--' 'l r '' /' / ✓ r��\ \\\ �� `\�`\_ \ __L 1- `____- _ =-_ _ ___ ���� s / / If - _ - _- - - _ -IL,I\r 2:� N�V�RSITY OF PIp�IN�A07NDATI / I I f� J' _ _ 9E'NCH MARK ASC-505 ��� II�'I�II l ll'I�rl � � I • � `\ P � /'''/ _,' / �`I I IIII I I 1 , ' I f II / 4�2 PG. -57t -577_ �ELAT-)' RE�Br(R W/ ALUmIIAw �P I I ,11 III 1 l 1 ,Il 1 II 1 r _ _ _ _ - / / . , ST/AMPE1) "ASC`-503" I I I I I, 1 / / i �/ / I- , , _ a III I1 II I 1 11 I IJ / / I 1 \ \ &=544.59' l 1 ,1 , / / \ _ - �� 2933, PG: �0" 85_ (P/LA� , ' FiL.--/J`7�2', WAVD -8 - \ _ r / / , / - - - h N>x.571!3' l 1 GRATE INL 1 11 I ° / - \ / J / / / \ / / ) r / / — - / I I I I �WqP- 111 1 III 1 4 / / L I / ! c- c l,ll Illlr 1 ll It I I'I 1 / \ ,_. ,, / /� / _' / -\ \_./ -6:� -2"712 PG. 325 / / / _ r - J I It I,lll , I I II ,II ,Ill / I �\_ D-.3. M-55 Z°J. �/ 1 1 I r J u • ^ e" / I / r / / ' _ _ ' \ / 1 .-• / / , / / / / / � _ I ' I I ^ \ \\ , D. 7b . I I / \ / . II III, l II , I Illll'l i \., rnI / s V.D. /J� PG: 37�_-_ .°5 / / ' _ \-_ / \ \ ( / pi / / / / / /i , ( i I I I I I l l , 1 1 l If 1'\\ \"\ -1 ( I I •( I / ,' / — J i �) I Jill, I'\\"'�^\ \ I/ I I ' _ - , L,/-j. I,l I, , 11 I \ IN 1 / D.B. 453 PG. }15"�P T� -' / y. , IIII pl II l 1 \\\\\� ��(�'p 11 IIIIIII \\\_\\\\\ ( yr I 1 \/ �_-'HjRUWOQD GOLF-CVUI\S� It 1 \\ / / A Ill lllll / / ��� \ 4 ^ / / f '---- \ 't=_\ \ \ / __,_---�--544.0+-AGRES �_- , / /=- / \, \ I 1 II l l 1t.F-,, I ( i I 1 \ / ---- / / \ / / 1 L Tb'V=b43.92' ' �. \ .w _ . / / / C? C3 _ - \ 1� �FATEINLET 1 1 \ \\\ \ — IL �i' PI ` I _�' �la! ,III , I' 1 \\\\\ \\1, I I \ / 1 I I 1 \�i\ I , ('\ / Q / �/ I %�� n✓�� Q. 1 \\ -_ -_ _/ -! o' \ \ / ��''/ '__J-'"_'' \ /'^ /� / \t I IIIIIII II // / ��� /1� / ;� — �� //^ / r J ^1 \\ / l // /// %/ i/iii___- i \ \\ _i /♦ / 1 1 1 1 I 5Q(�yy 1 1 I'llll \ \ I I ', / / '� .iJv \� / m• \,�- ' EROSION CONTROL LEGEND ' 1 _ - - - - 00 -' 1 / = / ' - LIMITS OF CLEARING AND GRADING \ \ I Il,ll IIII I \ I I I /, I / / / / I`g �- �/' / _ '- / / / / / / DRAINAGE DIVIDE - \ - 4 I I l I I 1,// DO SOIL AREA DIVIDE _ IBEN H ARk AS 504 I I I / \ J / s r I bell G M 1Gy3 STORY BRICK , ,/ P ' ' 1 ' , / ,' / , �' �' ,' /' / PCE PAVED CONSTRUCTION ENTRANCE 3.02 �� _ __�// /// / / STAIUPEDi' SCUMI03M CAP/ i / / I // / 8 / , / r / �, � (�' ' /' , II EL.1573.1a (NAVD'88)1' I / I I --- /' 1 I BUILDING'/-- �Iy \ Ls I / / / / / / / \ 0°u 1 ' , / / / / /' / ' / / / / / , r / / / r / , \ IP ® INLET PROTECTION 3.07 i 1 \\\ ' /l r I, l r ,I/ 1 711II / I I \ os AM \ \ / l / I I l , 1 I I I / I / / \ $ / / / / ' / / / / / ' /' / / \ CIP ® CULVERT INLET PROTECTION 3.08 / ,' \ i //' / / 1 1 I I , I l / I I I I I I I I I I I ,P \ \ / 6 / / / , \3 g� ,/lam/J, l I / \ 1 \ < l4 , \ / (I I�_II / 'I Jul/ , / r / / / r I I I 1 1 / I IPP I I 1 ! / // / / / / / u I / / / / / / / / / I I 1 I , II , 15 I \ , J , , / / / / , / / / / ( / / \ / I I I I \ _ \ / / / / / / / / PERMANENT SEEDING 3.32 1 I / / // / / / , / I / I I a h I I _ \ / / / / / I f / Q?r�/ \ PS I It �Y I I l 1 11\ � Q/�/ / '- \Q 3 1 / // / I / / / 1 1 1 I I l 1\ I 1 I \\ /' \� ,/ l , / / !/ r / / // // / / / I ( I l I I I�?r��l / r'/' / 1 � I I I I I \ \ ,- /I� I/ / v1 l\ I I I I I J 1 f I / 1 I I \ 1 / / I ��--LI I I ; /\ �- 11 I I I) - \ _ \ I I ' / / , / 1 I\ \I I I ! l / I, / \ / / i / MU MULCHING 3.35 1/ a / //i I/ S7 1 � I t $ � \ \ _ � � /) � / l l l I I / / /' / I / � / / ' ( / /' /! ll � /j' // / I I 1 / I r ! • I \•, \ _ - - - \\/ \ - - - / / / I I I 1 'l' SF_ SILT FENCE 3.05 1 TOE'\\ IRK\w1 74 \ -- _ _ -- ^— IiJ ' i It \ \ 1 ' \ \ \ ° \ ` \ \ - - ^ �f6 `- - / /' / ' // / ' II 1 / I I / l / ' , l l 1 / !//I/ v \ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER SCALE 1"=50' 0 50' 160, 1-.:\LTH 0 Or `�? �N.`JTIIAN M. SHUN'ALTL•R v Lic. \o. 0a0=07151 02/28J2022 4� � ri. ^� E 0 N OV N N > E w °1 yE U. d Lu t M Q_j U00 J — ui M min", N 7 v � 30U-)X - oa "=a In = N N = U > F- Q c 0^ N EN � M CO J N z 0 AM F F- z z W W z O g 1-- 00 U Z Z 0 00 z U U O 0' o: U) a a Lu Lu Lu of V) of of N N W O O F N N .-I N 00 DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1 "=50' 1-4 Qz J 1—I Lu Ii 2 = Q Lf z z O Q> U z LL 0 Lu J b 2: OJ Q (^ V L W m Q Q J Q p a O o U) 0 O Lu coW JOB NO. 49370 SHEET NO. C3.4 ig E9 L EROSION CONTROL LEGEND ' I /' / ,' _ 1 ' \ \ \" '' / // I N% ' _ ; \ 1• LIMITS OF CLEARING AND GRADING LTH p� _ // I I \ - - , DRAINAGE DIVIDE \\ \\ / / SOIL AREA DIVIDE' J oN.%T1IAN N1. SN011'ACIGR � / I Q \ / / SPORTS 1 \ n* ��s,�� �l ( I I I `' \ ` \ PCE PAVED CONSTRUCTION ENTRANCE 3.02 3 Lrc. \o. Oa0_057151 `\11'il 10 0\ COMP /M J \\ _ _ �a IIII 1 ���'l�P' k-1 / 12022 INLET PROTECTION 3.07 02 28 NCI\�"\. /J`*�� \ ` NO�REA �II I IND� ssfi,1 O\ , /\/ CIP ® CULVERT INLET PROTECTION 3.0$ SCALE 1"=50'+y ' /') O PERMANENT SEEDING 3.32 M NO BARK/NG / / PS o E 1WE V 4NE 1 / / J" / 0 50' 100' N > O IIT I I a I 1 I�// / MU MULCHING 3.35 > E T1Np'A`l/Ids/ i / I / /' �,' J `)`\/' / /' - 4 Q f �' �/� / ---------------- / l ) ~ o W 4)3 / Q 1 I � � I � I /`J SF �— SILT FENCE 3.05 ' - - \� H U w 3 — o Leo _ _ _ --- --- / ` _��---- - - - - -- — -' w0 m.. z z ,A/ ` /� / 1 r� ' ` - ` - , - _' / ' ' _ _ _ _(7 _ _ _ l� III f / / VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER - _ _ W L M w w J — —-_--- ---- _ wH—rti O E E -_- - ---- _--'' - - -- a o ___ ------- \ �(A a 00 / l \I I I l/+'l/ Ill/ II r/ \` �\ - -- - -' _, _ — �F"� _ _ _ O x w z z 1 1 I f / / / / ^ - l / / 1 I \ \ ` - - - - - - - 0 W w O O \ \ _ / , r ( / r / , °_ �\ \ 1 , o o l I 11 / \ \ \ \ 1 \ , \ \ I \ _ / ce w O 00 \\ �a\\ / •� I // // / 1/!/ \ \ \I \ I ti oa �� UU Ln=;N z0 0� off _-_- / \ r = ¢m w w I - - , / I _ I I \ l - I l l I \ \ \ \ \ \ I�11 I/ I / , ^ \ 11 o u, a a \ H , / dam_ / � / \ , I moo, s, \ , \ ,' ! / \ / / / / ' -\ 1 I / I ` I / ` / / \\ \ \ 1° \ / ` \ \ _ _ _ .' \ - - - - - - - ' o w w w /i' r / / I I ' !' ' \ \ 1 1 /I \\ \�.,✓/ / \\� \ 1 \ I .. \ \ \ \ _ ' _ _ _ _ -'/ > > o I / ! / / //, — ( / - / I I r '� _ � ' / _ - /It, II,Illl ll 11,'II II\l \ II� / J ^` '--\1l / , _ -- - -- ' \ / I\\ 1(,r \\ / �l IIII /l/ / / uri rk r � 1 1 \ 1 \\ I 1 ' \I I\ 11 \\ \\ \ I IN I / l I / / J ,I\\\ \ ' Il III 11, \\I \\ - //, l 1 1 f \ Ill I �\ \1 \` --------------^--- \� / ' f> 1\ / O I \ \ \ \ I \ / - \ // I 1 I l l l l �'/ I , b o _ T / I\\ _--_-_---=-ems--= i_--- _ i_ Ow NN I`� ~ ((/_� _ \ /,--°°.t�= _ W F 00 �,i a I \• \ \ \\ \ \ \ \ / ' / I \ \ \ \ , \ \ O' / �S _ _ '� _ - , 41iP,�l,$, M1'`il'�!' e _ _ J - _ _ Z 00 \ \II \ \\ \ \ \\\\\\ \ \ \\ \\ \\ I \ / 1\('/_'_-// J \ \' J /� \ _ / ' // i'i'i'i%i _"'`G� /� .PCE••'•/\ \\ - -__ l- `\ �\\ r,�, I \\ - (n DATE 0912012021 I / , , / SF ,INk/.=540 DRAWN BY \ I I III \ _ \ \ \ \ \ \ _ \ I I / /, / I , \ \_/_-- r / „, „, ^ - �\�=-- -- Q •xo- / / yA. MABEE DESIGNED BY ___ � `� _ �_--� \_ •• A. MABEE kS, , _ \ , ' \ - - - - - - - SF \ � ` � • CHECKED BY • J. SHOWALTER /, ,"\ \ \\ \ \ \ \ \ I \\ \ \ \ \\ `\�`�\ \ I/ , \ I \ // / I r , - -_ \ \ \ , 1I I I I / / / / / ` ��� `^_ \n • • SCALE _ / • \ it ,, I lI '/' l ' / l / ' � r' ` 1 \ J r �_ \\ \\ \ \ \ \ Mu / u /Ill l I 4h l l r ' I 1 / \\mw ^\ ys ,� l // r .'l rl - ll,l I I \ vv v v Ni v � v 11 /,� / / l,l / / / / l , TO /r l , \ /` �J / l / I / I / / / r ;�_ � Ok \ / I / '7� ( 1 \� , -_-_�`'1�'� � el/ , / — — — ` \. \ TOP�5380T —` _ \� �\ Q I --I /j� /^';�/ 1 / . ' / // l / , 1 1' ' J r r l /// / , / _ /, / / l / / / l / / l / / / \ 15'/GRATE INLET — — — \ I I I --I fff1 // / / \�I /' Lu 15t G 37.TOP 'At = _ l \ I ^ ) 'c. , _' \ \ Q, / /, /I/, /, / / , / ./ / , / / / ,' �-- -- ' ' ' , � \ I III IMP' � -63 1 I Q O \ \ Y T / - \ `\\\\/,' ,' \ \\ \ \\ \ I I ( / / / / I i i / / / / / / )� / r, \ _ - - / / � \ \ \ / / - \ \ UNkV S`P OF VIRGINIA FOUNDATION 12 Pvc 0 7 a r � I I I I I III / ,/ ,'' / / // /� / � \ \ \ `.- ��--/ ' / / � \ / I I I I \ --- Z °� ; ' ' '; ' / / ' -D B. 4662 PG. 574 577 PLAT \ ` IIII I I 1 11 I / / / ( ) ° \ \ I 1 I 1 I I I I ' l I I l / / / / / /', / - / /' . / ,' / r , , 1 \ \ /i TRATE 12.38 D.B. 2933 PG. 80, 85 PLAT \ GRATE N�Ex i Q I �.. rl / -''� ^ \ a� 1 \ I f 'I > U \ .\ / I I ` / � / / T I I '1111 111 III��I, I I ,' / / /'// /' ///'/ / ,//�' ,' ,' 1� ,' /' ,'6.8. 71.\2-f/ PG. 325 r� �-^\ Y / , / / / , - _ / , , , / - , ` ���\ '� / I / / / / , / / i! I I � r , / D.B. 1055 PG-: 271 I m - \ �1 / /'// %/ , / J , / 1 / I I I I I I I I III / / / / / �' , r - r / , / `� / I I 2\\\ / I / / r / r" // ul II III I I A III II'I I III I ' �/ / / / // / / , / D.B. 750, PG. 372 \ / l \ ' ' I 0 W I 1111 I I I I � , ' / ,' , / , / / _ / I _ \ J I / J / \ 1 I / / // O I ,I I I ,1 / / / /i , , I 1 --- - `\ / I I HI I � I I 'III / � / ' / D B. 453 PG. 85 (PLAT), _ / / � r J v � ' rt„ -•rl w L LF COURSE /" \ / yr1(A Q \•/ // tl ti RV\I�i IN I I /,11 l / BIR�Wk/\�D / / I 1 II \ r 1' 1 � � / , 1 I I a W _ „/, , / // / / / / / �/ , / ° I III I II I II III I , /'ll !/ J / / f + / — — / I I I 1 \ / I I ,�, o \ \ _�, ! / / ! / / / I / I I II I I I I I III II , , 1 / l�� l / ' / ' /'- / \ / ,' / / �I- I rr nn W T \ \ \--\__= , /, I I / / 544.0- AREA _ / I V m / r I l l 1 / I I , I I I III l / I � I 1 1 1 \ I / I ' ' l ' l ' J / 1 / / ' I J / ° I I, I I 1 I I , II ' I I I I I '" " ' / ' / �.� — - - / /' \ l \ ' /' I I' \ lll,l , l l , / l I 1/ I I/ I ,I II IIII I ,I I / A --' v 1 / o 0 I ' , I II IIII l I I � / I \ �:r \ \\ \ 1 1 / Q / / / / \ \ / I1,1 I II III III/ //I I /I I / �� / , �'" V 'nTJv �'_� � vv A l / I AI Z I / / �,� / I I I / I J / / �' A Q I I I I I I 1 I 1 f� / / \ PP / / •�'LJ I fl Rp I I I I II I I I I I I `\ \ � � O o 1 III I 1 I _ l5\ \7 r TOP / 15'�GRATE IN J J J / Q z lI III 1 IIII 1 I r / , 1 l \ �1 l/I I III I I I I I I 1 I I 1 1 1 r / To 2b. 4" ' o , 1 / I / /. l l I \-/ i/ -///,l 1 1 I ll \1\ \ I l / , --_ ♦ , , / I 1 , l lr/, r' 5" Gf�ATE INLET / f / Jf� O _ I 15" GRATE INLET ti I I ' / I / / / / , / 1 , / III IIII \, I / I l l \ 1 III 1 \ \ \ \ l ggI f OP=527.8' 15PgR9XF O `J , / `\ `` \ \\\` \\\\\III Ill\\ \\ _ IP , _ / \ \ \ \ \ \ \ 1 1 \ 1 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ I / C , .•LOB 1 I , / / / / / I I 1 ` \ \ \ \ \ i l Lf IP , / "\IIII 11\ \ \ `\\"\ \\` , /'/ ,\ /-/_� \ _ / 1/ W ? 1 1 1 I \ \ \ \ \ \ \ \ 1 \ j1 I ' I \ \\ - - _ I , \ _--',. I l l ` - - -_ =) / ! �/ l �• , III III I \\ I I\� \ \ \ \ \ _ , \ \ , ll, J / lM l I l I I I i \ICS� , I I I' I I11 111 II I I 1 \ II \\\ � l p / \1� , \ 1 / / co 1 I r I I I I I / _ — '_ — ` — — _ ' = = / , \ \\i ; ( , /' / / / I I I / I 15„\\GRATE INLET 1 , I \\\ \ / \, - ,' _I 1 \ , l/' l'I l l Illl II I ^ \ , \\ \ o // / / I I I I I I l I ,/ I I I l / 1 \ \\ / m \ \\\ ---- / _,__ \\ \ _ �' / h - — _'�),I,`\ \ \ \ \\ / / / l /� \\ \ - to o III' _ _ \ _ , / _ _ _ _ i , , 1 / I 1 I l J l l / / l r / 1 ' 1 \ 0P=527.09'I / _ l / `\ PR / ax \ 15 GRATR I<JLEf /l 1 1 %— \ 1 \ , YTS--.== ___�_- __-=-= i i�I I I I , I I I-^ J I- I I i' -O `�\ -- i , , � /1 , \ \ , \ c \ — _ _ _ _ J-I l l I \ _ \ \ I 1 I \ 1 JOB N0. / 3 \ \ \ \ \ \ 1 \ I I 1 f SHEET NO. DuffIVA C3.5 h L \ \ NOTE: CONTRACTOR TO FIELD VERIFY LOCATIONS �- -. .sBStt.6% D.B. 727. v 707. 7M (vu'r) \ \ )-cl- ` F/ \ t 1\ 1 \ `\\ \\ 4�// ice'` \ o s \ 1 \\` \ I 1 1 AND ELEVATIONS OF ALL ITEMS SHOWN BEFORE \ / \I` I / I / / ;� \ I •I I ( I \ \ 11 \II BEGINNING CONSTRUCTION OR ORDERING ' / / /i/j �I \ I. / / J \_ ` MATERIALS. ALSO CHECK FOR ITEMS NOT SHOWN. l ) l/ \ \" \�\ �\ COORDINATE ANY ITEMS FOUND OR _ _ j DISCREPANCIES WITH ENGINEER AND OWNER. \\\� \//i / // �/ / ul�! 1 J J / 1 \ _ _ - .1 ... \\� \\v \ , \\ \ ^// `I I/l(`tl�C•�i>\\�\\\ \\_=///� // /� IIIII J Ilrr l \ 1 I\ . / l\\\\\ ` I\\\\\\\\;\\\\\\ /r/i/�.! _///rl / 11 / l 0 Ir /� / — d- q: . _ a = �i / — ' ; \ Hl I \ I 11\\ \ 1 111(I%JI �y e 1/ � / - \�\ - \r\\ =�/ - - \� \ \ 41 fll I1rj / %✓�///// / 1 -ilk \\ •\ DNq`x\\ I�-.p-/ / 'I\\\ 1 / _-='r \ _ \ \ IV -\ ClL -_� \ \ I I/I;ilj ...,I `, /I I / �/ !/llfl // - - -` Q f� IX�\ `�/- v \\\ / o I� II / �/\~ \ I 4,9 / / `. = e - 1\ \\ I / / . I 1 11 11 1 QI / I f I / 'ICJ /, / y \ �� Ti , \\�\ �\ \ _ri< �! \ - -jam � _ _ - - J I- �I\� 1f / EDNRM CENTER I� r_ \ \ \ \ 1 I Il �Ip I I \ I \\\ \ ( / / Illl \ \ \ l \ \ ., / / 7f t c I r 47_'- ) 11� _ _$ r \ 1 \ 7 I I 1 1 111 \ \\I /l'l/ l 1/ l ^ 1 \ I 1 \ )1 O \ _ _ ; - / v/11_ _ -_ ..- \ \ 1\ / J I /r I llli l ) \ 1 \\ / II \�. __ r //^� — _ -s- _ %-- --- \\\ \ I I. ///IIt / it ii "+II\\I�i'1 l ( \ \ \ I 1 I \ \ / / ✓ / \j�� - - - - \ o / / ) r- S COM JIIII I \ \ ^ �` `� \ I � /t O / / / / \ _�i 7r=-S-____-'--� 1/i//.Y 1 / �1(11(I I/ )J/ , ( / / I I�1 5 pL `/J/Ill l \ \ \ \ \ \ 1 11 \ f _ 1 I _ / / - _ \ l ` /I / / J / 1 II / / 1/llll 1/l 1 �/ / / \ \ \ \\ \ \ / \ I ! / I z. ®® \ / /\ \\- - l: _ \ . / // _ .�_ \ L rl 1 /l �f lr / / )// ; \\I; It� '/ j Jyfj� ''� ; 0 0, �, / ` \ \ \ ` / '' - �- _ \\= ` 1. �, 1 ) I r \ , ./ -I �' /// /, ' %_ \ _ _ _ - - - " , -k 1 \ i I j I , I I / l II I C . / 1 -i 7/� I / I1 I1 I I /I 1 1 / I. f � 4 CyE t / JJ 1 I 1 1 / 11 ) lJ/ /( t 1�\ \� \ ( � �� 11 - - ( \- \ I ( I \ Y, 1 °1 "I \\ \ J %// eec� < '' -S L -/'I\ \ i \ J 1\ 1\\) I'\ 111 IIf IIII /! /III I /I //, , I I \ \ \ , - .a I --` ---\ 1 \ \ \ \ \\\ • /✓i /r/✓ . _ _ -- i\/✓ \ \ 1 ( II ( / I 1 N. ,// ,- / / 1 `/ \\ \ \ I/ I \ \ \\\-_s" ! / /1 I1/ - nt( ' - \ \ ,\ II\I I1111/ r/ I J/ //%/ /'�/, \III )/ / r< \\ \\ \ \ \ I \ ` _ `\- - \ -- / , / /,// I 1` - `//I\ \ \\ \ \ ) I! II 1I II I II ✓_ -✓ SP ` / / /// //r �/ \II • \ \ _ - _ - / /� // 1 / , \ / / I \ i I I ) 1 I I j// % /// ✓// o ( / 0/�y � - � � -\ \\ \ \ \ \� `�`.� \- \ -- ,` _ \ \�-4=-_� ///%/ /�// l / _\\- ✓'/ ' -�1' j//l �\ i \ \ 1 \ \\\\\\ I\ 1 II III II 11 11 J \r If l // / / �- ( I \ -\�\\ \ \ \ \ \ \ - \ -_�- b----✓ - -- �// / %I I/ \ / // \ / \ II 1 l II 1 '// \ II //!/�/ / i // I I - \ \� �� \\\ \\\\\\ \ ♦� _ \ \\`� - ,0 / / /� /////I/ - J�l \ 1 \\ \ll1 , I II I I 1 1 �;,�-i / / \`- \ d \ \ `\/ \ \\\1 1\l\\ 1 11 I III \ \ \ - \ \- _ _ _ - / ( / / 4 1 I \ \ \ \ 1 \ \ h l l r ltll 1 1 \ 1 ✓ l / • I ---- I \\ \ \ \ \ - '-- _ \ \- \ =5��' 1 /JI\ \l`� \ \ \ �I� \I 1 \ t \\\\\ 1\\1\\ 111 111\\ \I l II \% l I 1 / / -ti I 1 I 1 / ` ` \ \ `--- \\ Z-\ - =-- *7- - ,- / ✓ lU \ \ 1 \ \� ( t \ 1\I / \ \ \ - __ ` - -=_rc___- / / J- / \ ) (r 1 \ 1\ 11 1 1(\ \\\�\\$` III\ I - \�1 1 1 \ / / ° - / I oii• I I 1 �I II; I V \\\ 1 \\ \ \ - �� '-.- - -- _ ._ _ �T / / t \ I I 11 \\ \ \ \ \„ T///J /�// lOI-J•/i'> \ l t ��\\� \ � ---' _\ `� - -c -✓ // - I \ - 1 I II \\\ 1 t\ 4 \\\\1'I / \it I 11 \ ql1\\. / ( J (t �- ( / \ I - I �/ t \� \ _ `-- _ - - _--/,`- _ // ,�- �- \\ - \\\ \\ -\ \ / 1111, \ \\l l I1 \ / - ,�\ \\\ I t\\ / / P - I ✓ _ }�.7\;� -- \ \ `-_ --- 1 - / / \\\ - - \ 1 I I \ `1 \ 1 \ i1\ _ l /// / ( ! '` / > t I I / �� ( �- ` R _-♦\ _�`� _ �/ //' / \ \ \ I I1 ( I 1 III` It\\ \\\\ I III \ \\;' I/ / III \ r � J I \p j ( I / 111I ) _r / - _ rJ 1�� �•7/ I -c�-.� l \\�--- --'' /IL- i — _ --� - �� \`� --` --- ed / / 1 \ \ \(\ \-^ - \ 1 \\\ \ 1,1\�\` /, /�I / 11111I., v !I IIII �-- _/ �' ('�( ) J III%-r--_ =es= _ ' . llll / - I✓/\ ♦ - - - - -- _ - ` - � \ - - \_ 1�� ! ) l //�/ // \III I r///I \\1it , /o/ /� / r /lam! / 1.. •�j /�� (- l�,•I�l' / / _-- --\ \�� \ `-- \ - -� \ 17— �j-�r ,/ '_� \- \ ♦ ' 11� li ! I \I 1\\\ \ I) :/ \\1 \ \. I I / / 1 I 1 " 1 _ - / 1 l / / ' - - -` \ tl 1 - \ \ \ - / \ I- \ ITMP V5- / I I \ \ \ \ \ - \ / ` \ \ 1 1 I II \1 /y-I l I I i t /�)I) ,/ 1 / I (/ / /��- / rJ/ ) / \ \ \ N \ \� t I. / \1 \ Y-\ \ \ \ \ \ _ /-/ / / , — \\ / (11Ab1 I I J J // 1 y w N. IN' \\- \ / I \ ( / _ \ I / 1 1 1 / / / \ \' , I, '2' ,y \ \ - / - ,— _ \ / \ U�JNEItSI1N Oft VIRGIN TiO�(\\ 1 J \ 1 \ I 1 1 \ I�\ /' \- \ Ta INI.- I \ \ \ - - \ \ 4662, RG. 5D4 57 P 1 \\\ ( / I , / I 1 / / 1\\% , / ! / { //n �+ }+ i \-_ \\ I— mil/ //' ,-`_- -\ -\ `� ♦ \ �� \\ \\ \ _ - ✓�' --\ �/_ s \ B. PG.8D785 AT f\11//�/ // I1 \ \\ tl\UI s� \ ♦ \\ \ \/ // 1 I1 I l Imolll . \/ / /, / it I 1/�I) / -\I \ ��!// S V4 _ ` \ /�� - \ -\ N. J 19/� I I1 r� . 1� c / \ ♦ \♦ \ \ \ / 1 / 1 1 \\ ,�\ �� \\) \ ( `I / / \I I r'^ ( \I II I I11 II \ /��/ -� _ / ' \^��-- '_�.--_ \ \- `` \ `` \ 7 \ `-- `� - _ _ //, ,---- _/ \- ` ,/ / /� / /O.B! 7 >'� / / ♦ I \\\\\ I I((/ !I \ p\III \ J / ✓\\ \ ��` I \ \ / \ 11 \ I 1 \ \1 1 ( I / / ^ 1 //// Q\ �l I I I I \/ / /, - h -.� \ - \ \ \ ` -_ -_ _ ` ! - / - _ / C 1\ \ \ \ ! \\ 1 t \ \ \\ \ 11\ 11 ( )1 1 �- `/ /\ J ) ) 1 r l( " I Ill! 'I I jj1 It\I�\\ ��,jjj��/ ( \) / N. \1\ ', -� �- //�✓ / / D9 i05. 1171/r / / 1) 1 \ \ �I ( 1 \\ t\I r \p\ I ! \ \ 1 l\ / / / I - / /! - I / I /''sue ! - _ \ \ _ ` = \ - ✓ / / 1 1 \l\ I �/ IIII / / 1\ / II )/iI\\�\1 v1 I-/tttr"_/II% ` /io %/ // /�' �j8 /✓ I \,N \<\ \ \ \\\U \ \Q-\ 1 / / Q I11 \\ l \\\� )/I// \,�,. Irll�fj/ /jC111-�% I1 If \\l 1 \\ 1 /i- -_ \ _ ---- - \ \_ _✓' \ - y/< --� ' ,r/I�/ ,�,i-'".46 �`v/// �l\)Jf\-,\t_ Is. �t\ � �/` \ I \\ 1 1 \ \ \ \\:\ ' \ \ _ l / ' .\` /' III, 1 Jr 1 r /�7,! , .J . l\\\I - \ \' - / i. . _ - t11 \ (/ I / 1 \ \ \ \�\ \ \ ^) "If, 1 )\ 1\, II l A1111 JjJJi / // \il\1 = /i/_ 1 /--_ _ _ �� / _ '/ - J pI `/ ,. // � t_ a\ 1\�i \ \ Ir 11 1 r I I I \ \ \\ \,^ \ _/ r I \���/I \1 ". 1 fl I l _ - S J / _ / jR sib -1'/�/ � ,- \ -, - 11 1\J(r I 1 \ ( i I \\e l e - /J ✓ / / - 1 1\I \ l _ i - ✓ ' l \ % \ \\ / ) r /� / ( ++a��� /,', /i_�/11 \ \ \\ 1 ( /r \ \ \ \ \ \ \ \ ( - l - - \a / J _ i i / 1 / �. /l%) I , _ = _ _- - - ' ��'_ - - - 1 - _ _ _ / / ^�i, / / / / y, / / r`f-3 / )I \ \ �IU1� (/ - \\ l \\\\1\f/ \\\\\\`�`"Al\``\\ 1� `_\� \ '�//,-,,/,J �i ,,l C• -_=-r_--/ice \ / __ < f 'r Yi C\ ✓i✓i! 1 ,/0" i-�� 'JI✓✓'\ \ •✓ t _ �\a\ \� \ \\\\\\\\\ \ \ \\N \ \\`•J/\ \�\�\ \` \ / //%' i-ice iii� -_- --\ ` ` - // - / / ' �_ =Gig / _ l / / l / /: r / / , -. f) /( "�� \\ p1\ ll I •\\ \\� \ / / j l \ \ - \ / _ �_-_ - _ - \ \ / / _ , - I I r - _ - �/ � r , / / ( / J / i' / / i /✓ /✓ r \ - \ \\�tISI1 I \I f \ \ \ NINN \ \\ \ \ JI// ,, N\l\- ✓) / t / //'� ��� `J==_===�"� \ �-n_c �- \ `-- /// ( _ '/ _J_. \ ® \\_'J / - /�/ '' -/ `\� )� / // °/ r / / /�; ' / I-,- / i -`� i//i-✓ '� \U 1 I I 11 \ )\J' / 1 I /!/ // ///// ✓�/�i -\ -� I / ♦ - __�,,Jla1 ( / - \ \--\l ( p(d t \ - 1I��� , li_\� ( \ - � '� , r J lr i �yI I `' \ l _ �, , ' _ i i / — - - \ < (/ „ �; _- �/ _ , I I. 1 - - _ - _ \I )+gyp 1 (I \\I. \ \ \ \- a�\T '1� t Ni. / 1� - -\ �i _ -__ / / / / .< / _ — � / . AT _ \_ �\_ _ -\, r f ,w l - •,_°i--/ ✓ --*7 �' �l \ / 11J \ %/ \ -`_ - / � �� _ _ __ -. _ -_ ^. _ _ _ _ '..c i nv'Rmx siai '' '' _ _ 1 -- - 1 II \ 1` \ \\ \\ \\ , \\\. \\ \1 )\ 1 �_ ` - // /a / _ �i Y _ _ - ( -f- I / / < _ '✓ <_ iPR r� _ __ ^.��\� \ \ �\'AWT 1 i.\\\\\\\�\ \ IIII}'\1\Ir\ \•\ 1 \ '\i ,_ 1\pl y// a;r/ / - //r�,- _-_-__ __-- - ���-' /' 'C UR$ DR' / 76.5i / / /'/ . i --�\ \�Q-\\\��\ \ // � �- �)I/'1NIIIIIMII 1�\ '� / ♦ \ \ \ \ \ \ 1 \ i ` 1 I 1 I .��,. - _ / -- / , -- - - - GULF T NE ,t , , / - _ __ `V` r \� \ - - l /// I ! \ \ \ 11 1 \ \ ) -- /J/�/ / \ /mod / .��/ / / / -`- 1 LF __ / _ CY \ ` r \ \ \ 1 . \ r II / _ \ \ / \ _ ' \ \ N. \ \D"', \ \ \ \ \ \ \ 1 I 1 I \ / C .< // /ice _ -` \ \ ) // / / / 1 ( • - \ _ - a ! ` - -,Wpl e6c ory F flnN/c t5" c I T, '/ / - - - — '� \ ` /o / G \ I \ \ \ .-• \ / / - \ \ \ I I I / , r - -- _-sssss- - - - p yn _ - - \- (/ ✓ \ \\\\\\\ \\-,\\� \vk. / \• 11/ 1 /'/� \ 1 / I // (J / J` \ i __ _ _ _ _ _.,err/_ % _ , ✓/ _ ' / 1\ J�/lj \\\ °'1\ _( \ ✓ // / \ \ \ \ N. 1\ \ /" / \ ` ^ ` / \\ \ 1 1 I / / / / l - ` \ / \ _ my raeNtfr MSYRG STO> E ,ram• - _ I , � 'i^\\\\\\� \\\\\\\ l ��i�--'\ `^ \ l� /// \}\ \ 1 1tl r)I 111 I /(J r / l / r / \ \\ \ \< \ t\�l �J l ♦ j ice'.. � - -- co%m� ( / /`\i/'// i ✓/ '/ ♦ /�' - ,.._ _ __ _� c \ \ \ \ \ \ \ \\ \`\�� \ IlI , r // /�.•/ JJ ) /l lII ! l / / I ) - I \ ♦ / / �N\11 -- , / < _- - - _= = ,. / _ L', `�Jl-l�\�\\\�\` ��\1\\ \-\ 1141;(%�// �17/J/)�///J�)1'/j11'I/�J�/O///r/ ( ' r^I--\`\\ \\ It \ \_\l\1\I 1 ll I`- �vull I ice- -_�_-/ i // �////r'/'// J//`J/ /,'---\-''ll1 ♦c //^/ / (/I_= c �A\It/ /It / / 1 1 I_ _ -r _ rr ^`` I )/1 \�"' L / 1 jl�i�CII1/1 .�l// ,�/l ////If�////lIJJI�f I / / /�` \-\- JI\\\�_I I // \ - \ /.-1 i -\' / r \ / �� _==_=c.-j \�\\�� II. , ) / _� to \ 111 / I l/ // / /)/ //// I// / // / / / l 1 / / ) J / \ I \ \ I .. _ _ I h I ( t r 7 N rt5" ACINNIA-FO RMIBN / / , / / eFxr rye -aic-mY i , r ( t r ( r i \) \ \\ �\ \ \ 7/ , � i ('/ - / � // 4// I ///� �!l, l l/�/ l � '///,/' I/J// // / //� l J l l l f / / -I I l /- _ I \- \ N. / 1, \_ \1 \ ["I'll t 1 / r \ -- \;-.. 4862, PG.574; 577- / / j // AJl#A ai.,- ` I 1 1 I J / ♦ I \ / / /) I / , ,'//r / / / / // ,r ////(( // / /r ! I / / / ) . - 1 \ ` , ..� \ 111 1 t1 t till I1 -_ ibkTj, gym• / \ , ) l / r /r/ J/ �//ram----J\�-�1�11 / ,/I/ /JlU) \ I, ` \ 1 / / / , lI / / l/ l / J/ / / / r / / I I r' \ \ ✓ - 111 11 I 1 , 0. 2933, PG d0, �5 (PNd� � %' / /'/ -sera M(wle)- .< ^ _ r % / - ' ' - f , mf J \ I (/ !I / I, / - / // / / / l l/lI l lJ1 % l//( /1/ / / (/ /I / .I I I/ 1 ! I / \ / J -� \ t I It I 1 11 r -I / , , / 1 I 1 r / 1 / r' i J1 i /i/ / t I/ \ � / I / / / 4 11 � . r/ l / 11 / / l I 1 f _ I \ � \ _ \ / r � _ / \ 111 IIII 11 1 1 l / \ _ �.� 2'112y fIG. 325 � - i o 1 / // // �_ `- `�91 1I /I I t 11 `( /I I (/°o°I Q /// 1lI 11/r 1lI1!/1 e/// ///J/�//J/J" (J,// I 1 / - \ / _ t \\ I ) '/ \ 'F� - Ill (IIII IIIII I1 1 111j1 Ill - -I \ r®\ �.f�75D,PG.372/ r ll / /!1_l= ' 1 -/ // / // ' - ---- r I /, / / t / / t \ 1 I I ll ! / I / / J I 1 _ ✓ 1 1 l r A / / - / \ i / / r , , \-\ , \ , / 1 ( 1 . / -, 1 I1 11//I 1 //// / //r/ / I ( /. I \ \ I ` ,-\ \ \ III II II \ ( - l /./ - I (-' I-�-- \ ` f / / / / \ / _ /+ I I / /// / // /�i I IIII I II llll // / J / 1 I / f J 1I \ `I 1 11 , 1 l \ I _ _ (LAIC / , ,! ✓/ < l / / / / r - - - / ! / / III I 1 / I / / / / / I (I DAP 75L63 \ \ \ \ \ \\\ \ / // / \ \ \, \ II 1 \ I I I _ � D.8_ 453, �G- 85 P / r , /� / 1, i ' ! / / // ) / II II 11/ / / // l / / / I / / rUNW R5 (OF VRGINIA FOUNDATON \ \` --I- / / _ \ 11 I I 1 I \ / / / �%RDWOOD-GOLF-COURSE � � -/ � I �" V ) 1 11 � \ ` _ / / / / / - - _ \- 1 \ 1 / ' / / I I( III I 1111111) II 1 JI / / J //// , ' r 1 / \ ( Tj \ _ - \ \ �� / ' )IIIII Ih 111 / - ' c,+ \ %i ' •m - / - ^ ( - l \ I l l l(! ° I I/ r l - B 662, PG. 574, 577 (PA - \ ,/ , \ I 11 I I r / , \ p->��_ 1_5¢4.0 ACRES _ / I / / - - - , I \ - \ ( - = / /b_ _ - \ I U!! \ \ / s �/ /J /ll / I I/l ! // I III IIII IIl1)If i�rl l�/� //l/// J/// I - �/ / r ! -�2933 PG. B0, 85 (PLAT) \ \\ J ,/ \ \ / 11 ( I IIIII II r t _ - / ✓ r o o - - � /o _ \. \ / fl /I1I / J / _ / I IIII I Il Ilj�ll{ IJ/Jr //!///r �♦ II, ! I r // B. /I1.8.2712,PG.325 , -_ '--\\--- '' \ I ) I IIO �--IIII II 1\\ I\II I\ ( I 1 ' / r N. N _�� 1 \ \ -\ �\ / ,i / / / ( 1. / l / l / I I 1' 4 Ili II'"I 1 f / / / / , / // , � i % / J , D.B. 1055, P6. 2/1 \ - - ' - - / ) \ 1 I I \\ \\ - i,-= I I I 1 f\\ 11 / / / I ( J - � - , � \ /, � � � � � � � � \ y- \ I I I 1 I t\\i�il i \ � 11\�1\ ll / .T /, / \ 1 \� \ / o 1// �, ✓-� -\ ~♦/- 1 \I lam` i ) j1�1 \ / 1 (// / 11 1 IIITiIIf I)l.lJ!// ! / - / / / l , , , ( (ii,� III I 1 I�I / ( } i'_ ��_, / ✓/i = v 1 \ \•`� `� r /// / /i / ll / I / rJ I II / I 111(111 )t ! / /!// / / / / / - J D.B. 750, PG. 72 / I \ I 1 II 1 1 �/ l l J �l / / II I II i1 I I 1111'lll''I FIIi'f /J //'; /// / // / / / // / I - D. 453. PG. 85 PLA \ - - - - - - / I I \ 1 t 1 1 - 1 1 I II I / / ✓ / l/r)/I 1/ //Jr 11 I 11I I� 1/ / 09°.- -,Jir // %�= '1 l\ \ 1 \ \ / \\ I( -• \ / r 1 (/� Ill//i//I /II )II II )III IIII I t I I 1 11 r / / , / / // ////, / ., 7 1 r 1\ \\ / / / I/ III (III 1 II I Il /////{// J / / ! r . - /BIR WBOD GO OURS�sI ! �L / I 1 I / / r I 1 _ / ! / / II I IIII 111 / / / / / / 4 // I 1 /1 / ! Il/191/f /III Ill tII11111/ t / / e //- r- / i / / � //// / �l I I If / / G I. / I fl \ / II 1 / �,1 N1 1 / .I / / / i'' '//// // "/i \ - %ii J Il! / l r 91 /1 ' I 1. IIII 111111IlllllI'MI'if /I/v, /J / ) <I 544.OtA4 --,/ � -. I �/ IIIII\ \ (/ ,///Irlillll''I /IIII\ //I_��///I 1 . r \ r !/ ,/, %&-, / /j / / - \ �// J/ I , /1/ // II 1\ _ / Y I;' I I I I I11! 111 1 IIIf (-/, / - -_, ( \\ -l� - I I -/i / r- ,/ ,, //, / ///,- !// - I \ \\ \\ / I // I ��/ / / / / / 11 JI rll/^rlllllrl1�1111111/%/II Jr / / / // J �/ -\ -\ / I l \\\\ r I/� JJIIIItllljl lllll/1j��/�(t tr I ImWm�/ I 1 ' -. /� ! '.3 / 1, 1 /// ///// /i//i6/ / - \ \, I //( �`-� I 111 '/' it } 1\ ., // l l l ! ° / l / I' I 1111/I I 1 j 1,1111111111 I (t l %/'/ / r / 1. f \ \\ \ \ \ \ / 11 1 / I I / ( I I (q"°m / III 1 I - - I r / / / / �, / // / //i r ` \ - - '� \ _ 1 1 //( �\ 1 It \•i /i I 1 1 \\ �`yl I / I I r I I ( tl / / / , o I\1 \\ / / //,lll\,\"if// l I lfr Nllt l I I1/ J / / / /// i / \ 1 I I / I I I I \ / 11 1 \\\ l / // ( /�/ ' '/ / / k�//\7 //i\/i/J'(''',h111111111I 1I II It r / �! / / \ l // . \\1 I1i�jr:\i ,� / II / J r I I 1 F,. \ . / , - - .- I I• - , / ivit- 1111 \\1 , / / / r \fil I // J11 I II,- I ( \ \ 1I /, / / ////;,,/// //\ \\ ) J°I.! /If11 -7 \\ \\--\Itlll\\\\ /1 / {' /_♦/ I I 1 I)\III / /'-- / / 1 ( ✓, / // ri /// /// / 1 a I I I I - 3 / / /// // \ /< I _ _ _ R /., I II I I•/ / • / /t ' \ �N 111'11(t\\\\\\\\\\ \ I. I ( - 1 ///-'/J/1I1�-'IIII////J�t//J /JI IJII I1 I0+, I1 II t-- ,\ J / '// / ' /////�I J // ( -,fir / / IIII I \ \1\ _-._-===0 I �/ / \ \ \ 1(1 Il \ t \ \ J / \ 1 \ I // J I \ r 17 / / / /1 // / / / I I• / \ \ t \ o\ _ / f/ / \\\\\\11 \ \\\\\ 1 / -/ // 1 [/ J ✓ I /(/ l i I I \ / J /// // l rl I l�jb// �R \�/1 ///I�_ ///\ \\\\ II \ \ 1\ �s ia1� / \ N. \ \IIl\11 \\\�\ I / � \ /Jr / I`r , /!/ 1 ll _ l IV Jt l \ \ I I I// 9\/ I I1/1// I 1 \ / \ ii, i,\�\\\_ - / /f/ I / )\ 1 \\\ \ I �\ I ((/ / \ \�J 11/ / I ,1. ' I\\ -I f It) i \ ♦�/ ` I r / / � I I ) 1 I /., i( / 1 I `-^/ I 1-" I\\\`� _ I /;� l / ( 111 \II t \\\ \I II •, . \ .-. - S III \ 11 /// 1 I t I _ / ! I I ( / / �lrh ( \ _ \ - I\ \ \ / 11\\ 111 \\\ \\\\\\\\\) I / > / l /�--\ / I / < 1l\\_\ }1 /11/Il 11 II �/ ' \ \ �1 I1 f 1 // / / / / ) ._,'- N. \ 1\\\ \\\\ \\ I/ \ \ --- �/ / = I , \! Iltl 1\ \i I\ ;l I'll 1I - ` rr\� I\ l\ - \,l1 ( �'J '!Il 'I ,_. , t \ I / J lrl l . _ -� ` �/ / , I- f I J / / / y1 JI 11/ll )( 11 1 1) ( \ \I \\ \ °\1 jam\ 1 / \\ - = - / / I®/ f i 1 I I 1 1 I I I' , \ \\\� I J/ !/ I I � Y I , ? \ _ //I ( I I I( • /// l\ 11 \I \ _ \ - \ \ \ , ���- 1 - \ . \ \ \ \ \ ( \\\_" .) ---_-- % 1 r / , / I J t\I/If1 III 1 1+1 \111111 ) r-- N. 1, \ \ ^ \ \\ •\ I /hill I'll I \ 1 \ \ l \ \ < / 1 I f ///// ) \1 \ \ \ \ \ \ \ \\ : \ \I 1`lkl,_ \_�_ _ '/,- /\ �� / /�//�/1111IIfl1l 1I I111J)/II II! I / _ l \ 1'.\I\ \ -; I\-l\ 1!I//11/ 1l11 \ \ II 1\ \ \ - // } 1 1 I / ( I )rlll<\ \\\\ \ - \ a - - //q l iI l t / 1 f I \ ) J 11 I\ It It \0 \I\ \ �\ ♦ \ -••q / //, t\4\ t)It 1////°Ati \\ \�\\��-��• -` .- ` \ \\l \�-•-��' \ - ,a / / //� \ -- o / 1//! Ill )II�)1 / IIII � / \/1 \ \- I \ ) I I \I\\ I \ l/// !tillI, y\ \\ \1 1.1 1 / \ \\ - ^� // ' f \ 1 1 b 1 \\II 1 I \`\\ \ ,� \\\�-�\ \ - \ Il\ \ N. o _• \ __. t !/�! 1\ 111�� t - / -�w--%_�__ ���' /I Illllfllil /I r, ,J/ t\ 1 1 `/-=�� � 1 // /,1 11/,%j�//�/I�}111''I\IIl \\\\ \\\ \ _ \ \°CN.II\ \ \� 1 l_ - Jr /' J / I ) 1 / I IIIf I )l \\�°\ \`\-��-i`--\-_\ \11 \ -� -- Il 1 iz mac- / // / / \`-// ///// / t\ \ \ \- /\ - J I .I I}I( 11\ I1 \ \\ - \- \ \� \\II / `a - - i�-// II r ! 1 r \- f/ /(1 ( l \ l l\la \ 1 _ - - - J - / IIIII / \ \\ \ - \ \)%� _ = 1 \\ \ Y , / o/ I } III y♦ \\ \\ - ,' \-- ` 1 \ \ \I I I IJ `r / -C '�-_= _ -ill r 1 ' `-' (I //(!f/1 I III(/ll\\Il\\\ \\\ \\\ I\1�\ - \\ I /�'-j.� !/ rl I111`A\-\ ` \_- n�____- \ N' \\ \ 1 �• -,- ! \ \lam (�� ___ ___Il I \ \ i _ I I I I / )1 I \ \ \ \ _ - .-_ , x / /1 I1' / ` \ \I- \\\ \ - , )l� 1/, ___ l // I \ \ \ Q - - 1 / I o \ - r / / I / , - _ -/ \II I\ /'-'� \ / \-� $ �1��==��/I,\\I ! '�1 III �1/I/ /I (1 \ \ �� \ /.,, '�, `\.� ` / / / •--�_�, /�`�.,..F''/` /I /�I \ \\ \\\\�i\ -\--\ �ll�/✓,-- - --r I \\ 1 I / ,ram'\ \ //J I- �i ,\-\ > ! / J 1 \ 1 - -\\�` -- \ _ /��/( 1 ` I— l -/ - -_✓ , , ' , �-' b I I I, ! \` \\\ \\::�\\- -- \��'�i/�-_+ I / JJ I, I itl� I > / , I \ \- J \ _.< `,\ I _ -� / / / \ \ , /✓ , �'C7, i / , l / !I l(( 1( ' \ \ \\ °` - \ \- \ _✓ II // �i�^ \-� / \\ ): III_r_�\;\\\ \�\ \\1\ )\)�\\\\�N. t\ 1 ( `\ ` _ / I t / I�l\)\\\\ -♦ \ \ I Il _���/i /h t \ \ N. \_ �`i/ i 111 1 II/ ``l. \\\--^ \ )l(^//!/( / / ) \ 1 \ / / \ � � \ /i, / // \ \ \ \ ` � ,/ / _. / _ � � `/ // / / ICI / / r \ \ \ "N \ -- �, ,� \ 1 J I/" I ' 16 I I / 1 J I ! � \\ 1 1 1 \ 1 t //i / ,// / - I 1 / \\\ - �\ \ - \ 11 //,/♦ ,/�, -\\ \ I G / /I I \ ( - J` I /, / I.\ vN ` \ / \^ -/'�, i/ r -' ,',r/ // /,/// // l/f/ I( 1 ..- _\` -\ \ \` // I I l III (I I��� \ \ \ _ I I // ///, j1/) Ii II l\ \ -_- \\ IN. \\ , _ -- -._..- \ / - \ / \ \\ `� �\ \\ ,,` /,`.-' /- _ � / // / ///( /o / 11 -\ \ \\ \\ `♦ 1 (� Ill(Itlt1 6I / I I / / \ ! i / (f Ili III \t \\_ \\ \_✓,-_- / I < ! /(tll\ \\ \ / ./ / / / \ \ ( 16,9 m / \ \I.----,- / / .../ / i/// J� //I/1/)I�-ptr\\ \\ nr--\�\\\�_- `�, e�\ J \.\\( ( \ \ \\\ \\\\\ \ \\\\ \\\\ \\\-- \\ It \ _ \� N. 1 /ri','1irr''- / i / ��'/'''I///// / /// // !n\�` \ _ \\ \\ - \ r I /I11 I\1 plf $ I1 \\- _ 1 `\ -� -/ \ --/ (/-J( ^I- _/ ( //// IlJI !) )�\ \ �\i`ll -\`\ 1 1 -Ilk\\ \ \\\'-\ \`\\- -- \\ \\ =-=- �- ✓//-/'/✓ i' r'� _ / �'///// A / / 1 ✓_ - \ I I 1 I! -_I I \ \\-\ 1/ , //ii /r= '%l/ /l1 t \ 1 / ,' ! I / \\\ \ `7 1 I11�II \\ \\, \�? _ \ t \ _- -//, //'/_� / -_ i � /! l / 1 / \ - ( / / Jr� I. \ \lam I % ,\ - - \ \ \ \ 1 \ \ \ \ \ - \ \ I / / , , / ^\ {/ - ( ,/ �I \ \ \ 1 \ I \ \ \ \\ N I 11\ \ \\\ \\t _ / , / / , , - ,: �/ /i �// / I , \ \\ \ 1 1 11 \ I. \ 1 \\ 0 _/ /,a \ I \ _ ••\\\ r - /' / V"_ �-' \\` I , '/'/ / ' 1 Ni 1 1 < 1 1 -� ) I \\\ - \ , \ \\\ \\ i \ ✓ _ / 'a'/ 1 1 - \ m ///r 1\ \ \ 7 / ,/ T�!_'�-i �l / / (\ \\ `\ \\ I t 1 t IIT � \\- - \`\ ��\`\ \\\ \\\\\\\��\a\ \\\\\_ \ \V J � _ / JiI/ / / �__' �___ i ,'/ �.: /i // I 11 \ `fi t 1 t \\ 1\ \ _ ,i /i \ --� -',_-` \\\ r / /%, / r\I\\ (/ //l// ! \ \ `\ \ I I l:1 II 1 \ . \\ \\ \ -- ` \ / , �// ,' �,�--,� / II /, /// , -\ \ \\ \\ 0 \ ,.- • \ \ /- \ \__ / / 1 / \ 1- r I / \ll \ \\\\\\ \ '�\\ ` - ` - \ I ' / //^ci/ / / /iJ-i//// S•f✓ //✓ ✓ 7 \ \ It I \ \ \ l�\ l it ( ' ' " _ \ \ _ / II/f! / I I I I� f I I I -/� - ( / r I I I \ \ n _ \ \ \ \ \ \\ \ �\ \ / - / / / , / / ` t) / I Ill •\ \ l\ 1 1\ \ \ IN IIII\`)„ \ \\\�' \ . _ - , '6. i \\_' _-- ----` 4�`\`\ • I \ ) t/ 1\11` \ X \(1 _/'`'�1 ( ( / IJ J J �� \ _ \ \\ \\\\ \\\\\ -l9\-- \\\ \\\ l\l- �-', _ J_ ////// _�' .�/_�-'i//,, / -, /' / J \\\\\\\ \ ` \ \ 1 1 1\ \\ \\, $ �-`_- __` I, ( I).-•� (\ \ / ) )� Z( 'may \\�\ \ \ \ \ `\, \ �l `< / / / ✓ ) \ 1 /-' \ ♦\\\ \ N. --\\\ \ \ - -- -\ I ,' / r /, '-J "m--/ /,i/ / / / \ is \ )\ \ \ \ \ 1\ \ \\ tI 1ITI�P7- \ u - / V I J\ \) r ' \ 1 - _ \- \ \ -\ \ \ J \I t J T / - /// \ ) 1 ///' / 1 \\ \ , - / , / ' 9 / /i ' '/ / / / \ 1 \ \ 1 f3 1f /I \ \ I \ �// / ( \0\ 1- \\ I 1 \ -z \\ \ 0 ' 1 ' _/ -I- � / / r/ \ \ I 1 ( - _. \ \ \\ 1 \ __ / -- ` ' / " , i 1 \ 11 1 \�UN a \� IAFb __ t _ //� \ \ \ \ I \ \ yy \ \I. \ //�i-- I -\/,,r \11//1 \ .` I 1 }/I , �, 7- ♦ IIII I 11f \ \ 1 111 \ ` -- - / / // '' / /', , / \\I \ \ \ /) 1 I I ) 13hP 0 _ ( \ ` I I \ I //, // \ -\ I I ( I \- ) r/ -�\ \\ \ \ I11 . ' - \, / , , / / , 0/, / \ I 0., PG\ 7d 77 .\ 1 \ `_/// ,-./I'- -, _// al 1 / 1 \ - -' - / 7 \ I rrl` I11( ) \°A 1 \ _�/ ♦ // , , /// / \ ( / I 3 ,, .._\ I\•\ \ I` \ ( 1 I /_/// -� _ /- , \ I r I I ) I \ J I I I It' I I/ lr/, �,_ _ - - -, I J I I III\\\l-1v 11\ .� /5�- / t ` - / / , _- _ �_' J �- - / J 5 1) I I I 1 \ - , / / / 6 / / / / /, I \ 1 \ / / I ( 1 I 1 P.A. 3.\PG1 4 -' \ 1 ) f I , I / _ . r 1 1 I / / - , _ _ \ i J (I - \ \ 1 ( 1 I \ \'"_- _- - _ ✓ / / �, /, , I I ) _ / / // \ I I / I J J I D.. 7112! ) 32; 0 - \ \ IN \�_- / ,\ I - 1 ! / f ° , 1 \\ ) I 1 /// I /r�_� /' - /% 1/1 / 1 \\--\\\\\� 11 I I - -\ _ , `- `-- ✓,- /// /,/�' ,,< /,/, J / 1 //I ) VO(S,Zi2'{ I / - r _11 / 1 \ / ♦/ (�- o ♦ 1\ 1 ^`, _____ \__ /i , // ,/ _ f I I / // / / 9.7 PG.13I o �/ y� ��~\\\\\\�'(=� -_-i __(`�%//i "�/1/ �•__ii/s, �- C 11 1 ) )// // -r / �/ \ / I,j/ , \\ \\ IIII JI 11 _-' _ - i /, I / /-/ // / I \- __ ,/ / .' _ J I I %/ r ///^/J , l 1 I ( 11, J ) \\ \\ \ / \ I \\- _ _ , /yi/ /,�, _��',•< r �.I A II / / ( D. 413, �P�. p� 1 -- -\� \�\`(=t'-'J\-__--'/i//' /✓ / 'i_ _= r - / 1(1 l,/ / f , I I /Ir1 1 t 1 / f t` 1 �I�C Il I 1\l \ \ 1l \ \_- _ =-- �,/ii�/i /✓ TMP75-63 /r /// / / / II /// J/ �DW00 �OLF�OUf / - — - - \ \ \ \ - _ _ - / / / r_ _ I , . /' I If \ \ .j 1 / / / / / \ - = - - - _ _ , - ` /// ' / OF VIRGINIA FOUNDATION / I v / / • / . l G/, / / / V44-* RES /'' - `"\-� \- �5%/„-- / / ,, _= r -'i �_/ 11 1 / / 1 11 / Ill 1'llf/ � �.>/ ( \ ! I ( I __--- 'c,=�,�___ „','i/ \ D.B. 4662, T) ///\/r// / / / !I ///�/ / / 11 1 u - - --\—" - ': -- \_ -: /, '5 ,-.r - + _ --- i r- /I1 \/ \ ) 1'/ -' 1' II \ %. \ \ t`\I \ I ` ---- -S�' 'f '� ^\\ r / / l 1 -- �� __ , J 1 _ - // %r I 11 - I _ --- _ - --' /-____/ - „ \ PG. 574, 577 PlA I n _ _i�` = �_% -� _ \-/` III\ �.,11//I ,-//- V/ 1 I ( 1 \l % ( / I C/ / I\_ ) )1)l rSii�"'Jt/ l I \it�w- \ 7 6a \\ \\54. `- -- - - '/,/'/��\\\\ D.B.2D12,PG.329 ////J/I\�i/ / //Il // �il J1 JI //llr/I1 l D.B. 2933, PG. SD, 85 PU v'�---�=__=___ = _ __ _ 1\\f _ '�I I11 /.'/A, /1:/�---',�_ ," / / I \ \_\\\- II l/ \ \I III I11 I \ \ I flC1V r VI I FOt,1ND _ _ - .i/,�--ice - _ - ,'s'<'i=��\Y'// r i /// J1 //i / \ - _ __ =-_S == _=' _ - ;y_ 11! I 1 ( r / ,'_, l \ =-- 1 11� 1- \ 11 11 t \ r\ \457 --_ - -_ - / - _, %/„yC4 \ 111 D.B.D505PG.372 /I/ //// /%1,// / /, ! \ -_•_� - - - - - - \ I - / f \ �- \__ \-\1 1 I \I 111( 111( - \/I \D� \7\n�I - -'ice %%, --- - _,i„I -\ \\\ �// �/ / �, / / \ A _ - - - - - _ \ _ - _. _ - / 1 1 , \ \ 1 \ - ,.., - _ - _ - - - '„ - \ PLAT) / � / 0 �_ _ _ - - - - - - - _ _ . �� - II /III I l ! / - , r I •^ _ \ 1 \ I I I 1 \ - S (�t"A _ ''- " '' ' , / \�\\�\\ \ D.B. 453, PG. 85 ( r // ( / / __----_-__'_ -��-= _' \. I1 / I / I II: - ' _,�_^i - �\\/ '•�\\\i\ 1 \` / 11\I III II II\ _ -r I' i^\ 1 -, y -- _ice/ _ - /`-,-__ _ - /•\\\A III I •l _ , \e, \ , 7+2 5 _ - ,/ -, � , - - _ \ IY "BIRDWOOD GOLF COCOURSE• / r� f / _ __ - - __ - _ - ---- / \ I _ - _ _ _ _ __ v %,-'_=_ a$ - - \`_.-�%-_\`\\\;'1 //� 11( //J///J , �/ ii�� l^�I�II� '�\IIII}�--'�/I_ 1 1l1) I \`-/ .D IQ P1 �_ - -_%! '�� �_'rj - '_;/ %�M�11\�\ \ (\l \ ( / / 1 \ \11" _ ' J \\ \ 544.Ot ACRES /p IN :3 - _ �\ % - _ --I � - %__>\ \l\�//// 1/�//I//�///� r(W IIII \1\\I- ��/it '�-V�\ll 1 I/j'�^�1('4'^5�5,,,{2G�8r \ --�'' __ ��/�/11&\\�\I - \\ I1Y1\t p� i \ �_____ -�- \ ! .- \ \ - J / ! / / / / \ Il / 1 ` \ -- , '�'� Ji 1 \\ \ \ . ♦ (r•� / 1 I-__ur�oV G COURSE' - _ _ - ', , _ , _ _ _ / / / / �- ` l _ „ _ \ \ - , // // / /-\�-'i// ` I \\\\\ \ \ \ -� \ rim'-\ 4.Of �i �• _ — ///11µ \\ I /•- \ \ \ It 9 - ,�1�1- - , - - - 7- =� :Z� ��- - - -,,- , ,< , IN, �, =--, -�, .Il " // / � N V = �= �� ;,�; �� ;�-( Q,,\ \\ Ill' �,/, ,, i�_�_�_� �-\\\\\--_�___\ _ �j--_-\\\�'^_.��=_>✓ - / ! - \\ �F�\\\ \ �J'_--_ _ _ _ _ __��, - , / III\\ i,lll� \ \ \\ E /''i �- _ \\ \\\�` \\`--- _____�'�---.,I �`_S'%�� _ //_/ ,//-^-l\ ���` `'\r-t\ \� �+?r /'_� 1 \\�,,\\; \\\ \ `'- — _ _ _- __ _ _ _ _ _ _ - `, .i_ .'o.v...T �/ , i / / // / / // .., a \/ ( '3 / /i "� __ � _-. ♦\ \_ '- _-_�-, / / \ -/// f/ I \ 1 \ -- \ \ \` __--_ -- - - - - -hp _ ,/'� I ,-c /= -Cry -� �/ s_,/� /�1,/ , ) \ 9 ` /_- \ -\- _ _ �, -��`- -%_ ,1" \ ` \ I I _ \\ \ .- - --_--' ' VP r,,/ _ �, /j •� _ / \-� /// ( /\\\ /I w \ \\\� , , '\ N, \� \\- \ - - - -- \\ \ / // I `-\, 7 1- ��j �_� i �=s- �� rii (III"\,\ iJJlll(\- J1. //I �l./Jl �i - I _ _-_ r L II I\I( /` \\ \\\�-"` _-\` '�__� ���_�- - .,_-\\-___ , ..,- -\\2' /I/i _ tt\\{ I , -� �'/ i I! I �/i Jl\ _.sl a-- / - \ I 1\It Iit I // - -,\`IN\ \\\ `-_--` ' - _=cam _ _ - - - \ _//'.- ' / \\ 1 / / ,' )(� l - _ 0 \I\ \ \11\1t1 I )/ 1 \/-\\\\\ \-\- _ _ �� _>si� _,__ n.-- i r= - _ _ `�� 1 ..�-\\- �.rS✓,'-. -_ \ /' //, - - ---f' / - _'- n 1 I I I I 1 IIII / I / %� ` `\ - -y _ % =ti iL = i , // � - \-\� _ _ �-C �` \\ \ \- - — _"=- - / ' - 1 \ / , , i ' .fiG6f / �\ (/ ! �/ J / , " ,, ' i j - - SCALE 1 "=100' 3 I t11 III II / \ \ \�__ _ %__" �' _ - \ \ \ - \\`�� 7 //� I\ I1 \ / / _� `! i / / / /� A IIII I//Ile1 II I('11I / - _ _ = \' r / r ♦ - \ \.\ \lll\� \\� _ \\ / /' \\ \ ---_, / '/ 9 / / // ! /ii L_< 0 100' 200' 3 (l ) 1 1 / ,-- - mac= / - '_ -- \ \ \" ` \ /' __ ` \ ` - / /I \\ \ \ - ` _, ! , / . � ,- \ A - -/ 9�3-- - - �\ \-� ,�_ \ \ ---\ / i \ y� 1.ALI'H OF �! L I//, 2 (-' :17A.IM .'' K SHOWALTr �' 1.1c. No. 04020571 51 �3 02/28/2022 Ar O��sssr)N A l `,tc>\ �, m E 0 N , IN > E w a' yE W Q LL 3 0 Mill L LLl� m--i K W L r, Q J U J m � — I!1 H WN N v 4�: -rlv X g J < a a - in V 0 LD a' `! C m in O N M 7 W J mH 0 x C9 73 20 F- W 2 Q z O U) > 0 0 z z (L) LLI z a: 2: 00 E 2:0 0 0 O O Z U U o a a ILu Y Lu Lu 0Y K N N IlJ N N H i i Q .�•I N 00 DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1"=100' z a 0. Iiii— CL a A-,Ill-li a UFO LL Z O U c p (� a V Lu m w 0 Q O O O 0 coW JOB NO. 49370 SHEET NO. C4.0 3 m 2 9 a 8 m t a a L" c: r f4 m 0 m 16 v, m r 0 m 0 3 a �O o C7 2N m 0 am 0 c mw E 0 y m a0 C) c w m `; rnU 0. a � m 0.2 a� P '§ a 0c 2 y N 0 O_ 0 m , 0 E o c , m a m Nc AR :2 0 m c m m m c c 0 m 0 m aE m Ni .2 E I- L \1TFL•11NM.SHOW'ALTLR - - - - - - - - - - - - \ / o ------------- .. - - - - - - - - - - - - - - - - - - _ _ \ \ 1 ` \ / / / ' / / ' ' ' E ....... --.... ------------------------------- \ \\ `\ /-----` \ \ / / 1 DENSE TREES -' ' /' _'/ '' / 1���/CCC///��� / ¢LLtj3 (A (A 0 \ \ / \ \ EXIS-NNd / S�(W CUT CART PATH ' ' / / � UA L M w w / y.. —.. — - - A�NSE TREES _ , / - / ' - a "' U c0 zz L� _ - - - - — — — — _ CART PA�H \ / AT THE AIEAREST JOINT, _ ' / / ' / _ n f E ' - - - - - - V WIDE CONCRETE _ \ \ \ \ / w _j i 0 - .. --..-...'...- ... - - - - \ _ ' \ REwAOVE PATH TO THE \ _ / a > o N 00 /-.......- -- -- PATH(IYP.) - -'-----------_\\ /--- \ / SOUTH \ \ / /�,' -'/ ZFW- vM .. Uv I / / 1, SPEED TABLE _ / o a o O O / y00) N 5 0 0 -- ---------- - ----- -----' / / - / ' // / Em 0� Ntn co ....'.'...- --------- - - -- \\ \ I / // _- / — / /'' '' �� wa' wa' 6'WIDE \. \R 37\\ 6'WIDE ' / / / I ------- _ ui ...," \\PCAOThJi.CI. (RfEYtPE \CONCRETE rN PATH(TYP.)------ --------- -- NNNR7T \ w \w -'----- ....................\ ... ' ... - ------ Q ...........R83_____- i .....002.. ._------------ —- _0____-- - -- - _--- DNiA TE - --- _ — — _ R143' , _ - - - - 0912012021 ,.. -__---___-'------------------__---------- I — — o ...'.'.'.'.'.'............:../. ..... _ - _ _ - - _ _ - - _ - - - - _ - - - - - - - - - - - - - - - - - - - - — — _ _ _ _ _ - - - - - r DRAWN BY U R5T �... . — — — — — — — — — — — ----- ------ _-----A. MABEE ..... _ _ _ R24' / / \ _ _ _ " /.'....... _ \ I - - - _ _ _ DESIGNED BY Iw R26' / / /'-----------_6'WDEQONCRETE_ - - -- _ — — — — — —_ - --- •• A.MABEE ' WIDE CONCRETE PATH— — — _ - - - / PATH (TYP.y \ I • CHECKED BY _ _ _ _ - /.... - - - ' 1 1 • • J. SHOWALTER V) — — — -- - 1 \ \ / / I \ 1 � _ tl /1 / � / /--------_ ........y... _ ` I \ SCALE w i / R • 1"=20' / ' / / / / - - - - / — — R37' R43' CONCRETE\\ r PATH (TYP.) \ / CIONC( &E PA\TH /' ' _ // `\\ ._. ,/ /I / / // </ I J l�v \ 'I DENSE TREES � r ---- L,- LL LL 75 LEGEND O u HEAVY - - -' \ ASPHALT DUTY r n w J LIGHT DUTY Q ASPHALT O I / / 1 \ / O BRICK CONCRET /' ,/ / / ,�-- _ , // / ,' / // / /' //' / //' I\ `--\- \ \ / , I .�.a'..,�.SIDEWALK /JOB NO. / ' / / / / / / \ / \ 1 I / / SCALE 1 "=20' 49370 , / / \ \ / \ I / I I I I / 1 / SHEET NO. / 0 , C4.1 c a L -- \\ - - - - -- \ \\ DENSE TREES . .n.' .'..`... . y.. LEGEND BRICK CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT DENSE -TREES SCALE 1 "=20' 0 20' 40' WI__---`--——— —\_———— — — — — — — \ _ — — — — — — — — — — — — — — — — — — — — — — — — — l i O DENSE TREES J— — 0 \ \ \ — — B _ _ — — _ — — — — — — — I \ \ \ \ SPEED TABLE - - - —__ — —— P� 1B\/1) - _---_- _ I _ — —- -- _-- _-- __________---_____-_-- _ --- 0R \\ /BB 0 L - - - - - - _-- ST-D DETECTIBLE WARNING' - - / _ _ - - _ _ - - - - - - -SURfAGE RCQ'D (TYP.) ' / U WIDE -CONCRETE _ - ' - _ . -PATH_ UY-P.j- - _ ................... / -------- _D _ _ — UT — 55 JV (� / fiV*HTEO RIPI 6./ CR S LK_ _ . O ' \ TE -- ---- =_.DPP-RO�CIISLIA�TE-Lo�ATJON-OF-EXISTING_STONE y/ WALK - ----- ---- ---- COLUMN ,/ //-6 \ \ B' WIDECONCRETE APPROX. INV. 5555-7,97 .- - - - ' __-------- _- -- -r - -R499' / / R499' . G STONE COLUMN'' ........... /... - -----r- .....�. .......... / , .. .. .......... ................'.... ... ' — — / , 0 , --- _APPP/ X./L'OCATION OF E I G//15" RC"P"CUL'VE,RT/ - - - - - - - - - - - - - - - - - - - _ _ - 51 TOP -BAR AND -------------- STOP SIIGN / / gyp / /' -- PATH(TYP.) -- - - - - -- -- \ \ / / - -- -- / / / / / .......... STaR-Y.--B-T -- rl - - ------------ B t-D V G-- _ \ \ — — — — — — � \ _ J3 R5T ®\\----- _ — TM75-63----/J / _ I J /'IIII /...'.i.'.... / /. � \ \ � \ \ V � I \ �/ � _ \ \ 09 TY OF _V�RG14�A F440AT�- / ,BENCH ,MAfWASC 55 Q w yI'I'llI'III IIIIIII I ' \ r\ -\\✓'-__- -- ,LU ((AT) -_-_- - _ .y" 79 �02 PG_4 o ------PSTV-P-ED�SC-52Doh7933PG. /5 P��P 22 IIw---=v 06 F/�/— ,ID / I U) i 1 1 1 I 1 � I. 1 1 dl � �' . \ ./ \ \ — " — — \ � � � — — — L 7 1 2 "I G ' / � � _ - , , , 1 I11 °11 1,11 111 C �gERSE TREES _ 2 t ! I 5/5, pl- D-080Lu10--750 P,Go 372___-- ti _ D.B. 453, PG.--8-5--(PLA-T)-- r - 99 \ W,00D G Q L-F - - C 0 0R SE 5-44. 0 ±--AC- RES _ _ — — — — — j dam. 2 tTll.•1N M. SHOULTER v I :c \o. 0-401-0 71 j 1 `� D2/28J2022 t /., go M E 0 0)O N � > E W a E Lu % y LL tj 3 LL O W O p Q<_j U00 J —� w U W N N 30Lnx C U j � a c '^ m N d � W J k H H W W z }U }O N z Z 0 O O z U U O 0� 0� cam!) a a uj � 500 N V) w w ce DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1"=20' JOB NO. 49370 SHEET NO. C4.2 L / \ -- �/ / _— — — — — — — — — — — — — — — — — — — ui LLJ_ \ wI — \ _ — — — — ' — — — — — — — — — — — — — — — — — — — — — — — — — \ _ — — — — — — — — WI _ I cn \ --- - N WI \ -_- - -_--' '' -- ---_ ---- ZI __ — _\\\ \\ _ _ _ _ — // / _—_\\-- /// 1\1 \\-- — — —__ ---------------------------------------- _--__----_- — — —----DENSETI2EE�-`--- -- ---' \ \ \ ' / / // / J ..................... ' / -_Lu _ _ \ I'I / \\ ` — — _ - - / - // \ ' _ \ - TREES 5 6' WIDE CON — _ _ _ - - DENSE ' PATH CF�� _ \\\ / / j \ 6' WIDE _ -�-- — — --- ............' ............. \ CONCRETE \ ' F -- -- - - -- U -------------_------_ _-._.-....-..-._ \ PATH(TYP.) /\ Y -- - - -- ------ - -- 5' _DSSfTR \---- _ _ — — _ _ _ — — ----'-- -- - __-`'-------__ `----__ --- _. . _ _ . ..... ... \ _ _ _ ' _ _ - - _'.......... `DETECTIBLE --___ - \ '- — --__--- - - - -__ \ — — .. \ \ / _ ,--QE-SETREES� - .:.....'.'.'.'.'.'.... \\ WARNING - ----- --- — — — _--------- ------ O\ -- - - - - -- -------,'' --_ _ \ _ - �SURFACEREQ*D SPEED T/j E------- - - - -_- — — — — -- si 7 s ----- --- - - - - -- \ _ �'....... (T�P.)--- / ' _ — %\ — — — — — — — — — — — — \ \.\ ... \ \ I 6' WHITE - STRIPING - ------ - - - - -- - -\ \ \\'... 1....... CROSSWALK/ - - _--------- - - -- -- \ \......... (TYP.) W IM E E'CONGREJE ............:)....:.'.'.'.'...... .e4e°e .......�. \144�' \ STRIPING R9 CROSSWf`;LK \\ \\ \ i \ DEJSf Tf2FES \ \\ \\ \\ \ ' / / /' �-_� \ \ \ ` \ \ \ \ ST(b 1 \ \ 1 .j... / DotCTIBLE/WARNIN �T'Q 00TEdTIBLE WARNING/ // / �y �FI�C/E EO'D \ \ \ \ \ \ I I LIR19ACf IREQ'D (TY,P.) � , ' /6'/WHITE 8T�IP/14G/ / /.... �'_ • \ \ \ \ `\ I / 1 � I I 1 � I I I � � — � \\'/ l lI l l � l ) l I _ l / / i L J /' \—_ \\ \\ \\ —_\— // \ _ — — — — _ I LEGEND BRICK Og`b CONCRETE SIDEWALK HEAVY DUTY SCALE 1"=20' ASPHALT LIGHT DUTY I I ASPHALT \ t141.•1N M. SHOWALTER v I.:c. \o.V:p:057151 D2/28J2022 �Ar M E O 0)O N � >E W a E Lu % y LL o 3 IL - W o fa Qn_j Uc0 J -0) .. W N N U 7 Z y_ M n X �i cz Oa= �" U j H c 0) m M N d � W J am O oc � F- W W z U O N 0 O O z U U v ) a a 500 0� N In W W ce 0� DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1"=20' JOB NO. 49370 SHEET NO. C4.3 c a c L uc�= — / . tl'fl.•1\ M. SHUW'ALTLR v _r CO ST I I � ` j / 6' WHITE I' I I / I I � I I / / STRIPING 7 / / / I :a \o.040.20571;1 CO CAS — �_—__---_--_-- / II� I I 1 % / / /�/ \T CROSSWALK I / o — — — — — — — — — — — — — / / — / \\ (TYP.) III ' I I I I / / /® / / :..U2/28J�02� �� we EN _�--_-----__— _ — --- ----- —__�— —��-3\- \--���\\•� \\ \\ \ "� / / / \ ITI ' / /// oGSRIP APRN (NIt — --- --- _ �-NI pp q — 14 AST HH ,., z z W L M w W 11 II ��om OfE l�E TOI l I l I Q) w 0 00 ISTING S N z U v / <� V) a a v M 0� N Ln co J w w / If I I II I SAW CUT C/�IRT PATH AT i+(EA�2 II � OINT, REMOI/E AND IREP,4LC� PATPI\ (n 1 I I I I INORTH TO MI TGH E11XISTII G �1A11ERIAL �— \ \ \ / % / `\\ / I / / / I I--� o I I 1 IANR SEGT16N A NEW C�RAL�E SA T H, REM / / q I / / / j \\ 1 I / 1 I I \ \ 1 I / \ ) AN EPLA PA / / / / I W = g WIDE BRICK PATH I I \ EX TI G MAT I ALA I I / / / W 0 ` \ 1 C I I I I / / •� I x I I 1 I I I I I I I \ \ I (TY \ , I CTIO A� G w N N \\co \ \ \\/, / / V 0 ONN / / I \ v/ / / ' / W Q 4' I I \ / // I I z 00 I / I W o DATE 09/20/2021 O > DRAWN BY A. MABEE ' DESIGNED BY DET6A LE'' �-- - - •• A. MABEE ISTFklf 1 / / (TYP. ING TRIP$ / I \ \ _ _ - • CHECKED BY _ /CROSS K / / IADJUS V VE�OP-To — — — — — — — _��. ® --- _— — — — — -- • J.SHOWALTER (TV ��ROPO E— — — — — —— \\\�!_�, — — - • • SCALE DENSE TREES \ / , ' '/— _ , — ' , — — _ , ' '_ , ��j�/ — — — — — — ' — , 'ST SIGN /� DENSE -fRFES-- O / �'/' 'ice �'/�_—'——�— —_-----_—',---_—\\���---'---�—'�''/'// \ � \ • r DE N- / — — / / / —\ \ 5' 6' WIDE CO z PATH TY(� / 'WIDE CIdIVCGyETE / / / RELAC.AAI t Fl♦? —_-- ' />PATHRS GRADE HYDRANT \\\ 1 / RETAINING WAL WVIT� / IT E\ +FLKfkN5111VN 3' BU�EER STIR /PLAN/TINGS ABOV // TOP OF G-7 TO FLUSH WITH BUFFE�R TRIP / �.. / / ' ✓/ , ' — — — \CiRO$S SLOP OF PATH OVER 10'. ID ll !� PATH ( P-.)- / 5 / % — / LL O el/' / / •� / // // / / / Q� J LLJ Lu It LEGEND \ �NSE /TR f ESQ BRICK 63 CONCRETE SIDEWALK 70B NO. e / / / / / / / / / / HEAVY DUTY SCALE 1"=20' \ ` / / / / / / 49370 I I ASPHALT L 0 20' 40' /r' T / / / / '"� ; j LIGHT DUTY SHEET C4.4 T� h� L 4N/� / S H E ET �4 . , ASPHALT c a L / , ,' _---' — _ / ` \ \ \ ��1 1 \ 1 1� � n / �/ r / r / / / // // / / / l l / � r / / , / , l / /�, I � l ►a \�Ir/ ` / \ \ \ \ \ 1 I \ / • / l / / , / , l / l l / / l l/ / l / / / / l / ,l / , / / l l / I / I / / / l �\• I j I/a / , / / / / tl'll.•1\ M. SHOW:ALTER I :c Vo. 040:057I51 02/28J2022 Irl E o Mu z CG-7 (TVP) / - �SENSE TREES - - -\ / / / ' ,' / / / / / / / / / / / / I H W 3: RIPRAP zz w w W L M �.J.o0) O U W M v _ .. U U o x uj 0 O O = V > p � aU' cui V) a s �ry � N Lu U)V) m w w /l TRENCH PAVEM'ENT FOR PIPE ' �/ jl l / k 0 / \\JJ, i I INSTALLATION AND RESTORE NTPER ASPHALT PAVEMEI RESTORATION I I I ll / r I / / DETAIL O It U I I // l / ,, I I I I I I I; I I I // I / , /r / / , / M 0 If LLJ 00 l I / / / / I -• , / / I I I I 1 I I 1 / / / / I I a Nm Q I I l / / z 0 0 ' ' / , / / / / I I I I O DATE '. d / I I I I I I I 1 1 / / / , / � / / "/ / / / I I I I I 1 I I I I I I / / / , / / , > / 0 09/20/2021 I >- DRAWN BY A. MABEE DESIGNED BY fT WIDE A. MABEE / , / / , / / I I I I I I I I I I , / , / / •• CONCRETE / / / / , / / / / CHECKED BY I I I I I I I I I I 1 ' / / / • PATH (TYP.) / , , / / / / ' ❑' I I / I I I I I I ,, , / / / , `. / I I I I I ,/ // / /, • J. SHOWALTER / , / / / / / I I I I I I I I I I / / a' / I I I I I I / I / , , , , / , / ❑ I I I I I I I I I I I I I / / / / / ,' SCALE I I 1"=20' / , / / I I I I I ( I I I I I I I 1 I I 1 I l I ,' / /' / •• El I // l ,I l I /l l l l l ,' / I , ,�y ❑ I I I I I / I I ; I I I I I I 1 I I 1 I I 1/, l I r/ 1 / / l �/ l , ' / / / / / / // ❑ ; I I i ;I I I I l i I I 1 1 ; 1; / / l l l l l I / / l/ I // , X� ❑ I I I I II I I I I , 1 1 1 ; I, l I I I ® I I I I I, I I I l 11 , l,l , / , 11 11 , / , , �l l , 11 ❑ ; I I I / I' � � , / Ij I I ; ; ; ; I ' I I 1 I ; I , 1 I I 1 I I , ; 1 1 I Il ,l 1 1 ,1 / /l / /l I / � ,l ,l a'i / ,l /r ❑/ 11 I I I, II / � I / I I l I l I I I I I I I ( I I I I I II I I I ( I! , ' I A \ \I I ' I l/ ,/l l;l I 11 � / // l /l ,ll / / // // a'. IF I I' , /'/ ❑ 11 ; III , _—'// / / \�� '/ //l rl , II I l l / / I , I I , I I I I I I I I I I I I I I II \I II \ \\ II 11 /\ l l I I l / 1. 1 l 1 \ , , ,—'' —' ,' / \ ,//' I /;, ' I I I I I I I I '\ \\ \ \I I 1 1 I it •••� Q z / / l rl I I I I l/ l // 11 11 r /// / // I '•I / /I — ' // / , —'-- / / , /, - / - / // _ _ _ _ % / // /, // I i I I I \ 1 \ \\ \I \I ' 11 I / (D z i / CODIC , CONCcrf \ \ ¢ Q / \ \ \ \ \ ` \ \ Q i DENSE TREE � I 1 1 I I 1 I 1 I v — — S/ _ !TRENCH PAVEMENT FOR PIPE - - - - - - _ / INSTALLATION AND RESTORE n ' / PER ASPHALT PAVEMENT -- -- �\ RESTORATION DETAIL DENSE TReES LEGEND BRICK $`J CONCRETE N ©__ -----1 / /'---- - � SIDEWALK — / _ / — - - - /- ' -_ — — _ - / / / / - ' HEAVY DUTY SCALE I "=20' JOB NO. e _ _ ASPHALT - /------_----\ TRANSITION CURB \ / / / _------- — _ / 49370 AND GUTTER AND ' / / ' - ' ' - -- _-_-_-_-_-_- -- - - - - - - - - - - - - - _ - _ ' LIGHT DUTY 0 20' 40' PATH TO TIE TO AND ' I �' / / ' ' - - - - - - - - - - - - - �_ _ . - - - - _ - / / / ASPHALT SHEET NO. MATCH EXISTING / i� ,- _---- `-_-_ _ — - _---- _ --- _ C4.5 / NSE TREES - a c L .. Str'.h% n.e. �zZ vim"iocuT) - \ \ ) F�<I \ ' \ tt\ `� - \\^ 1*04 l.AL1H p iI \\\ - I I / -- II I i I11 I \ CD / \ m u / ? / . \1 ) \\ \ 111� \$1�\ \�\\ / // / // / ul�( f y r / J 1 \ " %_ - - - ' ,,I mil\ 1 \ t \\ r \�\\1\ \\\\I \ `;lt�.\TH:1\'�'I.SHQ�1��(. ( y -// ! (�(�i�l�,\\ `\_=,/' �. /iJ�� Ills J ri/( 1 / H l�\\\ I\\\\\\.n- \\\I L(c.No.0402057151 _t -- \t \\Ilt'I)1/1 --3 02/28/2022 /• // \ l \ rrlr // - �\ \ \ \ I \ _ _ _ _ ✓,.: .ti I\ 1 I I I 1 \ ( I 1 / - , I t _ \ /j� 1 - - \Q \\ _ - a' a _ _ _ �...'/i 39D'/«T�7.Dt7�^ 1 \ \ \ + I \ // // I, �� >\' IR\) ///// e _ - rrB / FDQI �N.\\\ -/ - \ ` a llfll I 1 1 / )NAL /✓,r `-_ I Q\IX\ I\�: r_ It� ♦' / o `\l� �\ \ �11/1•1111i1111�1 / - f I� ` a1/ / _ l ` �, \\ \ r ar % \ 1~ - 1 II I ( 11 l \t \ / / j // r / 00 1 \y D2 pq� \ \ 1 � q�� ` \ - 0 _ o / / (` i% ! �� �\ 1 / /� ' . - _ ` \ I I III I 1 .,\` \ \� \ m / J 1I!/ /. y OD) �q fl/,. � \ , r \ �J' O- - - - (�\ / l \ .�-c� _ter - \ ` \� 1 I / (G l\ I \ \ N u l 1/ l l \ \ \ \ \ \ , / / 7/ - _ri< 1 - _ / ) I I�r\\1�\ I EDtJRM CENTER r j=c-r- \J\ 1 t) r y J 1 f I II 11 I 1 lj1 \\\\ter (o 6 1 1 1 / 1 vb \ l \ t\c r d7_ _ I % ///Pi/ U /!/fll r ` \ t I �` \\\� \ I �l � \If \ °o> 1 _-;�'-' I ; / '- u ` _ _ — I Ill jr r// a 11 If I tll\\ 3\\� a 0 UNIVERSITY IMP 1/li l , \ \ I \) \ \ -- l/ ,� _ f — _ -s- y%-- ;_- �l�\\ \ \\ /rl I / 1! ( I \\\ I > E RSI)y OF 59D2-i_ ( / I! /l . \ \ l \ ( \ \ \ 1 Ill \ \ ` ' / / �/ ` - s� _g -_ - , \ /i,Q I :�J / / /// / 1 II I ! ! / ) 1 \ `IIl7 a; E ! �/ 31�g D, VIRGINI/A 15 `/11111f// l \ l / \ \\ l 1 I ` f _1 \ \ \ , \ -- _=__ __---- �.,,Y t ) I�I1) / / I / / / ) 11 - yy� l - OMPL B. ?93 NOST p ;mil "I)IfI \ \ _ _ J 1 ^ , - - 1 I I \ - _o ° / I - _ _ - - 1 I / / I l 1 / / l 1) ( I I 1 I x - 1 3, Pg ROPE l/ // 1 \ \ _ \ l l 1 , , �/ / _ �'.._- \ J l , l ( (I 1 III 1� ! // / I 1 li l r W 3 / lI fb f �i ( 1 D.B. • ou g Rl•IES, I /! I // ® r a.., \ \ \ \ \ \ \ `\\ \ - ,\ tt /J t l I / h _ _ _ _ \ \ _I r ! _ I IJ / 1 r V a, 3 !r/I r I 205 P C. - / ® / - ._ - _ e - - _ _ ! / n I / (n rn // I 5 N C \ ? b \ \_ ! 1 1 1 / / I / G ) =III ® 4 \ / -=' "1°` - \) r - - -- ( I (ll f • b i I ( ri// //( QLL3 l \ 1 11 y,l' 0'g• 1 8% - I O ? - ` \ \ .= \ ` ! .�,,) ( / ` ./ Y \ \ /ry1 It / I 1 1 I I 1 (l 1 / f l I II f, 1 I / ! J /\ 1 � a m M z z P g ae _ I GE TtAP 1 ( %_ - - /i r I l/ r w w l .� / •( ;S _ 22, [ 4 N l ( 59 Of>' / ..- „ \� - :v �. \ 1 , y I 1 I I l I I 1 / I / I I I ,A /( / I ¢ m u co z 4$% \ - \ \ I I ANc 1 •U59�2� 0/ / - \' f f 1 � 1 1I ) J [� •„ 1 _ � \ \\ ` � ( D \ 05- � - ' \ I 1 I l III / ♦ ,; vi/ i \\ L e , %I o o N // / a I _ I \ \ \ /// / �>/1 \ \ I _ \ ` \ -`) ``\\\ r ' i `1/(-\ I\\III( I II/ // I // Lu ///� , �� > / • I l� '>� -\� C , 9p2e / \ \ \`_ / \ I 1 , / I ` ,� //, / t7viV//"i / / / / _ \\ \ \ - =r� �}\,\\!_�•'' / I1\ \ I)\ �1 I I( II I /// �v��'' . •� A I�. I Q -6 I -` \ \� _sJ J / / / 1 11 n 1 • \ \ \ 1 I III 1// ! / a z +/ I ` - \ Z` 4 \ \ B 51 --_ / / / I / / \ \ \ \ i ! I I I / / I I ( / / - C�J / / // //r - ` - \ \ \ \\ \ 4- _ 5982' ,� , , //, 1 / / \ - I / f / 11 \ \ 1 I 1 I 1 1 1 I I \ 1 / f 3 O x rn z z / / / , RII / O / SPOR1g \ _ \ \ \ \ �� 7AlP` `. _ \_ _ / / ' `^r / - t \ \ \ \ 1 I 1 I / ( i / ,i w O 7 .e--. 9 /�/ / / \� / ,I // \ \ \ \ \\ 1 III Il 1 / � a j//// // //, II ( 1 `- �•I I �\ �\ \\ \ \ \ \ N. \ �\ _ '0� ` ``- - : ✓, / /I//i,/ f//r_ \�- _'- �/ I/ \ Ilil I I�J1 1 I // I// o �1 0O0 1 \ \ \ \ \ `' \\ �o-_ / S /( /// 1 / l /// " \ III \ \\ 1 I ,I II Il 1 / i / I 1 \ \ \ 9D2 _ _ / \ \\ 1 \ \ \ 1 1 I I 1 1I .n z // /// i / II - -- _ , \l, \ \ \ \ \ - \ \ \ -e - - _ _ - ' /✓ fi/ // 1 �_ \" 1/\ 7 / 1 I \ \\ \\ 1 \\ \\ l I 1111 I Ill \ N Qto 0 a n. '// /� ' ( I ,/ 1 '„_- \ "' \ l / t/ \ \\ \\\ \ \ \ - _ - __ _.-_ _ / ) ^ r \\ r\`J \ \ 1 • \ \ t \ \ 1\ Ii 1 r 11 1 I A yr \ \ \ \ \ _ \ �- _ _ __-'- 1 , 6 c I I / r 1 I a-�- 11 \ro�..•/ / \\ \ \ \ N. \ `- _� �- - _ ' / / ) /JI / \ -\ \ I \ \ I I \ \ \ \\ \\ 1 11 11 1 \ $ cn > ❑ 0 ' ' \\ 1t. \ - 1 \ \ I I\ \\ \ l \I1 I 1\I\ \I l rn \\ l 1 1 / / --`, h j"`C`. i , \ \ \ \ \\ -\ _ _ - - ' - - \`` - ` � - _ >_ *> - _ - / r✓ f )\)/ / \ \ 1� \ 11 \ \\ lP 111i 1 1\ 1\ \ / / ° - / ( • l 1 I I I V \\ \\ 1 .�\ \ \ \ - ` r y-•.. - - - -\. - _ - - - _ _ __ � - _ - - �� / / `. / \ 1 ) i I 1 T \ \ \ \Ill 1(\ \ \\ \ \\\ �\ V I l\ I ` \ 1. 1 m W W W I/J:- ) P/ • _ o _II \ - - -------- _ _ \---` `-� --�� / / -•� iC - \ I ' 1 \ \\ \` \\ 0 \. \ ( / 1 \ /_ \\\ mw w w T�/l// /_ tO I `J./1) _ - t `-�\\_ \ --- _-,_\ -_ ���� -/,`� �-_'� ' i'/ �- ( ��^' ` `- `\ \ \ -. 11lI I 111\ \1 \\.� 11 \/ \\� 0 as / = . 1 n 1 _ --- _-__-� - - _ - _ .? _ _ - _ _ I _ / / _ �__ - 1 \ l \\ \ \\\ 1 111 \ \� cow !/I(it(tt/�il / ( ) l� �_ I / I \ _ \ - � �__ \R` -` -'� � // / / ,' \ \ - `- \\ 1 ly \ \ I 1, ! J ) - I ( / I _� (\ - - - _ -\ -:- - - /// \` (\ \ - \ 111 I 1 I I j11 ,1\\ \\\\ l 1\` \ � 1 /,I I \ � i1 1� f r, 11l ) rJl�l� �.7/�/ I T,r =__ --- --_ '_"._ -_-- -� -� - _ / . \ \ � 1 II \ \\ - I// 1 \ 1, , I11 -I / /mil / ) -r i _ - . / -.\ / - - - - --- // \ N. IIr1 /1/ 111111( `-!. III(�J- _ // ( \( j l I, 1 ___'� - I all �� / i'//\ \ ---- - - -N�\� \\ - \\- \ - / \ - _ \ - \ - \ \ \ / vi 1 l / r / _•.� �' I 1 \ \ \ \ •� \ \' \ - ` ` ` - - ' / // / \ ` N. vNP V5- I �\ I l >; (,l \ 1 / //�11 1 \ 1 \ �r - ♦ 1\ l / l ' y f /_ ! \I 1 _"----- ,- \ \ - \-`� \ � Lj-r '_� `\�` �\ \ 11I Ir II' \\ 1 \ \\ \ \ a' \ t \ / I \ \ o \ / I , J`4 / f y �- 'i /'I�/ _ % i / ( \ I \ \ 1 r ' _ 1F (' N. N. -\ - - - \ I i - --�/ / N. \ \ / ( \ r ' / 1 / / r /( /I (" l �/. • /' I / / \ r \1 Y - \ �- - \- - �r ,/� \ - L�1fVFRSIIN Oft VIRGINIr) . 1 ` \ \I \ \ I I I \ ) ) 1 / - / l,l~ 1 1 / / / \ 1� . \i ( \ \ -` \ \ \ � , \ \ - - - _ _ ' / / _ -- _ _ \ / _ \ I ) 1 11 11 w \ \\�\ \ \- \ �I \ 1 / I I \ \ ( / I ! r \ / / / 1 1 1 ! I -!\ I (/ / ! n \ - \ \ ` - - _. N �� \�' \ - - - \ \ ✓ - \ 4662, FIG. 9D4 577 PLAbI I I I t \\ \ x \ \ / I 1 / I 1 / \I , / ! // }}►► \ \ \ �i l / , \ \ \ \ \ \ ` \ \ _ - / / , - 1r' ` s _ \ PG.,8D1 85 (LAT , \ 1, /ir ,, I l 1 / , 1 \ \ \ i U I \\\ \N - C9 \ \lfl 1 I1 111 : \/ I // /I'�IJY I II�Ifl `\I \ iJ/l S VJ. \ - - r__ - \-\ \- 1 (9/� I Ilr✓ , II c / \ \`,\ _ )\ \\ / \ I / 1�1 I!^\ "\! /,( `t \ i� ,,/ , / �.... •i \\I 11 11111\ /,/ 1/// s \/ \� --_ it . -\- - - r 1 - _ „ -�`_ .`- \ = / / / / \ �( c / - \ - 1 1 1 \\ J 1 ( l // / I �..., \ `- i -_ -\-�. r� r- -_ / / / \t.\ I I/ / Itl\ ✓1 \ \, a - \ \ - \ \ - \ \ / I ff I \ / \ 1 \ i \ \\\1 I , l / / _ 1 //// _ QI III I \{ I / - h _ _ - \ _ - \ , \ \ _ -_ - _ \� - / _ _- _ /O.B! 7 1 / ! y Qi ;/ \ \\ \ O \l t I \ \+\1. i 11\ Il t )\ 1 \' `/ , I l y 1 ( it " I IIII II 1a111 Il1t\� / \1 / N. \1\ \ -� /i �✓ , / D9 i05. 1171// / r /11 \ \ �I r 1 \\ \11 r , v 1 1 , \ 1\I l\ J ! 11- t(I, /! II /I I \ / //mot= ( -_ - \ \ _ -=\ -✓ / / 1 \ \ \ \\ H / I 11 11 \\ l \\\\`- f � l// \ I J/ 11 `I ' :. \I)\�// II %//I \\ �\ \II � lI 11/ t 11K"/111%I/ -_- _- N. - R -\_- _ _�, t- __ i/ /,' Jp46 ��/✓ � l � \ \ N \ ❑ / �I\\st I \ \ \\\1 / 1 � f rll� %// (/% tr../ /llli ///I -�\\\�l I \\NN—LI'lI � - -- -v% ` ` ✓' S 110_ /'///// /✓ � -0, "�IR/� 13ti�Ejr///i ^,�`\,�\,)I�\'�11� `- \`�\ �\ /r\\ \\\ (I W W NN \ (� I I I / 1 \ \\\ \\ \ - )t . • Y, -/� , 1\ AiIII / ///--/ // 1d\I4)1 I �� ��/ _ r-_ - i \ \- J / - / i,., /i ( r \ - \' 11 -\ \\l1f (,\( XI\\\���\\\�` \ l�\ /�i/`)()el� �r1 �`_��/j--=1��r //lam, /J 1//�1�1 1 _[_ �____ _ i'� _ i ---,/✓ - ` s- 1 - \ iJ \\ ����r/ �'' // .- i�i��l� �(\ ✓/y', �t 1ppa�� // \\\I �i�l NN \ \ ` \ -� - ,i / r / // / �ii/ I Y = -- ___� i'� _•�\ -� i / / / '^- , v C \ .'�l', i� / // ( ! f ,' / ,�.t� 'If /✓ \�\"\r t \'11� / U 0 rIN t \ r / I \ \ - N. - \ \ - - \ _ - / / I I ti- i = �•5 ./ I - _ - i_ - \ // �_ - ` rl \ r _ _ _ _ _� ✓ '/ / / ✓ 3•}ft. #J1GRF/6 / /\ l / J% / ` ` \\ 1 1 r \. �r = H i i .\ \ \ \\ \ lL Si _ / _ \ __ _____ \ _ / - _ I f-� _ - �'/ 'ter /// r J 1 / '/'/ /'/ / _/ - \ \\�1�t I \ r .tiN 11 \ \\ �N \ ` \1 1 y�P ;ram/ \` r,// ,/'/i _G�` / \ �'2 _cam___-) \_ /, _ -/....-' ! _ 1 1 0 \\_ / -� �,' / r ✓-'�'/ ` J -- \\1 J / g/// �'-/ /r / /,JI 1 \\\-�-i /_/ - ttU. tt / It �It\�\/ u_y oDATE Ill I 1 / / �a i� s i- �.\ \\\\ \\ IIII I/!/ �iti/ / / - /+f// �� /���� - -- \ / \/ _ _ % / / - _\ \-\-\l`. / ) �a/ / /L �. _ , ( ! \ \\ \\-I - / / %t r \ / �// f L / / - r / i _ _ _ - ✓ ram\ \ l \ f - \ - \ \\\\ \ / ✓ i \ N / \ ) \ \ \ \ \ ` \ ' I\ \ \ \. \\ W l \ 1 I ^ - _- - ♦ ^ / / I/I , / r �l _ _ _ � = _ RSEt� - _ ( I ` s <Y _ - - ` - ' P' - r =� �\ ` \ \ ( t \ - \ 1 _ _ - 1 b�",IyT\ II \ L- O Il \\ \ \ \ � -• \ \ 1 � I/ \(,; , \ \ ' i, / J �O LI / / / / ` a TES \ \ - _ \ i' o r = ., \\� / / I I \ \ 0 09/20/2021 _ )!�r/ \\\� \ \ ` `V.T\ 1 1\O•\ 1 \ yr `\\1/;i ( / - - - �> > j�/�� �- _ _ _ - RIVE l = - _ _ _ _ _ = v Kr✓ ''' '' URS DR, �� CPR/na>�tmx. irw.�y.�s�s. i, ✓. '� . - - - _- _` \\ \ \-�\::: \ ✓ _' \)I IIII IIII 9� 11 �\ DRAWN BY ' �'� \ \, \ \ \� \ \ \ 11 1 1 1 1 i ( 11 \ 1 \ � r -) 1 \ - - y////% / _.� = _ . _ / / d / 6 / / / - / - _ =�'�~ \�-�- I GOLF C� _ _ •r , �(yR \ ` .,. / _ - /lglll hl i \ ) 1I \ ` r1 \ 1 /II / -_- - \ \ / ♦ �/- \ / - -- - - - - _ ' =s'- � _�\ I_ \\ / 111�% / A. MABEE // •\\\\\\\\R \, \\\\\1\ 1 1 \✓\/ // /ice_ -`-\11) /// /1( • - \ _a - _I—vz.--- orvF -rv--- �/'/ 1_= 1pp.�� \ ( � / :� ::�_ _ii/ / \" \ \'�v .-• \ \1- / % /✓ - _ \\ p\ I pl l / // / ✓ /` r a _ _ - '?� / - 3= a_F✓ _ , / 1\ K �\ / o'/, _( �' ✓.1' i/ / DESIGNED BY / \ \ A t1_/-/\ i7 I / _ �` \ \`` 1T I I I l 1 / / / . \ . \ - �? / - r,- =Y. , , _ / / / _ _ ____> _ _ i o 9�'S _ ` \\\ \ \\\ \ \ \ \ Ih�' _ _ \ RIi , r -\ 11 IIII I / / / J I / / - / - ♦ i \ l\\ lI( • \ i �'..�� �� raervOF onsilA=o umiT / , i - - / ' ' ' ' _ e 1 r : '%i t ,- y1 r \�-\\ 1 � I I 1 I ( / / / I / _ / ^ \ \ " I 'e'l_\ \ \ �' / \ .i / . / ✓ / _ / / \ > _ - e � %, i ♦ ✓ A. MABEE \ \ \ \ • l ,\\ \ \ \\ \\ \ flI // /// 1l 1 i)ly�)11/1j11 11, I/it /lI ) / -\- \ 1 \ t\ ♦� I li / -/� / / '' /i /✓ _'' I / J/ e - -_-_-_-\ ' _i / 1 \ `` - 11�\ \\ �\\\`\`\�''�\ \ \�\ 11 /%/r ll / aI llrl 111 1)/ 1 / / ♦ i-_ \ \ - \\\\\I 1 11 11� I/( �'_ _ i--\ / / ,/i /�-- //J / // ^`/l \`/^ 1�==---_ / I� • CHECKED BY / `�`- \ -)J)-IN, "•\\\\, \\1 ) ^,, /// !( /ll/ /a I I 1 I / I ( / /^ l \i\\ /� - . / J/ r �/ / /, �- \ \� / / ( ) A -7 ( 1 I J / \ \ I I \$jQ Imo_ i r / / r - , - _ \� ��. I ;QJ- l'/ l ! / 1 / ( , / / // --\ ^ 1 \ \1 , III \ 1 (/( rI ( / ( _ \ 1 �),- / / ✓ r / ! \ I \ �\ >r _ - \\ \ / 1 1 \, �i tl ll 1// lI/l _�l // ///�/// l /I /l1-/ I / / \ �\_ 1 \\� _ /r / / _ - == - \\\ • _ - 1 / / / l I l l l / l / / - \ - _ 1 / \. % / _ \ ( \ / / -_ �� - _ — f \ \\ o \ l l l J. SHOWALTER / r �- \ 1• \ l// l ! . l/ JI // //// / (/ / / ! / ) / \ I \ I I i, ! 1 r 7 NRSflY�F yl@GIN14 FOOR�TION / a5rx rte i - i r ( 1 - _ _ _ r- i ) `�\ \ \ �O ( / �, ( / _ / II / Q / l ,l I I I/ I / /// !/ / / l /! l l f I 1 , / I 1 / r l - \ sei rail - = U) Ilhl 1 1 I D.. 46UZ, PG. 574; 571 (ElAi� / / / / mtr uv - ,: - / I I ! I ) / , ` _ _ - _ _ � 1 \ , \ \ )p \ / • SCALE \\ I / // 1 ! I / - // /i/ //// / 1 /��J l/l �lj /////(//�/II/ /f!. ! II/ / I I !) // \ \\ ` , - 1 {i II III 1 1 I lilyll(t ti ` 0.'2933,PG 80,�5_(PbkT,/�/ �/ � / \ 1 ) C � - ! / �// � _,-- - -- 1 `\ 1 I ,/ 1 ,_ / l l l // / / // // l , N. ✓- 111 11 _W� / (Kwll1 ( l I r / / �� !1)1 /JI/ ' �!I • 1..=100' / / // // l / / I - / 1 / / 1 / 1 I 1 1 l _DA7 2712 It 325 r � % , , ' / 1 r I, 1 / / / r � r _ - - > / /i / / l - /,` ' 1IlQ E,,I I/ I) //� / / // l I 1 ( \ \ \ \ , ] •_ / III / \ _ r _ i _ • // // _ , _ < / / JJ qj1.(/• l/ if l !///!/ / /I /..! / 1 I 1 / \ I - -\ \lI - Illl 111 11 11j\I r l // - �'�.�1055 PG. 1fL/ lJ / / / !-� - // \\ 1 �. ✓ /I',/lr/ , \ r _ 1 -.J. J \, l , `oo of l I l ll 11 11 I Q I f I f 1l / l / I // // / / / J / / \ ♦ V % III 111 I 1 yl Os OC �.8 750, PG.' 372- ' - 1 _ \ _ �\ 1 I I l l III 1 //i / /! // / / / I /., 1 / J I 1 1 , / \ \ \ I I 1 l 11� i , % / / \ 3 r �/ 1 I r! / I- IIII III 1,1,1flrf //1 ! / I// / I 1 I / f I / /1 DAP 7S 63 \ \ \ _ / , .( // - - _ l / / r Jr - _ _ - - \ l I 1 1 1' 85 �IAI) // / > , �� - _ ` • _ l % I / / / \ \ \ \\\ r /' ' \\ \ I II 1 \\ I / `O' % DWOOD]3pLF iOGRSE-- / J � r d, ` - r , r/ / ( /// 1 1/l / I 111i IIIIIj1111I/I///I .11/ // / r ///) /\ rUNviWOFMRGINIAFOUNDAT10N \\ \_ \`- / \ ) i Q1 t7,III m \� ' I I'/ // -✓U) \ �, \\ / , f/,�i _ _�` -- , /,- - I \\ , 1 / ° ! I Ili I11j 11 IIII I// / I I / I/ l {J'BE/4662, PG 574, 577 (PUT) - - - \\ // g\\ / r.ar I I I r/ , \ f (_I�-_ 1_5¢4.0 ACRES; _ / I /, ✓ - - - i I \- / ( /✓r ✓ <. _�_' _ _ - _ ` I [III- -- \ \\ - / TF s / / /Il ti / l 1 / II 11 I11 I,i IIII iI/I /j / / // / r / / / ! J, ♦ - IM 2933 PG. B0, 85 (PLAT \ - \ / /1 ( Iry - _ _ - - _ -& _ _ - _ - l f' / ( \ \ \ �NC f l / �l l I I I 1 111� I 1// / / /, / /' _ _ rs- \ I ,I �. �' ✓ o ' o - / I I / I If 1 I f/ / / // r / / r / B 27i2 PG. 325 N. I I Il r i 1 I11 \ / / f // 1 I �I ( // / ♦/ _ \ J I I\ I1 /.- I I1 f1\ 11 / ! J / / r)�\'R�-��\� 1 ///ice ��� ��- • `' �\ ( 1 I1It\\l-=J// \`\ \\ \ �\ \ /i / / r l ! / l / I 14 I I I I T f , % / //r / ✓ , / / / I / D.B. 1055, F6 271 - _ _ - - - I I \ \\ /� IIII 1 I ( / / / I / , `C y/ / , , I \ _ i / \ \ ___ r ///I' ,1 /11/ r V/ II% 1 IIIIIII'I, I,I,I I /I/ ///' / /i' I� D.B.750,PG. 72 L /' ��/ -'� II \ `r I II II t I ! - )\,' ,� 'Ir///�✓/-� - _\ ~-" 1 \ \` , ) II\ ` \ \\ / / / / I� l ( 1 /1 I 111 11�1111111111.1IFI",r// / / /I / / } \ - - - ' - \ / �/ / 1 / 1 ) /�//r�// `fill L 1 I III I'llIll I I _ - - - - _ / l I / / 9 II I I / . /// / // r /- D. 453�PG. 851(PLAT) ) _' \ I r JT 1/ Ill/ll/ /it fill 11 .111j11 I I I I I 11 ! I,' J I / �) / 1 �/ y° /l/j% ter/ i _ \ 11 \( ;\ \ !"\\ / / / - \ 1 \ \ \ - / \\ \\ /I,//, I � 1 I l q/ 1 IIII Jill (IIII�I�I�II//I Illy%1(i il/ /// //✓/r r r-'BIR4W DODO OURS�> /1// \ / 1 \\ I r�/l �Ill/,"/I/l IIII 11 _= II"Il111II I / I / a //- \r- / / 0 _j / �// / / - / / ' -�\ l_ \e/\ I I \ ty I/1 \\ \\\ \ J Ld// J/ 11 / - 1 IIII J / _ - _/r J /J //r J // / / // / // t- 1 / T_ •\ / - t\\\\ k ` /i I / l / 11 I I Il 11111, l' , l ./ / J / ' ./ ( / / I I I I / / /I 111 1 /il _ / /l 1 STORY BRICK r ' // • / i ' \ // -' I I / / /, / / Y / I 11 II ll , IIII! 111 l,lll/fl r• / ) ` _i�,/� 1 ' \I�-1{./�' J II,II1'IIIIII I/I1,�Ill =//rim'_ I I 1 I f / / / , ' ///// 6/ ,'--\ -\ \ I /' ! '_ / 1 1 I I. \a/ 1 I \ 1\\ 7 / 1 - / TI /�/ / I M I/ �Ii/111ill" III IllI f / I I I ,/ J / -\ _- ` \ \` \ \ ( / / II ) t tr I Is ,}w 1 / BUILDING / r� / / // / \ / /r \ I I I 1 L _ \ - / / // // I / 1 '/ Il I ! o / / T1 I /' J II lI-1. ,lll,l( III I %'/ / , / 1 i - \ \ \\ \ \ / /ll /�! /r 11 or•py, /I 1 , / ,/ / / / � / //)//i /`\ `_ 1 ll/( �\ 1 Il\•i /� 1 l \\ -�� 1 1, I I I / 1 \ /, \J1i1/ 1 I lr , 1 / I I I I, \ / // ,,_ o I I \� 1 1 / ( 1/ /' /n J/ /1 II ` / / \ \ ( / / Ilt I / , / \ II 1 I II I / / / / / / / / , I 1 , , 1 ! I I 1 / 1 1 % // / k� I /\.%lII1111I111 I II11 llyl ( / ! / it\ 1 �ae li I i)/?/\// \\ :Till l 1 I I IL,_ \ L -`'I / l / 11 d 1 1a _ , /-,///I(1 11111111\\\ >\III / / /__- / , / <� _/ !/1/ / ri I1 / ;, I 11 I 1 f \ ) I I /, / / / /,\ \ I \ \\" I {\ , � j ) 1 "� _ ) ! , I / / I ) I I I I I I \ /__ /, . rI I I / / /' / I // \ , • rr) J• 1 /Ill 1 \ \ I I \ \\ _ / / O I ,I I ,a( / , /t I I Il I / / i i 11 / / / ( , I I• I \ \ \ \ `-- __\ . , • ,\\(((Il,ll IIII\�\\\\\�\\\\ 1( , ( /- , tsaagwfr 1 ,-_///////i �1 11+I!///ll///Jl //, 17 / Il 1f1 ,1 I ( .\ J l r// , ' /,/,/�ll I/ ( _/fir / / ,III I \ \� '_ _/ I ( , / / ` \ \\\ IIII \ 1\\ \\\\\ 1 \ 1 , --, (+ r /, I� / Il ,/ 1 / / l ll ll I V I \ I \ \ / / !/ //'/ / I I ( 11 . 1 1 161.66// '- ° \ji / / // / f l �l /� \ \ \ 1 \ \ \ 1 of\i _ - - � �� s i Qk\k ,- - _ / \ \ { 1 \ 1 \\ \ 1 I // / (/ i 1 1 l I , \ (/ (/ of / / l I , / / / /! 1 = `.., J/ \ \ \ ( \ � \ \ /� / \) ,/ \ )\\ \\\p I\\\ \ \ \ ( \ _\ 1 ((/ / \ \--.S Ill / 1 } l..-, ,\\ -1 ( Ill V L -/ \ I I ! I / / I i I / r /b Il`_/.I \ \ , 1 \\ 1 L.L // /l Ir- ✓ �� 11\\ll,ll \\\ \\\\`\l\\\11 I / % ' l� 1 /�-�,_ /II((/ . \l �\_\1Ip,///ff'/-/ II (/• I I \ l-1`�IILr 1 1 !I / 1 I � /.ill //- t l (/( I \- -\ \ 1\ \\\\\ \\ 1 ll\\ - I = (1III1i1. I I Ill I'IIIi11 I ' - \�/�'`\ I \ \ \` I /// 1 1 % L --- / I ! / ( I I !f , 1 ) ( - I\.\ \ \ jam\ 11( / \ \ .� / I ®r if / i 11111 I Ill I1 • 11 1 t -\\` \ \l`\~ \ , I ! )� J/'Kil r1/Ill I.. 1 �3' 1 O�iOt RKI 7 I ff,F/41 «- \ - / / / / I I 1 I I / / / I '\I I(al /I % (J t\ ((I r l l 1 / 1_- \` . , \ \ t \ \\\•\� \\ \ \__� .I \ —--____- l / -� / I11\I,,, Ill II III I ) - lI yy{ ._ __ / i i I ! / \I \ \ _ \ - \ \ \ l\��,1\� l-�^_ /lip !'�l\���,//�///�r�jl0IIIII-lr11111/!)II III I / t \ t:;\ `\\l\I\\-\\•\II��1�/I�rlllr�l\`:\1\t`l11 Eiv�E \lF0 - ♦ '[ _t / //J/I I I II 11 i If/!/ilfI( lrl (-\\\\\\ �\ `\ \ -\--\ \� \\\\�-� z \- ' / -// - \ / o /, ,III/!' II//1111OIl III / t / \ _ J \ \ °rta) \�!/// !!// /!/ l)\\ I ,I \1 / \ &" tea' rs/, /i /y 1 \ 1 1 1 / \\I � Illr l\ \\ \�\ �\� �\�� \ \ `� \ / I•- _ �� / _ ',/ 1 1 /' 1 1 / II' 1 1 \ \1 I 6U `/\ --- I , I -I 1 I 1 1\ I1 \ \\ \\`--\ `\ \ _ \ / r \ ^ T-- - II 1 / \/ I 1 - I 1 I !"\ I rl1 {, \ \ \ 1 \ N. . r 1 1 w \ \ 1 l \ - _ 0 � Q ` ) \ i t - J�f �s�_, 1 /Il•(111 /I / \ l I \`\��' l l/ '/. I, ( \\ \\\ 1 \ - �\ l - / a I 1 1 I \ I -� \ \ -r;?\ \ _ J \ 11/ ( ! 1 - 1 ��_ �i��I/�JJ 1 11 J 1 1 ' / '- ` - ✓- / I - // I--,// Ill\ \\ l\I \ \ _{�'�`I ) _ J - / -r I I ° III I1111 I I \a\ \\ \ \ Il%\ =_`_ 1 / II I i \ - / / / l\ \ C \ I \_ Jr / / I I I I I III) )\ \\ \ �\ -\,_ - \ \11 - - -*' I \\ \ Y �� ^ r/ // J I I 111 \ \\\ \\ \ \\\-- 1, \ \ \ 1 \l 1 I 1 `r -a / - � � r r , \\ !,// f / \ \ \tf `\ - \ `- J,- I 1 / / 1 -\ Q \` - \ - I1/ 1 __--_^_'r a. \ \ l I 1 C -_ _ = _ 1 1 I / I 1 I I / L (i l \ \ \ \ \ t \ I [ \ \ / _ /�• /,•}••.,� ! J ! 1 - - \ _ -n _ _ _ 8 \ l \\ \ \ 1 ! ' / 1 _,� r \\ �� �``�s -(�_ l - �i I \ \ I - I 1 1 ! / r /I 1\ \l \ \ \l\ \ - / ✓ [/\....Lr,, 11 `A \ \ - \ \ N. \1 ♦ -_ _ ( w _ y 1 ^r ✓ r / / / 11 0 . _ _0. % CC � I J ' ^1 1 0 ! ( / \ \ - /- � r--_- / / / \ Ill 1 >. 1 I ) )1 I1 1 I J //I\ -\\-�- J ! -.r `,\ I _ _ - -- / /J/ , , /✓ ✓ ��tr�_ f r , l / !I l( \ \ o. N.\ \\ ce/// / Z V 1 / /Y I'lQ f _�- r _ \ l \ \ \ \ N. / \ -I_ \„ -I = t -- >J/ / \ \\ 1\ _\ Z \\ _) ___ _ / l / J II `\ - - \ \ ` _-\ "���,^- I'` 1/ ////l/ U' Q //TT '\ [ /// I /- ' / III i1 ,\ \- - \\ ^� _ \ � /(_/ / 11�- I I / I / r, \\ Cf{/®• \ S� (n I (I r l \ -` ` \ - . \ ) \ \\- \ - l \ \/ //// i/r�/ t \ ✓ / - /,. / , _ / 1 1, / / / / I I \ 1 \ - \ - 1/ I111 ///%!� J, . �1 / �I--) `\I\\ 1\\\\\1\ )111 Il\\�1t lam_ ( / _ \' ,ec,� I T\ 1 -� ♦ _ \ /✓ -� ,,�, r• ( % /_' - / // I l r \ - \ - _ '/ fv 1I /%/), / - , ) IL I 1 I. -` \ r - J _ 4 - //, / �t\�i \ \ / e /, / / /_- ro'/ / // // I/ /l l II - \ - \ - - I( I( 1114 u / l l 111 (l / ( /i \ \ \ - 1 % / / I l \ \\ _ _ - ` i _ \ \ \ +• -\ \ ✓ ✓ / / / / _- i _ _ _ % i / // / / l I , 1 ( •' -- - _ - \ \ \ \ \\ / / I / .-i ' 1 Ill\\\l\\\\-ii \ \ 1 -v _ / 1 / I 1 'I 1 I111 \\l \\ -\` `\-_ -- -h , \ \ \ \` -- _ _ /- /•/ // o _ - \ , 1, IIII 1 6I F-i i r i, I ! I l /l/pp i \,�� \\ -� -\\N\ - - \ l -w* \ \` , \ \ \\\\ \\ \\ \ 1 / i_ A ✓, _ /' ice / _ ✓✓,>;'J'/// l/ /l/ / \(� \\ \ jam\ \ k \I\ 111 \11 N ( 1 D / \ \\-'' • \ , / - ,.Y % /� _/ , / / / / ) / T•l \ \ ��'\� \\^- � te7 \ \ � I ` \`\( \ \ `� \\ \`-\\ \ \\ \\\ \ \ \\,♦ -- _ 1\\\ - \ 1 - r' ✓ /r �_ _ Q' �_ // l/ / /! 1 ` \ 1 f / I v Q u I 1 \\- t \\ \, -/ \ �� rr ) // / 11 I ( =yY \ i\\ - _\ - 'I 'c Z\\ \ ` , (3 \-- \ \ -_`- �_ ,-�/ // ✓ _--� , /- / / I 1 ( /' I a- - \ - \ \ - - \ - - \\\\ _ - / / / ' "'1c...111ccc....✓✓! / - \ l \ \ - \ \ \ l 1 I I 1 I L.L I - \ - 1/ J/ -� r r I 1 ! I I - iar \\ \ - _ _ ' ✓ , - / /� �// / J / - `, \ 1 \ l e I f y I I I / / / p /�10/ rl - \ \ i N / I I I I I! 3 - \ \ -\- - / / / % / I ) I T , 1 ( :,' /y` I / \\ \ \ _ . `) i I11� 1 \ \ \�,� \� t \� - / '✓ /.�., / _' / ✓ ✓ / / // I i / \ \ \ 1 ( \ \ 1 \ z c -eFfF,_ \ -- - - >c/ ,�i _ �/' ( \ \ \ \, N 1 r 1\ ,, \\\ �`- \1. \ -^--�_ / / , , , ___ _ ✓ ✓/ ,// / // // ✓- , _I I I \ \ \ 1lli \ \\ \ \ c /�\ \ I _ •. \\ /-� /� /�y_ 1� \ / //� r ( I II \ •\ I \ I I I `� �l \ 1 I \\\, -�� \\ \`\\\\\\ \\\�\\ \.' \\\\ - \ k ( ' /,'/ //'i /-' _ - �'_'/' i i i / - / 1 \ \ 1 \\ \ \\ LL � r \ \ 7 / l t' % `�-\ L 7 / IIII \ \ c I l t I 1 T' � � \ \ \ � - \ - \ \ \ \ • " \ J / � / r , / _ � ' / ' � '� / � // / ' ( \ I l 1 \ t \ I \ \ \ \ 1 \ \ e i� \ \ - \ N. \ r- /r1/ I . I I I I // / // , \ �` \ \ \ l I ( III \ ` -�`\ \\\\\\\\\ \,__-��` `' 1 / _ ' _ '/�'' ��'�-_- _' /// I J I \` \ 1 45r- / '/, , _ - ,✓ / / /,' '/ �I/✓'r -7 ( 1 I 1 \ \ \�I 1 11t 1 ,I \ \\\ . I / \\I \ \ \ / / / d / /// r ✓✓ // I \ \ \ I \ \ \ 1 \�_'✓' _ __ \ \ - IIl! / I II L1 I \ 1 l 1, _- _ ( r r II I CFI / \ \ \ \ \ -_ - \ _ YDRK / / / % _ /, // ,6�>l , \ \ \ \ \ i 1 \ O z 4 \ ' 1 \ t / t \ 1 X \ ( 1 / '� ( / / / „ \ \ \ \\ \ - \ - 1 l \ _ DENT J / / ' '_ ' .r>Y / _ _ _ //i // / / / / / \ \ \\ \ \ 1 \ 1 (1) 1 i--_..._-_-__\�JC.'t`•\(\\/ y )�-/`�%'� \1�\\\_ll-�,\y=\�1 /// t\�=r\\ /ram ...\\\\\\`\\ -\\ \m__-��_____\ �✓ r /_ ,_ ///,i// /-�`. /� \`\) \\\\1 \\LIITI�P7-\ _ \r - i //✓\ 1 I\t\("\ 1 \0\1✓^ �-\\I 1 \ _�\ \\\ ` 0 ' \ 1 J T � / r //r-'/-1 \\ \ \ \\\1 \ __ -.J' / 4/ _ / __,' „ I, j' \ 1 , \ \ 11 �UN �I I Fb Lui -- l✓ �T/ I \� \ \✓/) / ( 1 \ , 1 ( ` \ . _ �1 /, / �- ♦ ///,1 1 \ 1 1 1 //�_.� _r \\\ \ -1 \\\ -_ -- _'/ / /%/@ /,�'/' / /T // _ - I /I 1 \ '•F W V ✓ \ %^ \ \\ ,/�_- I -\/,/r 11f, \ .` I 1 /I// / I, 7- .• /I \ -1 ` I i (IIII, \L i(If /�=-�\ \\\ \ \ I It 11 I11` \/ / ( //'r ''✓'i i''i/ �/i /// , 1 \ \ \ \ �) ) ' I I O.BB. PG\ 7d, 77 CO u _ _- •t �yl % \ / I \'/!J .r_ )�" -i �'I/ al I ) \ 1 /I ( I\ / - ✓ _, \ t I r ,- I i \ -- �`r / / / / ram✓ / \\ \ / I I ) d z _ ---- _ V-- 1\.\ I \` \ I I 1 ✓-,//✓�-- _1 ♦- I i /i 11 \1 ! ' If , 11 / ✓' - - -_�//i \ ( 11 III \l - \\ - i� I I ✓ / / ✓, / / - -r),I) 11 \ - \✓- - - /y� 6- �/ ,1l\ ,I/ / / I'I I� ,ID..o. �32 Q a I� \ - _ - _ -\ - /// / / / - f 1 / I I I l II I ,d.27 N 37 \ 1 ` \) f I ✓ 1/•-_ _/ , ( f 11{ \ I/I /// / ' \ i/ffl \\-\`. \I 1 1 I �-\-N _ '/ ! I / 1 V Q I: ` ` I\\_ ` �' ( \) /%/ 1 .v / / / ( , ✓ / !) 1 1 ) /�/ / - _ / / ✓ / / \ \ -- - 1 \f 1 1 _ �� / / , `_ _ ///✓ / / I 0(5) IIG.12 1 r / r - - ,I 1 _ _ _ ✓-yam _` \�\\\\ \ (.. "' \` ( 1/ ✓ r l • _ , / / // / l�._-/ 1 \ / r ,I / 1 \ _ _ T. z ice/ /` _ \\ \\\\_-70- \ / __\�j�j/ -/ / i / i = J� - j 1 / //r/ r / 1 ( / /, !(r- o ) ` ♦\ t 11\I�_ J/ Lt\ 1j1 \ -_-\�� -_ ^`_- ✓-'//,cj, //%i = - �'/ l t'// / .I I / 1 /// / _/T' 1 Q ""-////_` / / . r - r__ J I I , %/ / / 1 /fl{ 7� f 011_ rr \ \\ \\- !Il ` _ 'y ''/ /'ro I/ r b J // / (D4513, P(. /851( f.�/ ,f, -- __ -- �\--\(;,' r- __,i? ter'\_' / / _ - _ I_ ) t 1 /r r 1 I I/ / 1 / -�- ! �\� I I I l \ \ `---- - _ --`-- — //i / /I TNP75-63 / / I / / / // / DW00 �OLF OUR / - -\ \ \ \- ` _e_-�,f .. �,r/ I r y�_ ---_- ��^ !i _� %).�1 L / O ) 1 ,l/ I t \ ✓ OG I / \ ` -"ate _ _/ /✓ J'v / / / // ' 'C /(-y z , _ ` _ \ZN \ _ _ _ S % / / - - I / ✓, - _ -_ r - 5%/ __ �i y l I / 1 1 I r 11 / I l) l j l l / J �� � \\ \ )� l I ! I ! ' / ( / _\ - - - 'c -� �_ - _ _ __ �__ ~ _ -_ //✓ / \ D.B. 4662,0E VIRGINIA FOU(DA J) �/ / / / / / / / • (I , /! /� / f / //^�440t( REST O l/ %_` -_ % --:- - --r! ___%' t.s✓. - - ( _- /'i__/ ) \\ ) \ ) l✓/ t - 111 /1 \ r)// \ \Ir[L \ I \ - \_ � _-,\1t (PlA //% �/4 // l / I //I/ J I rl/ I r ✓ - - _ \____ __ / _ _ __� / _v 1 - - - _ // / %r I 1 / 11 - I r ( \ I - - - - ' _ _ _ _ - - ✓✓ \ PG. 574, 577 P I �_-- --.�--_-- :__ i__�--i _ - \`/` II\.-„1 / 'I /�= __ v/ ( I\ \ �r/ IIII/ - i 1/) I \\\\mot l ``\- - _-_"_--�_'�_- %i_�=_---`=_� �'/'�-_�\\\ D.B. 2E12, PG. 325 ///i////I�/// ��l IJ/r ll lJ/!I l\ _ y~ I I( / / /, 1 / r / \ 1 r 1 1 / / i1/( \ , \ 7 g; \ Sew- \\ D.B. 2933. PG. SD, 85 / n ,�'-0 -��=-___-_____-= _-'_`_ 1\\f _ �I Ilr//./J\ /l,: , �_�_,�_ , / / \ \ \�\\- l / / \ \IIIIIIIIII ( �� 1,-\ W VI I Tb1,1ND - --\ _ ;.rii'_� -\ ___^__ ''' ,'i.�<'i=\�\Y'11 D.B.1D55,PG.271 ///// ♦ / J /%i%%/ Ir I�j'/J \ _ r __ I_z_ _ _ 1 1 / / r - \ \ _- - I 1 / - \ I I \ 57r �✓ // I D%.B. 75p, PG. 372 J I l r I / _ E: =' _ - -Z- \-__ - __ / `11I111 I I r I 1 1 I / - �/ r / --mot\-- T_ ��� \\ 1 1I 1 \ \1 II,IIt\\ \ � /'/^ I (ilk _7, 2� � -'-j ' �_---- _� --��� i / i,\\\\\\\\) //// = _- _ - -/ =_-__ - -\ \ - -_ ` - - - - - - / \ ,\ 1 1 / I / -) _ - - -\ % �\\ \ 1 \ ✓ / i I• t \ - - S - _ - - _ - / - ' - _ _ - - - , D.B."BIRDWOOD PG, F (PLAT) / I // ` J / _ - - �- - ^ - - - - ` / \ \ I 1 / / I / _ ,�- \ ` 1 )y ` 1 \ 11 1 1 \,�, ! \ ✓ 7i•2 5-_ _- _ - _ - _ '�, _ _ _ _ _ ' 11\ 1111Y GOLF COURSE' r I/1 / / � �" _ ` '� ` ` - � _ _ _ � `_ \ \\\, / / \ 1 / / / , / / , / J ii - � ' � I I .,\\\ t � \ - -- i / (ll I \ 7r%j J o r , D. 1Q _ r - -_- i, � / _ - � .' - / 0.\\ I, \ l ( / \ - - r Jf ^ J 1\ \ 544.Ot ACRES \ /� v _ ��$ - // __\ \I/ / / /I ///// _ _ ,\� 1j11 III \.. -� - 1 11 \\ \ -<D. �i.. -- -Z ', _ /_ _ _ /'j%\ \\\\ \\ 1 Iy' �M4 7 ''� \=_-% i /- - - `� _`--- %` \ \1�// I / 1/ /// // I / I' ((l �"�11 ( \1\\I� i�))l - �%% 1 I. - /� -T )(453, {2G 1 � -\ ,.- ---'/' - J. ft \\\\\ \ I (\l W - \ -___�_ \ %r \ \ i / // / / // \ Il/l ` \_-_✓ _�� -�JI 1\ \ , -_ \ C-1 / I I-_=_ 4MDW00DC�E000R5E' __ - _'✓ _ ,_l // \q / `l11 = _` ?_--� __ \-� \ - ,� r i - /'i,- \� // / / / / \\\ `I II \\\-_ - , i Q \ \ - \ \ / _ _ __'—'- - -_ � ✓ _ _ _ -� _ � _ _ - _ / / \, / -�- \ / ✓ ✓ ✓ ' / '- �_ '', \ \� \- - \ \ \ \ / i i - - `- .- = �✓ , / I / J / / \ `�s+=i% i _ 1 - ' i / ( = i - \` �� \ 4.Gi�GRE$ - _ ' _ - _ / \ c ✓ \ / / / IN\ // /� \ \ 11 .7✓I✓�-___ _-''�\`\�`-��-_ \=✓/�_���' "//'///'/ _ `-\ r_iI - 1 ,\\��'\'�`-Z� �--✓------_. _'.�1,�-- ;,_/ /_'_�//I�\\- �i/- \:\11 ✓ /✓ _ / \�\\` \- \- -- \_ _ _= � � �� � \% ��-` � �jt=-/ / I ' -� � _- - ' \ _� � \�'\ , \ \ \ -. _`�� _ _ -- - _ _ -- �� - %/ / / 111\ i I - _ \ \ \ \ m ; \\\\\\,`, -` - __// /\- \ �I>� / I \ I \ \\\ \\ __ _-__' _ i_ op - -- /_ �/ // / - s ��//� / / (/� a 1/ \ a3 E Ij\\\Sri///_'_____^\\\\`l,.\�\��_�-i-=-__-- `%ii"\� - i�� _-_ ��-_ ___)„ �\ \\V-` /1\ �J <1,1--/ \\\\ \\ \ .- __ � � 'i/� ✓-¢i = //%i ✓.`�-=_/ Ill 1'�\`--/'//l ,ri-�J t�\CT / t C\P ZZ Ntt\\\\\`r_✓�'\\\`-\\\\\`- -____C ii _'_y �-`-�'3_=m_c_- - ���--__J ^-\\\\ - _✓� -�� / /I�-�`�,-'�>I l -.r- _______o✓`- ��•%- J� /i,�',%,��/i=��il�!!//f T"R`%i s_Irys J� J1IL 8i 1 1\11\I11 1 r ✓ /_ `,. \\\\ �-�,— � =-��' /� ��� c� _-___—_ � _-- -`- \ \ \l�',� -` -`\ / / _-\-\11 7 1-- -1 �j�•�.- �i i—j_-_�.� _ - __/ii�_i �/�III(1"\Il ,� '�),Ir\ - -_Jl• Il` /Il -_ I -- 0 \ 11 \ \ y 11 l l 1 I I I 1 \ r ' \\ \ \- \ - N. _ _ �� _ _ _ = - �'Z / r ___ _ _ `\\ .. \ -\ -- \ �.�✓i -. \_ - \ I„ - _ - -y 1rN P1C \ / _ / _ _ ' - 3 1 1\ 1 II / I `\ �_`---_-Z_-_-' ?�' -- 'S/- - _ �_- \\\\\ \ _ i-,i, `\" \ -J _ \:\ l` ,/',=_-%'�- - ��m." t.•.ye \// / ,, / i� ='� ��'- 3 a 1 I I I I I I I I I1 I l I J / / / i� ; \` _ _-_, _ 71dP�6-"D(w,' _ _ _ /_i _ `\-`_ _ _ _ ; _ ��� \\ - \- - _ _ _".. \\ \ / r ' - 11 \ / / / , - _ _/ -/ ` / soSY / 1 ((l / Ir I / J�? J' J I r I _ TNP 76-OA- SCALE 1"=100� JOB N0. 1 I Ill l 1l // \- \ _ _l-- /i' - �� \_ `� -- \\\�`\�--\ -_ \ \ -i // I\ tl \\\ \ / ✓ / _ / \ I I J / j ✓' / /le 6 \' 1 I I I / _ _ _\ — = — \ \ \- `-----_-\ - ;,) , / - - / ,, I / / _ l 49370 „ 1 11 11 1 I 1 1 I 1 I I / - _ _ - / / ' - \ \ \.\ \\ \ \ _ _ - -\ / r ' \ \ \ I '/ / / , / ! J/i _ A. ` ` TNP 76-OA-4 0 100' 200' \ = \ '/ I \ \ 1 \ \ \ / , / r I I 11 l I / _ _ __ - - ' _ - \\ \� \ ���\ e -- - — -`\ \ - j / \\\\\\ \ \ - - / / _ ' -) ' / . TNP 76-GA-5 SHEET NO. s I 1 , 1 � — — — - -- — 1 _ C5. 0 3 m aj 8 t . a a m CC - is m 0 m a L A, m = 0 m 0 3 a yy� a0 tr O U, iX 2rn m0 a2 0 c mw E ° . m . C) a c tr m (7 0. P 2 x F m 00 a� P '§ a me y N 0 O_ £0 P° o 0 Eo c , m a m Nc ° .m 0 AD 0 m m m c 0 0 m a m Ni 2 E L 00 ----------------- \\ ` / \%TK•IN,M.SHOW'ALTER - - _ - - - - - - - - - - - - 570 ------------ - - - - - - - - - - - DENSE TREES -' /' / / ' / / ' ; , _ - j ~ LL 3 N 14D / — AtNSE TREES ' / L w z f E / - o z z / a n y U M W W O O W 10 -- ---- - - -- -- - --- -'- \\ 1 \ / //// / 1 // vi / w \- -- -- - - -- - -- --- — —ujry ry _ v 0 . ry — ------——————————— — — — — —— -- ---- o —00 - - - - - - - - - - - - - - - - - - - - - - —_ — — — _ - - m_ DATE _ -- - -- - - ____ - - -- -- > _---__---___—'-------------------_---------- -- — — — 0 0912012021 ILO/ / / / / / / \ \ / / / _ _ / �g__ `_ ` ` \_\ _ _ _ - - - - - - - — — — - - - - - r DRAWN BY / \ — — — — — — — — — - _ - - - _ _ _� �581— `— ------ — — — —————————————— ——— — —— ____— — A.MABEE — ———— ———————————————— — — — — —— ---_— — — ---- (// � _ _ _\ � - _ - - - - _ - _ _ - DESIGNED BY A. MABEE ui - - - - - - - - - - - _ - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - \ I h^ - \ \ • CHECKED BY I= I / / ___------ ��� -------------------- --- — — I • J.SHOWALTER VJ \ \ / // Ir\ l /l /1/ ,r // // // _ - � — — — _ _ -' -,\ , \I \\ • • SCALE Iw �l — �// // // ,----—__^ I — — )\ 1"=20' W571 --- / ./ // / / / / // / / / _-- /� 573572 � Iz i DENs✓ETREES /�� r =--- L/, 175 iL 10 i / /5 \\ / — / \ \ // / / \ L.L Q Q LLJ L / C SCALE 1 "=20' JOB NO. 49370 0 20' 40' SHEET NO. / I C.5.1 lb a c L DENSE TREES / — DENSE —TREES SCALE 1 "=20' 0 20' 4u --— — — — — — —— ---- — — — — —\ \ _ / --—— tj DENSE TREES _ — — — —_ - — L , ' / ' — — — — — — — — — " / /, // r ---------------- R-- -----_----- e- 8 E 1 _ APPROX— IN 557,97 — — RS _------ 8 '----- I / 559 ' fo �`� / ------- a _ _ _ — e -----_ --- - ----- / --- - -_---- --ARN .,LOCATION OF E I Q,15" RGP CUL'VFRT' I / 6 / ,- 560 ______ 556 ____--'- 558 Yi E LO�ATIOP�QF-EXISTING 5TONE ' '\, \\ — - - - -- ------ ' ; / — _ - -'-_'8 ----------------- COLUMN \ - / R CD to LO STa R_ Y� _B U- t o / � , ,III, _�\ / — _-' \ _ G__�� \----_ TV i8 1 ' / / �' i /, ', '/ Al 1 — ^\ \ 1 / y10 ®\\ — — — — — — — _ \ V '� 3 11 / 8 '' ' J '' '' / / ' / / / /' " J3 Al E A g' IIIIw1\1111I //J ill /// .9 I I I I / / r IIII I11 = II I I / A I 1 ,,11 III r I I I, 1 11 l l l l I 1 1 1 I I 11 1 1 1 � \ / �gERSE TREES _ 2 t I, II ll 1pr ' U --- \ _ / -�572 09MVEFSJY OF 8RG 4 A—FC�SSATK N 5,2 / BENCH 'fd1A WASC85 Q IW �P- 'R��"AR W A 8-8 W- / G_-578 57 (8'R) M \ _ _ _ -2953S PG " /80185 PL-/kT)-IIIDo B a_. w/ ` / - \ IIII Q-- IJ oB-RPL-.R 372--- D,y /(8 I = U D.B.--453,-_ PG P 88---8_ _-- 99 _''----- RDW,0_0Q__GQL_F--00'URSE, ,' /''� ___'' /// 11 '''/// r-I / J 4 0 -AC R Es _ j dam. 2 tTll.•1N 14. SHOULTER v I :c \o. U-401-0 7151 `� D2/28J2022 t .., M E O 0)O N � > E w ai E LU % y LL 3 LL O W 0 p Qn_j U00 J —Lri w U W N N 30X 0� C Ln U j � a c '^ m N a` a W J ko �_ vi 0 0 0 0 W w a z 0 M 0 0 I- H W W Z U O N 0 O O Z UU O 0� 0� cam!) a a uj � 500 N V) w w ce DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1"=20' z /J^ I..L I— Q a CL Q LiJ �(D z Q>� U}� LLz 0 J ° 0 o ,,< V co QJz O O U 0 Q� W JOB NO. 49370 SHEET NO. C5.2 a 0 0 �a 0 v0 20 �z n0 22 Rw C @ a 0 0 c O@ 0 (7 E Z 5 @ Od � n dt 2§ n U @ X C @o N U E S o rn c 7' a 6S U o N N y @ U c 2 N m C U nS N @ E F_ L oo o I \ ---------------- — — _ \ \ \ ` ` — — — — __--- ' \------------------ ` ` \ \ \ \ \ - - - - ' - - ' - - - - - - - - - - - - - - - - - - - - - \ \ - \\ \\ / 1\ - ' / C. 550 LU w\\\ _ _ — — -------- - - - - -- -- -\ I-- = w l / - GRASS LINED CHANNEL SLOPE = 1.92% Tc = 20 min. Q2 = 0.29 cfS Q10=0.39cfS 2-YR VELOCITY = 2.3 FPS 10-YR DEPTH = 11.4" DITCH SECTION A -A (No Scale) / I WI l/ \ - --- -''--------- ----- - - -- -- -- \ \ \ ' / / / _ ® , ��--------------------------------- - - - - -- - - -- __ - -- — —----DENSE�I2EE�----- -- - - -' L— — _ — _ — — — � _ _ _ — — — — — — — — — — — _ _ _ _ - _ - _ _ _ - _ \ \ _ _ - ' / - - / - - - - - - - _ - - - = _ _ / " ' / / r r rl l`` \ _ _ _ __ _ _ _ _ _ _ _ _ __ __ _ _ _ - - __ _ - - - - - - _ - - - - - - - - - - - - _ - - - - - - _ _ _ - _ \ \ - _ _ - _ _ _ / / - - - - - - - _ _ l / ' ' / W W - - - - - - - - - - - - - - \ 545— DENSE TREES- II ----' _--------- -<-I 545 / 545__ / _ _ -- IJ -- ------- - - - — -— _ _-------- / - - - -_ _ ��SETR — — — — — — — — — —---------__ ----- - \-- - _-- - - - - -- / \ -- — - - - 549 _ _ _ _ / \ _ _ - \ `, ------ ---------------- 'S3B -- — — — _-QEaSET12EES -\, _ _- \ ------ _ - --__ _ _ - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - \ . \ 401 40 ----- -------- - 402 e / ' \o DEJS€ Tf2FES F—/54J•.�j E INL'' / TOP=538 07 \ I \ \ \ \ 15 ; GRAf E INLEfi-------- _ \ \ � '� --_ � \ 1 1 a I I I I I I 1 —1 I I 1 ifIT 63 / 7lI I T-Q—53�•�3�1 11 II I I II 1 1 111 IIII 11 1 I �yT �,� I I I I 1 5\'\ GI�AI E� II'V4 T 'I 'I 11 '1'I II III 11'Il 11 111 n,I / I I II II II II 1 I I II I II SCALE 1"=20' 0 20' 40' __ _/ � _ 1 I \� ® _ /_'" /' �\ !' I 1 1 I I I ,,, I I I II I I, I I CD\\ 1 I I I I I I I I I I 11 11 tT11.•1\ M. SHOULTER v I :c \o. U-401-0 7151 D2/28J2022 M E O 0)O N � > E w ai E - V ¢LLi; 3 LL O w 0 `u Q<_j Uc0 J —Lri w W N N U 7 n X Ln Oa "_ U j a 00) m N d � 00 J am O oc H-F- w w Z U O N 0 O O Z U U cell a a 500 0� N V) W W Ce N N � TW 0 N O O DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1"=20' z a. = z a Q I Z V (D Q Q \> z / �I U}� LL Z 0 J ° 0 0 LLJ af ,,< m V 0 J z I --I O Q O u 0 11-4 JOB NO. 49370 SHEET NO. C5.3 a c 0 0 �a 0 v0 20 T IMz 00 -22 R- a C @ a 0 0 c O@ 0 (7 Z @ O @ � n F @ o£ dt 2.§ 9� U @ x c @ o 0 N U E 0 o ci c �9 16 S U O C N 0 y @ U 22 O c N 0 C U n o N @ E F= L D247 �tTIIAN MI:i'V0. U\C0 CAST \\\II///A v2/28 we EN ES - ��r -_-__��� \� \�\ ----------------- --- 1 /'%/ --/ / ---___�I-�4 \\\\ �W3 -\`,./ / IV/' \ \ / _� �\ \ / / I I // ® I II II I HwL. w 3 AST _\ \ \� \'�'- \ \ / r 1 1 I / / / / 0LL °ry I-H . o z z D! W L M W W Uo m 0 f E Z�=mt 3: 0 _ x N Z z 'r y uj 000 0a =� / I /I / I / / / / I I I I I HU c� twLU o. /I\ / 1 \ \\ \ \ ` / / ' / j / / , M v M 500 W W W a� >> Lo a \ \\ 1 1 I 1 I I I 'I 1 1 I I I I \, \ \ 11 / l / / (n wC7 o w = I I I I I I I I 1 I LU NN w H 00 ON co N ui Z 00 LLI to DATE cf)0 09/20/2021 / / / / / / /' /' , /' ,� \ o \ \ \ \ \ \\\ �'\ I I \ O W DRAWN BY A. MABEE DESIGNED BY ' \ / ' \ / \\ \\ \ \ \-----'""/ / / / ,/ / Y—'=- _"" /' ,/ / / / , // \\ // / I I I 1 I I I I\ \ \\ • A. MABEE CHECKED BY _ \ \ _ - - _ / / / / /' / , / / / / , _ - _ / / ' / /' �/ ' / 1 \\\ / l I ®I \' _ _ _ _ _ - - - - - _ - -_ • J. SHOWALTER 01 \ _ \ \ — / / // / / / / / - - - - / / / / / / /// / \' \ — — — — • • SCALE 1 =20 DENSE TREES -DEN z SE -TRFEI DELI-SE"TREES / i' file / — _ �"'✓" 102 557 556 558 / _ 101�\ 100 V \ \ \ \ 564 �NSE/TREES/ / 1 6 SC e TCHE[NL' SHEET C5.5 / / - - - a a LLJ -D (D Q �z / Q > LL Z Q J OU 0 ' z —� O w Q Q w CD \ m z Q -1 0 a Q O u C) m ALE 1 "=20' JOB NO. 49370 20, 40' SHEET NO. C5.4 C a .? C 0 0 0 �ga 0 v0 20 T�z 00 02 a C @ a 0 0 c O@ 0 (7 m @ Od 2 n F @ dt a.§ >2 U @ x C @ o 216 A= N U O 0g x od c 75a °S U 0 C N N y @ U c 2 1O c N m C U nS N @ E F= L / / / / / / / / / , , (��l �s...,.,.,tra,ti//'fl.•1\ M. SHUW'ALTLR 02/28J2022 r/ �_ o SENSE TREES - - -\ i /' / , / - I // rr l i ' / / / ' / / / / l ~�v3 1 / \ RIPRM \ / , / / / / / / / , 1 / / 1 / l / / p / Y l l / ' / / / / ' / / / / / / / LL O (A N 0 ma Z Z L M W W -i I \ \ 1 I I UU o ' x I l l l ' / / / / / ' / / -i V) w » l \ \ 1 \ \ \ ' / I l l l l l l I l I l I I 1 I I l / / , / / / / / / / / °C S� a? 0 00 U U 'o p 0: o: ¢ ui coil a a p0) w�iuW a .N..�. I >> m J w w o: a / I I I I I I I I I I I I 1 I I I l I I 1 I tli h ly I I ( y�A / Xi I Il l l ,/ O l , / I / / / / / / / , / U I 0 / 1 / I / /' / \ k l l I X- I I I I I I I I I I I I I 1 I I 1 / / / // // / l , // / i/ N N /l / 1 �\ I 1 I I I I I I I 1 I l , / / / / / LU NN 1 / I 1 I ., I r I I I I I I I I I I I 1 / I / / / , / , / , // / � N N l I It I / / / / I I I / / I / / I I I I I 1 I / / / I I I I / / / / = Q rn m l I l / ' l l / / \ I,, 201 1 1 1 I I I I I I ' 1 / / / U 0 .� N '// // ' // / / // ¢ .i I Z 00 I I I I' I 1 I I I I / / / / / , / , 1 O in DATE 1 / 200 I O 09/20/2021 I DRAWN BY / / A. MABEE I I I I `� II / / / / / - / DESIGNED BY 1 / / / / / � / I III I I I I I I / / •• A. MABEE CHECKED BY I 1 ' ' • I I / / / / / I I I I I 1 I / , / / , / , / / , • J. SHOWALTER I I l , l / / , / / I I 11 l I l I , / / l I I / ❑ I I I I I I I I I I I I I I I I / , / / / SCALE l I I l 1 1 , / , / l / I �k � I I I I I I I I I I I I I I I I I I I I � I I , , , / ' / / � ,' / / • 1/ I / / I I I I I I / / / i 1 / I / / ' / 1 \ I I I I I I I I I I I I I I I I I I / / / / � • 1,•=20' ❑ I I I I I / / l I I I , l / / I I l l^ k I I I I I I I I I I I , / 1 / / / / • / / / / / / / , I ❑ I I I I I I I I 1 / l I / l /l l 11 / I/ // ' / l ❑ I I I I I �I I I I I � I I I I l 1 I ® / X I I I I I II I I1 1 Z / I' i t i/ II ' l / 1, / / l /• , / , / I I I II / II I I / Ij I 1 i i i I 1 I ' I I I / // ' / I / I/ It / l ❑ I I 1 1 1 I l I , l / / I / / ❑/ I I I/ I / I I 1 1 1 I I I I I I I I I ' 1 I \ \ \ I , � l / / / l / l , , , / / �' l I /❑ I I I , I /\ / � / II 11 1 1 1 1 1 I I I I I I I I I I I I I I I I \ I \ I I ! I J � � ,'/ 11 ; \ ,---- ; / \�� ' ,/ / ; I\ ; I l ; ; I � I 1 I I � , I I ; I , � � � � I � I, 1 , J \ II 11 \ I a^ � 0'-� ,' '\ '\ \ \, Q W Z V i 1 I I \ \ \ \ \ \ \ \ \ 1 \ \ 1 I U } \\ \\ \ \\ \\ \\ \ \\ \\ � 0 e 1 \ \ 1 \ I \ \ \ \ i / / \ I / / / \ \ \ 1 \ \ \ \ \ LLJ \\ \ \\\\ \ \ \\ \ \\ \ m z r / /' 301 / /� , 7, I 3 / 300 5 / A \ \ = DENSE TRL�S ri-- ------1 \\v j-- - - - - -- DENSE TReES LL It i / Chi e- / _--- _ / © / _ — — _---_----- /-_' — _ — -/-,' SCALE 1"=20' JOB NO. 70 — —_-- — — — -- — — — — — — — — — — — — — — _ _ _ — — _ — ' ' i — _ ' / / / / / / SHEET N0. / 11— /' ,-- _---- — ----- NSETR€ES-- _--- _ ,---' / // /' C$.S c a L // - 11 \ \\ `\ - ,_---o r I // /---- 1/II— �\ - - = _ - - - - \ \ \ I ' l / / /' RII,II I I� II I( , t\ I I \\ I I \ \\ . / s \\ _ _ _ I ooq f u \I , aic \\ \ / / \ _ _-' _ / / 11/1-\\"\\ / - _ - _ I \\ 1 ' I I / / II, II i 1 I 1 I „1 4 \ \\ CP_ \ -- --- I I // // O\\ _ - --_ "__ _ - -- - -_ ,\ I , / / / , II I I / \ \ wLIH I ' 1 1 \ \ \ - ` - - - - e // l 0\� \� � _- _ ; _ _ _ - _ _ \ I I \\ 1 \ \ C h I / / / I ' / I I 111111 111 , A 111 I I / , I I \ , \ C�:,1:.. f�F I 1 _ ^ \I I' '\' \\ \\ \ -�f / �/ � I I , /_ '/// `\ \=\\ ---_ ';- _ ---- ---\ \ / J s \ I I / / // // / l It / I I IIIIIII I I ' I I' 1 I J \\ �• _ , I / 11 //I \ ` i_ _ ///I\ / 1 I I I I - / / / , / I I / I I I ' I / 1 1 I I \ \ 1 (D / / / ,,I // \ \ \\ =- - _ - - - -- - \ /,, // 1 I I V?�I 1 I / I l I I IIIIIII ,II / I / / I I I 1•' CZ 1 I / - \�\ .q _ -- - I I I \ / 11 /, \ ti 1 r_ -' -- ----' /// \ , I I l I I I / / / I - - \ \ \ / \ / I _ _ - - - - - - - - - 1 I I I , J , \\ - ; Q / _ 1 / / 1 __ lr--- - --_-/ - // /( , I I I , , III,( , I \ r I - - . 1 1 / / / / _I / / \ c �a�- - _ - ' _ / ' _ - - - - \ , / // 1 / I 1 / / ' / ' / / III I I 1 / / / / ' I I �; V\.�THA� 11. SHgNALTGR' 1 1 \ I / \ •..- � � ' _ mg un- � i \ / \ � I / 1 j III I I , I + , / � I I C.+ ➢ 1\\ \\\ \ \ \ , __�\\\`\\ l / / / /\\\ ,' i I / 1 -t ee \� - : ' \ Il l\ < --- -- - - - \_I/ \ I , I l / / / / I l I . 1 I / / I O\ \ \ I - - / I / r 1 \ \ , / / // /59 / / \ I I I I ) / II II 11 I / / ' ' 7 \ \ \ \ ,-,\�\\\\ _ •\ , I _ I / / - / TrJ([� / `\ `'I ' `=jg L-/ - _ r. - _' /--' --- O 6 ---- \ / I \\ \ I ,�,®{ rII I I I , l II I / I / / Q ! I 1 II, 111 , I I yea / / I.Ic. \n. 0�0=(IS 151 \ \4' \\ - \\ \\I_- ac ,� /- `. r `, I / / / 1 Y�t.1 `\ /� _ \� \ mw,� - / - \ ` J�lI 1 l t I 1 1 , I ! 11,Jill , II ' / ' C/'���282�2� • \ _` _-___ / \ _ - \ /\ QN �- \ - - l l I l I / I / I ( 1 ( I / \ _ _ , I / / / / / /' - 1 - - - - - / \ \ l , , I I 1 I , I l l l I I 1 / I I 1 I I III I , I / �O r <�.' e` = i \` - 1 1 \ / •/ / 1 / - - - \ 1/ I 1 I I a I I ! II I I I -.\ T > , '4g- / �� -E ^� --- ---- __ - - _ _ __-_\ \ 1 ' "'� I I I I I I 1 I I l 1 I $ I l l I I I p III I' III / / s Cam` ` \ .ems - - /\ 590� ; - / p5- ' , �' , - `�"°� _ 1 - - - - 1 If I I /I // , c, ,1 \ , , � / //, , \ \, s �� , c / j \ A �{ I / \ \ -AMP I /�a / / :�=' - - \ ` - - - _ mom- - \ _ _ _ \ 1 1 / / \ , I I I I I I / I l / I I / , \ !V A l I I / I I 1 / 1, l: / I \ jI v 1 I I / \ \ t \ \ u ,r OQ- I oo , / ,� /o - ii /'� / 1 - ^\ - - - /'_ \ \ `\ / \ ,r'' \ 1 I I I 1 , I I I / / / / /& l\ 11 ' / / / r �\ I - '\"� N A / \ 1 \ 59Q2 �5- / m- / _ , - - - - / _ I <� \ I \ I I I I l / / I l ) �\\ ° 1 1 1JJ \ o` \ '�5. ` \ \ i I / /mca1// %//i // - " '`-`-'-` -- I 1-- '-I /I \ -� 1 1 \ 1 \ 1 I / /Ip II , / I , y/` / \ G I I 1 \ ea 1 \ \ ` \ \ \ , \ QQ- \ w °` / / / i' , -i/// i -` l . / - _ - - _ ! . ` _ - - ' _ - - _ 1 `/ ' ' I y \ / M P v 1 /- \ -\- -/�1 \\ \ \ \\ \\ 1 I 1 I I I I I I // / 'll I I I Q 1 " I \C O\ $ _ \ 6• ' \\ I `\\ \10 O -�'// / / ///\ \I% / / / -_-- -__ -_--- -,- - 1 // \ // 1 \ \ \I I\ \ I I 1\ ' I I I 1 I I / % I I \ \ / \ _ \ \_ 1 \ \ `_ {\ \ue 5 i_// // \\\\ ,',' / \ \ _ - /' \\ // /l/,' I\ \ `^ s-. .h\ \ \ '1 \ \\ \ 1 I 1 II \ 1 I' I 1 I I/ I !/ / �/ I/IIII\ I I r \ 11 \� //// / orvrv+Y IV . ,.- I I I I 1 I I I I/ l/ / I I \ , _ \ \ \ \ \ \\ \\ \ _ _ - r/ r / / / r / I / I l / I 1 � , , \ /i / / / \ \ \ \ \ \ \ \ \ \ \ I I I I I I ' I 1 1 / I .*('\�\ //, / ' / > E \ ' - _ - _ _ _ \ \ 1 - \ \ \\ / / / \ _ _ _ _ / \ I /, / 1 \ ri \ \ \ \ \ \ \ \ I 1 I I I I I I l I I / I I \ \v\ //, w 1 \ \ \ \ 1 ` f 7.-/_-__ _ : ' ' / , / / / 1 / I / I / I 1 . / / _ ona \ � \ 1 1 1 I I I I I I I , 1 \ \ / ai E _� \ - - v 1 ,\ \ \ \ \\ - - - ' ' / / / / / / / I / I 1 / / °B��` - _ , /, I I \ \ \ \ \ \ 1 I I I I I I , I / f/ - I. _ I / I I l .. \ \\\ ' ` \\ y mx 1 \ ` - /r / / / / /, / / l I a\ -- - _/ a I.-/, \ , \ \ \ \I 1 I \ \ l/ / I / I_w a) 3 \ �• / / / / / I l I / \1 \ I , lI \` \ , \ \ \ \ 1 I I I I I I I / \ I I I / rV ar 3 \ 1 \ \ z 1, i / / / I _ / // // l \- 11\ \ \ \ \ \\ \ \, 1 1 I 1 I I 1 I I / III / \/ I I / o (nr \ 5 \ - - \ '\ , / / / r \ / / , I /I \ \ \ 1 \ \ \ \ 1 1 I I 1 I 1 I ¢ u_ +� 3 r \ \ \/ / /' / / ' \_ / ' // '// ` \\ \ I \\ \ \l \I I 1 1 I I 1 I / I I I ) mail pO =ry ` 1 _-� 1\ 1\\ \ `1 ----/ / / /�//, , /, / / / / \ \\ I \ / '� 1 \ \ \ \ \ \ \ I II I I1jI, I I I I // I l It LM ww aL - \\ 1 _ _ / / / / / / \ \ \ \ / -__-• / \//, // I /I I \ \ \ \ \ ` , I I I \ I I \ / w _--��\`\\1 \ _ ,/// -r / /,/ // / / / _ V \ \\_ - I\ / / _ , \ \\�1.hi 11 \111 \ 11 1 1 II i///III I I I // ¢�-M ZEi \ \ \ \ / / / / / \ \ \ " , / ' I I / I I \ \ \ \ ` \ \ I I , \ \ \ °@aE *� \ I I \ I I / I I I I I w w - vi O ` \ _ _ - mangy - _ _ \ \ \ \ 1 \ _ _ \ _ , /� / / / , , / , / / / � / / / / / / > \ \ - - - ' / \ / /// . 1 \ \ / \ \ \ \ \ \ 1 \ \ \ I \ \� \ \ \ 1 I I I! I I , i Q M M .. E � -\\ 111\`, �' � - / / / // / / / ! 1 / \\ \ - `I \ I/// - Il \ \ \III\ 1 \ \\ \ \I 1 I III, / 11111 I 111 dyory HOO __ `__1\ 1 _ \\1 "�J�f-� _ _-'/' ' /' // / // , -`\ / //' 1 \\ �\ 1 1 \ ,\ \ ' \� \ \ 1 II II 1 I 11 �M aCJCJ _ mc- 1 \ \_1 - / / / / / / /" 1-/ \ ,l / / / \ 1 \ \ \ 1 \ \ \\ I 11 / II 1 \ c�W r) .. \ -- - _>. ---_ - \ 1� \ � `\\ �_ _ _ _ _- -,: / ' / / / / ( / \� - \-'/ - \ / \ \ \ \ \ \\\ 1 \ \ \ II \111 \ \ Z . - n' _\` _ \-.�- - -___ ___-' `- -�` \ �`- - /' / ,' \ \ /- \_'_ 1I\- I \ \ �\ \1\ \\ \ \ ,1\\\\\ \Il \\\ \ \,1 1111� r\IIII �\ \ 30� Uzz �\ ` - _ \ 1 \ •_ / / 4 ---- / \\\ I , j \ \\ --- I \ \\ I \\\\ \ \ I l\\1 \ -,X u Z Z -_-_---=� - -�1 _ ____v �_- .`_ _ - . - _- -� /. , /'-I I ---' ;1\ VAV/ I A 1 _ , V A V A A V A V A \ 1 1A1 V I 1114\ 1 . ¢ 0 00 v '�. v v _ i. A / //, v V v \ 1 A I ' 1 A \VAA \ V AV I I II I 1AVA v v, �.j __ _ _ _ _ i I \\_ . 1 1 1 I \ \ �„� O_ as /� _ _ _ _ _ _ _ _ / / I \ 1 \ \ f 1 , / 1 11 1 \\ _ \� -- _ - _-_`_- \ ```1\ \ \ _ \-1\1- \ ` _ _-r---_--_--_'' /' / ' /' / _ _/ \ )�/' 1 \ 1 % I \ \ \ \ \ \ \ " \ \ \ \ \ \\�\ \\ \\\ \ / 1` 111 \ \11 1 V ¢v`oi /" ,� _ `\` \ \�` - _____—_'`l,___ -� / ' J \cam _ 1 \ \ \ \\ \ 1 \\ \ \ \ \ \ \ `Q\ \ \,I\ ,\ `I $ In ry > 00 \ _ ` \`\_, _ ` \ _---_ `--�I_ __-' F__/ , - / - / \ \ - 1 I I \ I I I \ \\ 1� \ '\ I I\\ \1�\ 1, v� ww �, \\ / , 1 I \ \\ \ / II 1 1 w \�\_- \\ — \ �-, \\- , \- 1 ` --_-_ °°'" \ `�_ -- /_ - / / / ,�/_/ _ \ /t \� \ I I I I 1 \ \\ I \ \\\\ \ \.\\ �\\\, �, / I \I \\\ /-�1I ate' ��� \ 1\ --_ \ _ 1 `_ _ --_ _ - � ' / �� - / \\ \ 1 1 , \ I I \ \ \ \ \ , \\1 \ \ \ \ \ I 1 1 \ , / ` \\\ m_1 >> �-----1 __--\\- _1\ \1--1 \\ _—c-c�,-_ `-_ _ _ __-', ,' ,' / _—\,\ 1_` \ I / I I I I\,, \\\\ \ \\\\\,8� \\�\\\\111 / II\\ \\ / - \\\ � - \ 1 \ _--_ _ -r \ _ _ ��/�l -- / ♦''/ / // _ - _ �`_ \ \ 4^ \\\ _ \\\ \ \\ I \ I 1 I I \ \ \ 1 \ \\ \ \ \ \ \,I I / IIII\ \ I / =\ ; mH K K -/ n \ \�_--- --\ ` 1 xe, 1 s_— �_-` \ � \ ``_ -`` _- -' -, / / - // \ \ _ \� \ \� `I \ 1 \ It I1 \\ \ \ \ \ ` 0 ,, \ ' / 1 1�\\ \- 1\\ I 1 1 \ l 11 I\ / \ \ J\ - _- _ �` --� `1 _``__ -`- ` - _ __ ` 1-_--------- // / I / / / '/ ---- \ \ \ 1_ \ I I / 1 1 I I \ \ \ ) - \ \ \ ,II // 11\ \ `l 1 n `\,I \ r \ _ \ _ ' / / -, \ \ \ \ \ ` \ I \ \ \ I \ \ III i \ 1 1__- ---- _ \ 1 \ ``_ -� \ -'� o d/ // // ' a 1 \ ` \ -\ t `\ \ I I I I 1 1 \ 1 \\ I \ ��\\ 11I 1 / / \\\\-\ \ \ III M 1- -� \ \ 1 \ 1 \ \ \ � _/ / // \1 \ \\ \\ \ \\ \ I I 1 I 1 \ \ 1 , k \ \ 11i 1 I \\ , \ 11/ Jr \ ` - - - - _- _ _ - _ - 1 1 ` \ ' \ \ \ \ \ \ 1 1 / / / , 1 \ ` \ \ r` 1 I I 1 I , \ \ n \ 1+ / \ \ \ \ \ U' * - \ 1 \ \ / / / - - -. \\ ```1 \ \ �\ " \ I , I I ' I I I \\ aTr \ III'11'I ' 1_ \ \'N ' { a. \ \ \ \ \ 1 \ \ , / \ \ 1 1 \ \ , I I I I 111 1 1 I \ 1 I / 73 \ Yr 1 _ \ 1 \ \ \ - - / / / 1 \ \ l ' I I \ / / O - \ / \ \ \ \ 1 1 \ \ ` 1 1 1 I ( I I I / 1 1 1 \ 1 \ \ 1,1' \ / \ L \ / I x - _ \ \ 1 \ \ \ \ _ � .-ram - / \ \ \ \ \ 1 \ / / \ 1 \ ,, 1 / \I,' —\\ \\ (/,��^--. ` \\ _`\,\�. \ _\ .\ \`\ \\ \ _ _ � \ 11` '/• , /' ,/ �- '-\ `\ `\ `1� � �' . UN1�,RSIT\Y OF\ V%IN14 F0yNd,ATIOW \ I / I 1 1 I , I 1 1 \ \I\ \ \ \ I 1 1 IIIIT`1 /' \\ \II'I'\ 1\ \0 \Lu 00 11I 1 \\ //-}'/ \ \\\`\ . \\` \ ` 1 ` \—``1 \ 1 1-_\ `. ) I , \, 88 \ I 1 1 1 I oasl.� \ ,1,81 fit\ \ // / \ \\ / //--\ \ \ \ \ \` \�\�' _1 11 \ \ \ 1 _-_' �/' _/'_,' / \\ \ / / \ r 1 / I 7 / / ' 1 ' , 11 \ \ \ I, II IIII � / ` \ \\ ` NN _ �'_ \ \ ,ate --` \ \ \ 1 \ \ \ `\ , , / _ / -/ �- _ _ 1 \ \\ --'- \ I / I \ \ \ I �\ \\ \ \ 2 Q Ot °0 /, - ` -_ _ _ __- _ , \ \ 1 \ ` _ _\ ` _ _ - , - _ _ D'�/ 4662 PG. 574 57,7 (PLAT , / . / ' \\ \ \\ \1I \\ \ a o � N / \\ \_ _ - \ \ \ •e: \ \ �1 \ \ ` 1 \ ` _ - ' // _ _ - �l \I I /' / 1 /'/ d ' I I I 1 I \ I ' I \ \ \ _'/i " ` \ \ \ \ \\ \ \ _\\\ \ \ _1\ \ _ — \` - ___ _ '/,'/ , -_-' `--- \ -\� 1 // B/ r 1 / 6/ r,� / 1 i { ' '/ / 1_ \ \1\, '\ ' _\ ` �\ \\ O tiN \ 1 \ 1 , ; 1 ` / , I \ - ,\ _ _ _ ___ - _ . D.B. PG. 8 86 (ALA/ I I / /, : ' / ' \ ` I'1�;1',\ ~ r \ \\ \ \ , , Z o 0 \ 1 . ` - _ - \ 1 /- - l D,^,�,y7 /3�A-I / \ I / \ 1 11 DATE 1 . \ \ / / / _ / / 1 / I I \ , \ \ \ - 1 - _-`\ \- 1 - \ \ I U1 \ `---- `\ 1 \ 1 \ rw - / / - `_ _/ /-` ` _ ` _� - / / ' / I �� , 1 \\�\ I I / 1 I \ \ `11 1\ \ '` \\ \ > -,I \ ♦ \ ` \ \ \\ - - - `� -/ 1/- / -�\ ----_ //y ,/ , /'/ / / '' \ \ � _ I / \ \ 1 / \ \ \\ \ \ \ \ \ - - - / - / _ ` - - / / / / /' \ 1\ t I 1\ \ \\1 1\� / t79 20 2021 \ 1 1 / / / 1 \ 1 �-r' I- \ \ \ � I _ \ \— \ \\ __-- \ 1—_ -- l/—' , /\ // _—ii/J� / — / // D®. ��1V 2 ' �1/ / / ' I \ \ 1 \ I \ oodc� \ \\\\ \ /1 / / \ \\\\\ O \ \ \ \ , \ / ,/-� / /' / / / / / / 1\ 1 \ \ \ \ ` I\ \ 1` ' \ \ \ _ _ 1 \ _ _ - _ 1 _ \ ¢m: 11� / / _ - \ , // / 1 - _ _ - ./ - - / / / / / / / / , / / 1 \ \ \ \ \ \ \ / \ \ 1 DRAWN BY I \ \ \ \ - - \ 1 I, \ - - 1 _ ` \ _ - _ - _ - / / I / _ - _ / , / / / - - l / ' JcN / / - ' - / / � / /� I \\ `\ I / \/ 1 1 \ \ \ \ \ \ \ \\ / / \� \ \ \ -I\ 1 � _ \1 \ \ \ \-__ - // % //'--- _-,' / , / -- -/'/ �-- / =�/ __/ r\ `I r1, ,' , ��\\\ II/ / J ,, _f I � \ \\1,11 / / /"\ A.MABEE - 1 \ � ` - - / 1 �-_ ^\ - \ / . ' / . / , , / i '(;J - kl D �, 4p��1, PrJ` j Y "" ('� '�� �r ' , / / S \ \ / a 1 \ _ \ \ 1 \ \ \ \ 1 1\) / \ \ \ \ 1 /T�� f y, - ,_ �_\ \ \ /i / \ 1 / / / ,' - /' --' �/ BIRDWVS,�D"VVII- ui sc \/ / , I ��� 1 /,/ --- \ _ \ 1 ` \ll\\\,l / r� \\ I I ` - - - \ _ _ _ _ /G - , \ /, / - _ / I , r - - / - / / �( / / , ' 4�-/0 ( , / / - 1 //� / - \11 1° _ 1 1 \ I\ 1, \ / / / DESIGNED BY _--I\_ _�_- r��.W ^,«,_'_ _\�\ ///I \ I�.11 / -J/( / - . / -/��/ --�-/ _ // _�/� \ ///\�_(/i�////' 11 \\ \ \\\1\1 /I 1 /_ \ \ AMABEE -_..,I\ -�_-_ 1 _-_�_-....•tee'.. •,'•'"',-"•, y' =", /••.•1''y "'�`'' 1 \� 1 �`�o«s� \\ lam'/if / I \ \ `' �{'5-- /--////' r' '' I t'/ / ////{�/�/ /' /'�'/'�/� / -' -''-/I/' - /'/ // `_I�-y' / ,'�. �// ,\I `\ \ \ �\\ IN / // / \ \\\ / / ...r..:.::i::>. ._.._..' _"�`•°_:� ••_ / 1 / \ - / / , / JV� / - - 1) / ..� / \ \ I ,I\\ \\I11 I / \ \ / / ........ ....y::_ ...s \ _ \ - _ - / / / / ' /J 1 / - / / / - t \ / / \ - _ 1 _ \ \ 1 / I \ \ CHECKED BY ,,�;,rmrpkq;rx._xr:.:r• I \ 1 \ _ _ I - - _ / 1 f / / _ - \- _ l..rmev.;••:.::z: i:•,"."."•':•.r .............. 1 I / _ - - - - - - r / / r ' / / / - ' - / / > II 0 I \ \I I \ \ \ 11 l \ 11\ I 1 \ ........ .✓•.�..._. .q..._...// r-�. , 1 1 , ___- � � --_---�'>\ _ �/ � :i / / -/ \ l / / i'C'� / I / /� , / , // �, 1 r \ , / \ /\�' _ \ \ \\11 \ \ 1 _.._.._.. � - - — - . _ - - ,�/� , / , / / t / _ / / � / , I\ \ \ \\ 1/ I I \ \ J. SHOWALTER ..................... :.r Y`_..m..m ........> ........m_„_ -- --_..... _, // I 1 --- I- -�9.__ _'� �iC /'' 1 '/ /' /' '/ / // / , , /�/ /'/ �.c�/ / / / / _---'� I '�, / I� o I // / f \ \ `\\\ \\\\I\\\1\\,I\/ / / II \ .°«:t:..: - / I I mown _ - / / / ' / / / / / / -6 / / - I / ° / 1 \ \I\\,1 \ .. , 00 -/-' / % I \ ��\ ,' __- �/ ('./M° --' / I \ I \ / / / / 0 / / / , �1 / /' /' // / / -/ /' -, �-� l / / c_� \\\I\\`\� \ / I I 1 \I\ \ SCALE _/,� /' J _ / / I \ \\1-/' /' - �." - ---- `� -, 1 r � _ / // / / '� i / , \ \111 \\1\\I / , I I \ \ \ - III/ I / , \ r / / ' / / \ 1 \ \ \ I / /' \ / / / / / l \� ° ' , ' 1 mw sft � 1\ I� \\\\1 '\ I I \ // /- 1 `/ - _ ,_ __ _ /' ,/ \ ,' / ' /� / ' I 1 ` - \� \`���\\ �\ I / 1 I / / / I `-/ %l y, _° - i - -� \1\I\\\\\\\\1 \ / ' - \\ • l / / / / \\ \ \ ' I I •�� \ \ `\` \_ \` \ �1-1\1N\` \ ' /' a ' / ' 9 l \ \\ - /' - \ \ \\\�\\I\\III��j'\1` / / I I ' / __ I , - _----- _-_---''_ /r^ \ \ \ /' / ►00� - `` 11 \ \ ``-\ \` \ \ , l I ' ' \ - _ - \ \ 11I\1 ,\`\ / I I r / ,' // , - -- w �1 / ----_ '- / �' / ��� _ --_\ _-_ \ _1 \\` \\ , ,I-- ,\\\\ / rl / \ 1 � \ i d r\ 1i/ / 4/ ,�~._?r \\ \ \ \Ill\11\\\\\ / 1 I/ \ Is J , , - _ i -, a �_ _ l _ / - - - - - - -a - _ \ - _ �\ \ 1, \\ / l •_.� _ - / \ \ \ 1 I , I1 _ -� --- l- , 0010 ---- --- _ =\\ \ \ �� _� �`.\``� / ' \ l 1 I / _- \ \ \ 1�\\Ill II\�\ I II 1\\ / �'- / CI I APPP OX iN�i [I - 537,9T - ' _ J - _ - - - - - • ` / \ \\ \\` \ \ / \ \ / - _ , \ \ I II 1 ,11 \ 1 11 \ __--- - _ ____ \ \ \\ \ \ / / I II I 1 ` — - ' C� rr UR / t - - / / / / - - 1 \ /'�.\` \\` \� \ / - \ �I I IIIIIII II ` --' /' , Lr CO \ / / " � <:::27 ' / / / /--_ __ _--_-_ _ \ �j/ //I �,� 1,,, \\\ � ( \ / / // -- ---- _ -1 4 }�+ 1f �11111-1 / I \ `II� / - r -' �\! ..--rc-rmc_c�e{ni� ro / _, ���/// (_,(y/,\J \\ \ � J I 1 .. _ _1559.. e•::e•::r O.......:. r�0. ro + ^�;�i amwn\•a r.�9- M / - - sr - - \ \ \. \ \ \ \ \ , _ \ // , I I , - ' / / ------ ' ..rm y z ..'tq "n�#:•yao f'I. ..... cs — -_--- ----- - \\ V \\\\� \ ` / / , V / / %�i /'//�/// / / / z - - / am \ 1 - - r _ - _ - .:;:..., :,a r.. _ _ _ / \ / - , „y.'°arC: ^ :x.:"":n 0� _ - - _ 1 \ 1 / °am w° / / / - ' ' %y -+ / ` - - — �- = ' �: ... • 51 ; _ ..wr... F=�B6.96 56 _ '" - - - - - OX/ L' _ AT EX TIP1Cj fi5" GjP C (/F�2� / / , / ��:^ — — — - \ \ l - _' - / / / ° - _ _ - ` \ , = N NF � .R Uk / / -h.•�: :ii'C/yh ml: _ h1- _ �� \ 1 \ \� / �n:.m ' i ' ' - ' _ _ ,'; ' / _....; mrm — — — ' ,� ........... •::rar:. ^..... _ / , — — \ — — / — —r , �..� — — I7 / / / / , Zr!J — — _ \ / , \ Q \ \ / / — 1 / , — / , , / / / / .............. , ... ....e::...:.::s: h� _ 7 _ - ' - _ _ / / - - \ \ - I � - - - _ I - / / / / / / - ��h.=1r'r•'r\ m•'''v'`M'�x.,r� _ _ _ - t \ I \ i - 1 \ > - ' - / - -�� - // �_ i i y, / I - - - - - ..n- ,;':•:yr: - '556 - Ar_rMz.^,!59T ION -OF EXISTING ST_ON_E C/ \ / - - - / \ / / / / - - / / / - / - �1h'\,R5nr0 ` - - - - �_/ f _ - r - - -� - � - / i - - % j 1 -� 1-- 1 ..N / - -' — ---_ C_OLUMNy 1 \ ° / / `1/ / / , /` / / // /' ' ' / �/ y Q _ _- \ \ .i — af— _ _- _ _--- -i_ . - ' /'� -._--/ / l a ///' \\� \ ?\ \\N //, '/ ; — —_ _ _ — —= 400 0.43 — — — — — — — /'! �\ / / /' / / �� /' / / - - - / / / / / / r - _ _ _ ham' L _ _ _ — _ \ \ / / - _ - _ _ __ _ _ _ - / - i- � // I 1 _ - ' I III \Ir .r5 /''. - ;'=_—____— 6.11 — — \`11 // - / ,' /' / , / / �///'//' -'' / ' I 1 /// l r---��^ --_ ---_ \\\ \ ' / , / //- i'/ '�/ I ' / \ \ 1I I I q, /// h6;*1 / / --- - �r -'-_ / / / ' / /' / /'' / /' ' ' Ory -- _ -- /' ' ' // I I '' ( ' _ -------' / e� , T 11\ /// r/// h• 'of ao'„ `a,� \\ - --- \ / / / / / , / 1 I , / / / I - _ ^_ ---- / 1 1 `�_ / / JI I I / /, • ihF'h'o.� cam. p:aa !�rro'�... - _ _ \ , - _ / / / / - / / - / _ / / / / / / , / , / / - 0:.. _ \ _ _ �O z; / \ t l / / / / _ \ _ _ - _ _ - = _ - - ` \ / I z C' / / h;���,�;�,� ,/'-56$—��`T`ST�RY1�RIf` ;/-� / „ v:--___-_—_ _ _ I `_0 a %IjIII �5�? ' ,,„ I , ' r)I y/ ' // /' /' ,./ '/ ./ `s\ \` ` 1 �� _\ \ _ _ _ \ 1-- _- r(L -` _ 1\\ 'r / 1 // 1 1711 I , / _ \ J V I L I VQ7_ _ - ' - - - _ L" / - _ c -t / , ' / / - / /' / / \ - - 5+a \ _\'V. `tJ_ ti, 1 - _ _- - - _ _ _ _ ___ =__-_� _ _ r+=y i= _ _ `\ \ / ^ / //��///// I 1I'i'4� '� - y\6�"e _// \ - l-- `'___//i / / / /' ,/ -_�' /,' / // ,' , / \ QI _ \ /`. - ���__`�_`�-�___ _ _ _ _ _�_Z\_\' \ ' IV1 mrmr, . ... .. _ _ _ _ ce . I I f11//+'//' \ 1'%/�'� , '\ _ 'j. '\,�--\ f 5_63__� C �'/ -/ //' /' - i / ' I I ♦ ' :;� .'..`'•fig.", _�� - - - - - -7 \"T'l, Z-N\\\ \\\ ' , Z o` ,/ / / /- i 11 / "Y'\ 'S%2 --' / / / , / /' \, l / I r' ` ....... h / / 0 \ __---_---__ �ilr9-� \ \ \`\►\\\ \ z rmr :_.._ _.. :ti• ............................ I t/ /I t / //, /// 1- ' :` ;: - � VtRSITY OF VIRRS,'INJA -�7ND�TCI / r / 1 ♦-� ....:::.::...:.::..:::... _ _ _ °•,� _ = _ = _-= _ = = � __ ___ — _ - - ,_ \_\ - �\ \\ \\,\ \ \ , {� 1 1 o�� w IIII III I, , ' 1 r /r1 \ I ` `5 5?2' \ \ N _ - - / / J / @E'NCH,MARK ASC-a05 ® - -, ( , \ 1 / / ' `' �' - - - - - - - - _ - _ _ _ ' 1 \ \\ L.L Q t I 1 I 11 1 �( ' \ _ / /, / -/ / riuM C P I I' i r1 1 / ♦ ♦ 1 /I , / // A =------_- j r 1�\ I \\\\�\\\11; / CC �- �.� 4�E2 PG. �7*j -577 �RL 717) REBA W ALUM( � I r h^: - _ 1 I 1 \ 2 I T I 111 1, 1 / \ -1�_-1 i / t , / / - / \ f c - / / / . -_- h 0'-== _-_ =-- -_ I I \ I , 1 1 \\ Q > C n I 11 I ' , 1 � ' , 1 ' I j 11' r \ / - _ / /` ', / / ST MBE'D A3Gr-503" / I l t / I - / / , � - �`�ay^.Rta. / _ - \ \ � 1 \ / i �/ 1 I /\ 1 rI / / / / ---- -% N9.571< I I / . / °N I, I�^ I111 11 T��=54459' ' 'I 1' 11, 1 I % , \ _ _ �_ \ G� , PG_ 80 �5_ (P.L� _ �, E�.�79.22'�NAVD �ST _ � , \ / I I ♦ / / I' / - / ' - - - ..., 3 \ I /. / / y(3 D \ I�JJ 11 1 �q 11 �1 -D E 2712 f�G. 325 - _ , , t _ - _H_;: _ I, U 1 1 GRATE INL 1 \I 1 , , - _ - _ /, /' / _ ` / 5. 'i. I 1,1 I 1„( ,IIIM 1 1' 1' 11'1 \ _ '/ / _, /J I '/ / / / -/ / / - / "I - 3 / I / ♦ \ \ \ \ y ry , I I I I I II , / . - / J ' / -' ` / - _ I / / / ' / / _ / (�' 673.E .. 5. ^ . ' I / / / / r / , / \ ls_ � 41 ' 'II 1 '''Il 1 ' ' _/�\`1 ' ' ,1 " ► \ / / / / \ /.... b•. / I ! , I \ ___ \ / O 3 , I I II II 1 ,I, 1 , 1 _ _ �\,-� 1 _ -Q.D.-1 VJ5, J v. L`ls� , I I l / . . _ _ _ / 1 , i� \ ,` / , , / / , / , _ - I �5%i/ _ , _ \ Lu c I I I 1 _ U� 1 —-- 1 / I I I l ____\ _:�\\\ 1 1 11 _ 66 -750 PG 37 '. 1 ♦ l / a / � _ � w w 8 I 1 II I I1I1 I I I / - - _ e �-'� 1 / / ---\ - ♦ > i _ / / / / / , / / - - 1G°1 / _ _ _- \,\ J o , II I II I 1I, 111\\\"� -1 ( IL I 1 / / / /- ' ' I� ' `-- ♦ \ \ / , / / / , / / \ f , /5� t `- `--=1..�---- \\ \11l\\ O0 tY Q I 1 Ill\ \ \\ , C/ �' / I I ----_ ♦ / / / / ,ms�,' / _ _ = 1 'nlll 1 Q w / D.B. 453 PG. B5' PLAT F I _ ♦ / ;;,, _ _ _ - - Q --- I I l 11 , I , \\\\ \\ / I I -/ , _ - -;7- - - - np _ _ ' r�r�(� » - / 1 _ j ,' , ' /' _ _ i1 1 \ ♦ 1 \ / / l / / / / - '- _ _ - - _ 1 1 I nw , I\I \\ g 1 „1 I ` _ \\ \ ' / $�RDWQQD GOLF-CMRSF - , 6 I \ - _ - / -' � ; / - _ _ - _ \ \ / _ \ \ I \I w I II 11 \ \ \ / / N, i \ 61 1 1 II p , _\\,\ I r r/ \ =-- /- / ' ♦ / / s♦--- I / I 1 '- �i - •-� \ ,-- / r\ \ CO 111 11111 , A / / ��� I / ' r `__----- 1 -`\ \ , f ,- - - -�.-\ \ _ \Il/Iir 1 \ I \ \\\ C A�� l 1 nll' I'lll I \ / / \ \ / _-/-- / _ 544.0� -ACRES - -, - / , , - e r \/ - - -ens -' M7.2 - 1 / 1 ! f If / 1 Q Q 8 I 1II 11 1 1 1 I 1 . -�- - / \ / ♦ I 1 \ > /:/%% a / _ _ f. \ I n 'r Tb�=643.92' 11 ' l 1' I ) 1 , - / / / ,* ,_ j - ,// , ---- --/ \t• /__� `\ \._I\\, I l `,,' LEGEND: I� ,�''S PI ' ( �\ ,'a \ e' A _/ S? Q ♦ -\ 1 _ / / l ___1 Q/ _ I Ill i Il I L u ,I -�� CIyI•I l$11�RATEINLET 111, \\\\ ;\ I I \ I \ I \ / s-- I r ,/ `�/ I �---- \ _ _ -�`- e \ \ / - /--� / _ \//, /� \ ✓I I I IIIIII{1 //// \ I- \' I I / 1 1 \-_ - �1, \ I '� \ > I Ig11 Il \ O 0 I 1 I I \ II \I, I I 1 1 I 1 - I; i , / / / _ ♦ ,- �'' \ \ _ - -- - \ / _ i— J \ \�,r / , \\\ ��--�I,I111 , t W 1 1I,I / , I / /' _ - / // / /.,, \, ** I `® \ \ __o-- I I , / / /�/-''-' /-' \r 1\ \ 11,1 ll\\\__/, //-1\ O �%% I \1 \ ///!� — IIIIIII 1' 1 1' 1 '1'1 / I I / / / I / ,' ;a ///^ / '� �1 / l / ' //,,'///,'- ;-' \ --\ ` \ I ( 1 \ \\\\\�\-=ii' - STR# C j 1 \ / ' - , III , 1 1 1 11 1 I ! I / II �_- - I'' ♦ \ \1 1 \ \\ / / / / / / / , -,__ -_- '> \ \ \ 1 / \ / // \ 1 I / Y / // / // , \ \ \ _ \ //� /--� II I I I 1 \ I , - - - / V , - / ) //, / � / _ 1 \ '� _ l / \ ` ./ - AREA //////1 '`111 I IIII ,I \ \ 1 I I / , _ ------ I. / ♦ -I ' �_/ �O-) -/ , /, / , //'- \ \ IY \ \ _ / /0 '/I',' //I''I 11 I/'lll XIIII II I' III11II111111I11 I' I I I I IIII I '/ 1 I % // / / / ♦ I \JI) / / ,I 0/ /- i /////, j'r //,/ , /�_i^\ 1` \` \ �/ \I 'I I \ \ \\\\ \1_\ I 1/1I' Q L 1 / / / / / I •e t - / / / r - / / // / / / \ I I \ / If III 11 111 , 1 I I (IIIIIII, I I I I I 1 / ' ,�1_ ' / / ', / / 0 / / / -/ ---/ -' / / / ' - _' _- ` `_� `\ \ t , \ I 11 I zI I 1 / - � - / /, /,, / , \ \ / I I II I 1 1 II ® I I I / 00 / , / / / /// / / / , \ _ / , 1 \ II 11 I II I / 1 _ // I II 1 I / I I / / \ / / �,'� ' / / / / --�_.,� ,_,- r/ / / // / \ `-\ { W / \ / / m I I f 1 I // // / / / / \ ) l / , / / / - - / _ I / I 1 H� I I / , _ - / I I I BEN RR AS 50A I / / / , / // / / _ \ I - ' I ` I I,11 / f // ;_--�/ ////'/ IREBAR I `� / I r- I ** I I r- : 3 STORY BRICK /� / , , % , ' / , 11 i, , , / \ —. '\ . I / ,,_ _- MM 1 1 I I I I l \ , /, //i _ - / / ill PLUM( UM/ CAP / / I / ./- / / / / / , \ _ , ' W I I 11 I I�_�/,/'- - '/ I W / I 1 / �\ I / / I / // / ,/ , / , //, / ///,' �,�\ I ,//i ' / I 11 I - /( / / / /. _ / I 11 / / I STAMPED(° C-�03) I I ) ♦ / 1 BUILDING 1 / ' \\ / / / ' / / / ' ' ' �/ _ \ 1 I / ///% � I I I I I 1 / / / / / / / n I I I I' I ' ' / I ( \ I 1 EL-573.1 a' NAVD 88)I I - - - - - ' ow , r \ / / / / / - 1 �' / / / / / O ,/ \ \ ' I I I' ', ^ 1 \ 11 I IIII I I / I / 1 \ 1 / , I 1' / / ' , / / ' /,- '/ / / / , 1 V . ( I l l l 1 I I I . \ / / / / , \ I / \ \ \ I II I I , I I I / / > > 11 I I l I I N, ° I / / / / / / / / 'I / , `- \ I I'I I I I I )Il \\ // I r II I I I I I I / I" r / -1 \ mx , , -/ / / / / / // / / / / / /r// / \\ \\ ,_ I m / , \\\\ �. I /I I I I I I 1 I , I I I' / / ,,�� \ 4' \ --- - / / / / / / / r' N / / / �' ) (p_J I I II Ii l\ ° II I , \ ( < i I/ 1 I I I" I I / \ % ° / I / / / / / / / %� / / , //,� / /fF3/ / / / `..Q \ .._/� \ 1 , l , I I I) \ ag L /I/ /\ \ ,, / 1 , 1 , I ' \ \ <I I I I I l\� I I I 11 I \ a / I \ \ / / /6/ - ' ' ' / / / ' / / y-'��/ '/ / ' / / //\\ 1 _ \ -.4- -_\ ,LI \ I I IIII 111 -% ) \ p0 5! a r I) ) I // / / I / 1 I \ I 1 I / , / / / / / / / \ _ _ S I I f ° d I ,/ /, / I I rI Y 1 1 , \ \ J I ,I / „' // ,' /' / / / ,' / / \- \,/i'II/� _/ / / / . / III L.II I l \ C` '� \1 I / r i / ' l , II I I 1 , I 0 I , II 1 I ' / / / / / I ) / I / , / / 1 i/ / / , I III I 1 I I ,\ \ U '1 I I I / I / I ITT_ I � 1 �/ , / / / / / , / / , \ / / 1 \ 1' I / I / / , I / I l I 1 1 1 I I I - I I , \ / / , / / / / , / / / I I I I I ( f / / _ \ ' /i/ / / r I I j I a I / 8 YI I /// r / I , �,I I 1 ah I 1 1 \ II / /r / / / ' / { I /-�` \, �// I / .If I II I / L I/ 11 I I , , l I I I I I I I I) � 1 1 I l ma,ms \ 1 '- \ <. / / \ I / / l I 1 I C / , / l / S / // // / ` , 1 I 1 \ 11 , / \ / /- , �/ , / / / // / / I I , I@••-, //'// / \Q /' // / 1 / / / I 1 1 / / \ ° •( , l / / / I l I �, 1 I �1 I I / I 1, 1 I \ \ , \ , / , / / �/ / / / I { { t I / /i %"' ' 1 I I / / / I-/ l c , , / I , / aI/ ! \ I , 1\I , \, _ - / 1 I I I I / / ' { I \ I / / ,\ ,/ /,o1 I I / / / / \ / I I , l \ J I `I- _ ._J \ ` / \ ` 1 It_ \ i I 1 r ,I 1 ' \ I l ' I / / l I / I I - 1/ / \ l I /// /'� l I I 1 I I I \ _` I // I II I I // // i 1 `` - l JOB N0. a I I l / , , / r I 1 rt, I I I , 1�' I 1 T \ - \ I / / / / I I / \ ' ' / / I \ _ 1 SCALE 1"=50' b l l I I / \ I �/'� 1 - ` \ _ / ) I I I / I ( ( l �' l I 1 , /i f � // \ , I / / l I \ - - 1 FE 49370 / l l I I 1/ II I t 1 \ I " 1 - , I , , / 1 I p1 I H , /// \ , 1 I / / / \ 1 is n ' I I I / I 1 I 1 I f�/ [IV ) � 1 1. 6 \ - - / / I / 1 I ' / / / / / I I ) l I I l / / 1l \ ,j / / \ I ( , - - \ 0 50' 100' /'/''I' II 11`��l 1 -I TO�I\1LJII� VV' ' 1e \oj 1\ 1_ _ _----16 - 1- - I s� I / \ -\ SHEET NO. x, //I 1 , II �_ / I I 1 I / I r 1 `' / / ' I )( I I I / / I / f/ 7 I I I f \\I\r/ii ll/ r I I I 1 I 1 ` ° / I I \474 1 _ P! \ - /- , ' / ' l ' I, , 1 { , 1 I ,' I / l ', , I I ' , l / ' \\`%%4% \ ' I ' { \ I I \ \ \- \ l I 1 { ,�, I ) I / 1 K / 1 \ 1- ` -- ` _ , -, ' I / I I { I \ I / IJ)! I I 1 / ,\ \/ 11 ` ' 1 ' \ \ \ \ \ ` -'\ n I I I 1 \ I I I I \ \ , \ 1 _ \ -, _ xw /_ - _ / / / I / �)1 I I 1 , I / l I 1 / f _ I, ! r \ \ \ l \ \ \ \ _ C6.0 \ \ \ 3 M Ili a 8 m t a M m C f4 h 0 a L = ° ° 3 a nO ox a0 2N N Q a2 0 a mw � d m a0 O X o O ZN O 29 a F 0.2 'o a= e§ a m c 2 y N w o 2 , , 8 E o c , N a , Nc ° 'a 0 m C h m m m o C ° aE m 's .2 E H= L LEGEND: I \\ \ STR# C AREA 90 SCALEV=50' l - \\\aRK/NG / "rE1[.aNE 1 `\\\\ \\ \ 0 50' 100' J / / J \\ \ \ \ \ \ \ I \ _ = - - -- - - - - - - - - - - - - - - - I It I\ °l 11 I 11%° O / ° i 1 I /� -_ _ _-- - - - - -- -- �\ / / / � I - /III I � P::f- If l r i — \ ...:::............::::::::::::........... — \ 102 ------ —_—_ -- —._.......�....`. /�\\\\\ \ 0.18 \ '/ V -- - - -- 104 o -' / / \ ` \ \ , / 0.18 no s\\ / -, \ \ I \. '\ /l l I / l /' / /' rll, I orb \ \\ \ \ \ \ \ - \ \ \ 11 / ///,, TCD / // 106 0.58 //,/ / / /// // , / / / / / ' l/ l / l l l lCr� l }hl /// / ! 15"/GRATET -- r l , , l l r / f - \ , r TOPL538l01 I INLET — — — — LL _ / / / / / P - - �, / l / / / l (,� l I I / \ \ \ � 1 � , TOP 3 I \ \/\ //Il , / / / , / •I ll� llll /// //, //// //'/",I / / I I / \ \ \ / /I 1nI /, l /, / / / / / / / 1 I \ \ 1 /11 •- _ -f' -O - / I II _ - l Liol 1\\\\�fI,,/ , , \ / If IVP ��-63 \ ` \ ,' /s �� / 1 I I IIII, 1 Ill I 11 ' l / / / / / ' // ' `� / , _ \ \ \ / , // / \ \ I� I IIII / / / / / , / , / / / \ \ \ UNkV S`ITY OF VIRGINIA FOUNDATION \ \ \ \ 12 Pv0 ADS �� 61171 I I l / /' /' ,' /' / /' 1 ''\ ' e / / / / c, I 1 I I I I , / / / / -D R. 4662 PG. 574 577 (PLAT) \ _ \ ` / \ PI m \\ / / / / / , 1 / I / I I I I I , 1 I 1 i 1 / 1 / / / , / , / / , t \ \ _ t \ l 1 I I l -„ / / I I \ I I ' l / / r /' /' '_ / / /' . /' l _ - rTOf%--PJ32L 38% I �� " -D.B. 2933 PG. 80, 85 (PLAT) \ 15% GRATE IN E� \ / t_ ` _ _ _ I6.B. 271.2 PG. 325 D.B. r _ a I I \ I III 1 ' / / / / , / / / / \ ` \ / \� / 1 \ I 1 I ° + 1055t P� 271 I r D.B. 750, PG. 372 I II II II I I I �I III I / / / _/ 200 0.64 11 I u I I I 1 N1' / / / /, / / / . , / I I I 111 II 1111 IIII '/ ,6 / / / , , / / ' / I et I I I I I � D B. 453 PG. 85 (PLAT) 0.19 ' I I I I I I I I I 1 1 / / / / / / / . _ 't /RATiE I 5 \ \ \ \ - r ,, / / 1 / , / III I 1 I I III ,1 ' , , I l I l /' '' '' / ' / , / / \• / I I I I Il llll !\ l I BIRdW�ODLF GOURS i -�'\� \ \ \ \\ \ ; /, / / /,/ / , / / , / / , / I I I I I IIII I l l 1 , / / / / / / - _ , ; - / , "f I I , 11 III 1 1 / , , / / _ 544.0± AQR E� - - /// I l / / / / / I \ `-\ _/ --__ _; / 1 I I I I I, III IIl'1111 II l l I // / / _/ / \ /' , ® i l II 1 I ,II 1 11 IIII I II 1 /' 1 l I 1 1 I J �� / / / r" f \ �I ,�-- — \ - _ _ / \ I / \ \ \ / / oil ° 1 I I I I I I / / / I if V -- / % / //l / / , /�Iro / II 11/ �,I , ,1 II I IIII ll1 1 r , / / / I , A. ` -;✓ V AV`A 1 1 ) , / , , - _ _ _ �' / lit r I IIII / 1 1 I 1 1 i J / J / •�/ _ - (qP �b`C / ( / I l l l / / l I / I I ll / IIII r \ \, of // ll 'I/,///� _ I IIII , ' , / P- �.1�'/ / I / \ \ / /' / j °�x 1 / I ; I , I - / / \ /�/„I / / 1 1 1 1 IIII 1 1 1 1 1 I \ 1 / / / / \ \ 1-528.7'I \ /ri T \ _ / / I I , / TOP-527.12' / 15 GRATE INLET/ / I , / :( ^ 1' , -., , / I/1/I I III 111 t \ \ \ I 1 / , III \ \ I r / \ ' / / • - ' l , I / / 5" ATE INLET IIII \1 , / / 11I IIII \\ \ \ \ 1 / // / \ 1 / 1 I I I 1 \ \ \ \ \ \ \ 1 \ \ 1 \ 1 ' \ • / I / T P=528!31' / I / I '� l I A" 1 3 — _— ___ \ \ — / , 1 \ \ \ \ \ \ \ I 10P 527UKAT$ INLET 1 r ) I / / II/ \ \ \ \ \ 1 1 1 \ \ \ \ \ \ \ � _ _ , / \ ) 1 15' VRAS6 \\ j\\ 1!�'__,I/ 1\`\\�-__--//' I / ✓ / ' \ . .\\\, / l / III , , , I / I I I / I TOP=527.24'\ 300 0.72 ,, J�j / \ 1 ' , l / / / I � I 1 1 I I I I I 5 \ \\ / \ ._--_ - \ `- — / / + 1 `\\ \� , /' /// l / I I I I 1 1 1 I l l I I ' I I I t /^ 15"\GRATE INLET \\ \ \ \ \ , \ \ I / / >\\ \\_ --- _ /' - i 0.08 \ ' > /'/// l/I / I I/ (IIII /' I \ I\ \ \ \ 1 ` `\ 1 //I l,l l/,III ° ' \ ' ,'/ ' / I I l l l l I I \ I / ,' 11 \C� \ i \ 61 c _ 1-i j 11 /III/ f I I / / / /\ \\ 1 \ P m \ � /' \ _ , ) 1 I 1 � / I \ 1 2 V / I / 1`iP O \ �I��\ RQ 15" 27.0 INLET` 1 i \\\� / \\ — °.„�_ i=--_",i// / „ / / \C/ \ I l I X 0 927.09' ' / / /r / l l K / I I 1 II11 15'GRATEIL / , �� , -=____ = i / / / / l/ 1 1 1 I ' 1 \ / _ l I oar _ + I 1 1 I _ ■ '� / _ — uBe was —_ J_ °os01� 1 t�i _ \ A loll sPORT,Sco PPLEIV f NO \,aiREA I�I vND'AT/Idf� ' / / ' / / /' ' / I I I III 1 Y II\'\'\ 'I \// / /' � r/-'_---=�=` °_ _`___t=ct - / ; All) z / I / / /4- , / I 1 1 / / _ \ // ,' ' / 'cr._, J I `\ ,' � I //'/' ,;' / �_ I I \ l ° \ / fd / \ I 1 I I - _ 1 / , I / , / /, / / \ 1 / 1 ' , 1 \ ` I \ 0 1 1 1 \ / \/ / , + / ,I' , 11 \ \ / \ i `'1 \ oI / y / I 1 I I I l o l/ I 11 I �I I I I I I 1 1 1 1 \ \ �n t 1 \ \ \ \ \ \ 11 11 I' / 1 / ` I�\ I (\f \\ / // IIII// /1/// 1 _-- II I 1 / I 1 II \\\\l'lco , . \ , 1 , 11 , , , , , I \ \ \, an 1 �40h O - _'�_/-� It 1-.:\L-TH OF Or L� liN.1TIIAN N4. SH011'ALILK I.Ic. \o. 0-40=07151 02128J2022 �1k �i. N z 0 LM F H zz w w Z O E a O O U 0 00 Z U U O 0: 0: U) a a V) 0� 0� N N N N w O O F N N .-I N O O DATE 09 20 2021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1 "=50' JOB NO. 49370 SHEET NO. C6.1 ig e L w LALI H 0 NOTE: CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS AND INVERTS r;t+ R I BEFORE ORDERING MATERIAL OR BEGINNING CONSTRUCTION. J 4p NOTIFY ENGINEER OF ANY DISCREPANCIES. ��� C� �' ; 0\'.1TH,1�' K SHOWALTFR v Lrc. No. 0402057151 -3 02/28J2022 �� .. �� m ui ..Ss ��` 2 Cl) Cu p Cu O L O ... 2 u7 O` .. N O `cq ~ O 0 ~ O G m0 M 0 o (O � N �(y 0 O) (O U O M E �+ V H CC1 M W (l� In (fl C � u (O M O Z 0 M N D r (O N M N C NQd> > 0.-LOLO Z 0 a0 U) Q O O�Oz ? HO> > oHO> •2 o00(vn > E 570 (n ~ Z z � U) 570 w o 0 ~ V °U 3 00 0 > ¢ 0 3 (n (n vow? oam� zz d r M w w O Q<j Uco Z r o v wH-(n Ogg N. H `ov, d U) H 0 0 P O (0N M Q M ol O 4 W °� � a' �(n M++00 =ova 9K 6 0 00 (c'Z Q�IO ���nZ oQ =� N�LD 0Z CN 555 vU) 555 �vQ'`^ O LULU h 575 575 ri a n. N ((i O CD I- LO � (n w w �2 0,00 mH wawa ><�p� oHOz 575 W! 2 M ~ - 575 vi EXISTING 0 GRADE C9 0 570 570 N N w N N w 00 N N H i i Q Q .� N .-I N 565 565 zo 0 0 36'� (A DATE 29 73' OF 15" HDPE @ 1.00% 0 0912012021 } DRAWN BY 560 560 A. MABEE 5 • DESIGNED BY . A. MABEE • CHECKED BY 9+50 10+00 STR 300 - EX STR 11+00 9+50 10+00 STR 200 -STR EX 11+00 9+50 10+00 11+00 STR 1062+0STR 100 13+00 14+00 14+50 9+50 10+00 STR 402 -STR 400 11+00 p • J. SHOWALTER 0 50 PROFILE SCALE • SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • 1"=50' LD204 PROJECT Birdwood Pedestrian Path DESIGNER: A. Mabee DATE 9/20/2021 • CHECKED: J. Showalter UNITS ENGLISH z a J 2 � a z Ln Z (D w � J � LL a U O Z �.L Z d O U J OQO w o m (/) a J Q a a J O 0 ILLD-229 PROJECT: B'rdwood Pedestrian Path Designed by: A. Mabee O STORM SEWER DESIGN COMPUTATIONS LOCATION: Albeme leCo(nty dCCUNlY: Charlottesville Checked by: J.Shavafter � 00 STORM FREQUENCY 10 I Q U c UNITS ENGLISN i o r rn v 'o 3 0 E a m N d a 3 JOB N0. a a 49370 g SHEET NO. M C7.0 0 ce CL 0 EXISTING GRADE 570 570 565 I 565 �40, 26.22' OF 560 15" HDPE 560 555 555 Q 'a 565 565 O EXISTING °i O GRADE - - � � � � PROPOSED / w ��z GRADE / 560 560 � 10 • OF 15" 5p°k 555 555 _ � J i 103 OF / 1g6 36 PE 15• H � 3 p°�o 550 550 30A1' OF 15" HDPE @ 1.00% 545 545 540 540 1NL.Ef � O [ " 'L' rE..+ � � q EEEW... `t✓'s0 O Sag Inlets Only W F (a d FIFE \Q_ FRO!.lPOINT TOPOIIr'f DR9II�T_RUNOFF .1RE.4 'A' �lcr=_ '3 COEFF.INCRE-3CCL'1.[ 'C' �4 CA IIy'LII' TL',IE '•'�,!=_s R.•1Ilv FALL InHr RUNOFF IIviERTEIEi"ATION 'GT of Ape Ft 12 COPE Ft -Ft- la SIZE (DiiOr SpaaRise) In 1 1 SI-L1FENumbaCapaar,.Ftiction Pipe- CFS li Sbpe Ft:Ft NORAI.•1LFLOR� FL TIME REMARKS 1 1.{Etv7 ULATED Lateral �5 TotalQ C•5 tg UPPER FivTD �`14 LOWER END fll Depthof Flysc,dn Ft ?tread Fbic-An SgYt Eire Ft Gr. Ft Sec � 15) Er. Ft INCRb l�tE.'I 2.Iimtes .L�{LT -L91' b[inutes 1' REFERENCE '1 ST-1 FF�Rx'*'CE r, STA 101 1Q:1 100 4.13 4- 4.li 039 `-- 53D "r0. 249 550.81 55050 30.41 Q4101s^ li Cms>tr 1 ?.C16 000130 051 0.47 42'. :26 034 4.14 5.&� 103 104 0.18 OHl 0.11 0�` - = 545 4.00 15 556_BO 55491 19636 Q03000 15 Circubr 1 1211 000060 Q31 024 0.18 5_M 1.4E 0.47 5.77 105 146 1:4 025 058 O.li 4.15 54 S54 O.t74 493 5619? 55??S 14B_41 0�544 li C�+bT 1 L;_10 04)0024 4�- :li 4.14 5.21 0.83 0.29 5.� 201 :{%i EX-2 0_ls� 464 4.12 4.1: 3.0•? 554 D.00 080 56334 553.46 17 �.e^1� 1 543 000024 4_: - 4.18 3.5? 4S4 4.13 5.13 301 300 E'il 0.08 0?3 0.06 4.0: 5.04 554 D.00 438 55554 55i14 3^.3 041008 li Cistu� 1 5Q 000004 011 0.13 0.13 2ffi 4S3 0.17 5.1? 401 404 442 6_I1 043 263 253 ]L200D 388 0_00 10.18 i4533 54514 25.?4 0004R6 24 C�+�r 1 li.?? OOD210 L1? 191 055 5.34 1.61 4.08 10.48 P OPOSED GRADE 550 550 EXISTING GRADE 545 545 401 6.74' OF 24" LASS IV RCP @ 0.50% 540 540 535 535 L 7A It 01 do \ — � •� � �'-��-- �'-�� � � � _ _ — - -----� ` \ \ \ J `�\\\`\`\�" � / ( / I 1 \ ia' fl ,' /' _ �.�•. `\ `\ \\ \ 1\\\\\I II 111 \\ \ / ' I I / I�� \ \ \ \ `\ `� \\\\ ` :.�' // , _/_- it IIII\ . t°:•:.:::.�:. c' (o:............. �n^;.; ,...... L / ' - - _ - _ - - _ \ / - \ \ \ \ \ \ \ \ / - \ 1 \11\ II \11 1 I I \ \ \ \ \ \ / �/ / — — — — \ \ \ 1 /� \ \ 1 / - _ \ (o.:•x--..,�..w.•• ...'.•..,'%R -J\ / �—� i — \ \\ \ \ \ \\ \ \ \ I - - _ _ _ - - ' yi 1 I ".a.�..'_ (o: v':^•�."•' „c-.�„ �� — _ � _ - - - - - � \ \ \ `` ` \ ` \ - - - - ' / / ' _ - _ � _ - \ / II I II III 1to "-5..... ACD all / / / (/ / ✓/ �/' ��' /' / / / / , % ____- ham_ _ — — — — � \\ \ /�� J /_- ________-_____ -- _- - �� �' �'��'i� �'" ~�/ l / I t III + i�-'i /'�/�"%�/ f� ,' / I I I I // II Cal _ _ \•�\ \\��l\�\\\ 1 \ / / / , / GULF CQURSE RIVE ✓/ -�I= �� / / / / / / �' / / / / / � \ � ���.:BA \ .'\ �ii? \�� �`�\ \ l_ _ _\_-_ _--_--- -- � -� � 44 � I 1 /' \ I I I II I It ............................. _ _ _ _ ..........:�5.i?.:rn .}itiii+::Yir.O'�. — — — ——— — — — — —— -----_ -- —_T'T / BENCH HYARFF ASC-503 I / / ! ( \ , �� f-581o� - - ; ; - -- -- __ -- RERAR W /STAUP-ff 43C-503" Tpk / // // / // / // � / � 7 , � .••••••'1?i•.:. 1 \ _ ` - � - _moo- 1 / �1� _�i' _''� ��� / � / � \ 1 /> \\ \ -� l I \I \/ , �/',/ //'/ �_'�_'' �i _� -�--� `\ `'/ \�i '/ �,' I) \1 I I I I I�j111 /// / \�\\♦ \�\\�1 \ \\ \� It / \ \ \ \\ It I / J 901 hnn EIGHT OF EYE = 3.5' VDOT SSD - 126' (APPROX. -6.4% GRADE 595 595 EIGHT OF OBJECT IN CROSSWALK = 2' / VODT SS D - 107' / 590 0 590 / / / 585 / EYE=3.5' / _585 580 580 / / EXISTING GRADE 575 575 570 570 9+50 10+00 11+00 12+00 13+00 GOLF COURSE DR. CROSSWALK - SSD HORIZ SCALE: V=40' VERT SCALE: 1 "=4 14+00 0 40 PROFILE SCALE / 1 I II ,43c,%LE Vj=o l :II � 80, �JC /gyp V\. THAN 11. SHOMLM he. \n.040=057151 �0212812022 q� � ,p S,r)NAIIC� Z Z ILJ W Z � � R H 0 0 0 O O Z U U o a a LU LU Lu Lu (n N N N N W 00 � N N Q ON N 00 DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1"=40' z a ^J 2 w a>c) U= L J o W v ' a U' ( rj g z � ./ W F1 m a Q a a O O O 0 Q� F-1 co JOB NO. 49370 SHEET NO. C8.0 a is L i,� -� N Z �/ f WSA SEWER EASEMENT f/- - \ \ \� ,\ \ \ �5 ^ Q , 6// G.B. �2J. PG. POD: ]09 (PIAi) - \ \ J y \ \ I \ 1 \\� \\\ \\ 1 a �^ i V A �, �'\al v�� oJ�/� p I , / /I A --- o \V l i--- -- ov o00 0 - 1'%0`v`,o'II � % - � ,i, �-�� °1I I l = IIv � ITr O A _ _ -I ` - \ / ' -III I I II III I' \v.� / 1 ��=-_ ,�� -. I / ( \ II IA -�� / !�, I 11 /III v v ,/ vVvw�w v I / \ v�ti /i e�fe �C�lll�f1 �[--1 nNK �_^III \\\ \\ �o/ / , _ � I\ AI\�V �\///ate s�l/j/�/%/,/ ,! /�./ \\ V \ �AAA\V,A\_ ��;`\\ \\ / " \ \ � , F)1\\\� ll !r/'•J l� (�c \` \ / III ••\ 1 \ I I I / - - - � V A v 11\ IIII/ �/�/,,may-___-'/I (1 / 1 � A b - %_ _- �. � 1�\ V A V I III ' - `, J// IO'� I IV A'll __ _ - -i --`-1V I I // \ ( ( \ �If �e I 1 , ) I, / l ii '/ "I I ` = '/ ( I_ '\ I,li ���- _ _ ,/'' - S ,� ,A+ _ ex[k�r I v AQvv ->d - � ._ - v A A \ A Y F / - r \ v 'V v . ,ll � w Av _- _ 0N, _ _ s - _ -�; _",�` v vv \ V �A V�i " l i I I l I//!%J � \ \ v 1 ` \ � Illld�l�ll// 0 �p� �R / I / v �lL�r ,w v^ °\hill I°II IIIV IIIIII 1. /I I�'I ' ,ll , v- = 1,� / _ 1- Q v ' , v V -.0 jIVAVA / - < o o /, /�l / r =� / / /, / = a - \ - \ 1 ' ° \ \ 1 --� \I p IIII I'll IIII \\\\1\�1 \ / rl / I �� - ' - \ - �,J Qom ---_� - _=-- \ I 11 1\\ \\\\� I I I \\` -- 'l�\\\ ' \\I - - I\\\�� / 5,��➢ Il IIIII�� 1 \ � NU III " ' /// \ '"./,Ill 1/1/I - \ \\\ \IIll \(t _ _ --:_-�'<�_ __` 1\ _ - _ \ \ I I l I \\\\r , >l"�l /' l '• ,I \ \O \ \ I \\\\\� \\ I'" - \\\\��b� / \- /--�, IJ '1 ') - ' �`e\` '.- -= �= _' - \\ I\ I)I'J,r'//// III'�'�4 I?I \ \0 \\\��` / I/ _ III \ l'I /ll' a t / \ - \ \ ,-o;' �- / , \�\ li - ��\\ \ I I J I / I I I \ I \ � - -- — ' i -, -- _ —= �- =-- `/i\' \\ /IJ/ / I it J III\ \\II \ V/ \ \ ,. \ \ \ / I I l -�11 _ �- / J - �\ �\; -` 1 • \ Q ' 1 I ;�1 ( /1 / / J Li 1 1j1 iJ IIII //IJII \„ \\\\� N m ao > E w -- w > E / ' U 1l, lIl Il _`\I II III' - p - I\/II i�iil I 1 - _— __ -' _' -- -----, 1 /// / /m/ - / ,, �/ J I \ 1 \ \ ....... -- \I /- "Pk Y" �. \ sy O ' / ' / / ^ /�%\ \v / is//�, / 'l1 11/I \\ \ m//'/'1 n � ) m 1 \\,, \ _ , _ / _ - ,,_ \ //\ 1 /I / / / / / I / JI, ll BOARS HEAD -/ , / _ \ \ \. \ _ \\\ S / _ _ - -" _ o s - - - / \ 1 ( / I 1 -^\\ =//// , \ \ \ \\ \\ ( / \m \o\\ //r_,\\\\..:. �/ �y / / / / / //// \ -/ _ _/-- - --- \ Ill1 1 II I((I11/l/, 111 n' / ///,/,//1i' -, 0\ A / / / I/ / /, -� l ' I /1 y ¢ 3 cn cn / - - SPORTS CLUB /// / o \ / / L _ _ _ \ /i I / \\ ') -�_, I - \ \ \ \.�\�__ �_ 1� \ L, / J / i \ I ' I 1 ' / o \ -\ / �-- - \I ) I r// '.,e' - - I i l I , a / II /( w O `m Z Z �� / / .n ) \\ , \� I / 1 / / L �� - _ _ _ ' j 1 I \ \\\\\1\\ ✓J•^-lP. ` I _ \ - \ , / _\ _ \ \ _ M 1 ,, i I rl 1I I, I ( ///,/ �I / -_ L//�I\\I I III // �II \ / /' N P.. ,l K Iy L M W W r _ _\\ _ \ \\ \\\\ \\ `\ 1 „i _-_ i ` 11 \ .. - \ \\ \ \- \ \ - \ o - / _ - I- \` \\ \ \ \ \ ,I 1 IIII lI/ l /, % 6 , ` / I I ) e O I I (\ \ \ Imo• \ , _ \ / /% / �/ a - - _ _ ''-_��\ _ // I \ / \ y \ ' / / /. I ( \ a U m � J _Lri w p'� O rn z � /i'; ////�i/ /// /// /// ==; = '%;'\\` /.% I ;\-,\\, \ \ \\\\ \� ;, - 0. -\) ;=- :�: '=J /`%/ / it 1,,r l /^ I / ;I/ \ \\ /\\ \ \� \\' I ` ,II I'I;,'''I//// 'll �� %/,' /, '/"i'II l/ I/I�I -�\\ \\\ \\1 I \ \i \\ \_--\" _/�//,,,I I Ili /,/\ _ \\\ \\ 1,\ I11111,11 III \ ,/jl///// �,i41 I. I� - -- �\ -- - ' '/ !` ' \ /� �� ll \ \ \ I I I II \\ I // �" / ,- ' �I o / l \ \ \ \\ \ \ ') \ _ - \ �- _'. // ' N/ / / I // \\\\ / J / \ \ \ 1 \ \ \ \\ I I III IU / l I. / l I O I \_ \\ \ \ \ \ \ \ \ \ � b� - /// l / / \ \ 'III II III I / II I '\'I '�'�-<. \ \ I,�II l Z_�vi yv H� � O x ¢J Q w CL U}}}} cl� cn W Z �� Z // / / //// / /// //�\ \ \ / i / \ \\\ \ -- - - n - - \\ I /=/ \II ® I \ -\ \\ \ \ \- -_-_ \ \\ _-_ :' //// I / \ \f_ . _ , f1;/ \ _ I1 ( 1 IIII /Ill 1 \ \ \ \ - / _ / - / / I m I \ \ \ \ \ \ \ \-� _ _ \ - _ _ \\ -'i / / / / / , ^ - / , / \ \ \ \ \ I 1 1 1 \ I I \ / // o IIIII - / \ \ \ I I ( 11 \ \4//\ \ c 2 N 000 Z V U / _ ' / 4 rl\ ' ' / / -\ 1 \l- \ \\ \ \ \ �\-_--_�-- - `-_- - �� \\ , - '- _=- � -/// // / l - \� _ �.._ I \ \ \\ 1 \ 1 I \\I \\ I I _- i I 1 0 / ��, I \ \ ` \ _ \\\� - / m \ \ 1 .\ \ \ \ \ 1 11 I \ - '_ \1 r1111 I \\\\ / �'�'-.- \\.e \ \I\\ d d 1 I \ \\ \ - \ _ _ - - \,_ 1 \ \ \\ \�\\\I II!.. o - - _ _ - _ - - \ -_ ' / - \\� C %, \ \ i f\\ 1\ \ _ - - / \- \� - - - - - I I 1 \ \\ \\\11 \ \I J I r I I \ / \ \ \ _ _ _ _ 1 6 0 ,, 1 - - _ _ _ _ \- - ;\�' \ ' o I �•_"'�„ I a \ \ \ \ 1\ I - \ \ o I I leis"`, , //\\\ \\ _ _ _ \ / 1 1 \ \ l \ \ \ \ �j - :_� _�-/' \ �" \ - \`�----_�\i\ --,.. --- - -1 \\--� ___ _ _c= - - 1 I \ \ \1 \ R \ \ �/\ 1 \... \ - I \ \ \ \ \ m K /, �\ \'./ / \ \ I / IIII \\ \` I\ \� \\ \ \\ \\\ 1\ \ 1\\\\ l/ I 1 \ - _ - - - - - - _ - I \ i�'J I \\ \ \ \ �° ��--- m J W W , // / / I -11\\ < / ( / / / ` - _ \_ -I \\ \ \ \ - _ �\ - _ \ \ \ - -- �c _ - .`, / \ \ / \\\\� /m / \ - _ I \\ -� - \ _ _ _ _ - _ ' \ _ _ \ _- - - _� _ / i� \ \ \ \\\ _ _ _ -.-_ -\ ,, //,c_ f )II , \ --� / ' ,� - �.� I 1 \ _ \ \\ %, �1 �.r 1` -------- \" \1 \ \ 1\ \ - \\\ o w O C[ I/ /i / / // _ `\ J� \\- --- ,, \ \ \ I I \ 1 / - \-- \-- "� - ---� -_- \ la \ \ \ `\ \\\. s (\ / , ? - - o - _ \ (- - - — —_ - ' , _ - � - - - = - -BIR,DWOOD / / - \ \ , \ \ \ / \ ; \ i \ I \ - JI\11� I /1 �l /I''r; =�=z�-__ l ---- -- '/-_ \ -- -_ ---- — / , ,- - - Ib - Ui r I I \`�' I - 11 pl -_--- _.---- `/\ _- \\\-,,,gHo�OaRSE__ / / \ _ , \-,\ , I , 11( \ \ r ° , I -_ -', /', , \f I l ! , I \\' - - -` _ - I a/l�ll�� , '%' \\� I'' / \ \ - -- _ - -- J 1 _ �` \ - / /m J \ - \ 1 1 1 1 1 I ,IIII, \ \ \ \ / ! 1 (� f \ \ \ - - - - / \ \ \ \ I I \ II11 \ r / , , r , , 1 1,` \ \ \ , �- \ \ - - -- - - - / / -- \ _ 'I - - \ I I ' ' \ I I' \ , '�,' \ ` \\ ..ce , , l , I , \ I - I I / F _ ^ 11 _ _ , L' _ _ \ \ \ \ - - / = \ / \ \ , \ \ \ I J , }\� J / ,7N " 3 , \ / 7 I I l ( \ \ `1 / \ \ I / _` -\ / ` \ \ ` - \ \ \ \ \ __ L T \ \ / \ \ \ 1 ✓ \ \ .. Ii � `\ \ � l 1 \\1 \ -_ - -�- \ / \ I I I I 1 8 _ \\_\ _ - _ / / - / / \il \� J i°�� I,Ir I I / - '/ I � -- \ \ W ° \;� _ \. _ \ l / / I ( l / i/ J \ r 1. \ \ II. _ - �/ \ \ � - \ \ - \ \ - - ' / / �I - ' L l i ' , ^ , � / I \ 1 IIII \\ \ \\ \\ \ ,III ' \ Ilr /-\ 1 I // I II \ \\ 11 .� _ \\\ J I\\ r / II I � � ' / 1 I / // �\% I ' I 1 ///ri/ \ \I/ \ \\ \ \\\ \\ >l \ ` rJ/ \ `\° I I I I ��=L _ C7 \ \ \ \ .\ , / ,1/ -`\\{ - - \ I 6 ; 1 , \\ - ,�, , 1\1 ,(II \/ /, I�/\/,d //,l / -/� I \� �\ !\ \ -_ - --- 1-.2 \ \ -I` --- -_ - /_�- - \ � __ _ , J , ,Ilr� �, \.. 111\ L \\\ \� \ ! \ I / \ / ! \ // / I, / I \1 I I �\\\ I / / \ \ 1 \ _ \-- _ - -=/ / � ` _ \ \ \ \ - I - \\ _ _ - _ _ \ ' / / / / / \I / I / / l I /\\.' I I 1 I ,. \\ \ I -- - - \ \ _ �/ , / / / r r , / I \ ( 1 11 \ ,! / / I \ \ \ A� \ II ^-l r - - - - \\ - /�, , / / I Ij( I, .\\ l,11 \ \ \ Il�lf-\I/l// \ ce \ I \\ I I l , , „\ / \ �/ --\ - - \ \ \/ / / l\\\\\ 1 \\ / \ \I ,, 1 \\\I 1 , I //I I/ - I r/// , (�/\I �I111 I ,\ i -----_-L \ \\ _ - \ -\ '�-�_ _/ _ ' / (;�/ , J \\\\ �\�. `- \ Q / / / / / I l\ \ \\ \\ \ i\\ (, I \ \ \ k \\ \ \ I \ II Il\{ ,\ / -! / /I1` \ I / 11!I I//1j /! n /-X �I' I / I 'III IIII . 1f I/ , �_ / /,/`� �1 /, �_ _ \ - \ -\- -\ \ ` _ -\ \\ - / - _ I /' / / , / / 1\ \ \ \ \\1 l / 1' \ \ \ 11 f I \ - \ LJ L� i1 r� /�-✓ / / / / \ \ \ \\ i I \ o r l / ,--,\I-/il \\` �/I '�Ij1� --- - - - -J` -` \ - --\\\\ -- //°-` ,'/'// ' \\IJ\\\1 \ \ \ \\ '' \ I!`\�//\\Ir �, / \-\ /:�/ /,- l �`� x �W NN Ill // ! II \ \\ \ \\\\ //I// % AI I% I --\ \ \--", - / / // '_�'CJ/ - `-_// I, //,�\1/ /( \ \\\\11\ \\\\\ l \\--' - fl G Y�L \ �\\\\\ \\ %// \ l a \`1\\\ r1 \\\\JI \\\\ 1 -) I\ III/' IIII /IIIII /_ /��'///�/ ,/ \,1,Il.�i ti / \ �\ _ ii �' / I \ V �"' Ir '/��/ ' '..Y ' /' �/ (�/� 7 \/. /'. w NN 00 \ \ 1 - \ \l y� \ \ \ _-\�'/'~� ,\\\ \ \ 1 1 r `till \ \\ \ \ \ \�- -\ \ \ ' (_ 1 e \ / - \� //� - / 1 / /, �i_� 1/,�I,; - __ __ _ '� __ - - -� \ _ - _ - _ .!.Y* � /:.... - - \\ - \ /mil \ \ \ .� _/ // ' / / 1 //' / '� J� /�' -11 - "'� / l 'I \ \ \\\I\\`\ // ,\ \� �r\_:::: � em l , ( \ - / -_ „'� ' / / '/�'-, / \ \III \\\ \\ / I l ` \\\ ), \ >�� \ \\ \\� ` -; '""� 1 f\\ - '_ �� - 1 1 / / / / 'i S U Q O O) .� OJ N \\\\\ \ \ \- ,, , _JC JI, / �° - _ - - - -�_ _ ) 1 - _ _\_ - =�..' � - -- _ \ \ �_ r/ s, ,_J' / --_ - \ �' ,� -\ / /�,l /# /, '// / -/ / ' "E- \ \ \Ix I \ JI \\\\'\ \\\\\ -o/\\a\\��\� \_\\\``-\\ //��___-, ii% -f" _ /�i '/ r / l / / J 6 / ' / // // - / \\ \ \ l l \ \, \\ \ \ \ \ I I i % -='- - - - ` \ \ / / / : .. / / , / I r Q "� � J ' \ tr\\ 1 \ \ \ �/ '/ 'o Z ,-IN 0 0 I \\ \ \ \ , / j I I. \ _ = - \ e v- - / / / ° - I _ --i l - _ _ - 11 l _ _ \\\1I1 _ - _ _, __ - - `O \\\\, \ I 11LL �\ \ \ \ \ \ \ / / / , � \ I / ✓- \l I \ \ /i-� / / /ice �__-_�_�___'-✓ ---_ ` '" r - ' / f J \ �`' / \\ , \-( 1 / / / r l , 5 / / / - \ --- / \\ 1 \\ \\ \ J �- _- �- ,'/ ��C'L- \ \\\\ \ \ \\ 1 1 I 11\� r ��/ %� i% =_ _ _ � _- -_ / '� - / ' / _ / / -\ \\\ , ®a I I DATE % \ / /,'/I / - \ \\ \ \ \\\ \ \ 1 ' I, l / �� I l / / - / - \ \ \ \ / - - i \ \ - //�/ J ' - -,Ii I \ 1 / / iS ,:' - - / - _ _ _ - ` o \ \ \\ \\ \ / _ \ \\ _\\\\` /// \\ __ _- - - --� - /\ _-- -- -- - of \\\\ N I I r __ \\\ \ ; o \ \� I I o / / - / / /o// _•..� \ - ,\ ' / / _ - '_ _. / / - _ , - - - - _ - _ - - \\\ \ / "' a o \\i\\I \ .. ---_ \\ \ \ 11\\ \ -....- mffi \b \-- \\"\\ \\ \ \ II \ I Y --- r//i/ _ S \ / - - - - - R R --` --'-- _ _ -\ v7 L L.V a\ �/ D\ >- > 09/08/2021 DRAWN BY ^�-,/// -_i/ \ \\\ _, - - \ \ r// , / % / - _-- -_ - -_ -- _- _ - _\ \\\ c \ \ _ -\\\\\\\ \\\\\ \III III,\I \\e\ I /- \\\\ yi/'' _ d 6// ��% \ - \, - \ --_-_- _ _'- - _- '-- - = - - .: // �\ ��o \ / _ \ \IIII111I��11�111 �II--�// / � __= / ��� � - --- _--_=- - - > GO\LF G ` \\ \ ,\ \ \ \ \\I I \\°\1 \ -- O / _'� /- \\\ \\\ , 1 \\ °I _ .:. ` l \ / I ,--- \ \ / / �-! -- , -'- - -� _- -- - -_"_ - ' / - -- lI. ` ,\`: ' '' -- ' \\\\\\\\\ \\��?I\1 �' -\\ \ail //, / - ---<__=\\,- ,.\ -lc> g6 // - -- __\ 1 ;/ // / M.RACHNER ,/� /// \\ \�\ )I I =�_-_ row; — --_--- - ___ \\\ ;- - �� -� -- - O\\\\\\\\ 1\\ 1,. \\\\\\\\\\ /, '-\1' \.//,/// ///�-_.`\\\\\\,O I, ] -- -�O\� V.�S J_`l //;'-/' %', -- --_� l ' ��\ l.r ,/" i =�// r /, , 1 --- DESIGNED BY �- y' - //// / _-__.__ q Q Inv= mrst / / / / / \ \ \\ \ I I ) \ \ \ \\ \ 1 \- e ./ / 1 \ / v / i 1 \\\\\ , - I I 1 , , / / \ \ - - _ _ I, i. _ � - 1 - / _ '! // _ _ _ _\- _ �_� \ \\\ I�- /__\\ \.�\/Ill /' - \\ II // / / I / \ IM ll � rl \ // /� /. \\ I I I111 I / / �i ��'� �' �'� /� 'I �'\ �I \, \\ \ 1' \ii'(}-, I_ - �' / — - -_ ,' _\ \\\\\\I \ \ \ _o _ I- _- _ �J / L \F. Il ^� ��- \\ \\ \\\ ,I— -- ° /r/'I UI' nlI1IllIIIII I/II l/ / /' - ` \\ \y\ \�\\ ' '\ - / // -- -- - - , ,lv ` vv v vvvvvvvv- -v v 111 �/, - vv IIV -- -- - _ - _= v A _ v v v V A VA ♦ A V A V A 1 A -. A l/ ( / l l/ ml / / I I I I I , / / l , - , ^ - - - V \ l - \ V A I 0 , / '/J/' _ / v / I. / / , / ' / / -- / / ' _ _� _ I l l v J 1_ I_ I v - v 1 II ) , / , / / / ,/ / / l I I l l / / / / / / , v V v A 1 I I A -/ l/ P, (l 4 - - / i / - / ' ' 1 - n `% I ' - I I v / / / ' `l HANCOCK CHECKED BY - - � 7 r v _ • 1 , 0 =a IC , v , r / ,� - _ / , v - _ _ _ ; _ 7 ) A < / 1 v v / / / / / / / / / / / _ \. A - V _ / -- _- _ -� - <•1 o `__ __ `- _ _ = _ - ' - _ , v )v � / /I / - 1 V / / / / / ' - -_ 'I ` - _ —__- _ v l / / ,l ICD- - - /(� / - � / v o-> w l vI — " I,<< / Ry / ll ) r J) � - ( �J_��J //,r/ / / O F. HANCOCK v I v �v // ,.i / / / - v� 11 v__ _1- ( -- c =- vvvvvvv - B ti//q l , l , Vv t , I A , / , to Al l ': Ij l l �/ l //l ll I I I ! l ' / A v - 1 Av -� ll l / / v ' / / / v v vv A �F i �Q �/ J % '/ / / / -'/ I 1 ll l l /l / I / I I / I l I I , l /-" A v ` - - A - ' _ - - - ` q /v( f3 u / / l /j1 // I / _ - / / - _ v \v -, vt11 hull -� r -v- _ _ /'' !�//' �' --- - - v1vvv v 6 / / '// / / // // / /// / --- vv (�� - �_ i -�( -. SCALE _ -v �/ , - �- - -- / % / -- ^ / /-- - ) s/ v / // / / // i '- / / I I'/ / ,/�s�'-r am )J I�/ii/ / , �� V ( I , 1 I l / / / / ,ll I/l l// l// //,///j /// //,/ , // _ 1, I I v /' vv v v _ '-IIIII IIIII�II `•'1 1 v _--/-.vr- - // // / • .. I / // / I I / l / I l J 0 J i I ) 0-1 1 °=100' ' / l lI // l / / / _ A v A1v A /, / I ' , / / ,6 I' I / ' ' ' ( ' - A l_ v _ \ / ��� _ . '; � : I � ',I' I ^ l v 1 /ov - - - _ _ ' / v G� / ,'', - / � / ' \ ° � I I � / / I / l I /, // � _ � / gt < � / /I / /////'// / , 'o // !I I /I , /'/I // /'// / / 7 / I 1' , / l `"� V I __-��`\9'v (\' °°of l�'�''/ II II I III /I' 1,/ / l �'//'/ / // J J ' I I - v _ A v V 1 J •- 4 _ _I .,� - v _ _ _ _ , , r / / - - , A I ®/ ' // / , / .r - ,ttt �- v vv/! I`ll > I/ / I / / /,- / l/ I I I -•v �� yy \ '// / / '� '� I I / / / 1 V / / - '/// / 1 / , / , � ���I _ � / 11 v -�' /�/'/ / // V _ V - - _ IIIII 1 // 1 A I //�/-V A Ali !/- /./ I I I III / / , - r \ \ ,. - - / I / / , / , If I - / / _ \ v I I I / / �II� 1 / / A. I IIII // , , I ,� - AA //, / v �I Iv / - �w ��I I I(I I I, I // v II �// ',a ' 0 //// / � / / I / , I I /,, / /// \ V A v , v v` vV A 11 I I 1�, ( / --1_ -_- �- -, If) A-_o_ "' / -- -�-_-= 1AA� V \ r I / l I /' /' l / ' / I / 11 IIII II II I I I I 11,/, l 1, /, , l / / / v - / v Av / V A I' :,� / - �� _ , - / / / �- - v ' r / , - - . •- - ! / , 1 AV IIII IIII 1 / Go / / 1 / - // v - I I I / v 6 -ll ll, / I o I II IIII ,//, /// / I � - - v - A I ___ _, - -v, pR•__ o__--- ql1 - I // 1 I,}III I / // / - / _ / - \ , A V I II 1 tt _� / ,o o -- - -'° A ! / 1\ AA 1111I1I'/ ' 111 �� �,�/'/%//// • v�vA - AA VAA /1 -' -- �'' 1I '�%' -�_'_ a"' - '� v"v < ( \AI I�III� lI vAAVAA\/ I :' '/I/�,''//r/ // / f.:/' /' ' �- --vv _ \ I''(I II111'--IIIIIII Gil I I'll / I I'// jll j11 11U'I''I , ', I s �� o /II _v 1 A, / 1 B //// j, ro I I 1VAA� // / ' I/ /// '/ P 1 - A/ C �v�voo /// 11 III IIII 1j lI{jllll l_ 1II////// // 1 , I 11 11 / ,% / v 11A\VV /I/ / / I -� �% / J' /' v - �` --' 1�II IAA ,=II / / / ,',- / /// ,_--- �. -- V A� _ \ //'/'�'///// / / l I //i _ I I , I I I l / , �ji °T ''I l ' /� % - 1 A I I\I, ) AA�v / / c� / ��v//�//i ,/j, I/�/ / l I °I/ ' III 11 II I III 1I1,II �I�Yll�lkf.�,,'/////// / // j / i' J / \ I��"'V�, 111/1All/1,,, �1/-IA�II III 1 111'II� (( I I II / I ----' ,. / � -1 °o /90 /�Jj// i- %_- -__ v \ 1 A a\Vv - •� I If V'I _. IN -- IIII / / // / v I A I / AAAVAA IIIIII II i ', 7 �Avv -� -_ v l r II/��1 �.m �1 / I,1/I/l/,IIIII !IIII I11 IIII , � ,// _ - v , 1 \ V -vim /r / /////c/� I1, / l I ;'/ I I I I,11j,/. //// / / / / /v - 1 /1 I/ � ,' , It / / / �'-/ _ / I _ / I I 11 / -' -'v v_�V A I A v� - o-: "///// / / / C' II I/ 11 I 11 III I1 I ///e / f r I I 1 I I I 1 / I/ / /- o / // v I I A I/� .. \ / / I l A Ill �I �' no v �\ //� , _/ Ill! 1 _/ _ / 1 / I I � 1 A l I 1 ll/� I/� Avv v /,/ / / �/ / I I IIII II I// I .. / l / / v / I / I II I III d I I' / \r - ' / - / p/ ' Il / / / / / / //i,'/�' c- �e/ \ I I 1 \,. _:. / II 11 IIIIII, /Ill,", / f \ 1 // III / I I °/ / r �/ '/ \-'_ 1 \ �_ II / I /I Ij1,1111 / / /' '�'/ 1 T// _ \ ,- I -- - I IIIII / .11111�i III /l / // J // // /'/�' j A /,•� _, I / I\ 1A I / III IIII \ ,//j J/ / I t - - / I 1. I / �\� / I I I // f II %ih ' ' ' I III IIIII Ill! ' II -! ✓; I\� -_ I II I -- j111111 II '' / / / .l /',/ / / - \\ ��' ' / j, IIII III/'IIII�I1j11111111111�/III'`°/ / - ..\=.,',/''- \ \\\ \te r\ �1II,- II \I I fr rl l ;/', ;'�%=-',/''�'/, j��'� \ , \\/I^I ' AIL '//�111\. ;\\\ _/\ Z /,;%/rN \ - _/�,�/1 ////1, /1�11 I I I /I�.�/I I ^--\ _, /r in. I- /, I ,, l 1, o I ./, /I 11 ) /III Ill,I 11 II 1 \ 1 I 1 /, / / \ \ \ \ \ / /I II1111I I I l I /I`\ II I I II I"{ ' J / I J ) / / / / / / \ / / - II I % 1 ( \- - - \ `-'\/ %'° '/I / '/ ' /! / Ix-/%\r'/i\�i/11'I 111111111111111, 1\,III ; BIRDWOOD , �\ , 1 1)lI\I ram_%/,,,/\\ll I1 r//II II I'(ll))Ii I I II„III I I_.'I I ( \\ \ �I \ /i r / / // / o 1 I \- 1\\! \\ ®1 - ` / I I ' l I I I l - - -_- - I // / o O ' ' % /' - /// /1111 11111111 1 1 \ 1 � 1 ) \III DRIVING RANGE r , / / I I / \ / l l I 1 1 -_ // I / (/ I'I{II /// / ll 1 I I(1.��1 - I , // /, Il/ / \ - /'r '//' I111\II l,' \ \ \ \\\ \ \ II\ \\ \\\ /�// '��/IIII/r/I( t IIj I I'F \( I \ / / / / fq,b/r / - ` -- \ jc g/ \\\(((\IIII \\\\ \ I \ I I / I \ 1 J , // / �- o ` , , / I / ,/I I ',','/ I 1/ I II .{..I I II `Q I \ \ 1 1 \ I\ L IJr II \ \ -- -� �` - , I I I / / \\ \\\ \ 1 (I \ \� \\\\� \ \ -- - _ / ( l I ///� / ((' /I\ ' / / / / I I - / 1 �- / y I I I \ / / l I , r /�o I // / / / \, -,s \ , '„ , l \ I\ ' i _- / i "I - \\I,il\\\ \\ \ \\\\ ( / .- rr I(\ -/ \ -- -" / I t - _� I , ( I/'/ , p \ Ili! \_/ \ , I ! \ Il /„ \ i i �\ �\ - - _ / l l I ' , 1 \, \\\ 1 , \\ \ \\ \1 \ \ \ - I / / / 1 \ \� _ `\ 1I l' I I I �\ - /� \-, _ �' a / -,-� r I; \\ \I 111 \ \ - l „Ill 4 I' \\\\- _ (l / / I p„q,l -, ;, /I/ I\\\\\`-_ �/ / ( / , . /. to / IIIIII 11 \ \\ I I / - ' I \ \ \\ \ I f, //� I 1 0l / 1� /2 ��( III ( // / =�-J \\ \ 1\\\ \ \ / \ _ \ I III \ ,1)/ // l I rr Jr\�J \ , gl`Y, ) \, I I 11 ! , l I -\ \�\\ Or `! IIII I Ilol \ `. \\\- l,J/ Ill I I I ,I �i3" 1 m\�I ' I l 4T 1 �° \` -- / / / l ' lI 1 1 / / I ' f �/o, 111 / \, 11" 1 1 ( \ \ \ \ \ \\ N \111 I -//1\ II J ^ (-=� ' 1 / \\� 1 / \ - / I\ 1 \ , ( r,iJ,/, I -- 1\\_ '_/° \_ __ _=' )) / `�\ / I,IvllII 1)I I\IIII } - \ \ \\ r 1 1 TOC2K RKW/ 7 __ yl / \ \ - \- \\\\� 1 / / \ / / II r- \�. I \� \ \ \\ l/,1, �ll \.�}\ 1 =�''I �\,\� \1 \SFO� - '// / 11 I I l ( I / )/1J IIII , I I \ \\ \\ \ \\ \ - \ \ \\ \\ o-..' 1 \- ' - = - - - / / - ` 1 \ / / /// , / I�l I IIII I1, l I ( 1 / l \ \' I ^ \ \ 1 \ ` \ 1 1 / I, I '1 1 1 I ' ' \ \ \ \ III \BA�$EMEIW� \ \ "' < _. - \ - - - I% �{�. l I , opl I ( I Irl ,l( \ \ \\ \ \\ \ \ - \ \ \ - \o�. 4 -_. p \ \ 1 I, \ \ \ \ \ \ -0 c ' C /IIl1,II / ( / 1 -I 1\ \ \\ �\ \ \�I///' \ � - _. .ccy / / JI 1' \ I IIIII\ \\ \ \ �'^ \ \ \ a�_- I,II II\\\\\I II / III ',l_/, 0 LL ° \\`_ , -//� // o° �.�,'-.//'J/�,,I II \ 1\� II ,IIIIII \\1`'{/ - \� \\ - - \ \ \ \ {�rC� , (� \ -,_- it--__� '`" 11 ( 11, / , \ i \ I\ ,,� I/,,, 1-'I,\1 11 \ \ \\ \S`� \ -\ _-_� f 1 b 1\0 I ,�``\ \ \a\,\,-, __ a \\I / /,.'\ ,II\ fl =_ ! r t Illl,,l11/1 / I r /, , I \� =� I (/ /,/ l / I \ \\ \\ \, \ \I\o I gui ndPm' \ _ /.-_ ' ' / 1 \\o \� \ \ ! J / / / ' I lob ; 111 III II\I I \ / / / ' 1 \ 1 1 t 11 III I I ' \\ ; \ -�,� `-\ \\1'J \\ ' - -/_��_______ /II 7 ` 7 L - - \ I \ \ 1 __--_ r/� ____//1,](II-- � l / I / / , , , \ \ \ We - •- J / r o 1, , \\ \ I / I 1 l r , , _ _ " I I / s _. - \ - - / , / / 1 \ \ \ \ / J // I I \ \ \ I, \ I \ 1 _ - - , \-_ � ___=-'i;-// / II �/� 1 I /- I— i" /� / // ( / /l \\\ `l\I \\ \ I_r� - - \ J / / I11 I \ - ' ` / / / i, \ , \ L'\ \ \ \ \ - \ - N '..,-^ _ - / I /// \ \ ' °I I' J/ rr+\ / G' Q \ \ \ \ / \ \ \ \ _ _, _ ,- _ \ \ ( ( I I I /', 1 / J) \ \ \\ \ \\ / _ i ,' ' �, / - \ o e \\` \ \ - \ \ I I / / ' - - ' ' _ / (`�f�= r- - _ "" I l I IIII \ 1 1' 1 - \ - / , is / / ' , I IIII ,r I o I \\\ \ / '' _ \ - IIIII / )\\ \ \ \ 0 =- 1 -\�` - '-_ r // \Ill\-) --r' \ l \I \ \ t \ \\o---k-4-'-'7--�-______I _ - \ - -' / / / /,) \\ I. \\ \l--\--\ _ / / -� 1 I \ / `�l I I ( / 1 1 \\\ \ _ \ \ - _` / / _ / / Ill \\ \\ \ _ 1\ I I / ,/ ' /1 -- �-\\\ % - _ 1 S I I Ifl ( \ _ ��_ \ �_- / - -_ /-- - ' '-- -- /'/- I o \ \ \- \ \\\-- _ ' \� \ 1 ) J J I I I \ , I \/ ) .� / � / � i\ I � � � � � \\ \ r J L l \ HIV - � � 1 I I � \ ) \ I 1 ' 1 - - - - _� � ` I , / i / ' / ' ( a - - � - \ / / ' / - - , 'Ei, - i' / I al / I I I I III I I I \ \ \ `� o' \ � � � - \ - \ : - - - - - - ' . /�/ i �' ` / z \ / \ - 1 -' - -' IIII. \ -- \ \ \- - \ / /, /-Lu � \ - z -N L:. I ( I --\ \ � \ \ , \ \ � \ \\ \ \ \ \ _ `\ ' \ _ J 1 I I � 1 " I \ \ - � - , \` , I ik \, , I,i /// /a \ o / \ -� / � - / / / / I I \ 1 / 1 \ - `- \ \\\ _ - J J'_-� \- J /// I / ' l 1 , , ( 1, / ( \ ` '_ `a I ' a I / I I / 1 1 // / \ r - \\ , , \� - // ._ _ � N` , - I / / I - - - _ ' \ _ _ �, - - ,� / \ , / / II l \\\ \ _- _ \�\ \ \ - I l c \ \ / - - - / IIII / - ;' \ \ _ / _ - / / / / l l l \ \ - \ ll ( � , I I - , , , \ / / / - {7 _ / / /, I I ( I .' \ = \ \ - ! ( I I ,/ //°' y \ \ 2 c- I I ,/ I , l /`/� f ' 1) ' 11) 1 I I \ \ \ - - `- \ \ \ - - - - - J� / { \ I ) // / \ / c �/( / (, , 1 r l \ ,, \ //// // _ o r'i ) \ \\ III I I 1\1 1 l \ - _ \ _ wv:52a.9 P ',' / // \�' - - . - - �, / - -_ --- / / / - - \ \\ \ -\ - I ( I _� /( I \ \ I ,// // l l 1 - \ <,\ \ \ - / /� - / // / / \ \\ `\` \ \ II �`t / I / / -- \\ '- / � (�l - ( // \ \ - l \i/ / I /I)I 0 . � % Q r ' / 1 \ \\ -\\ \ -" -- -� \III\l\ ��' \ 1 \ \ / I �\\_,'-- -�-�- , � -/ \ \\ -- C,1 I I \` I \_ - \ \ \ \ \ \ \ 1\�\ - - � / / /, / / / \,\ \ \ \ \ �� \ `, 1 ' I' 1 I p \ -/� \I / /, / l \ r `\ ` \ \ \ \ \ - -'/ ' '% ' - -:'</ 1 / III\\\`�' \\\\\\ \ / / _ / / / / y I \\ \ �� \ - - - ca> \ _ \\ \ \\` \ \ \\ - - ` n- -_ - - ' / - - I �//l ///rl- \���\_�-\ , `\ \\�\'-\\\�\`\\\\\l\`I' \\I \\ =_ \�\``_ , //�//,// �_i _i I//'/,'I�/P/�O/, rl\\\'_ \\III/, II II III' p, V/ ' _ ' _, /////// Ill!ji11=1Y%\ -dam_- \\\II\\\"\\ III \\ / / \\.- \\\\ - =518.9. \ \\ \ \ - - \ \ � \ \ \ \ \ \ \ \ \ \ \ i 1 /, / , Ill ' / / I / / 6 / , \ - \ 1- \ I :_I,'. I I / \), .' i i , - _ - - - - / - J 1 \ 1 \ \ I I \ \ I \ %/ / r / , ( t \ `- ) ) \ \\ \ _ ', , / '/ - - - - i �� / // 6 0 / \ \-' 1\/ II \\ I\\\\\ z 0 - -, \ \. \ \ , . , \ , / , , 111I \ \ _ _ , - . - / 1 \ / , I I iI1 \ \ \ \ \ \\\ P J 11\ \ ,\\ \ \\, / , J/ / // I \ \ 1 \ \ - - '` J pltt\ �/ /// I// , I ! \ \ I � I \ \\\\ - -- \ \ \ \\\ \ \ \( '� -' / -, / -- ,, / , // / 1 :, \ V \ 11\ \\ - / I \ 7 - ' \ \ I-4 / \ .., \ \:. -- - /� \\ \ ' \ - ' \\\\\ \ / r"/ - I,- / / // �_\ , I \ \ \ \ I ' ) / �- ' \\ - - \ - \ \ \ \ \ \ \ \ \ \ \ \ - _ \, - - � - - , %: i 'Gr // / ' I ' \ `I I 1 \ - C \ I \ \ \ 1 \ \ \ \\ ( -L `\ \\\\ / _-,,I, - ' \ I \\\` l \\i \'1 0 i/ / \ \ \\ \\ 453 /-- ,- /// //// /, \ , - - \ \\ , - / /i/ / / / y\ , \ 1' / / l l I l / I \ \_a-\ \ I I ( I d l.� , I , J��-�\��\\\\l \ \ \ \\ \ \ \ ` - - \ I ' _ - - - _6 / , ' '' % / / , I ` I I 1 \ \� \ \ \ \ I I \ \ I \ \ \\ \•.. - / / 1 \ / \l1/-\\\`\\\\\`\'\\\\- \ \ I�\1\ / -'i ceIIII,' '',-- -\\ \�° III o\ _ i_\ vv -= 1 ST RY RK & R N /\v vvv v v v /\ / / / - r v Lu UQ w J% \\ `\--- vv _ ���'///l ii'' �� v hr - /v v .A \\I\\\i\ - I I � 1 \ 1 \ I \ ' I I I \ \ (I '�I % )\ \ \ • \ \ \ \ ,\ �. �Bi\�E11�}T _ J ' ' - '/ / / \ U) /^� J( \ \ l X / / IIIII\ \\ \` \\ \ \ --L ir1�( \ \ ,/ a J '/ 1 \ 1 , \\\\ \\\\\- \ 1 \\ 1\ \ \ _ - _ -, r Ia/ - // / / \ \ \ \ l , I \.. �- , \ </ `- I\ / \ / 2: _ � CQ- �/P /�, �// \ \ \I \ \1 1 \ ----- -. ll / \ I\\\ N//- ' I _,,,, `11f - \I1 /P� III \ 1If If- 'I' ` I1 1( InI�G�� I \�\\�o, \ I\\ Lu m \\ \ - - - - _ _ _ / / / , � - , / _�/ / / 0 1 \ _ ' / = \ 1 I I \ _ I \ I 1 \ _ \ - - � i\ ' ' � i , 6- '� _ _ 1 i' I \ \ \ - - - - - - - - - - i '' 1 I I I / / I 11 a LL w - \ _ / / 1 -�' -\\°,\ \ \(r I IIFI --ll/ / I\ 1 (I,\\ IIII / /,' -- -- ' \ J,iJ ll \ �_-I',�\�-I I'l l `-\~------ - ------ _ //i/, /-/, // II I r l 11 \ \ \ -1. ' \ ( / I / / I o \ \ \ 1 / / / // / III \ / \ - I /i_ I F I / / \ ' moo- _ / / , / I / I I I \ 1 )I/ / / r ' - / _ - ' '� / \ \ I l 1 / \ \ - - - ' \- _ / , , / - / /, f I I \ / l I I , 1 , - - -\ \ \ \ \\\ - - .G ' ( �. 111 / / I I I l 1 � I \ I r /^ \ / /r ,,- - ' / l I - \ -\ III \ / � \ \_/ d` / �' - / �_ _ / , ^, I / / \ \ - / / \ \ \ \ \! ' / , \ , , , 1 _/, \ 1 \ - -\ _ _` - y -- --- \ at -I\ _/ /I -. _ _ - =- -- l 11\ / I / I \`I \ l / r_— -"' // \ \ \\ \"II \\\ -_ _ - - -_ -_ /' '''�/ ' , / // , , b I 1,/ / f I l 1 1 \ 1 1 \ -, �_ / , I / / / 1 O - - -`i' \ —1 _�°- - \/\�-� � i'' - ' /I/, I III � / / / /I/,////� Ipl)II\ / \`,=_o=�%� �, - _-___==ij5_=j, l I , /.` , , /_ /I r , Il ll i/r ' (^`/ LI \_--- - -'- -_ _---'-_ - - -_' _ ,/, %' -� --- -_ %- -__ - -___ � ���_---'. v _-_--_--_-_ - \ I 1 ` \ -I 'I'1} >-�'�'' \ I ('I'\ \ \` -_ ---__-- -- -_-- -_---c- - ,S i ,-\\l\ //I / I / /' l .1)11- i - - _-�\ \ - - - _ - ' \ / J� I , 1 \ - \_. - - / - - I � \ /1 , I 1 , , , \ \ I \\, \ \ \\` - _ �_' — _ - - __ _ -i i % II II. \ / / \� / / l // / , I / , \---- �_ --- -- --''�_- - % _-_ r I\ \ 54. -- --'N-�//-_---_-_--_- _ �'_5: I -\\\\\\\ //'�' / / // /,'// \ \ 1a I'Il'I '/\/mil I JS�'/'II'i �'_ ', ' I „/\ \ ( 'II 11 /0 _�-/c°II -__� �` // \\�J \ \\ ,'/'/'� 11 , \ 1 I 1 I \ \ \ \ _ \ \\ / Ill / / \ f I-1 - - I //_ - �/ - \\ /,/, f / / --7 - - _ _ _ \ Z -, _ _ � _ _ _ _ii --- �` II I I I I ' I I I l I / - - r _ 1 -- \ - \ - - \\ \ \ I \ \ \ I I I' \ \ \ - /.� \ _ _ _ � - �`_ - - - - -' - _ - -/ ' \ \ / / \ \ / %�_-_ _` � = - �_� _ _ - - � \ - \� -: `- - - ''/ \ \\\\-IIII I / I / l I I / - - �- I - - -__\\\ ` �\\\; \ I \ ` 1 / I I � 11\ I II .1 \''\ ,: ( - - \ ' \ \ \ - \ \ _ -\ ` _ � \ ' `� � =- '- �- _ -_ - _ _ _iml _ - - �_ �' / /r \�\\\\1\1 IIV ' I (/( 1 / I - �� _ -� _ _ '' �� - ' _ ' - ' ' _ - _'' y `I1 \ \ \\\\ 1 \ ( \ \ \ l / / "�'- ` _ - _ _ -_ ,� - \ \\\\ 11 // \ 1 / / , , / / / ,��� - - \ I I \ \\.: \ ` / - \ I I L - - - -- 11 /-�\\\\1 `- -- i '' \ \ ' / _ //_ �� M W _ _�_ _ _ - - _ - - - - -- -�\ -__---_;- -- / /�\\1\\\\\\\ / \ \ \ 1 ' _ _ - -- - - i - _ _ --c-� ; _ - Ill - \ r- \ / / / / - -} I III � _��\ I \ _ I -_ ,� \\`_ =sc= ,. -�- ___ _ _ - _-/%'---- v _\ U\ J/l l I I l / / / / ! \ f II\ I `1 '1 7 _ _ _ _ ',yl/ _-'-/-_- -�-_---�\_% / �- /''- /�\ \� - - - _ -_____ ,-,-\\\ / / // / \\_ / , r= )1 // _ \\\\\\ \ \ / - \__- --� - _�-_____-____- _ ___ _ -_ __ �/,/\I\\\\\ _ _ _ ,, \ v/ ice_\� / / \ _ \-i \b! �__ i i / 1 / /'Z,\\ \ I./� a/%i ".%/� —_i `_-^\ \\\\��\\��\�� -.- �,/ �-- \- ---', �%-=__--�_,/ / ,\� \ - - \f-/ y 1 \ \\\ \\ \ -_°-----_----_--__------ � _- -_ `/ -�9)L ,kN` �_''so P(9F/ -- - ,,, -- �'�i//'/ (/ 1\' l \ b '� -� - - — / \ - - - \ / / \ I \ _ \ - 0. " ' INy5ID.9' Jx i Ti / - - / / / .1 _ _ _ _/ -_' ° / _ -- --, \\\\\ \� - \_ /// \- _--_--_ C= -_ _ c- / \\\ \ \ \ - �P _ -_�-�-� ,\\ ,//I \ /\`\ T / l % _----e -- �. /�i�_���_Irer -- _ ,- -�\ \\\ \\ /"'_—_ __� --_ - -1 \ __ ' \, - I (f\-"\ \_ , / '� '" -/'/„ -� N III m °, / ( _ ,1 --_ / `�-- \ \\�// \ _ ; / _ �' _' _ _ \ _� _\\, _ __ _ _ _ �•��_ / ,/ �- , °�\ __/ I 111\11 - \ - - - - `, =\ - \` / - \ \\� J \ 1 / t' �. -� 11( )I \/ /° l /,, _ \I\,- ==__ 1 __-�u..alln �,,1-i'/i-/JI(\\ I\-�iJl `---_a((o--- - -- - - ,p - _ 1\\III;II /,- �:-_-_-- -=��� '___ _ __=�-__-_�\\\\----_//m _`\\Z'-/�l// __\\�`,,1 - ,' / /--- -- r_ __-� IOB NO. 11, I / \ - - � _ - , \ Ili(!. 09. PVC NOMIH J SCALE 1"=100' i / raa. so9r a" P sox _ IIII I / , z r ` \\ - - - % - _� - _ �� _ _ _ -- - ---\- \, \\ \ \_ - - - - -'�' t\ \ \� f/ , ' \ 11 \ / ' ,// _ � _ _ - - O[Ti=5oQ.7 I / / ,- , / / - =_ - _ -- - _ = _ - - - - \ - - - Ill! l / II IIII I I // - - __==-,.;';�, -,, - --- - -- _ `\\\`\�;, \ _ _ - -\`, � -_, //' \;\'; /-_'-_'=' ,' - , i-/ / ,/, ,--� 49370 r _ - \---,'// ,'- \I II I I I -- - - "- % - - - -- \ \---_--- / //� 1 I III I I , / - __ - - " / ', \- \\C----___-- \\_\--_- /, / ! /i /, Y` \ SHEET NO. ' r ) �� _- \- \ -\- - - _ \` - - /' f l \ \\\\ / - / / Nam\ \ _ - / �� \ �I �o •`•P. _� tl- — " / _Ir\ - / 0 m m nN C a c m 0 a N N m a 0 c m L N a c m = a 0 m 0 3 c � a aO - 2a m �z ao o c T E O o cci c M. m 0-o o c m 3 0 N 0 T a w � m `OS 1L 3 n m c > y N m J U N O m r 2 2w I c 12 Ea U m 06 m a .r, a O c N O m - m U a- c w c N 0 C , m m G O N m m 1- L PLANT KEY TREES BOTANICAL NAME ACE RUB ACER RUBRUM QUE BIC QUERCUS BICOLOR QUE RUB QUERCUS RUBRA L W cr LEGEND N TURF SCALE 1 "=20' JOB NO. 49370 EXISTING MEADOW PLANTINGS TO REMAIN 0 2040' SHEET NO. L1.0 NI - - - - -- --- - - / J_ ----- - W. TI W 02/28/2022 LEGEND N� !fin^ ♦�' - --_` - — - -_' \` ` ` / // \ �s ❑ TURF SCALE 1 "=20' \ \ — r - o E / \ EXISTING MEADOW PLANTINGS TO REMAIN 0 20' 40' eE nN c - ----- - - -_- - - - - -- ----- -;; ,' _ ` / _ Lu U. LLJ zz \ (I l — - - - - - - - - - - - - A A � _ - - - � ' � � � � / "� I � /' // /' / o' Lu = w w z I O ——— ————— _—--—————------------- — — —— J - / / ���Lri 0000 0 Z W V L7 �.7 30Lr)x N zz i i Zuu 00 - w w w 4 uj W W cif V) V) - - - - - - - - / ®/ 0 > > / w w EXISTING RED OAK- _ v - _ v - � - / / E�ISTING EASTERN TO BE RELOCATED � �- - ---- --- - - -- -- RED CEDAR TO REMAIN ` - o -, - - - - / EXISTING RED MAPLE - - - - - - c� TO REMAIN v / --- \ o / --- ---- R TURF-TYP _ u PLANT KEY TREES BOTANICAL NAME ACE RUB ACER RUBRUM QUE BIC QUERCUS BICOLOR QUE RUB QUERCUS RUBRA ' 4 TOJREMA Al / / /LXIST G A HITE ' OAK TM INIS / TING TREE _ — — EXISTING E BE LOCATED L PARKING LOT / - �� w - —OBERE , --- (1)QUERUB / //' / EXISTING RED OAK EXISTING RED OAK TO REMAIN -L') -RELOCATED - - - - - � EXISTING MEADOW I EXISTING 1 EXISTING TREE ' \ \ STORY BUILDING ASPHALT PATH -TYP - - / - - _ / / / / / / ' / I �I / / //'/ /III I _ '" / � / V — — _- 1 - - - - _ _ - - / � -' II � / / � /' / / - / � / / / - • � _EXISTING BUILDING > a w w / / / / ' / ' o U \--- n IW w570fQ t�_- - , 5 z - -- / - II w ---- ca EXY�TIN6,1 _j STORY/ - - - Q UCTURE LJ U) - '\\ - _ I W 0 0 / 1 / / / / / I Z 57�1 / / I - _ _ _ - - - ' / EXISTING 1 ' - - -STORY BUILDING 1 1 \ \ \ — — — — — — — _ i Av3 \ I A /O 1 / � - -- - -- v JOB NO. -- - - - - -- 49370 �1 -- ,------- -�---- ,''-- ` SHEET N0. c a i L ----- - - � IUNK ------- - - - - -- ` \ / 022 —----- lp PE W W - -------------- - - - - -- - - -- - I A m ME N U) W — — — ' ' ' _ — _ — ' — — — — — — — — — — > E V I IV � / I 1 � � /' ai E WI I �U�� (A (A � I oo0u zz V A V / / / / III / • K �y L M LLJ Lu 00 uu o X - - - __— _ vNvW N - - - - - - _ - - - - O OZ O VV pWZW UQ— — ——— — — WW ia a -------- — — — — Z / yo .. O w _ - _ - - w w ---- \\cy- LLIO \ \ \ \ _ N N \ / / /:cc rn a o� 0 r,4 a N z0 0 0 / ------ ' = _ I I \ U>�07 DATE 09/08/2021 TURF-TYP /V.�540 p ASPHALT PATH -TYP — — — _ _ \\\ / / \ ' /' / \ } DRAWN BY � �\ - - - - - S DESIGNED BY — O F s / ® • F. HANCOCK S i • CHECKED BY F. HANCOCK EXISTING TREES 4-\ - - - - - _ _ SCALE TO REMAIN - - - 00 - ASPHALT PATH -TYP - _ - EXISTING SWAMP WHITE EXISTING BLACK OAK TO REMAIN GUM TO REMAIN EXISTING RED OAK RELOCATED _ -------- J- — — \ \ -_............. --- k .... / .......... o L.� .•�..... TO /g lNG v v BF E�OT EEC — — \ Q I J > S I L 1 W �• W o U U w� �a Z 2: Q m J Q ISTJNG' v I I I I I I Ili I I I I I I I I III I I I I I I I I III I I I I I I I III I \ II �IIgI I \ / - LEGEND \ / = TURF \ \ ❑ EXISTING MEADOW PLANTINGS TO REMAIN SCALE 1"=20' IDB NO. = 49370 0 20' 40' EXISTING PLANTINGS TO REMAIN SHEET NO. \ I v / / L1.2 L p,LTH OF � G _ Co AW. H Ill y _ Si 4 1 —I JI NCO CAST _ \ / — ` I�/� / /� / y� 02/28/2022 --'' -------- -;_PE ARCS ts / - —- -----_ --- - -\ _-- — — —=_— — — _ /� R w ; l 0I I I I 1 I 11 11 11 l� _ �, — --- _-_— 375— _ - _--_--_- ------------------' �\\= �� K 11 l 11 NE - - \ -- - >� -J/ ----- --- - - ' 7 --- w --' — — W N 3 /-- -- - _ C aLL o 5 cn cn A A V AST VA ( I I / I I / I >_ I� F- H v- W W _ 0 m 00 U U ' / � I ,<—iN> mW> z0z cIf W w O OO 1-kj wwnLr; aa 00 W Ln IN -I /lie I_ co �I�, W � u NN > W O O \� �� ,A V% // I �// Q m OJ //�� W U7 DATE > 0910812021 o 0 I L } DRAWN BY M. RACHNER DESIGNED BY \ \ — _ _ _ _ / _ , ' / / \ I / \ • F. HANCOCK > O BRICK PAVERS / \ / % \ ` - - - - - ' '' - O' ' ' I _. - / I I I \ I • CHECKED BY EXISTING COBBLESTONE / ®I ' F. HANCOCK \ / RUMBLE STRIP o — — — • / / — — — , SCALE / TUR�-TYP v EXISTING STORM WATER 1 MANAGEMENT l_ 1 1 1� - + BASIN .... ....... R CONCRETE PATH -TYP / R -- / , / L � J \ / \ s / / / , / / , / \ a � , / / / f I / I / a _ \ / / / 1 I 1 /j I / / I / I I / / / I / / I V � i / / l � - v EXISTING PLANTINGS TO REMAIN PROPOSED SHRUB EXISTING TREES v / AND ORNAMENTAL TO REMAIN `v v� v / I / / GRASSES PLANTINGS LEGEND v TURF -TYP �a / /�I I / ' � � v _ � / ,� EXISTING DRIVING RANGE I / / �/ TURF - �Il, PROPOSED MEADOW PLANTINGS TO MATCH EXISTING MIX PROPOSED SHRUB AND ORNAMENTAL GRASSES PLANTINGS r �/ i % ❑ EXISTING PLANTINGS TO REMAIN - MATCH LINE SEE SHEET L1.4 / — I / I I I W/� ` LL 1 Z WU U ' ^ W V I J 0 (� a r/ z W Q Om \ a O C) M� W SCALE 1"=20' ]OB NO. 49370 0 20' 40' SHEET NO. L1.3 s c a N C L HE 1 ' / 4, + / v / - v ++ v I ' I / I ++ ++ + +,++ /l / ZQ �I++ +4/+ + � ++�F+t+ +� ++ I / CONCRETE PATH /TYP ++ +++ EXISTING PLANTINGS TO REMAIN / I / RIPRAP IF + t + + - �f + ++ EXISTING I + -y+ / l l I � l + 4+ RANGE v I + + I+ DRIVING ++ ++�++++ ++ +++ ++ ++ ++�++ ++ + +++++ ++ I I 1 + +� ++ ++ / ++1�+++ a+ I I 'L++�++ + +++ `0rl ++ ++1 ++ / +-+-+ +++}++41 +++j'l+_ + + ++�1 //F' I °/ +++�I. ++ + k + +++I I I \ I I +++� + I ++.++++ ++/ / / / v ++I + + ' + t4� I I , ++ - J I I I I * ++++ ++' I 1 + ++++ / o ++4 / / +++++�++ ++ ++ + I co+ /- ; ++++- I � �+ k I I I I I I I I I l I +++ ++ ++0 s+++t+ Nv+ �r l / / +++ + ++ I I I I I I I I I + + / / O i- EXISTING/ O k�� I I I I I I I I I I I I I I I I ' I r- PARKING COT / / / l -+ ++++ + if ++ + +'+ + + + + ++ 4 +++++ I I I 1 +� r + +'++ll++++ / + 1++ EXISTING TREE + + +y++ TO REMAIN AREA FOR RELOCATED PLANTINGS / COC v / +++ I CONC / ' \ +++++ ' 1 1 \ \ \ I / I I RELOCATE PLANTINGS AS NEEDED TO ACCOMMODATE SIDEWALK O v �� ++ ++ ++ ++ — — — — LEGEND +++ --- - - -- --------- - i _ _ + + - , _ _ - -++++ EXISTING PLANTINGS TO REMAIN SCALE 1"=20' _ _ _ _ - AREA FOR RELOCATEDE PLANTINGS fKW. III o. 14 02/28/2022 M E O O N � N C > E v E w LU LL 3 N LL o W0 r6 .^i ZZ �_j VOMo Z —n 0 00 C7w wM aP. v 30L-nXX N zz LL 0 U) =N 00 zVV v > o O 0: 0� F au c u, ..ww U) a a PnO > 00 M uj cc w H w H d V w w 0 0 0 0 p w > w F N N O N i N N O N i V L] - N Q z V - O 1 N O DATE n 0910812021 0 DRAWN BY M. RACHNER } DESIGNED BY • • F. HANCOCK • CHECKED BY F. HANCOCK • • SCALE 1 "=20' • z z a Z Q U> a LU W a pza W o U LLI a z o2g w O m J a O 0 M� W JOB NO. 49370 SHEET NO. L1.4 c a i L -7 HEIGHT VARIES WITH PLANTS 12" MIN. t EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE RUB 8 ACER RUBRUM RED MAPLE 2.5" CAL. B&B QUE BIC 1 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B QUE RUB 1 QUERCUS RUBRA RED OAK 2.5" CAL. B&B LEGEND ■ TURF EXISTING MEADOW PLANTINGS TO REMAIN TRIANGULAR INFILL SPACING PROPOSED MEADOW PLANTINGS TO MATCH EXISTING MIX PLANT PERIMETER AT INDICATED SPACING \\\\\\ \\\\\\ PROPOSED SHRUB AND ORNAMENTAL GRASSES PLANTINGS +++++++++ EXISTING PLANTINGS TO REMAIN PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED AREA FOR RELOCATEDE PLANTINGS PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marling has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Wails: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP %3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLAN VIEW /�✓\� ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES .w'�'�,R. n•rr7• ��i � �^��h�,y��y4,�����j,�Ni11i^�•iF�sl� "ye^Yi,ac��� � I ►'gin 1�"t'I• I ,�. _ �w.i :.::•orv,• ,.;; .;..,ate ; ••• •• . • • a • NOTE:ONLY STAKE TREES WITH .�•LARGE CROWNS,OR GREATER, IF LOCATED • OR WHERE TAMPERING OCCUR.MAY DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE KW. III Wo. 14 02/28/2022 M E 0 0 U N � N 0 > E w v E Q LL 0 3 p U. w O `m < j U OMo J —Li a > 0 " to N (� nJ z P vIr ~'x a 0 a v U-) =v>M F ¢ . 0 C' Y Ch N � M d � 00 J O w � H Z H Z Z w w Z g g a 00 vZZ 0 0 0 Z U U Ut a a V) V) w of 0J DATE 0910812021 DRAWN BY M. RACHNER • DESIGNED BY • F. HANCOCK • CHECKED BY F. HANCOCK • • SCALE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL 7 BE VERIFIED PRIOR TO BIDDING. L • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND J REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT _J PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, Q TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS < L J AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER Q Q AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED Z PER TEST RESULTS TO ENSURE PLANT HEALTH. (D 0 CONSTRUCTION/INSTALLATION V) > Q • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS Uj AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY Q Z LU CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" w UU p • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND w Z CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING J crf THE DESIGNATION OF BOTANICAL AND COMMON NAME. Q LLI • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING Q w CL AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT coQ INTERFERE WITH SIGHT DISTANCES. Q O U • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE O U) BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. Z INSPECTIONS/GUARANTEE Q J • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL 0 VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A M FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. LJJ • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE — CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. JOB NO. 49370 SHEET NO. L2.0 L