Loading...
HomeMy WebLinkAboutSDP202200029 Plan - Approved Final Site Plan and Comps. 2022-08-05SITE DATA OWNER: MARTIN MARIETTA MATERIALS, INC P.O. BOX 8040 FORT WAYNE IN, 46898 ASPHALT PLANT OPERATOR: S.L. WILLIAMSON COMPANY, INC 1230 RIVER RD CHARLOTTESVILLE, VA 22901 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 999 SECOND ST. SE. SUITE 201 CHARLOTTESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: 08800-00-00-01800 PARCEL AREA: 579.13 ACRES APPLICATION AREA: 4.4 ACRES (EXTENT OF SITE DEVELOPMENT PLAN APPLICATION (SDP) WILL FOLLOW THE LIMITS OF THE THE EXISTING S.L. WILLIAMSON LEASE AREA ON TMP 88-18) ZONING: RURAL (RA) FLOOD HAZARD OVERLAY (FH) NATURAL RESOURCE EXTRACTION OVERLAY (NR) STEEP SLOPES OVERLAY PREVIOUS APPLICATIONS: SP199700041 SPECIAL USE PERMIT - WITHDRAWN FDP202000005 FLOOD DEVELOPMENT PERMIT - APPROVED 7/20/2021 SP201900009 SPECIAL USER PERMIT - APPROVED 1/19/2022 SE202100036 CRITICAL SLOPE WAIVER - APPROVED 1/19/2022 SE202100037 BUILDING SITE RATIO WAIVER - APPROVED 1/19/2022 EXISTING USE WITHIN SDP AREA: ASPHALT PLANT PROPOSED USE WITHIN SDP AREA: ASPHALT PLANT (SPECIAL USE PERMIT SP201900009) MAXIMUM BUILDING HEIGHT: 75' SETBACKS: 100' FROM PUBLIC RIGHT-OF-WAY OR ANY ADJOINING RESIDENTIAL DISTRICT 200' FROM ANY CONTIGUOUS PROPERTY WITH RESIDENTIAL LOTS LESS THAN OR EQUAL TO 1 ACRE OR OCCUPIED DWELLING MAXIMUM LOT COVERAGE: 80% OF TOTAL SITE (3.52 ACRES) ACTUAL LOT COVERAGE: PARKING 1,515 SF (0.04 ACRES) TRAVEL WAYS 117,003 SF (2.69 ACRES) ASPHALT PLANT 8,796 SF (0.20 ACRES) TOTAL AREA 127,314 SF (2.92 ACRES) MAGISTERIAL DISTRICT: SAMUEL MILLER uallufluflullull uw 111NIII A uliffillffiffm sww EM LEVUH IM11111101JUM] = =) LA ,' w Itiq ll; Ilq l Wl UI,I•'. L.SO lsIll lltllllll:p I.AS JI r.l:i:1161'P HAL !I II61i'I'lilF -1 ;!f�.li:!u ln.!:. ImumAN"I'll' i''I: I',!IIII JIIII L.I;','ILLIAM 11'' tlll. III ;IIII II N III tlllllt, jlI qll,ilol '[;:, I I I:; I'.I:i'I: �, IIII ,III �IIII..,I. III:. 'III.i : l I 'I.IIII! �;,uI.III .I I'I .I: I II IILII. I,i L, I'I-11'I III 'I Ill IIIII!:III„I' Ili L,I !ililllni. I Lc � :.. I I, IL:.I!.; I',IIII. '�I. I..:IILIII II Ip,II''.i6 ' II' I II ''III 1. I �GI1ia!I tlt L.II IIIL;, ii ',;I I' I I; it • i ,;I' � I) III:,: II' Ile. I. fnnn lL...I IIh l l: I,llI nulllt 11 l '' I Ul it ill tt. I'' 11 1. IIII'. I,I�:PI' 'I'I' ,I I' ( 'll ; I'. 'll.. l' l:I I':III:III.f III' I !! �I. II 'II• I' 'll. L:II ,II!hI�1II,, I•I.II .•I';I- I. 1 {' it 11 ,I:.II.. ...I!I IIl,t.:; 11 i!.I :61I lllll.!Il li b4l,,II IL III II'1117i1 i1'.111JII III :II: L,II ll.i!I11llf�lll!II till l: 'I�.. Li. :III '? +l I,:II IO lllrvl !I I•J: III ILpl nl il! iL.t, I u...I.LLI .II I. L. III :I:i :II STORMWATER MANAGEMENT: FOR WATER QUANTITY, THE PROJECT SITE/LIMITS OF DISTURBANCE IS LESS THAN 1 % OF DRAINAGE AREA (9VAC25-870-66.B), THEREFORE STORMWATER MANAGEMENT WILL NOT BE REQUIRED FOR CHANNEL PROTECTION. IF ANY CONCENTRATED OUTFALL IS PROVIDED, IT WILL BE DISCHARGED WITHIN THE 100-YEAR FLOODPLAIN (9VAC25-870-66.D) FOR WATER QUALITY, OFF -SITE CREDITS WILL NOT BE NEEDED TO MEET REQUIREMENTS, IMPERVIOUS AREA REDUCED. WATERSHED: NORTH FORK HARDWARE RIVER TOPOGRAPHY: AERIAL TOPOGRAPHY OBTAINED BY DRONE SURVEY ON MARCH 24, 2022. HORIZONTAL SURVEY DATUM IS NAD83, AND VERTICAL DATUM IS NAVD88. 2-FT CONTOURS DERIVED USING AEROPOINTS SOFTWARE, AND DOWNLOADED FROM PROPELLER AEROBOTICS ONLINE DATABASE. DATUM: HORIZONTAL NAD 83 BENCHMARK: AERIAL TARGET © 607.38 (SEE SHEET 2 FOR LOCATION) CRITICAL SLOPES: MANMADE CRITICAL SLOPES ARE LOCATED WITHIN THE SDP AREA. A CRITICAL SLOPES WAIVER HAS BEEN APPROVED WITH SP201900009 FLOODPLAIN: SDP AREA IS LOCATED IN ZONE X PER LOMR 20-03-1246P APPROVED ON 07/13/2020, FLOODPLAIN DEVELOPMENT PERMIT (FDP202000005) WAS APPROVED 07/20/21. PARKING REQUIRED: ONE (1) SPACE PER EMPLOYEE 3-4 EMPLOYEES = 4 SPACES REQUIRED PARKING PROVIDED: 4 SPACES PROVIDED LANDSCAPING: SCREENING TO BE PROVIDED BY EXISTING TREES ALONG THE WESTERN PROPERTY LINE OF TMP 88-18. THE STRIP OF EXISTING TREES VARIES FROM 20'-40' IN WIDTH TO THE WESTERN PROPERTY LINE IN THE VICINITY OF THE ASPHALT PLANT. LIGHTING: AT THIS TIME, NO SITE LIGHTING IS PROPOSED WITH THE SITE PLAN. IF SITE LIGHTING IS PROPOSED AT A LATER DATE, THE LIGHTING WILL COMPLY WITH Z.O. CHAPTER 18-4.17, OUTDOOR LIGHTING. SEWER FACILITIES: THIS SITE IS CURRENTLY SERVED WITH A PUMP AND HAUL SYSTEM.. THE EXISTING SEPTIC TANK WILL BE REMOVED AND REPLACED AS PART OF THIS PROJECT. THE NEW SYSTEM WILL ALSO BE A PUMP AND HAUL SYSTEM. CLOSEST WATER SOURCE IS A DRY HYDRANT LOCATED ON TMP 08800-00-00-006A1, NEAR THE INTERSECTION OF RT. 29 AND RED HILL SCHOOL ROAD. EXISTING IMPERVIOUS AREA W/IN LEASE AREA = 128,196 SF (2.94 AC) PROPOSED IMPERVIOUS AREA W/IN LEASE AREA = 127,314 (2.92 AC) PROJECT SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESEVOIR NO EVIDENCE OF A BURIAL SITE WAS FOUND WITHIN THE SDP/PROJECT AREA. THE STREAM BUFFER SHOWN HEREON IS BASED UPON THE APPROXIMATE LOCATION OF THE CENTERLINE OF THE EXISTING CREEK LOCATED VIA A HANDHELD GPS DEVICE, THE STREAM BUFFER 'SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. A PRELIMINARY JURISDICTIONAL DETERMINATION FOR THE CREEK HAS BEEN OBTAINED FROM THE CORPS OF ENGINEERS DATED MAY 9, 2019. NAO-2019-00515. THE PRELIMINARY JURISDICTIONAL DETERMINATION IS BASED UPON THE GPS LOCATION OF THE CREEK. TMP 88-18 IS NOT LOCATED WITHIN THE AGRICULTURAL -FORESTAL DISTRICT. TMP 88-18 IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. sl . I, b.I�Ir0.V1IIIiL1 H'I ClUARRY SAMUEL MILLER MAGISTERIAL DISTRIC-1 0 �t 91 oa Z 0 o� Rte 29 �ch O� TMP 88-18 Project Area south �r ova &q CP 41 �e �O Stoney Crest L = Larne O �O o �G Q' VICINITY MAP SCALE: 1 a=2000 FEET SP201900009 SPECIAL USE PERMIT CONDITIONS 1. SP201900009 WILL BE DEVELOPED IN GENERAL ACCORD WITH THE CONCEPT PLAN TITLED "CONCEPT PLAN, S.L. WILLIAMSON ASPHALT PLANT AT RED HILL QUARRY," DATED AUGUST 19, 2019, AND LAST REVISED MARCH 3, 2021. THE ZONING ADMINISTRATOR MAY APPROVE REVISIONS TO THE CONCEPT PLAN TO ALLOW COMPLIANCE WITH THE ZONING ORDINANCE; 2. HOURS OF OPERATION OF THE ASPHALT PLANT WILL BE BETWEEN 7:00 A.M. AND 12:00 A.M., MONDAY THROUGH SUNDAY, PROVIDED THAT FOR NO MORE THAN 110 DAYS PER YEAR, THE HOURS OF OPERATION MAY BE BETWEEN 12:01 A.M. AND 12:00 A.M., MONDAY THROUGH SUNDAY; 3. SOUND AND NOISE ATTENUATION MEASURES WILL BE PROVIDED AS NECESSARY TO COMPLY WITH THE COUNTY'S NOISE ORDINANCE (SECTION 18-4.18); 4. PLANT SITE LIGHTING WILL COMPLY WITH THE COUNTY'S OUTDOOR LIGHTING ORDINANCE (SECTION 18-4.17). 5. HEIGHT OF THE ASPHALT PLANT AND ALL ASSOCIATED STRUCTURES WILL BE LIMITED TO 80 FEET. SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- GENERAL NOTES SHEET 3---------- OVERALL EXTENTS OF TMP 88-18 SHEET 4---------- EXISTING CONDITIONS SHEET 5---------- EXISTING CONDITIONS SHEET 6---------- DEMOLITION PLAN SHEET 7---------- SITE LAYOUT PLAN SHEET 8---------- OVERALL GRADING PLAN SHEET 9A-D ----- GRADING PLAN -DETAIL SHEET 10--------- LANDSCAPE PLAN SHEET 11--------- LANDSCAPE PLAN SHEET 12--------- DETAILS i f:-p_f:-n►n EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR - - - - - - - 130 PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT EP EXISTING CURB AND GUTTER EX. C&G� PROPOSED CURB AND GUTTER ..- CG-6 TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP EX. 15" RCP " EXISTING STORM SEWER 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER - -0-- - -- PROPOSED SANITARY SEWER 0�- PROPERTY .LINE - - - - EASEMENT LINE - - CENTERLINE - - LIMITS OF CLEARING AND/OR GRADING -" `.. .-.•- "'� EXISTING SPOT ELEVATION +12.0 PROPOSED SPOT ELEVATION +12.0 LIMITS OF DEMOLITION xxxxxxxx - EXISTING FLOODPLAIN 4 0 0 + • 0 9 ® • • ® ® - STREAM BUFFER an 11101 EXISTING TREE DRIP LINE EXISTING TREE EX. 15' OAK PROPOSED TREE FP EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE W =�-- EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE . PROPOSED WATER VALVE e W PROPOSED WATER METER 0 EXISTING REDUCER PROPOSED REDUCER ► W HANDICAP RAMP (CG-12) DENOTES LO ATION OF STD. VDOT CC-12 AND OR JURISDICTIONAL STANDARD ttt MP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED &TACKED VEHICLES PER DAY COUNT 1,234 VPD PROPOSED STREET NAME SIGN -+- EXISTING SIGN -a- PROPOSED SIGN i- SANITARY IDENTIFIER O MANHOLE STORM DRAIN STRUCTURE IDENTIFIER 0 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING a, ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION a rn f U o U) o rr �,: `./ N 0 a O0 z (0 -1 Y En 0) Li �J <C a r O U s a z �- Q U = w 0� m Q WU 0fn Q Wo us D 0 a JZ_ LOQ �v Q�+ Z U O� - > L0 n W w C7 N x LL OZ o (r> a w o 0)Ll.l UJ � N z Q 5 J U cn � n J zu'� O�QW c)o Cl)Cr �_ rnU z 0 I- C. V N w 0 W a 0 z oz z a w � w � 0 N o w z z 00 V V W W a a N N 0 0 z o 0 DESIGNED BY: AG DRAWN Ul;,., AG 'CED B HF JT t H 0 J � FJimmy L. Taggart Lie. No. 2841 0 • �. t o E z zrr w w m J Z _ < 10° T LL o Q 1 0.. O- Q W U z 0 E, W Q cL F U) U .�_�O=�1 z� o 20 0 LL x IQ- w J_ � Q � w J J 2 J w Q W DATE: 04-18-2022 SCALE: AS SHOWN JOB: 19.0032 FILE: 8719 SHEET: 1 OF 12 r, SITE NOTES: RETAINING WALL: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. 3. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. FIRE PREVENTION: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VW PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. 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. 5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 7. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZO NTAL:VERTI CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 8. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 9. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 10. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 11. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 111. 12. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED, CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY, 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. EROSION 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 RAINFALL 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 IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 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 APPROVED 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 APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. `I °2 L.J ch U)C) U O z o Lo z0N Y; Qa <LLj0 J = OU Q� m n-z =W fro w oU) UQ� 0 W J < Z ZCc d� U O> (n w C� o N vZ o z > o W d ir w CO N CO , Q U)z N LLJ Z 0 U� n �W> Oaw c yo U)cc: rn� rn U z 0 a U V) w 0 w Q 0 z z z o w w a � � U 00 U U N w z z a 0 0 U U al- w z w a 0 Lu N N ♦- Q d' N ri a-i o a Oz o 0 DESIGNED BY: AG DRAWN BY: AG CHECKED BY: JT �LTH OF Illy, Ji ray L. T ggart 'd Lic. No. 22841 , w' �SSIONAL E�� Q z_ 0 z W °c w to a-LL Q Z J co O Q z w L�w J=U3 OUO w Q cy Z l)z J cc 00 SOS Q a.F- C) w zQw a w LL eFr F' J �tt V w _I W Q -1 W cli W J J J w Q ✓I� U) DATE: 04-18-2022 SCALE: AS SHOWN JOB: 19.0032 FILE: 8719 SHEET: OF 12 o LEGEND TMP 100-2 F` = I CRITICAL SLOPES (OVER 25%)* 0 / s� CROWN ORCHARD COMPANY' ZONING: RA / USE: ORCHARD r WPO STREAM BUFFER L ,. ° ► EXISTING TRAVEL WAYS 100—YEAR FLOODPLAIN ° .(?11 (FIRM PANEL # 51003C0405D) l y; ` l .I , _ — -- -- - �■ �■ 00—YEAR FLOODPLAIN ° z1 ---- - 1 •. / / , ��,,�/111►`M���M_iN �`�������/��� ___ (LOMR 20-03-1246P) r�z 0/ EXTENT OF PROPOSED SDP • I I / / ; ' s` _ _ _ _ — _ — — _ — / � oo 1 \ TMP 88— 93 - , * CRITICAL SLOPE AREAS SHOWN ON THE S.L. MARTIN—MARIETTA WILLIAMSON LEASE AREA ARE GENERATED FROM A y CORP CONSTRUCTION SLOPE ANALYSIS OF THE TOPOGRAPHIC INFORMATION. f� ZONING. o RA ,- / �� - �� �' USE: VACANT THE CRITICAL SLOPE AREAS DO NOT INCLUDE THE -- -- s SIDE SLOPES OF STOCKPILES, SETTLING BASINS OR I OTHER MANMADE FEATURES GENERATED FROM THE I10I NORMAL BUSINESS OPERATIONS OF A QUARRY. \ \ ti - ' / /' 11 /' ' 100' STREAM BUFFER VVV/ J J - C ALE 1 „ 0, 30 0 30 60 r / 1 SCALE IN FEET TMP 88 —13B MARTIN MARIETTA a o MATERIALS INC ' ' /' \ ,' . l' .t l ; . • o .......� ..., I ZONING: RA USE: VACANT co' 574 �� _...-... C 57 I 7b np 2 o h sCREEK 57 _ . . _ ... — • 58p— '\, % _ 584 ^. _ - 57 - \ - 6 / i. - A 2 ;..m—. .—... _... —... _...—... _... — . ..—...`...- /578 , 584 - - - - m , / SDP LIMITS S.L. WILLIAMSON LEASE AREA 580 r M /, �_ - _ - , -' >; SDP LIMITS/S.L. WILLlAMSON LEASE AREA -- - _ � � ' � � � 586 � � � �� �; �imI FLOODPLAIN M i Y BARRIERS a l 100 YR. .DPLAIN 1► �' ` - . 586 EX. JERSE J j /, , Q Q (�OMR 20-03-1246P) ---- -- 6-58g _ 584 - 5 a CV 582) Z 0 -� - 5 g 581 s9 4 ' / s ✓ -r O 586 590. ----- - _ SETTLING — --"' BASIN ° S$ O ..' ROW yy 50 STREAM BUFFER Ex. ? � � • ^�: r EX. STOCKPILE V =o SETTLING 58 BASIN 4 - - 586 g0 _ / � 5 - 86 -'•�i`'• 588 -r 8 597 ' •' •' .• ' low cd g0 \ ' 100' STREAM BUFFER 1 M S s84 EX. SL �I WILLIAMSON8 ASPHALT r __ -1 r ! 594 °yam _ PLANT -1 �( 596 ")95 �96 o LOCATION -� I I �� 2 -� - 92 z _ �- , _ V ` _ — --� 0 - - _ _ / 8 _ y 586 SDP L/dq4- A 6�0 a �� 60� �O -596 _= -594 5 - 0 S W/LL/q` N� r 1 " p ,- - V o 590 ICt 5g0� % o� 98 roo,EX. RET. WALL ° 612 674 - - _ �U2 ��J�� EASE gRE.q J h 5 w� .604 ` - ' 2� J<� J 0 - -�f60466�59 � � �° / � i -- 70=612 �- �� -� - - ,.6020 59A90/v � ,\_ _,_ -\ i\` �```- � \ _- i �6,0 8% � ). _- J 596 ftw J L / I'Iv, V 6176 V'-s�8� 6 59 ' ' �� c 59 ,� 5,90ti :, 4 2 // 1 L l`5 1� ' / 60 6�8 600 OS.J� `•.6� �,---- 6 00 598�,� s �6� �' r 6p2 J 02 r ( \ \ N i ', CRITICAL SLOPES AREA CREATED ' 596 1 ) CRITICAL SLOPES AREA CREATED / / \ / N EX. STOCKPILE i THRU OVERBURDEN PLACEMENT L_ t / Ate. L v - _ v --THRU OVERBURDEN PLACEMENTCD " r x 8 OCKPILF - _ - i 14 ro / _ _ �I 1 �� 1 650' 1 00' V h ��\/Z� = _ r J 6 EX. «, 620 0 _ ' t f• - STOCKPILE / 0 J. MiTS -- - / J ° ] 60 - _ _ WILL/q 6 TMP 88- 18 � -- --- -- _ � � Ms�'�i� " -- rn /V L ' 58 \ MARTIN MARIETTA - -- o q�awe\� o 4 / ---- / o t _ 62 o ` ' o r 60 MATERIALS INC 011 o ` } ZONING: RA-13 610 USE: QUARRY oti m 600 6 i STOCKPILE 62 y� -- / i � W . r f 628 ' x I . o W . ll ° ----- - oo QUARRY E- n \0-1 V T U o U co w V U) cp z zaN Q 00 Lo J Q F M Q r � w U = 0()cUD J m w pw 00 W UQ nQ 0 z� T h� V > o o xwo wZ CO °> CE N o CO w � V Q NLLJ z 6 UD J az� z °o J� �Q z O a U w 0 w H a 0 z Oz 5 z O a z z Uj LU � � O O l 1/) >- >- z z D :D O:Ulu =cr w W d d w N N Q N e-1 O O 0 . I N O O DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT AS,T H pF Lr`P �O G' J/my L. T4gart Lic. No, 22841 4i po��s'S I ONAL Q z 0 z Q w cc Q ^ L.L LU m J Q LL z —'cf:m°00 Q cr Q T w z o J= Lu < < z U _ J0_ Z J 00 -� U U z Q zQ LL 0 cr wQQ> L E- w J _J w ~ U Q J � � w J w J+✓'�� Q DATE: 04-18-2022 SCALE: 1 " = 30' JOB: 19.0032 FILE: 8719 SHEET: OF 12 Ih+T•l ` \7 0 EXISTING TRAVEL WAYS TMP 88 — 13e � ---- MARTIN MARIETTA _--- _— v—��, ----- --- - -i — YEAR F _--- MATERIALS INC - - - ---- - ---- LOODPLAIN o 100 ZONING: RA , (FIRM PANEL # 51003C0405D) USE: VACANT 100—YEAR FLOODPLAIN �\ _ � � ' � ,/- , (LOMR 20-03-1246P) 10 ,go— _ \\ ``4 \ ✓ - _ _ `,, `l-.- -- — JZL J _ /, / \��� _ 7 / EXTENT OF PROPOSED SDP / .-\ ---------------------------- _ I / .. _. `--`1 ^`/_/-•\- `J1` - -_--,/ \Ili "/l _Y^ •/ \w\l __ \ \ '� C' ;. /- —- ,-- '�...— ♦� ;—' •� * CRITICAL SLOPE AREAS SHOWN ON THE S.L. 590 , 1 / WILLIAMSON LEASE AREA ARE GENERATED FROM A , SLOPE ANALYSIS OF THE TOPOGRAPHIC INFORMATI( 1 - THE CRITICAL SLOPE AREAS DO NOT INCLUDE THE y` SIDE SLOPES OF STOCKPILES SETTLING BASINS 0 vL n 58p / \ 10o YR. F - - \� '� OTHER MANMADE FEATURES GENERATED FROM THE LOODPLAIN (LOMR 20- 1246 /' • , : --, M ' 03- ' o" � \ � , � M � � � � . � . .�\ ��� , . NORMAL BUSINESS OPERATIONS OF A QUARRY. • d ` WO' STREAM BUFFER o ` S 1 / /10� SCALE 1 "=30' w / • ti,�l-r--•� �� '��l- _._rti. - f-• ., `\' \\ - � ,,� '- � SCALE IN FEET h�so _ Qcf- _ / D-Q3r124 P.) `..: 7� EasEgR� ti _ 2 �• j!10 WILLIAMSON LEASE A FM s90 _•, i ' M . "1 1* Alto 100, • J � EX SETTLING',,/ . ■� SDP\ \ ' \ SO , f Llnurs D STREAM BUFFER - BASIN/ _ �600 ' 5 rRE,q :EX.• ���� ���� l - _ -- MBUFFER �.I SETTLING' i ', ...-.- . , . -•..: - : BASIN /--J� r _ } , \. \ o• EX. MA AL BIN 6 OP LIMITS � • am sawn • _ - - oari / i\' / 100, �r ` .\� 100 STREAM BUFFER sawnl �ii.,� r� law.BUFF - --- �■ ® ® rr ®� --" II 1► oo. ! SDP LIMITS S.L. WILLIAMSON LEASE AREA LOODPLAIN -- — soo / �� ft ® j (LOUR 20-03-124 6 L o\6 61 i �^ ✓ _ L - '� 0 -- �- ,� ,.a,�,�J \ �-\ -,_-� \_."'-��-/i �--• -`'� / � / / I.��-- '`, _`\ Lam\ t �. � 1• �. rr ^1 --- - t �610 -�.. `�" �� ( ,/ ..'�- .-_/ "�• v - -� J 1 1 / tiJ I / _�'\ // ^ o /620 _ \' / r 6-20 o� l — - - � iS � r / �./I %/ � v ---✓/ice_ - .; .01 MARTIN MARIETTA - - r J ^ MATERIALS INC - - -- �' � J ZONING' RA o v EX. STOCKPIL�- USE QUARRY ' � .....-_� � �_� ��-� � -- � 'mot_ -\, _�� -'-'- -__��✓ r \/ \\`��- - _ _ � /�-�/-\'1 �.� r � W - OBE � —� .._ _... � r 1 ^� /-c��..-'"1 - ✓.� - _ RAIL SPUR - FA U o co w �o z°N z O 00 �Y< � f-0 �Q o Q r > J J = fr F a-U =w m 0U) �o WUQ �Q ir zCE 0 L7 Ln CD ° >— � o cn 0 z > NO V �1 N w Q z > O C) J J } C) co Z J zr- oo w_j CJ7 Q � U z O F- a U w 0 w a 0 z Oo 5 z z z O uj ui a � � O O U U U V) w z z DD O O � z W W d d N N Lu N N Q N H o 1�6 r 0 0 O o r,4 DESIGNED BY: AG DRAWN BY: AG -CHECKED BY: JT TH OF DI�� ,Nmmy L. Taggart Lic. No. 22841 44 Po��ss j O N A L Q z_ 0 0= W z w LL J Q _J co O z Q T = Q w Z E-_ 0- U U 0 Q —z� co (� U cn = o- � 0 � - E- LL < Q a x ~ w w J F- CQ G A W V, CJ G w DATE: 04-18-2022 SCALE: 1" = 30' JOB: 19.0032 FILE: 8719 SHEET: OF 12 sc^ IY'°� I LEGEND TMP 100-2 �EXISTING TRAVEL WAYS CROWN ORCHARD COMPANY ZONING: RA USE: ORCHARD o EXTENT OF PROPOSED SDP lell \ NOTE: EXISTING SEPTIC TANK TO BE REMOVED PER STATE /SIP HEALTH DEPARTMENT REGULATIONS I CONTRACTOR TO REMOVE OR RELOCATE EXISTING POWER POLES NOTED AS SUCH Z O/ \ A I TMP 88-13 I R \ MARTIN—MARIETTA CORP CONSTRUCTION \ ZONING: RA o ^� USE- VACANT o Z \ I I 2 O ' I O � SCALE 1 "=30' / 30 0 30 60 \ z \ SCALE IN FEET TMP 88 -13B MARTIN MARIETTA � •.�..� MATERIALS INC � �, -- \ - - _— ZONING: RA USE: VACANT —m- / SDP LIMITS/S.L. WILLIAMSON LEASE AREA ...CREEK SDP LIMITS/S.L. WILLIAMSON LASE AREA \ E ® \le 4�H�:�HHH��HHHF�E�HH \ _ TO BE REMOVED - - - SETI LING o TO BE REMOVED BASIN _ ! STOCKPILE SETTLING TO BE REMOVED 2 BASIN i 0 EX. POLE TO ^� El BE REMOVED _ EX. SL \ WILLIAMSON EX. POLE TO TO BE REMOVED o \ BE REMOVED tiASPHALT \ PLANT LocarioN xxx TO BE REMOVED xIN aft aft \ aft xx xxxxx x XA �.. x x xx X x s �x�x .�, xx X�E� Y �� 0 0 0 0 0 m OP L/M/TS/S L.-L/q Nam � �E ` qR�lift_ \ APPROX. LOCATION OF EX. SEPTIC TANK TO BE REMOVED \ EX. POLE TO BE RELOCATED TMP 88 - 18 MARTIN MARIETTA MATERIALS INC ZONING: RA USE: QUARRY � x �EXX� X� TO BE REMOVED Ex. STOCKPILL EX. BINS AND CONCRETE PADS TO BE REMOVED EX. SHED/BIN TO BE REMOVED fts STOCKPILE ♦ • EX. STOCKPILE TO BE REMOVED EX. l STOCKPILE 1 cd aZ� , \Y oy ��V ��� EX. STOCKPILE , s SD, s/s ♦ \ gREA _� 40*1 oy `I 0,y 0-1 EX. QUARRY Oy Oy of / Oy Tel U o W U U)CD z z zdR O j o V1 Q� Lu J = DU Qc m 48 �z =wQ 0 F 0 O W Q Lc, - U z� 0> o d% U) w (D N x oz N � V W Q N > w Z O �1 J Uw J =oL„ ��° �Q 0 a O L W o Lu I� o � Oz j z o z z � U Lu 0 0 U U z Z 0 0 � s W W d d N r4 N N W o,o 0 z 0 0 DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT _yTH OF Dr�� immy L. Taggart Lic. No. 22841 `vim �Ao��SS � ONAL Ety�'��ry Q Z zCE W Q W m Q zJcrcoo Q LL T - 3 J U z Up W Q cy Cc a U Z (n Z J �o U -- O 0c0 Q U) � Q 0 z��XQQ L Q cc < F, � W F- < Q J w vJ J J J W DATE: 04-18-2022 SCALE: 1 " = 30' JOB: 19.0032 FI LE: 8719 SHEET: 6 OF 12 r ° OCold Feed System \ • • �2�P\� � ��,° I LEGEND 0 O Aggregate Access Conveyor CRITICAL SLOPES (OVER 25%) 3o Aggregate Vibrating Screen 0 ° 10 Z^ WPO STREAM BUFFER Aggregate Scale Conveyor /• �•••'•'''•'•'••' 5o Drum ° / I EXISTING & PROPOSED TRAVEL WAYS OBaghouse ° 100—YEAR FLOODPLAIN 0Dust Return Auger (FIRM PANEL # 51003C0405D) 8o Stationary Operator's Control Center Y,. 100—YEAR FLOODPLAIN 91, g (LOMR 20-03-1246P) Recycle Bin \40 \*\to M \�►� 10 Stationary Recycle Deister Vibrating Screen to \10 $ ♦i�i�/«\♦i�i♦ EXTENT OF PROPOSED SDP 0 11 Stationary Recycle Scale Conveyor �� , \° ♦ice I oP�P �% s _ - 12 Stationary Silos � , \ RTI 88 13 1'x NOTE: O F �� MARTIN—MARIETTA (R, �00' SETBACK BASED UPON ASSUMED 50' PRESCRIPTIVE ROW FOR RED 13 Stationary Slat Conveyor with Cleanout & Reject Q�R ZO' CORPCORPZONING: RA CONSTRUCTION HILL ROAD o 2—Way Top of Silo Transfer ° USE: VACANT RETAINING WALL AND CEO —GRID DESIGN BY OTHERS 14 .\� _� I � I 15 Hot Oil Heater z SVertical AC Tanks +► , 17 Four Employee Parking Spaces (9'x18') 18 Retaining Wall 100' STREAM BUFFER ° 1 g Approx. Location Proposed Septic Tank — \��40 20 Power Center SCALE 1 "=30' LO % 30 0 30 60 EO W • ! ■� �� � - ° SCALE IN FEET W x TMP 88 —13B � A?........, ,�,� �. ° I MARTIN MARIETTA w �"'■"' i ■■ �e r �� �, — I MATERIALS INC a /• �... ,. .w - - — _ �F� — — _ ZONING: RA x g — J`�s" '■ ��, �z���� _ — USE. VACANT —. -- _ �� . H Nil CREEK _.:._..._...— _. —, . _ ...—...—...— , ♦ , 7 \�M , 41 !�' inM ��*r / SDP LIMITS/S.L. WILLIAMSON LEASE AREA \ M r. ' , SDP LIMITS/S.L. WILLIAMSON LEASE AREA —� FLOODPLAIN S� N' to 0 -� R=107' o R=107' % 50, PROP. PAVfNG R=92 l 50' ST EAM BUFFER �' T — — cn -- ------ — -- _ _ Ate., �4 — FNII CITE PAVING-- -_-,—.. =92 z ARC ii ■ UO �� ( 1 ) ' >, T'cE0-CR_1D y>��' END SITE PAVING, Q 18 ---- - , MATCH INTO EXISTING Lri— lift, + 1 1. EXTEND GRAVEL TO �� / GRAVEL DRIVE ` o / FRONT OF BINS \-- / t I l) it 7 - -- o LO T U o W U C/)0 O z z0N of Q T J 0U QU cc��z =WQ o � wo 0 W "Q �Q 0 -I Z v U z L7 > o I� (/) w (3 N 0 x wZ m °> o �W �� Cn N W Q <Z J LLJ <1Ja- � > O=-ZW Z r- °o W_J �Q z 0 a U w 0 w a 0 O o 5 o 2 U 00 U U cn w � z z 0 0 w w a ai w N N N N QN a .4 0 0 zC).C)I DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT LTH OF a m my L. Taggart Lic. No. 22841 �44 G 0 ��sS10NA1, Q Z > LLI Q W m 113- J Q Z J 00 LL O z 2 Q w z �0-�C)o C/) CE U E­ i— _ a- coI ~ O Cz�co J 0 a CI)Q 0 2 0 W zQwQQE_ J w U) >_ Q < J w w U J J_ `1 J ✓ - W Q U) DATE: 04-18-2022 SCALE: 1 " = 30' JOB: 19.0032 FILE: 8719 SHEET: OF 12 w)LEG EN D TMP 100-2 F� /a° I CRITICAL SLOPES OVER 25%) CROWN ORCHARD COMPANY y�• 3�° ZONING: RA / USE: ORCHARD 1� ° / ° s� WPO STREAM BUFFER LOMR I lb �� j �N° / ► EXISTING AND PROPOSED TRAVEL WAYS ' 100—YEAR FLOODPLAIN (FIRM PANEL # 51003C0405D) 100—YEAR FLOODPLAIN 20 03 1246P ,. , — — °�`�1'�II I ♦ °s s r 1 — - — — - , ���►`♦, , EXTENT OF PROPOSED SD to- ;,�,,,�oP� _� �r� ..... �. LIMITS OF DISTURBANCE oo TMP 88-13 v MARTIN—MARIETTA -- o0 �d, CORP CONSTRUCTION * CRITICAL SLOPE AREAS SHOWN HEREON IN THE S.L. �, 2 ZONING: RA WILLIAMSON LEASE AREA ARE GENERATED FROM A USE: VACANT SLOPE ANALYSIS OF THE AERIAL TOPOGRAPHIC 10I INFORMATION. THE EXTENT OF THE CRITICAL SLOPE --` ,' ���� AREAS INCLUDE THE SIDE SLOPES OF STOCKPILES, / , SETTLING BASINS OVERBURDEN PLACEMENT OR OTHER t p ,�\ -- \ MANMADE FEATURES GENERATED FROM THE NORMAL Q �\ f O _ l ♦ BUSINESS OPERATIONS OF A QUARRY. to J VV �a y NOTE: 100 STREAM BUFFER n 100' SETBACK BASED UPON ASSUMED 50 • ..\ ; - .% �Q_ r. `• � ': ' ,,J. ^ _ , \ __,<_ T . !, - — —• \\ PRESCRIPTIVE ROW FOR RED HILL ROAD 40 RETAINING WALL AND GEO-GRID • - ___ --. DESIGN BY OTHERS , '/� is � �•`\. `-\f\I •, .-. - _ - ° / SCALE 1 -30 0 30 60 '—• v / �` E- AR SCALE IN FEET W muumuuw x TMP 88 —13B MARTIN MARIETTAft Z • 578 ( % MATERIALS INC / ZONING: RA � h 7 _ �. 58 ^�l �8 USE: VACAN' _ ... _ ... : 572 m= —...— = .... _..._ . _ cREE —. ——...—...—... F��_ .. ——...—... s ��► 582 #—song ♦ W�'♦'`♦ _. I� 584 - 586 / ( SDP LlMIiS/S.L. WILLIAMSON LEASE AREA - _ 580 N �I ♦ •, M -, /, �,�586 SDP LIMITS/S.L. WILLIAMSON LEASE AREA 100 YR. FLOODPLAIN � 6/� svW - O� E; 580 rw� s ■� rwe� °Z er r nor �-- 1 ! E- - �- 590- — — l40 414rr �� g 4` EX. JERSEY BARRIERS S9 O i ? •> (�OMR �� 03-1246P) r ■� •74584 �R q4i 5g SR N� �� .� �■ arwuc �s ■war �eme �e OWN r/ 582' M S m 586 586 C �86 J s 0 s f ,'s s, :8 588 588 5g 592 5 84 g0 f �% •':,, 584 0 - 588 590 583 50' ST M B FFER i 5 PROP. g� . SETTLING BASIN •586 IL �z s i�. 584 PROP. SETTLING 5gZ I h 584 u BASIN .5 1 \ 00' STREAM BUFFER c� p 592 s / 5 594 a 5g6 ■1�t 4irr WNW NAM - o �, P�� 6 E�] 9 ; ° \ f I• 602VAN= o r r S 0 's; r ��4 y - �86 OP L/M/TS/SL 61 00 �9g 596 - f/ , W/LL/4MS % i� �s�' 590 rb �,t2 o o _ _ ON ,y�; ��F ° 614 - , ASE gREq f� 612 604 LE ^r 0 _ 06, 614 % �616 6'0 O : n • Q Lf r 6 _• s rn 1 m " ^ Xi 00 98 59 59 ` 6 P \ h30 \ CRITICAL SLOPES AREA CREATED ft EX. STOCKPILE , THRU OVERBURDEN PLACEMENT 606 4 ^ �60 J 7650 J 40, ro I ') K __ 6�6 P . r r , _ Sp S C F 0 1 m -_- -- - --- -- Mspy/ -- -- • I I �_ ,TMP 88— 18 — , MARTIN MARIETTA o ! roMATERIALS INC _ — L ,err 0-1 I } ZONING: RA - - '/ MUM ,le°" _' I L ��o' USE. QUARRY t o , -z- yj ftft MOM now ^ _ EX. C Srn O r 7 f — / b \ 1 �•/ , - � � CKPK E o 620- r 6605 t l o _ ; 4 00 I 1 \ , \ 05 � o F o Ln Ln U m W U)C) U z z0N 0 0 ��Q v1 Q< J U T m w V 0U =W m 0 Wo D w UQ �Q � -1 Z U z0 o> ^U x wq N 0 CL N LLJ z Q 0 o U 1 J Taw �z� a/ U o W� �< o U z 0 a U to W i w Q z 0 z z z z! w w; a � � u O O LLJ z z 0OL, W N fV H 4 Q N ­4 0 0 OCD CD ���ALTH OF `I1P O � r mmy L. Taggart Lic. No. 22841 44 G O��SSIONAL Q _Z 0 w zQ w m 0- J J � 0 Z z Q pr 00 =Q Jz a �-- U 0 � � Q U Q J n_ U 00 U) O = 00 CE � d Q 5 Q 2 Q � z wXQ� LL J ~ w � ; o a `�J��11 w vJ CJ G W U) 8 DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 04-18-2022 SCALE: 1" = 30' JOB: 19.0032 FILE: 8719 SHEET: OF 12 10 (0� w v / y �tK 1,0 h 5 lo llo:,576 SDP LIMITS/S.L. WILLIAMSON LEASE AREA o \ J M lop �� - ----, �.. - am . _ " moor- loot-,= MEOW r.� � , 1, Now \ / , ---- / . ,� - . ���\��'.��\�\� ---- -�� - ®(LOMR -03- 1246P) . _ 20 \ -owns Wa wa 6' "\iili` soX EX 587.5 / 5�52- \ �, / , \ o NO No so EX 588.3 EX 587 J go �\����; S�1\�'_ ® X EX 587.0 586 X EX 587.0 dimX � 586 88 ® X 588.1 \1 OQ Ai 584.5 584 2 X SSA N A LEGEND raft" q ftaft. �:. �. ` l waft 588.2 589.0 MIN CRITICAL SLOPES (OVER 25%) EXISTING & PROPOSED TRAVEL WAYS 100—YEAR FLOODPLAIN (FIRM PANEL # 51003C0405D) 100—YEAR FLOODPLAIN (LOMR 20-03-1246P) EXTENT OF PROPOSED SDP LIMITS OF DISTURBANCE TOP OF BIN BOTTOM OF BIN TOP OF WALL BOTTOM OF WALL SCALE 1 "= 10' 10 0 10 20 SCALE IN FEET LO • r U co W U) m U Z 00 C) pco J�� 0) o =/1 ow z �U =cn w m pin wo � W UQ Ln< Z � > o x w o u- Z %�j> o U) N W Q z o U � J =�W °o wIr C/DQ m_ m� z a u I V o I i i I w Q Z cjZ H I I Z Z Z III w w'. O 00 U UIV w Z z, O 0' u u = �' w w' a a N N w N N < � l0I n O O O oho DESIGNED BY:j AG DRAWN BY: AG 'CHECKED BY: JT AyTH OF Dl�� 589.0 mmy L. T gart Lic. No. 22841 G SSIONAL Q z_ w z m Q Q i w J m 0 J Q J� o z� = Q _j z w U � Q w Q < o Z nJ ~ z='00 a J0= Q � Q o z Z wQQQ tL =1 oC w J_ ~ < Q J Ir � w J_ 2 J w DATE: 04-18-2022 SCALE: 1" = 10' JOB: 19.0032 FILE: 8719 SHEET: 9AOF 12 W _ .-E- 580, \ cA ------ / / ' ` i'\r� / / �) 578 i i' ) \ - 578 S82 - \ �" \\ / - ♦ — — r 7� 1 �� _ -1. 1 1 1 1�- 80 / � 5 v� � 1 ♦ 1 �/ 4w,10�""�" '.. �. 584 100 YR. FL 5 584 _ r `Scp� S88 ' ` 586 LOMR 20-03-1246P) -_ ♦---- --_ � ( 586- ` 5 8d, ---------- 588 , 590.. •. 8 90" 1 SDP LIMITSIS.L. WILLIAMSON LEASE AREA S9� r�n an � 7 OEM( FAW�� Now K�� _ an fir X EX 591.2 \ EX. JERSEY BARRIERS XEX 590.8—��� _� - `59' � t ®m 11111■■ m m =� � � ' � �' � � � ■� � �■ � �■ ■ol ®®r ®®�■■ ■i■ � � � � ■� m� � r ®■®®■s � ®■ erg me■� rr®®�i m m � �■ � �y mot• llwm m m ®� ■� X SEY BARRIERS (�> 592 X EX 592.1 EX 592.7 I` ry 590.7 X 590 r-0 ,,. ¢.wu. STRUM E 0000 *woo I° s� 0.2 590.4 592.41 ,X' !BASIN ETTLING BB 15.0 �o 597.0 sm / , _ �o ., l 602 � CRITICAL SLOPES (OVER 25%) TW 615.0 �2 � --_-/ / \ \ BW RE TAI NG WAL 597.0 =TW=612 0 �� --- 6 y _ -' ` - - 604 4 -- p1A' / EXISTING & PROPOSED TRAVEL WAY S O=GRID = 61 1. 5 GE6�6 � TW=614.7 2.1 "-� , - - ,�\ 608 jP�F3 100—YEAR FLOODPLAIN BW=600.0 MARTIN MARIETTA s 616 - ' MATERIALS INC /��� (LOMR 20-03-1246P) - - ZONING: RA / USE: QUARRY 5�`' EXTENT OF PROPOSED SDP 615.0 y ��� � �■ ® LIMITS OF DISTURBANCE 6� _ - TB TOP OF BIN os - - 6' / / --6 _ IN �. -- � —s2o �j ;o 'B B BOTTOM O F B r TW TOP OF WALL BW BOTTOM OF WALL o \40P- - _ - E• - NOTE: � r / W N. GEO—GRID RETAINING WALL AND 0 DESIGN BY OTHERS J 28 Mh..i ; SCALE 1-10 22 �� ��� , r � �26' 628 ,� �, SCALE IN FEET LfD U o o w U) O U ° z z°N Q pc.0 ::]Y< � r/1 �rn Qw o UU Qcn m yy w �p 0 � o w U Q :E 0z �< ZU L� ° > W w0 wZ °> o wm w N w Q� z J � O UCf) LL [I- =o �z o0 LL cn �Q m(2 i z 0 a U V) w C) w F— Q 0 z cj — oZ Z w W o�� E 0 0 U U U cn w Z Z ::D ::D 0 0 w w d a N N w N N Q f V e-i C) lD O CD O N Z O C .DESIGNED pF DJ�c mmy L. Taggart Lic. No. 22841 W� �oIONAL Q z m w z w a m J Q —1 GE CO O z Q cr r E-+ r = Q J z w 0- : U O0 1 w Q C1 < U z J U) z J CO a:A-a J 0 a- c7 Q Q 2E 0 Z z w x J W � J_ U- Q U7 w J w w U) DESIGNED BY: AG DRAWN BY: AG BY: JT DATE: 04-18-2022 SCALE: 1" = 10' JOB: 19.0032 FILE: 8719 SHEET: 9COF 12 Ln U co w •� N • Cn O U -° z z°" QUc0 LF)�Y> Q0 < J O V1 rrw �� cn a- > W m cr-0 �o � w UQ LnLn Q Qz U z0 0 CC > o U) o w c� O z CC N � V a � CID w N LLJ Z Q � > O U U Q- UD � UD> UD _ w O 00 O F'GI w cr CO Q � O Z O a cr v w w I— Q W 0 � IH H 1— Z Z Z; O 2 � CL 2i 2 0:: O O u U v c wn 0 z z O O! U U Of =' w w a a1 cV N Q (N a 1 C, 1-6 n CDO O -' N o OF Dr�� mmy L. Taggart Lic. No. 22841 W4 .off oA4SSIONAL E�Gl Q z 0 Cc J z < Q g W m J Q z—'LL Cc00° T E— �= Q wD a- � U U i w Q C� < U J � U) z =� 0000 J 0 = n- ; c� Q 0 o _z �Q�C Q� Q J w J_ U) U Q J � U w w DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 04-18-2022 SCALE: 1" = 10' JOB: 19.0032 FILE: 8719 SHEET: 9DOF 12 ��No zm 117m LEGEND COMMON NAME -mI m il I .... I WPO STREAM BUFFER CANOPY CANOPY • • \ L" ' :� • • • s� EXISTING & PROPOSED TRAVEL WAYS •• Maple \ • 7 nsis "Sea Green" Sea Green Juniper 15 .1 _Ht. TREE —SAVE AREA CANOPY COVERAGE 100—YEAR FLOODPLAIN LEASE AREA = 4.38 AC (190,616 SF) (FIRM PANEL # 51003C0405D) REQUIRED CANOPY COVERAGE = 10% \ II 190616*10%=19,062 SF 100—YEAR FLOODPLAIN TOTAL TREE CANOPY COVERAGE = 27,100 SF (14.2%) • \v* � (LOMR 20-03-1246P) \�/�► ~/\���� PROPOSED TREE CANOPY = 226 SF \`s� ♦��/M\♦ EXTENT OF PROPOSED SDP EXISTING TREE COVERAGE = 21,499 SF * 1.25 = 26,874 to, 40 y O v009 s� TVP 88-13 r LIMITS OF DISTURBANCE �R. F � \ MARTIN—MARIETTA 0 , �0 �= CORP CONSTRUCTION \�R Z \ ZONING: RA o USE: VACANT s i os 100' STREAM BUFFER f s SCALE 1 "=30' 30 0 30 60 SCALE IN FEET /'\/ O " �..■ v TMP 88-13B MARTIN MARIETTA �• / �� a ,. ,�� I \� • „ a �� _ . � �� — MATERIALS INC E- ... o a -\ \ `' — ZONING: RA w USE: VACANT ..CREEK ...-..-...-...-.. \:._...-...-..._......-..._ / l,\ / i 1►\�►r� `_••'� M a / SDP LIMITS/S.L. WILLIAMSON LEASE AREA \ M to ♦/�~_ /� SDP LIMITS/S.L. WILLIAMSON LEASE AREA �� a 100 YR. FLOODPLAIN . .� �Sum &a� OMR —` om �� �• ` .` �� r ice' �■ �� . �i �� �• •� '�i �� � �• ai ■� �� _ na a� �r -1•w-' \~60� s E_ 0-1 U o o c) w �o U Qpm z z°N ��> 0 C'6^ � Q J U V1 Q r 0()Q� J J = wz =w m 48 Mo pco D W"Q 2'� ,r Qz �� z_ w o> o w� x LLz �> o w N v NLL W j O �1 J Ci 'LLJ J �0� � O 0z . o_J LLJ �Q z �U z 0 a Of U w Lu a a z Oc; I z z�z 0 � 2 a 2 2 E 0 0 U U U V) w z z >> 0 0 U C� w w a. a N N w N N fV c-i Q 0 0I 1 - o 0 7T L 0 U DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT ��AZ,TH pF v j Ov J' my L. Tdggart Lic. No. ��, 22841 �sv� ��SSrONAL Q z 0 z w Q Q J w m 0 J Q z J rr cc)o Q J LLJ U z p Q, U) zw Q U I co U ­::� Q Q J _LijX Q Q cf: Q J 2 w u w J J_ w yolJ �I ✓�� U) DATE: 04-18-2022 SCALE: 1 " = 30' JOB: 19.0032 FI LE: 8719 SHE 10 OF 12 / P i 0 w w Ems., E- TMP 88 — I JB — MARTIN MARIETTA — MATERIALS INC i "------------- oo - - \ 600\ --\ ZONING: RA _ -------------- �' --- - - USE: VACANT - ---- _ / _ j \ ell ___ \ 4 _ _• \` � "' - .C, -, _'� `ice-_''' . - �_ J / / �/J �J �\� � � `•` �, - - "J tom.. i• \ --� / / /�� - O� ----- l \\� /4/1,\ \----------------- - _I---1 ^\,-J-• _ a� -`� - / ,\�P/ -/� ��� / _._-- n/ 1 J � --(� \ \�i / � ._r' — • • \mil �1._i'' \ \ '10- rc �\ �_ \- \ \ �... -^\ /'r 1 l \•. N ( i / — — — _ ` /-, Imo' �._.t LL• J\n,� ♦-\�'' r` , ter_" 'lc -' ' • . • ' • Z1• , . l.�r �•` ' ' • • • • , • • ./ O`% �� 8 _.149W\ 100 YR. FLOODPLAIN \-" -- / 4 M ♦ LAIN (L_OMR 20-03- 1246 / , �00' STREAM BUFFER �`- l �� ��L„^\•�_., J.�f.,��, �/ •�rl \ J/ /\� •li ��rl Q1Q' } Yf r -y� TREE —SAVE AREA 13,529 SF �l T/ is �� \ ., --.� -� �♦ TREE —SAVE AREA ;---7970 SF �• .-- •-- LEGEND ■ m Fes= J IRA o '*mmiA fir �� 7 ♦,� ♦ ♦♦ Off,_ � ,.I►1 , �►�,��►�,�►�, �♦� ♦♦ ♦ •♦ � 1IVA WPO STREAM BUFFER EXISTING & PROPOSED TRAVEL WAYS TREE -SAVE AREA 100-YEAR FLOODPLAIN (FIRM PANEL # 51003C0405D) 100-YEAR FLOODPLAIN (LOMR 20-03-1246P) EXTENT OF PROPOSED SDP SCALE 1 "=30' 30 0 30 60 SCALE IN FEET OP LIMITS �� O F BASIN O _ _ — E4M F,o�� �" ' STR 19uf �ETTLINO�\' � • BASIN • \ \ EX. MATERIALS � t! o SDP LIMITS BIN a 100 alit 100' STREAM BUFFER O — / o _ �,,, . . BU FEaft ol. \ F 0000, �^ _ \ 100 YR. F o o!L SDP L/M/TS/S.L. WILLIAMSON LEASE AREA I J 600- — �� / ( OMR 20-03- '246P) / J 1 I/ Ir _ - 71 \j jI� ' - - 620 _ 620 - ~•\ —6.3 — J ^�•'•J�� - v/--.,i--\. 'fir. -�./ �/^ _ ^��.\ `� �\` �� "\ i `� i`..._Jr/ - _.r �,--� -- /"% .i• ..�. _/ ^ /�\� _ - - _-._.._- O��/ / \ \ \\� .� �'\ �� \ _ '`�.-/� _ �-�� �/ -._./ _ ',.. it ^� .� I _ / ti/`-. ��- - \--..,_1 �` �1�� �� \ `•� `\ \t \ ` \ \ -/ ,r .""/ -phi ;' � �-- ✓ \„J /-, _ �,� ..___---- __-- \ \\` \�_� '\`\�.' ` - _ �\_. .,--���-....r � �-_�-"- � „- l _ _� -- � �_i ~`- �!- .. '/ __ � �\-,,,� "^�_.-. ./--�/\"-\ r� ..^ .,,- _r\ J--�\-'� -\\ �I`t�\��\ `L` .\ \` \\ I r.- � 1 ` — ,� _., � ` .-. i _ _ � � \ '� \ \ � -� _ _ _ \ �. ,' -_ � -. \6'R � � J � y � � r ../ / ` _ '- � � -� - ,� _ � - � f � T 'Z v � •^ � J / _ �' \ \ \ ` = \ - � \ \ l� \ - `\\ 1 l J J - _. � \ /! I / v_ ✓ / � _ ✓f ._ - _. 0_/\t \O •` rr\ /�\ y��.. -� _-�--- l-J_ r �- .��'�J\ `,\\ ��- \ O,t4. /'6[7\mil ���-•vvvvv �`���1�`vA `v ,/�•� I (�//"'/ v _�v Ar\��"v••.� --- _—--��//1 '''vA AVA� \(51s� TMP 88 —18 ^\ \' - - \ J-,,- "_--:--- -� �� MARTIN MARIETTA MATERIALS INC---- F _ _, - - - - - ~ -. \ �ti \\ ` •�\\,� \ �'\\ ZONING: RA EX. STOCKPILE ------' _____--- USE QUARRY , — — — — — It o 111 r- _ - _..r- '- '..a..inua`a"m.4..wM"ew+uma._. _ � / J 1 \ \ _ _ _ � / ✓ � � �, \ \ \ / - _ 1 RAIL SPUR 0.4 L) T U w I= Uo U C- z zoN O 0 (c) > Q0 �< Lij J C� T W I- woU, =� 0Wm � wo w U� Q < Q < U C7 ° > Ln U N h�M W o tl1 O z o � �1 N w a z ._ > O (] U) J a- J W � z O W J Cn If Q S C) z I O � I o I I Q o OZ Z z z O u 0,0 Lu z:z 0,0 ww N N W N N III � Cf r•i Q NCl -1 0 0 z � � TH OF mmy L. Taggart Lic. No. 22841 tv� .0 � G 081 O N A L El ti$ Q z U W zQ W m 0- J Q J � O z Q T z g=Qwzn a_ 0- U 0 G1-t � Q C) �z_j00 J0=��_ Ir cn cn Q 0 Z zQwQQ� J ~ w J_ F- < Q r—^' w U5 J CJ G W D DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 04-18-2022 SCALE: 1" = 30' JOB: 19.0032 FILE: 8719 SHEET: OF 12 F, 'RUNE DEAD OR DAMAGED 3RANCHES. DO NOT PRUNE ;ENTRAL LEADER. PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1 /3 OF BALL ON UNDISTURBED SOIL ►����������������������������01NEW OWN V*i*t;t*t*i*t;4*t♦ APPROVED SUBGRADE NOTES: UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. COPIES OF THE TEST RESULT SHALL BE GIVEN TO THE ENGINEER. IF A SUBGRADE SOIL CBR OF 5 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. SITE PAVEMENT SECTION NTS d- 0 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) DECIDUOUS TREE PLANTING DETAIL NO SCALE 1. The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); LANDSCAPING GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN CONDITIONS IN THE FIELD AND THE APPROVED PLANS. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001 . 5. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 6. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 7. TIMING OF INSTALLATION: LANDSCAPING IN BIO-FILTER SHALL BE THE FINAL STEP IN CONVERSION OR CONSTRUCTION AFTER ALL OF THE UPSLOPE AREAS HAVE BEEN STABILIZED. 8. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 5. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS AND FREE FROM DEFECTS, DECAY, DISEASES, INSECT PEST EGGS AND ALL FORMS OF INFESTATION. ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM TRANSPLANT SHOCK OR VISIBLE WILT. 6. PLANTS SHALL REMAIN UPRIGHT DURING TRANSPORT/STORAGE. PLANTS STORED ONSITE MUST BE PLANTED WITHIN THREE DAYS OF DELIVERY. IN ADDITION, THE PLANTS SHOULD BE STORED IN A PROTECTED AREA UPON ARRIVAL IN ORDER TO SHADE THEM FROM EXPOSURE TO THE SUN AND DRYING WIND. PLANTS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE KEPT WELL SHADED, PROTECTED, AND WATERED. ALL DAMAGED PLANTS SHALL BE REMOVED FROM STORAGE WHEREUPON THEY MAY BE USED AS MULCH UNLESS THEY ARE DISEASED 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR IS NOT RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF HERBIVORY. 10. THE CONTRACTOR SHALL PROVIDE WATERING DURING THE FIRST GROWING SEASON. 11. THE CONTRACTOR SHALL PROVIDE WEED MAINTENANCE THROUGH THE FIRST GROWING SEASON 12. HOLES EXCAVATED FOR THE TREES AND SHRUBS SHALL BE 3-TIMES THE CONTAINER DIAMETER OR AT LEAST 6" WIDER THAN THE BARE ROOT DIAMETER. THE HOLES MAY BE EXCAVATED EITHER BY HAND SHOVEL OR BY POWER AUGER. THE PLANTS SHALL BE SET AT THE SAME DEPTH THAT THEY WERE GROWN IN AND SHOULD BE SITUATED NEARLY PLUMB. AVOID PLANTING IN EXTREMELY DRY, HOT OR WINDY CONDITIONS. HEAT AND WIND CAN QUICKLY DRY OUT LEAVES AND ROOTS. WATER THE SOIL AROUND THE SEEDLINGS IMMEDIATELY AFTER PLANTING. 13. AREAS COMPACTED BY FOOT OR VEHICLE TRAFFIC SHALL BE TILLED OR AERATED PRIOR TO RESEEDING AREA. 14. CONTRACTOR SHALL PLANT BIOFILTER GRASSES AND PERENNIALS PLANTS IN RANDOM GROUPINGS IN A TRIANGULAR SPACING PATTERN THROUGHOUT SPECIFIED PLANTING AREA. 15. BROADCAST THE SUGGESTED SEED MIX BY HAND OR MACHINE EVENLY OVER THE PLANTING AREA AND FOLLOW WITH A LIGHT RAKING OR ROLLING TO ACHIEVE GOOD SEED -TO -SOIL CONTACT. COVER WITH A LIGHT LAYER OF STRAW MULCH. 16.NO SEEDING SHALL BE PREFORMED ON FROZEN GROUND OR WHEN THE TEMPERATURE IS 327 OR LOWER. 17. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 18. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 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: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires arc not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective FencinLy: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 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 Walls: 0 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 Tunneline: 0 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: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 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. April 20, 2022 OWNER SIGNATURE (DATE) Martin Marietta Materials, Inc., Division Land Manager PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 m Ln V U)o oN z z 0 pcfl JYQ < QCc r J = 0U =w m ow Wo w UQ ,Q o= < � U U r� m V U) CD o W o w q w Z � m �> o d Ir � IT w N w Q � z Q 0 ULLjC =�W O 0 F- Uo wIr UDQ mU z 0 U V) w 0 w Q 0 z OZ h- t-- Z Z Z w w o � � a � � of O U U U U LLj N } Z Z 0 0 U U or i= w w a a N N w N N i Q 0 0 0 0 oioi o����yTH OF Dr�� J' my L. Taggart Lic. No. 22841 4� '0 w G o��sstoxaL ��' ti4 Q z 0 > w z < Q w m 0- J Q z J co 0 Qp�T� g 7 Q wz CL a- U 0 W Q < U a 1= U W 00 w Q � Q W Q z Q x Q LL � w J W U Q J m uj w J _J J w Q 12 DESIGNED BY: CONTRACT APPROVED SUBGRADE NOTES: UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. COPIES OF THE TEST RESULT SHALL BE GIVEN TO THE ENGINEER. IF A SUBGRADE SOIL CBR OF 5 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. SITE PAVEMENT SECTION NTS d- 0 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) DECIDUOUS TREE PLANTING DETAIL NO SCALE 1. The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); LANDSCAPING GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN CONDITIONS IN THE FIELD AND THE APPROVED PLANS. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001 . 5. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 6. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 7. TIMING OF INSTALLATION: LANDSCAPING IN BIO-FILTER SHALL BE THE FINAL STEP IN CONVERSION OR CONSTRUCTION AFTER ALL OF THE UPSLOPE AREAS HAVE BEEN STABILIZED. 8. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 5. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS AND FREE FROM DEFECTS, DECAY, DISEASES, INSECT PEST EGGS AND ALL FORMS OF INFESTATION. ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM TRANSPLANT SHOCK OR VISIBLE WILT. 6. PLANTS SHALL REMAIN UPRIGHT DURING TRANSPORT/STORAGE. PLANTS STORED ONSITE MUST BE PLANTED WITHIN THREE DAYS OF DELIVERY. IN ADDITION, THE PLANTS SHOULD BE STORED IN A PROTECTED AREA UPON ARRIVAL IN ORDER TO SHADE THEM FROM EXPOSURE TO THE SUN AND DRYING WIND. PLANTS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE KEPT WELL SHADED, PROTECTED, AND WATERED. ALL DAMAGED PLANTS SHALL BE REMOVED FROM STORAGE WHEREUPON THEY MAY BE USED AS MULCH UNLESS THEY ARE DISEASED 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR IS NOT RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF HERBIVORY. 10. THE CONTRACTOR SHALL PROVIDE WATERING DURING THE FIRST GROWING SEASON. 11. THE CONTRACTOR SHALL PROVIDE WEED MAINTENANCE THROUGH THE FIRST GROWING SEASON 12. HOLES EXCAVATED FOR THE TREES AND SHRUBS SHALL BE 3-TIMES THE CONTAINER DIAMETER OR AT LEAST 6" WIDER THAN THE BARE ROOT DIAMETER. THE HOLES MAY BE EXCAVATED EITHER BY HAND SHOVEL OR BY POWER AUGER. THE PLANTS SHALL BE SET AT THE SAME DEPTH THAT THEY WERE GROWN IN AND SHOULD BE SITUATED NEARLY PLUMB. AVOID PLANTING IN EXTREMELY DRY, HOT OR WINDY CONDITIONS. HEAT AND WIND CAN QUICKLY DRY OUT LEAVES AND ROOTS. WATER THE SOIL AROUND THE SEEDLINGS IMMEDIATELY AFTER PLANTING. 13. AREAS COMPACTED BY FOOT OR VEHICLE TRAFFIC SHALL BE TILLED OR AERATED PRIOR TO RESEEDING AREA. 14. CONTRACTOR SHALL PLANT BIOFILTER GRASSES AND PERENNIALS PLANTS IN RANDOM GROUPINGS IN A TRIANGULAR SPACING PATTERN THROUGHOUT SPECIFIED PLANTING AREA. 15. BROADCAST THE SUGGESTED SEED MIX BY HAND OR MACHINE EVENLY OVER THE PLANTING AREA AND FOLLOW WITH A LIGHT RAKING OR ROLLING TO ACHIEVE GOOD SEED -TO -SOIL CONTACT. COVER WITH A LIGHT LAYER OF STRAW MULCH. 16.NO SEEDING SHALL BE PREFORMED ON FROZEN GROUND OR WHEN THE TEMPERATURE IS 327 OR LOWER. 17. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 18. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 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: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires arc not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective FencinLy: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 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 Walls: 0 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 Tunneline: 0 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: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 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. April 20, 2022 OWNER SIGNATURE (DATE) Martin Marietta Materials, Inc., Division Land Manager PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 m Ln V U)o oN z z 0 pcfl JYQ < QCc r J = 0U =w m ow Wo w UQ ,Q o= < � U U r� m V U) CD o W o w q w Z � m �> o d Ir � IT w N w Q � z Q 0 ULLjC =�W O 0 F- Uo wIr UDQ mU z 0 U V) w 0 w Q 0 z OZ h- t-- Z Z Z w w o � � a � � of O U U U U LLj N } Z Z 0 0 U U or i= w w a a N N w N N i Q 0 0 0 0 oioi o����yTH OF Dr�� J' my L. Taggart Lic. No. 22841 4� '0 w G o��sstoxaL ��' ti4 Q z 0 > w z < Q w m 0- J Q z J co 0 Qp�T� g 7 Q wz CL a- U 0 W Q < U a 1= U W 00 w Q � Q W Q z Q x Q LL � w J W U Q J m uj w J _J J w Q 12 DESIGNED BY: CONTRACT AG DRAWN BY: AG 'CHECKED BY. JT DATE: 04-18-2022 SCALE: AS SHOWN JOB: 19.0032 FILE: 8719 SHEET: OF 12