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HomeMy WebLinkAboutSDP202100092 Plan - Approved 2022-04-20I/ SITE 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NATURAL RESOURCE EXTRACTION OVERLAY (NR) STEEP SLOPES OVERLAY PREVIOUS APPLICATIONS: SP199700041 SPECIAL USE PERMIT - WITHDRAWN FDP202000005 FLOOD DEVELOPMENT PERMIT - APPROVED 7/20/2021 SP201900009 SPECIAL USER PERMIT - APPROVED 1/19/2022 SE202100036 CRITICAL SLOPE WAIVER - APPROVED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 INITIAL SITE PLAN S.L. WILLIAMSON ASPHALT PLANT 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 BE PURCHASED TO MEET REQUIREMENTS. WATERSHED: NORTH FORK HARDWARE RIVER TOPOGRAPHY: AERIAL TOPOGRAPHY FROM KUCERRA INTERNATIONAL DECEMBER, 2017 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 SOUGHT WITH SP201900009 WHICH IS CURRENTLY UNDER REVIEW. 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. � RED HILL QUARRY SAMUEL MILLER MAGISTERIAL DISTRICT COUNTY OF ALBEMARLE, VA SDP-2021-00092 0 o p� J `t z C5 coo 0.� I �Q I �°O � quad/� Rte 29 �Ch TMP 88-18 Project SouArea 41 Ford r0 Stoney Crest z Lane a O G z o\ate /P,a U 'noo a VICINITY MAP SCALE: 1'=2000 FEET 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 VIA 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 SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- OVERALL EXTENTS OF TMP 88-18 SHEET 3---------- EXISTING CONDITIONS SHEET 4---------- EXISTING CONDITIONS SHEET 5---------- DEMOLITION PLAN SHEET 6---------- SITE LAYOUT PLAN SHEET 7---------- GRADING PLAN SHEET 8---------- LANDSCAPE PLAN SHEET 9---------- DETAILS LEGEND EXISTING INTERMEDIATE CONTOUR 2 EXISTING INDEX CONTOUR 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 = s - 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 •��������e�v. STREAM BUFFER s m i m i m min EXISTING TREE DRIP LINE EXISTING TREE EX. 15' OAK PROPOSED TREE FP EXISTING WATERLINE W/ TEE _I" - PROPOSED WATERLINE W/ TEE W _1 EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE 6 W PROPOSED WATER METER 0 EXISTING REDUCER ► PROPOSED REDUCER ► W HANDICAP RAMP (CG-12) DENOTES LO ATION OF STD. VDOT CG-12 AND OR JURISDICTIONAL STANDARD 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 �- PROPOSED SIGN O SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER A APPROVED by the Albemarle County Community Development Department Date 4.20.2022 File# SDP2021-92 Application Type Lead Reviewer: Ben Holt A m U r; 5 cn o m Z zow LD (O r ;D : w O Q � _ OU a m yy w� �o "o pU W 0 �a ° -1 z c U z� x Wq o L/1 o z N aw N w z Q > o U J a J _AU) O azw °o � Q m U Z 0 a U V 0 a 0 O z Z Z O w 5 a V w Z 0 0 z a N w a� o � z AG I:l'll JT K r,tP TH o4•/lr• ZZ' Jimmy L. Taggart Lic. No. '0 4 22841 �4 o Lyf Gti} s ' 11?'SIONAL E� Q z w H w CE z Q LU w m a J LL zap°° IL 2 IL Q :3U z 00 W Q Q Cc a U U) z J 00 Ir P4 J O = a 1�1 Q w < O �-�Lu Z Q xQ ~ w C _JJ_ Q J w � w W DATE: 12-07-2021 SCALE: AS SHOWN JOB: 19.0032 FILE: 8719 SHEET: 1 OF 9 y It LEGEND TMP 100-2 ; . /• / m\ - \ CRITICAL SLOPES (OVER 25%) CROWN ORCHARD COMPANY / ' '"° , ZONING: RA / / % ; / '. ; . o' • '' �° / USE: ORCHARD .' / % ' ;' '� y' -'` / ; / // vv WPO STREAM BUFFER / •/ / / / /• / / / / ./, . h , � • '. // '� :� , �,// �, �,.�� ,,'• ,,' �� ,; ;' // �' ' �' ,'' ,� � - vv _, _, _, , I EXISTING TRAVEL WAYS 1 00—YEAR/ / `- / / o (FIRM PANEL # 51003CO405 ) , --- ------------------------- ----- - \---- \ I 1 00YEAR FLOODPLAIN / (LOMR 20-03-1246P) ,—� �6 �EXTENT OF PROPOSED SDP / % ,• / • , / `\ / / I\ \ / / ,' ,,' ,` A\� \10 -------------- ' --- / / V 'FAO - - TMP 88-13 �! * CRITICAL SLOPE AREAS SHOWN ON THE S.L. ,, �____ MARTIN—MARIETTA WILLIAMSON LEASE AREA ARE GENERATED FROM A ,A0� - CORP CONSTRUCTION SLOPE ANALYSIS OF THE TOPOGRAPHIC INFORMATION. ZONING: RA THE CRITICAL SLOPE AREAS DO NOT INCLUDE THE a' / l m \\ / I / / o USE. VACANT SIDE SLOPES OF STOCKPILES, SETTLING BASINS OR ----\, I OTHER MANMADE FEATURES GENERATED FROM THE _, /59° NORMAL BUSINESS OPERATIONS OF A QUARRY. ------ - -- — Q ------ !.� 411#' -------- -100 j , ---- - -' SiI�EAAM-BUFFER 00.. . flg, I �# SCALE 1 "=30' 30 IN -_ / ' � �� '-6g0 __ .\ \ \\\\\ _ _ � I .l (STOCKPILE rl 608" ..�% �� I I / ,' ''�', / ' r /' 6 �\ \ \ \ \ \ / /' _, 1 - ✓ . /. / / / r / i I / z —610— •I ll I I I I I -----6 /2- ,':i /s \\\ \ \ \ \ I \ II I // /' �� - / / \ ,',' r, I I I I �\\\�I \\\I / ♦ \\\` � '�-�! / /I ' //,////,/,/,, \ QUARRY [~ 1 I I � I I I I / / / : � \ \ � \ I - - �___' \ \ / / / I 1 �/,// ,'r', / , rr/ ,�,r/ i',' ,' ��c•1 rn u� U m W CO ^ COo U d - 0 z Z N 0(0 _-:1Y§ li Q, �� O U Q uW m y �v pU) 0_o D U �Q 0 _jZ vc= z Ir C7 ° > ^ U o ��{Vx W (5 Ir > N V 0 aIr w Q z U) N J > O v a > a >C, =-ZW 0 a z ~ OU o W W r �Q m= rn U z a V 0 W a 0 rn O z ti Z z z O EE a � V O N y W z � Z 0 O V d N w N O O ti Z O PyTH Op 6f�c J' r L. Tfggart Lic. No. 22841 44 A�OA ZONAL Q Z 0 > W Q z W CO LL J Q Z J fr � Q Q IIr T � o J = Q w Z � d U p � C U w Q a (Az_j00 Q � a o 0 X % Z Q Fr x W W >J_ __J C6 w J J_ J W cD co Q DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 12-07-2021 SCALE: 1' = 30' JOB: 19.0032 FILE: 8719 SHEET: 3 OF 9 ------ ------ ,' ------------ -- ----------- ------------------- - - - , , _ ' ---------------- w - ---- "-------------- RITICAL SLOPES VER 25 ------- ---- --------------- , , /6 - -- - -- - - / --- ----- -. - - - - / / w ____----- _____-- /, / \ \ WPO STREAM BUFFER — - i i i iE -IIIIIIIIIIII� ---- - -- _ EX A S - - ------ _ — EXISTING TRAVEL WAY _ ,-' ,' / v v v v v --_ --- ---- TMP 88-13B ---- //� \\____- \� _ a ,'' vvI vvvv vvv _-MAl;Z77� RIETTA ---- - -- --- ---- -- ----- - - MATERIA - - / / - ------ --- - _- ---- '' \ \ (FIRM YPANEL EAR � D51 P OI3C0405D) - -- _--- - - --- - ZONING: RA '� €:-hACANT------- , _ -- ------ - - - -- ---- _ ------------ - --- --- _ - - ------ -- ' -- - - , ' -------- _ —---soo-- OMR 20 03 1246 / 1�1--- , - -- ------------- W./ \ XTENT OF PROPOS SDP - - - \ - -- �. -* \# - - --- - ---------- ' / - *LN ------- ----------------------------- #, • .# 10 0•0- - . . . . 0 it . \ * CRITICAL SLOPE AREAS SHOWN ON THE S.L. / \ 4[ --- ----__ ---------------__ - ' •\� \1 '\ SLOPEMANALYSISSOF THE TOPOGRAPHIC DINFORMATON. 41 ;---'` ---------_---------------- -- -------------- - ' ' ' ' • • ' ' ./ F� � THE CRITICAL SLOPE AREAS DO NOT INCLUDE THE ' - , . . . . , . . ------------ - -- - ----------------------------- - SIDE SLOPES OF STOCKPIL _ ------ • ' • ' ' ' __ . ' , • ' __ ______________ ' _ ' I � � ES, SETTLING BASINS OR �l \ - / 2Q0 YR. FLOODPLANV (7�7/� 20-03-1246 - - ' ' • ' ' _ � 11' �� ,/• OTHER MANMADE FEATURES GENERATED FROM THE . . • �� NORMAL BUSINESS OPERATIONS OF A QUARRY. 0 • goo' STREAM • BUFFER . JI • '•' �:'� r` . --# . . • . • l . .'�. . ■ . . 4-t:-... -.....-. %--. . . - . . . . . . . . . . . /. • , . . . .\ \• . . . ♦/r./*/ft�o\.0. . . . . . . . . . . . . . . . , . --�, . • `.\ . ( - ��. SCALE 1'=30' . - . - - - - _ \ _ _ _ • ' ' • • ' ' 1 • • . . -- . . ;�" � I,- .' --\ ; _ , :: - _ _ - \ 30 0 30 60 . • . . I . . . . . • . . . . . ,; • i . . . - ice/ . . • - _ _ ---,, .- .- -- \ • . . • / . . . . • • - . • _ . . /` ' . . - -- - .- \ _ SCALE IN FEET . . . . . . • // • . . • . • • • ..\.. . • . * _ ) - %' -�C v/ ,\ \\ ` • . . _ \ : - -_- • ' -;- ____ . / - _ __ . _ �. 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Taggart Lic. No. 22841 tv A�OF }� Gti �'g3t ONAL E� a Z_ ('3 m > -i z < 4 W J m a J a z J (r w 0 � T _3 2 Q -i z o 0..aZ) UUp - � (r U � Q -i a � CD U) z _J � 9 CU J 0 2 a P � H � 0 -i U) z a 0C g Fr w — J @) w _ w I. 0 J Ir -i cli J J 2 W D a U) DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 12-07-2021 SCALE: 1" = 30' JOB: 19.0032 FILE: 8719 SHEET: 4 OF 9 An i I LEGEND TMP 100-2 / EXISTING TRAVEL WAYS CROWN ORCHARD COMPANY '"° ZONING: RA USE: ORCHARD "° m EXTENT OF PROPOSED SDP SAO m \Oy m I TMP 88-13 MARTIN—MARIETTA CORP CONSTRUCTION \ ZONING: RA o USE: VACANT \ I m I Z m \ mr° / of n \ I g s m I SCALE 1"=30' ° 30 0 30 0 \ SCALE IN FEET TMP 88-13B MARTIN MARIETTA o s MATERIALS INC _ ZONIRA SE.•VACANT o �..- z / SDP LIMITS/S.L. WILLIAMSON LEASE AREA � SDP LIMITS/S.L. WILLIAMSON LEASE AREA in W/LL/gMSON LEASE AREA TMP 88-18 MARTIN MARIETTA MATERIALS INC ZONING: RA USE.' QUARRY TO BE REMOVED EX. SETTLING BASIN EX. POLE TO BE REMOVED z EX. SL WILLIAMSON ASPHALT PLANT LOCATION Y, TO BE REMOVED M "I EX. BINS TO BE REMOVED EX. SHEDTO BE REMOVED 4, 624 ot� os �rp 3"0 3Ho EX. QUARRY .m i 11 M :: U m w ^ �o V Oz _Z U N 0 I J Y 02 UU ac m w cid MO U) 0010 � Do Q Q J _Z v U Z (7 C7 °01 > o w (7 vs 0 z > ° cl o� aW Na M N w Q7i Q Z J > O as J a J O ❑ az� S O Fil w ¢ �Q rn U o�41$�yTH off. `JAG immy L. Taggart Lic. No. 22841 SSIONAL z �n A�oFE a (7 w Z Q w m J } LL LL O Z J � � Q Q Ir r � J = Q - z d a-� v o a U Q a t o c�Z 00° O 2 a o Q co F w J W Z J J_ Ua W a J ¢ C W J J_ J w z 0 a o: V N a 0 O z z o a z � O V vi w O y F Z 0 a N w ^� F ul o a 0 O � Z a) DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 12-07-2021 SCALE: 1" = 30' JOB: 19.0032 FILE: 8719 SHEET: 5 OF 9 OCold Feed System OAggregate Access Conveyor 3 CRITICAL SLOPES (OVER 25%) Aggregate Vibrating Screen O4 Aggregate Scale Conveyor 100 /3"° I WPO STREAM BUFFER 5O Drum m I EXISTING & PROPOSED TRAVEL WAYS Baghouse 7O Dust Return Auger /'"° � 100—YEAR FLOODPLAIN (FIRM PANEL # 51003CO405D) O8 Stationary Operator's Control Center 100—YEAR FLOODPLAIN Og Recycle Bin °^ �► (LOMR 20-03-1246P) ♦ ,\�\,/~\~/'\~/~/,\'\�\, '\'/� '� �► EXTENT OF PROPOSED SDP 10 Stationary Recycle Deister Vibrating Screen 11 Stationary Recycle Scale Conveyor oP��N ' F�00 TMP 88-13 �► 12 Stationary Silos o �R d�1 \ MARTIN—MARIETTA NOTE: 10 _ CORP CONSTRUCTION 100' SETBACK BASED UPON ASSUMED 50' PRESCRIPTIVE ROW FOR RED 13 Stationary Slat Conveyor with Cleanout & Reject �b \ HILL ROAD ZONING: RA 14 2—Way Top of Silo Transfer , ,\� USE. VACANT 15 Hot Oil Heater = 16 Vertical AC Tanks .!. 17 Four Employee Parking Spaces (9'x18') ,\� , .!. • • • '' . �! • •.• 18 Retaining Wall \10\40 100' STREAM BUFFER ■ ■ ! '� • U m w � o U z z C% N O U� JJ§ o �C�2/� Frn QQw C Vj Ir Q W � — co Ael 0 U = m pz wo Do �U �f f Qz �< z� W C7 0 > N o W 0 Wz N Q 0 aW0 N w z J i Uu n J a J } 7 i W O a z �/ oo o ii1 w ¢ �Q rn U DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT �yTH OF. t, r mmy L. Taggart Lic. No. 22841 44 A � �SSIONAL E4 Q z_ 0 W W Q 4Z Q J W 0] J Q LL z Q C J z a- � o o a wU)CY CEo � l=Q _J a� J O 2 a W X z Q > >JLU < J ¢ W W J J_ J 7 Q U) z a V w 0 w H Q 0 Oz IN H Z Z O � a � ¢ O V V v� y W F 0 Z O V w a N W � Q rl 0 � � Z DATE: 12-07-2021 SCALE: 1" = 30' JOB: 19.0032 FILE: 8719 SHEET: 6 OF EIJI /- r Zm , — 7 / / / / / / / — . '' / / / - - - TMP 100-2 __ l - - -- 'F %' / ' /' / % , ' - \\ I CRITICAL SLOPES (OVER 25%) ' CROWN ORCHARD COMPANY / . / • e ,, o - - _- ZONING: RA , 7 Ij. ; / / / ------ \ USE: ORCHARD / / / Y1. /h r' Np� / / _ \\ - - ---_ WPO STREAM BUFFER •/ /' / / / / /' / / ...•.•.. ,' O O , \ �1� ./ /. / \ /•/'/I-/!•': /3H // /'I/ ,'---------------------\\\\\ -- - \\ EXISTING AND PROPOSED TRAVEL WAYS /. / / ,././ / ./ / . /. , , / / / ./ , / / / ,/ // // 3Hp // ", / / , / / / F\ -- \ --- - / / / ./ / < / / l /• 7 / / - - / / / / / / / / / / / /. / 3H° / I /' / / i /' /' / / - - — --- -- %. % y / % / l - / / ----_ _ --- ----__ (FIRM PANEL # 51003C0405 ) Iu' . / - ,7 .% / J , ./ / / I 3Np I \, / ,''// / /' /' / i / ,"---___-__-_ --- \ \ ---- - 1 YEAR FLOODPLAIN - - _ . . . • • ' ,, • / '/ / / /'% / \ 1, - _- / / '----------'------------- --- --- 100—YEAR FLOODPLAIN ' - - OMR 20 03 1246 I . . • / . y' '• / ; I l I / /' / vM -- __ -- --- (L — — P) rffi 7 /j ., i , , \ g l I I - / / / / / ///,\j� / M\M / '\M / M / ,\�\�>� - ��\: � --------------------- . . • • 'oll / - EXTENT OF PROPOSED SDP . ./• • ;'/' / \ '\\ / 1\\ \\ /// / ,"' 0 \ ------------------ -- a*/---- * CRITICAL SLOPE AREAS SHOWN HEREON IN THE S.L. 9?�A� - I . . / � // .'F�00 TMP 88-13 � k WILLIAMSON LEASE AREA ARE GENERATED FROM A _ — ,, / / _ \ MARTIN MARIETTA c /. /. / / / I/ / CORP CONSTRUCTION - SLOPE ANALYSIS OF THE AERIAL TOPOGRAPHIC , , , ,-' R � INFORMATION. THE EXTENT OF THE CRITICAL SLOPE ' ,' /! ; ;. / / / � `\ \\\------------'� __---- ,-' // Yj� ,,-''"� '� �\\ �\ AREAS INCLUDE HTHE XSIDE SLOPES OF STOCKPILES, a ' ' • / _, - , - / ZONING: RA . .1. I \\ ,, ' / / / \° USE. VACANT SETTLING BASINS, OVERBURDEN PLACEMENT OR OTHER _ MANMADE FEATURES GENERATED FROM THE NORMAL . . /III, / /. / v � ------�59vp ffi ffi ; , / v - ; " �� I NOTE: /'' ' / ' ! / \ — � , \ 100' SETBACK BASED UPON ASSUMED 50' PRESCRIPTIVE ROW FOR RED • , F �,v --- _ , , , , HILL ROAD '' i / / i l ---- , . , - • . / / / //'� - �/� � ------ - ----- ��l /' . . • ' • ' . I / / I � • • /------- - "-- ,,-O'STkEAM-BvFFER '' - • , . , . / --------- �� �� w . . . • • - - - . • -- I 71 . ' / / ./ I . . . - --- --- --- ' . \ SCALE 1 "=30' 0 /. , ./ / . / . . 4 - . • - • ' ' . • • ' • • . ' • ' . . . . • � . . • ' • 30 0 30 60 * / / / . • . , . . , . , . . . rr� r I I a i' l . - - , : . . • 1 ' ' ' ' . 7 \ . ' . . . E-F ` a °Y /, SCALE IN FEET W . I . • . . • • • . • • • ' • • ' ° mmm� ' I I / / /' . ® I , . . . . . p\ • • • • ' TMP 88-13B �- / ,-\ / , / / MARTIN MARIETTA z _ _ Fi MATERIALS RAC a -- -- -- — _ , / 1_ -�� x /';566 / ; l , I �, .' ---- - --- --- - -- --- - " �_ - �y _ - f - VACANT -... E' . / / I i i I i >' ---- , :---------------- - _----------------- '------------.--. - -_ -- - -�-• - - =-.. =: -----------`_-----------.-- ------ �...—...—..._..._...—...—.. C/pF --- _ �6 /'/ I I -. ----: - . '- - - - ---. ' '--------------,---- :--.-- ------ . -� ------------ -- - ---.-- ----` m� �_J -- --------.-- ----- '--------- -- - : \ 5 jr / Q - - -- _ / / / l/ ,; - - - - . . l -S�a - - - -- ----- -- - ------------ - - - --- -- - -- / �. / E / - - -- .--r- - - - _ - - - - -- y _ 6 / / ,_ � ---. - CREEK -- --. - ---- - / 5 / /`/ __•__=— -- : /-... _...—..._..._..._...� -:. _..._ .. — — — - - w�0 7* ► \ ___� . _ ----------- ' / _ --- - � --- / -- _ _ _ - - '- - -- --- / / / /•/ i i J /SDP LIMITS/S.L. WILLIAMSON LEASE AREA j-7��I? \_�--'a!--'- - _ _ SDP L/MITS/S.L. WILLIAMSON LEASE AREA -- ------ - t __ __ - -- _ _ _ _ / 0,` / i' j - �/ �� .i0p-1'R� Ft 131,LAIN _ ' 584 84 • • -----_ ------ --- s \ / --- t/ - _ / - --- — — — J -- - --- - \\'y r I'- \ \ / 1111111 - _ - 5 — 8 _ - -�� -_ _ '/7, / / \�- �•\ 'o '' — -/ -_'- /' -- ~578 y D ,� /.r-_--;'- - -600' _ —r �— -. - \\.\ l�s�'I l . /' , i i 7 It \ _\ _ / -- r, s �------556-,-' , _ _ . _, - ,-,\ - '-�� - � i / q0 � . a aft/ � � '- - _ - - ' \,\ \\ ` \ ' / . / •`l l -/ \ \� . . _. - - r_-; -_" - `- ,s . I �/ • ► 586 i' " 55 /� � /i III � •�fw - - �-��-�� I \ \ \i' 1 \I •-- \\ • - - - '--• J/ \ I \ I l • / , /. / /.I (• \ ' !'-� \ \ ,1 1. I ' � 7f h i/ . . - r - -• _ _. 50'BSTREAM BUFFER '. _ 000 .� isl . . �, i. / / — I �s7o- cyl — / 1 I I I I - `�� - - - , �.. , , , l I '', \ - : SETTLING - _ m 612 '' I % .';' "�" i . / / l .\ . \ • /• BASIN � ---- 586 - -O -/ // / -- / - _ i / / . \"?.. , I PROP. '", '/ "/ , , .1 .. . .' - - - , � ,�, . _ i / , / . SETTLING , y _ /, / ., , .'.,. _ , \ . / . ., - '>�' • - BASIN - _ / /, ,/� , ,, r. . --_ / 588 , / / -- m r. / / / . h , . ', .o� / • �. �:. ® / ::. ml �,pr �: �.; 00 STREAM BUFFER s , , / . / %/ 5-- 9 .,. / TW 600 0 ss2 s �� ,,' p , __582'%1. / BW=590.0 5 s94 S 90 j��,,,� ,,- - n / - _ 0 - -1 , - ---- ss4 - - 0 597 — - ------ ses � y - - W 0 -%- - ----- /' * r r _ sas ' . = B =596.0 -- -- - ---- 5gs92 - - c / / - . __ - r / _ _ �, - , _ , g2 j s°P uMirs 60 ' O - -so ssa-_ - ---- --- ��� , O , _5 /SL. W/L Y 5 - - 0- _ /yj 84 / / L/AMSONLEgSEgR� l 88 \ - / ,.t��/c�92' TW=615.0 TW=615.0 °? 60 "\\�- --_- _-- ------ / \I _�600--�� Ho/ \v, /�' / ,' I I \'� BW=6 \\\ ,1\ -----670-__ - --- ('__ �3Ho \ ' ,---__ 5a6 I / __.___1. \ nn - i '— - -- `-_--�-` ____� Imo` y�• - �-- H-- ; _ y EI. 0� 60 , _ - 0 _ 20 / p \ - /.. - - 9� ��Hp___ __-- 1. rr \ _ / / I ----- .-�--. /F ---- - __---_-- 2 ,� T-620 � I, / I I -- \� \ `:ram -1. - / _ �` -`\ \\�� 3Hp�"' -- 11 5 -_ _ - ./ \ \ 3 -- __ --- __ ------ , / I 1 l $- / - . -_-- - --5sz-_-- _ \ - =615. ,/, °m - \\- � 5�e - -- _ --__ --- ----- TW 0 v , 0. // / ,' ------59 _� - - - _ - /,----1v V v v I I I 3�p,� - / - - - - - _. 5`� - ---- 4 ----- - - BW-602.0 - 1 ----- 6 - — — _- --- ------ 5 _ --- - -- _ _ ------- - ---------- s96-------- --- - _ — / — / _ _ - . ms - \ / / � p _- I /-- ; l / - . ... — 598 - _---- --- --- _ - „ - '/ r'ri--�'�,°' �E :., /, \ ' II /3H -'—�_ I / �ti'.:'. , ' / '600- - -- - --------_ Sr rr' 1 .O - i• / --'620-'��-\ \ 1,- \`-620 \ \ .::'// /," - -jHo /// - CR/TICAL SLOPES AREA CREATED - -___ I ;5------------ --__ ���y{py�y 59 J / ,- _ \ ! \\ _ \\ // / '' _'//_- THRU OVERBURDEN PLACEMENT -- _---- - v. . � ---------------- ------ P%=590. / � _ �, \ EX. STOCKPILE \\ r / 3Ho - - - I I / t. '-_,. / / , �\ j/._:.'... `: ,' - ___-__-___ _3 _ eco_ _— ii�,. •g s:e /,'�-- - \ \ \I /' /' 3N0 \ "/ ' ''/' _ '"- - I o Di / i - .:. _' , - - �io�5Hcoe — 61 / , , - - ° I I ' / / /,- -'/ , '"/ , '-'-'— __ � - _ I / - � / -- _ - -- � I I / m _ - Of '' .. --- __-.-____----snI--__ 3V( a'�13H0�--3H0---3H" l'/ �- -- /Ir: / ,,.vo — ,// �' /'/" ,-/% - -_ - — _ i _ I 1 / / - / , " -- /, w 11 _ --3H0 3l �3 �, 3N0 " .�'i6? '/" ""'"'�/ — I I I / / I-, I:•%- / _-_ " _ \ , Y //,Z-_ -_ eio,iz�- \ I / Ili HO env _3,���/�-� --\ /'" �'/ // ,�%,"/i",i"'/�!--_- ',,-- I / ,- --- ",`�'6`. ,: / / _______-' \ `' - - ' '/ ' ---" \ 1 \ \\\ I I 'i r` / . -�\ \/%�''//� '', /"/ /�,"/__-___ - -- —/ I I I I / , --- 501 , \ / % - \ I1. : \ \.\`.`I 1 j Ho - o / �/ ./,i / / / , ' ------- -''� ! , - - - x.. IL• I ------- ----- __ --_ I , - ' ' / /'' --- ------ - : S70CKPlLE° t- t\ - I20� 1� S°P / ,',' �/ "'.' '/ ' / / - m i' y / '' ' '' f ul_ / --____ _ IY I I I i I i I ,O -1 i i --- , — — 670— �- _ _ J\ .� /' + /. II 'SAS[ WIZ \° '��' /�' /'//' G/" I I I I ' _ 00 - _--_ - -, ---- \ - -- ,' I " /:: I L/qMS SF, / -/ /','' / �' /'/" /' �J , I I i I I ,m`-: /, / / TMP 88-18 /' / ,------ \\ "� - _ „'.- ---- °'v <Eqs \ �' �'%i'" '"' I' I I I I I / / I , / / - --- \ - ., / r- / EA/? / 630, ''/�, '/�� �i 1.1.MARTIN MARIETTA ' / " ' ,' n I ° oo MATERIALS INC / - ---- - - � T ! - , -- Eq I I I I I l ZONING. RA / l ,-- -- - %/ / / / , /�,- 'i I . � ;, I'b I I i O / i / /' `\ 6 /,/ ' ' / - - — / \ \ I / T . /' /ice- -� / �/ ,/' / /' , , // / , /'"' /, '/ji "' I I --- LT USE: QUARRY "'o - - - - F / . , , / ; / , ' / , , �,' , �/ , 7 y.1 I I , - , I I -- 0 '' ---- , , •6 - - �\ \ \ - l • STOCKPILE <.. � / '' /' / , I I - rn , \ ,' / JD \ / \ m , / , \ - / / / / / 6 k//7 / / / \ \ \ , \\ \ I I V / , //, / / / 6� pq II. I \ ,'; I / j1/ //,// / / \\\\ ,\\\\\ //, ,/' - \ 1'I „/,/ /'///////,,/////\/, \ z f / / I 1 l , -- — - ''/ i / 0/' /' / x - I m 04 - - , �. I ']I % � � I I I I 1, \� \ \ \ \\ \ I / /' \__ - \ \, \\ \ \ \ \ , \ / / , / //' , \ - - // / / / , , / / // / / / / /, /.Fl 1-,'oSF, \\ / % 1/ > I I I L L , I I , �- - , \ \ \ \ N \ , - , 1 - \ ,-- ---_ \ - , / / , ��i1 . / r-. , vvvv v`v ,--/'_ Avv` /' 1 /l// ,/ ,////'// s� / / _� \ \ \ \ \ \ \ \ \ \ I\ ,\ /' / / / ---- \ \ \ \ \�/' 630� , / \ - _r _ / // / / , /, / / /i / / / ,/, m Hn U o %q m W H CO o U z Z CO O N O00 --::iY; iV) a � J o oo Q Do 11 W 0cn Mo D U fr aa n J vU �z- ° > x� o W c5 yCE> 0V NW V N W a z> o UrdJw7 }�:J > _0� Oaz� oa w� mQ m= omi UIf IS TH OF P f� l I r , 9 imy L. aggart Lic. No. 22841 W4 ,poFE,61 22 41 SlIG`�Sv a Z_ 0 Ir > W Z < q a J w 2 ^ m LL Q Q Q Ir - = Q -i z z d d -I U p � I= Q -i a � �7 (pZ -jCo° 00 IL � Q 0 a 0 � w x -i � Z Q fr F Ir J_ @) W J ¢ -i J -i 2 W 2 N z a a V 0 z z I' O 5 z o a z "' � � v W �z � O V w w N W N Q c-1 o a 0 O ti z � DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 12-07-2021 SCALE: 1" = 30' JOB: 19.0032 FILE: 8719 SHEET: 7 OF 9 PLANT SCHEDULE QNTY. KEY BOTANICAL NAME COMMON NAME SIZE 10-YEAR CANOPY COVERAGE (SF) TOTAL CANOPY COVERAGE COMMENT CANOPY/SHADE TREES 2 1 AR lAcer rubrum "Brandywine" Brandywine Red Maple 1.5" Cal. 113 226 SHRUBS 7 JC Juniperus chinensis "Sea Green" Sea Green Juniper 15" Ht. \� I \ I TOTAL 226 SF m\ CANOPY COVERAGE LEASE AREA = 4.38 AC (190,616 SF) REQUIRED CANOPY COVERAGE = 10% 190616*10%=19,062 SF y TOTAL TREE CANOPY COVERAGE = 31,913 SF (16.7%) PROPOSED TREE CANOPY = 226 SIF ° / / / \ ' EXISTING TREE COVERAGE = 31,687 SF I� 0,0QP1,PA��v� 0 4� TMP 88-13 o �R \ MARTIN—MARIETTA 0 _ CORP CONSTRUCTION �ion \ ZONING: RA USE: VACANT 10 100' STREAM BUFFER ■ • ' I /1 i Jo •� �' ° \ • ` p in'0 In in \, / usumlow� _...-..g..:—..:-:.._...-...-...-.:._..:-'.CREEK ...-..._.•.._..:-...-.:. ...... - SDP LIMITS/S.L. WILLIAMSON LEASE AREA M l.r• ' , ~ SDP LIMITS/S.L. WILLIAMSON LEASE AREA �1 pwx_,] C C � I r CRITICAL SLOPES (OVER 25%) WPO STREAM BUFFER EXISTING & PROPOSED TRAVEL WAYS 100-YEAR FLOODPLAIN (FIRM PANEL # 51003C0405D) 100-YEAR FLOODPLAIN (LOMR 20-03-1246P) EXTENT OF PROPOSED SDP NOTE: 100' SETBACK BASED UPON ASSUMED 50' PRESCRIPTIVE ROW FOR RED HILL ROAD100 YR. SCALE 1"=30' 30 0 30 60 SCALE IN FEET •I TMP .88-133 . I MARTIN MARIETTA • • ,MATERIALS INC ' .ZONING: -RA , _.: _.. USE.- VACANT •..._.�._..._...,_.•.._, SDP L/M/7S/SL H,/L �0 L/q GE4SE-AREq �EX RET WALL PAP �4115 / V ` 3H0 yOQ �3Ho / 3Ho �3H0 \ 3H° I �3HO y3H° 0 ►. rl r U g �J m m rn U Z Za� O OYj J T^ H 0 Q w U C4 T �1 CE W r - f= 14 OU aW D IL Z°d pU) Mo D UQ 2¢ J Z v U Z zCE O> N x W� W Z O i N V IL W �1 N W co Q z J 7 caia w a J Mzw O Co O W W J U)Q m= rn U �H Op PyT rJ J J*J'µ my L. T ggart Lic. No. 22841 SIONAL �4 fi. Q Z_ C'3 W W H -i Z a LLI Q m 11 Q z Q � o Q= Q w Z a � U' Ir U a w Q U W U J 0 _ - � Q LLJ X zQocQ� J w Q J W W J J J W Q .... r.� z a it U 0 W Q 0 O z z Z � a � U N W �z O z a N W N Q --I o � 0 o�z ClL BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 12-07-2021 SCALE: 1" = 30' JOB: 19.0032 FILE: 6719 SHEET: 8 OF 9 JNE DEAD OR DAMAGED kNCHES. DO NOT PRUNE ITRAL LEADER. 4CE TOP OF ROOT BALL SLIGHTLY OVE GRADE. REDDED HARDWOOD ILCH (MIN. 4" DEPTH ) NOT MULCH AGAINST JNK OF TREE) RTH BERM AROUND BED MOVE STRINGS, WIRE, BURLAP DM TOP 1/3 OF BALL J UNDISTURBED SOIL 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 32'F 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. N0000000 - - . - - �0000000�� --- wissaussual 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 _LO LEI 11 A m U o �J m J) to U z zoN Oo(D �Y> J H 0 Q w U Q T 0= W z aU =W 0Fn Wo D U �Q ° JZ vU ZCE U w o w (7 V] O Zcp N CE a w N W W N W Qcf) z J > O 0 a J } U) > O a=zw °o W Q Ua C ) rn U z 0 a u w 0 0 O z z z O � a � R 0 U U w Z � z M 0 d N W N a ti 0 0 o z � PyTH JyOp J' my L. Taggart Uc. No. 22841 44 A;P&`310NAL Q z C7 W w H -i m z Q LL Q Lu J QO Q J = Q w z W�U' CE° U Q a U ~ J 0 _ L X< zQoc Q w � >J_ U J) Q J W uj w Lu J W 7 Q U) DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 12-07-2021 SCALE: AS SHOWN JOB: 19.0032 FILE: 8719 SHEET: 9 OF 9