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HomeMy WebLinkAboutSDP200200026 Plan - Other (not approved) Major Amendment, Final Site Plan 2004-03-24Location Ma ...........� IN ME%* SAMON .4& da - I I 0 0 TOYOTA AND MERCEDES DEALERSHIPS Albemarle County, Virginia MAJOR SITE AMENDMENT PLANS 25 FEBRUARY 2002 Prepared For: Virginia's First Family of Fine Cars, Inc. 15920 Seminole Trail Charlottesville, Virginia 22901 (434) 977-3380 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 tele: 434.979.7522 fax: 434.977.1194 Sheet Index Approvals DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION General Notes Site Data Legend GENERAL OWNER / DEVELOPER: VIRGINA'S FIRST FAMILY OF FINE CARS, INC. ISM EXISTING PROPOSED 15920 SEMINOLE TRAIL 1. THIS PLAN AMENDS SDP 99-21 (PARCEL 14A) AND SDP 99-114 (PARCEL 14). CHARLOTTESVILLE, VIRGINIA 22901 BENCH MARK PROPERTY / RIGHT OF WAY LINE�- 2. TOPOGRAPHIC INFORMATION FROM S.L. KEY, INC. CHARLOTTESVILLE, VA, DATED 2/12/98, TAX MAP / PARCEL: 78/14, 78/14A SETBACK LINE - - - - - - - ADDITIONAL TOPOGRAPHIC INFORMATION BY MCKEE CARSON. CONTOUR - - - - - - - - - INDEX CONTOUR 10 3. BOUNDARY INFORMATION FROM PLATS OF RECORD. ZONING: HC (ENTRANCE CORRIDOR OVERLAY DISTRICT) BUILDING MAGISTERIAL DISTRICT: RIVANNAFENCE - - - - _ X - - - - 4. LAND USE: AUTOMOBILE DEALERSHIPS SETBACKS: .. . sGUARD RAIL -aT - -rs - = - = PAVEMENT ------------------ 5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. FRONT: SIDE: 30' (10' PARKING) N/A TREE LINE WATER MAIN - - - W 6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. REAR: 50' (20' PARKING) WATER VALVE - - -�- - - - STORM SEWER 7. BENCHMARK: FINISH FLOOR OF METAL BUILDING ON PARCEL 14A (FORMERLY MAX. NO. SANITARY SEWER - - - S - - - WILCO SERVICE STATION PROPERTY) ASSUMED ELEVATION: 100.00 EMPLOYEES: N/A INLETMANHOLE - - S -O S _iF 8. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS UTILITY POLE -O- SHALL BE A FULL CUTOFF LUMINAIRE OR DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS.PARKING: TELEPHONE PEDESTAL O ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. - - - OVERHEAD ELECTRIC - - E - OVERHEAD TELEPHONE - - - T - - - 9 THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND DEALERSHIP REQUIRED TOYOTA N/A EASEMENT - PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF EXISTING UNKNOWN BITUMINOUS PAVEMENTS C -----------------i (1/2) FOOT CANDLE. ADDED 378 CONCRETE PAVEMENT CURB SITE CONSTRUCTION PROPOSED 378 CURB WITH GUTTER ------------------ _ HC RAMP �G 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR GAS LINE - G - - - G - TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF SWALE/DITCH r__......____�_ 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE AREA STATISTICS RIP RAP STORM DRAIN STRUCTURE ;%r.:•:;;•:'�'.-e;;''s:•w :•:�� ENGINEER. SANITARY SEWER STRUCTURE 0 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVEDEXISTING PROPOSED PERCENT ELECTRICAL CONDUIT LIGHT POLE E !-- E AND BUILDING AREAS. BUILDINGS 47986 47986 14% UNDERGROUND ELECTRIC LINE -UGE - - - UGE 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER PAVED / GRAVEL TOTAL IMPERVIOUS 170561 285603 82% 333589 96% OVERHEAD ELECTRIC LINE UNDERGROUND TELEPHONE LINE -OHE - - - OHE 218547 CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE OPEN 130175 15133 4% REINFORCED CONCRETE PIPE -U ACP RCP CONSTRUCTION SITE. TOTAL 348722 348722 100. FIRE HYDRANT FH FH 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE SANITARY MANHOLE SMH STORM DRAIN MANHOLE SDMH SMH SDMH OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1 OR TOP OF CURB TC TCBOTTOM APPROVED EQUAL. NOTIFY ENGINEER IN ALL CASES. OF CURB BC BC 5. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE LOW POINT LP DROP INLET LP WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. D/ CLEAN OUT CO DI CO 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE WATER VALVE WV WV CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD END SECTIONS WHERE APPLICABLE. 7. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET BOX. EXCEPT FOR CURB DROP INLETS WHICH ARE TAKEN AT LOWEST POINT ON TOP OF Standards and Specifications INLET. 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, DATED 2001. - - .�., 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998. REVISIONS: 1. 6/23/03 AGENCY COMMENTS AND GENERAL REVISIONS 2. 8/21/03 AGENCY COMMENTS AND GENERAL REVISIONS 3. 9/21/03 ARB COMMENTS 4. 3/24/04 AGENCY COMMENTS AND GENERAL REVISIONS �-ECETV�T� MAR 3 1 2004 Sheet No.: Of: 11 - .- . - - - - -- -11 , 14 " CHESTNUT,1 12 " CEDA.. , , 1R" CHESTNUT , TM 78, PARCEL 15A 20" CHESTiVVT 20'i'POPkA9" , /C 28" P©PL AR % ' 16" POPi-AR J�-R_ 1�k" P020" POPLAR18" POPLAR '19icX/i --^-�;, CB = S 69 °18'03" E �� 1359.23' PERMANENT DRAINAGE ESMNT. PERMANENT //Tl/ /TY F.SMNT 'CH = S 556' R •' 1102.92' L = 6&•37' � LINEAR ITEM TO BE REMOVED 0 SINGLE ITEM TO BE REMOVED ' PAVEMENT AREA TO BE REMOVED R 77 GRAVEL AREA TO BE REMOVED \\ ~A\ i Seale 1�N-4.0' Contour Interval_2' Ael 1% '/91.0 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.6/23/03 Agency Comments & General Revisions 2.8/21/03 Agency Comments & General Revisions 4.3/24/04 Agency Comments & General Revisions Scale: 1" = 40' Date: z Project No.: 0008 Designed: SWE/ERF Checked: z O� � y a C) C)z o Revisions: 1.6/23/03 Agency Comments & General Revisions 2.8/21/03 Agency Comments & General Revisions 4.3/24/04 Agency Comments & General Revisions Sheet No.: 2 Of. 11 Scale: 1" = 40' Date: 2/25/02 Project No.: 0008 Designed: SWE/ERF Checked: ERF Sheet No.: 2 Of. 11 /% I Ej WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.6/23/03 A envy Comments & General revisions 2.8/21/03 A ency Comments & General revisions 4.3/24/04 A envy Comments & General revisions FScale: 1" = 20' �z 2/25/02 Project No.: 0008 O� SWE/ERF Checked: ERF �Hct3 uz:E (OZ) Z 0 V c CP4 Revisions: 1.6/23/03 A envy Comments & General revisions 2.8/21/03 A ency Comments & General revisions 4.3/24/04 A envy Comments & General revisions Sheet No.: . '3 0f: 11 FScale: 1" = 20' Date: 2/25/02 Project No.: 0008 Designed: SWE/ERF Checked: ERF Sheet No.: . '3 0f: 11 /%i r' WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.6/23/03 Agency Comments & General Revisions 2.8/21/03 A envy Comments & General revisions 4.3/24/04 Aenvy Comments & General revisions Scale: 1" = 20' Date: 2/25/02 Project No.: 0008 Designed: SWE/ERF Checked: ERF a H z w O� � oz� U v a� A O Q � M A Revisions: 1.6/23/03 Agency Comments & General Revisions 2.8/21/03 A envy Comments & General revisions 4.3/24/04 Aenvy Comments & General revisions Sheet No.: J -L Of. 11 Scale: 1" = 20' Date: 2/25/02 Project No.: 0008 Designed: SWE/ERF Checked: ERF Sheet No.: J -L Of. 11 I I I " / I I , I I 0 , Plant List I I III" / 1 I 11 t1j I I I _�- , I / , Notes Description Common Name Quantity Caliper Height Spread Root Comments 0 I Qj 11 I I S I i I AR Acer rubrum 'October Glory' October Glory Red Maple 4 2-2.5" 12-14' B&B — Straight trunk: branching begins at 2'o balanced head AC Acer buergeranum Trident Maple 4 1.75-2" 10-12' B&B — Straight trunki branchina benins at 2': balanced head Ci Crvotomerla ianonica 'Yoshino' Cryptomeria 22 I 8-101, B&B Full to ,grounds / �,__ 0//s , / dense branching, straight, pyramidal forms 10' O.C. max. CL X Cupressocyparis le landli leyland Cypress __ 34 "_ , / -- 8-10, B&B Full to aroundt / dense branchina, straight, pyramidal form; 10' O.C. max. - CLI X Cupressocyparls leylandii Levland Cypress 23 / Z,-.,� 4-5' B&B Full to around@ / dense branching, straight, pyramidal forml 10' O.C. max, CT Cotoneaster horizontalis Rockspray Cotoneaster . 306 // / _­�z_-z- I 18-24" 3 G Dense branching, well rooted In pot, self-supporting stems@ 36" O.C. MG Mannolia arandiflora 'Edith Boque' Edith Bonue Mannolia - 23 10-12' B&B Full to ground, dense foliage, stralght, pyramidal form - PL Platnus x acerifolia 'Bloodqood' London Plane Tree 10 1.76-2" 10-12' B&B — Straight trunke branching begins at 2't balanced head QC Quercus coccinea I Scarlet Oak . 11 2-2.5" . 12-14' B&B Straiqht trunk@ branching begins at 2'. balanced head 10P , Que cus phellos . I Willow Oak 1 8 - 1.75-2" J10-12' 1 B&B _-Aulti-trunk Straight trunk: branching begins at 2': balanced head ----I ISB I Salix babylonica lBabylon Weeping Willow I , 5 1 1.75-2" 10-12' 1 7 G (3-5 trunks); well pruned (no straight whip trunks) I I I � .I. 11 I I i / , , , , I / I I F__ I r I i I I I I � � I I I ! -_ I 1 14 1 1 , ; : I i .1, i / / / / I i ; I I 11 / / I /11 I I / / I i I � � - / I f, -164, 1 / / I I j ,:- I I i �, 11 I 'i ? ) - Conservaflon Plan Check -list � I I I I', it / I I I IHANDBOOK, PP 111-284-111-297 FOR COMPLETE SPECIFICATIONS) / / " , ,,� � i / 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN /, , I I I TREES TO BE SAVED- JOHN LINKOUS IWAZDAIVW r il J LIMITS OF CLEARING IOUTSIDE DRIP LINE OF TREES TO BE SAVED); I I / LOCATIONS AND TYPE OF PROTECTIVE FENCING- / i , .1 UIRING TREE WELLS OR 'WALLS; . /" I I PROPOSED TRENCHING OR TUNNELING BEYOND THE LI 11 I I / i ! / ! 2. MARKINGS: , " / i � � ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT (P I ,/, i, I", CLEARING VISIBLE TO EQUIPMENT OPERATORS. � / NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED Vn � I 1-1 __. BY A COUNTYINSPECTOR. 0 1 / I I I" .-. 3. PRE -CONSTRUCTION CONFERENCE: I TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE 'A I 4 Q I 1, CONTRACTOR ON SITE, ___ /l/ I . � 4. EQUIPMENT OPERATION AND STORAGE: 0 / I I ,71 I ; I / / / HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS z I I INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. / I ,,� I ", I / / 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: J I )-? / SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. ");7 / , / I " / i S. FIRES: 11:� I I ,_ // / FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. , / / I / 11 r /* / - 7. TOXIC MATERIALS: � / / , / / I " � / - I ­ -- - -- / , / 1, TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES , ? / 'i / I ,z, / TO BE SAVED. I I " I? I/ / , I / , , / I , 'i 11 / f j / , / 8. PROTECTIVE FENCING: I/ , ill I / f,: -_ I / ; , 4 i I / / TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY '1/ / 11 I / SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A // / / 'Y 'I I I / F COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. / !, 9- Ci " / / / I I / �, / r� / " I- AC / t" I / , 9. TREE WELLS: I/ / I I� !V 9,,N 1 1 " 11 I / I "I" / , � WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE / - - ­_ ", __ / _. . ,, " / , � 1,11 �t , - / , ,� ,, - �L � SAVED, A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED �Q ; __ - �/ / � I " 41 , , ��_ ,',��,,_.,,,�,'�,,�'�"";"��,�""!-. - " " / - - - - _� / // / " I 5--, - ,, - ". FOR APPROVAL. ­_ , " `��?� �7 -,-,,,,,,,,i, --',,� -11.1, I - ., - :3�,, 1 - - __ , ­� -�,,, :,"."'i",� - I - L ' , , � , -�,, , I'll - 1�� , � / - � - - - - . I I / , " , : A., I , : - - - - __ - / 4, 1. __ 41':`,11, - I I . ..... . , ,�� -,� - - / ,; �,,.��,,�, - - 6 .� �,, ,,,z, 10. TREE WALL& I --.,- � , -- .- - ,/ / I " , ,�,',,"",P,.' � I'll WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE ,, I I I � ------------------ - - - , -1 - -- - -_ - __ - � I I / , I -.1", " �-, ,��,­ / I ---------------- - . __ - __ - - - - __ - / I I // .�, - -1 - .. ��,,',',;'�-,��-",-"�"I",,-,,�-��'�� .- , ,,�;��:"�,�­ _`­ -',� SAVED, A TREE WALL SHALL BE PROVIDED: AND A CONSTRUCTION DETAIL SUBMITTED FOR / It , .I. , - - - - . I I - f, � �, --,,,�.�,, -, -",2 1 - -_ I - - r . ""', I - � - �, , �- , , �, 11 I , I , , , 11 " " � , - _11, APPROVAL. / - __ __ - _- // -,,,.�,, ,,�;-�,,��,'�`--.`�,, ,� " � !� .1"'.5 __', , , - - - / I - __ - - __ _., _ __ 11 �� �� :;,� ",' � I ,-,�,. , , ;:-�,� ,", -,"',"; ,!", _�,. '' '_ , I � - -, , . - , I L, ,,,,,, �i',_-.,, ,,­iN`,,.'�:?:-,.'­` 11. TRENCHING AND TUNNELING: 1. __ - - __ I- ___ - .- , _f��,, 1�1` - "',­ A _--,--j,-,, �;',", ,,� i, A �, � - �, -�?­ . _,_�', L. ,� , -, , - T -1 I , __ / / " 11 , - '11, / I 17 WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE N AS / - - -, - � _��'T. ", ,* : I " . I - �,,�, L FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A RG EE / / , I -_ "I - -- - - � I / / ,�,�_�`,1,1�1".� - I - ;�_ , ,, _�` �`,"' I � I I , , _ - -1 - I/ ,,,!,�,-��,';,'�' ,�� I k_ _��:M SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECES ARY / , '_/, ,��. `� I / , " , z � ,�,,,,��.'-I'.�,� - , TRENCHING WILL DESTROY FEEDER ROOTS. " I- X , I I - ,,��,��,.-,,,,,,-""�,-,-,���,,�, g4 `.,,�.�� �, ., " - _,_ " � , , __ 1- ,11,`,�7 / / i , , ,_ 11 ,,,, "i ,� , " _ I / / I I- 11 z 11 / '_ - , , " - , ," ­',- -�-'­­" 0000- - , ` _121 I , I / "I _,!�,/ , I/ 1 6 1-1-1- - 11 , `,,,',�",-"�",;;, _-�,�""O- ,-" I 1 12. CLEANUP: -. / I I , / � 60 - .w-' - ,- �� z I / j�`�,:;11'1 11"A:��,_`,�_ ,7 , � 5e, - -­'�,'_��­�t-'�,�,,�,-�i - L' '_ , - ,�� * , � :i,!, �,,�� , -, c� ,,� �,,,,�, 4: ��,,"�� � . �* I , , - -- , - '�­` - ,� , PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL OL ANUF , , I " , / �,.',,,- -.."�'�,'�'.',.�"'�'e"...!"�"� ,�, "-,--', �_,�� , , . �, V - ,, �, j , ­­ " - , � " , , - � - �, , ­& _:�,.*X, 13. DAMAGED TREE& / I I !,L."�""-",�,,-,��i��",--.�:,,,�,��,,�', ��,`,,��',s,k,- �,,�. ,',�,'."��������,�-,'�-------""-�,�', - "" " � _� �,_, ", , , - , , - �_�.�P'r,��,M'Dj / /I 11 I- '(1_,`,-1` .�k� , " ,, / / , I/ / - `k,, - / -1 X __ ,1'.�_--,: z�,�J - -��,,,�,,�,,�"""��,,�,��,,�,��,,�,,�""- �_,: , Z:"� � "- " ". - � , , ! ,�,,,.'t,�M�i,,,,�� "­,�,,',,�,­..'��,,­ ,,,, -, 11 DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION I / /I 11' -- - I- -�;,����s���,',I��,�,�,.��-�,,,'.,� �".�-,`�'�-�-,� � ., __�, ,,-_;,,,,-�-,,�,,-'WX, " , - , - -- ­­ " '.1 / -11 -,' 3- MG z I --- I , �- -, � ,,;­��',`,­"� _ -.7,�,,`�-�,�­��,,�,,-- ",,!� �,,-.,,�,'r���,��-,�-��-�";�""-."-"�,�L, METHODS RECOMMENDED BY A TREE SPECIALIST. __ "I - "TA, " / /f "4",�'i",-, ;,-.-_.-.�,,_,,, , � .,", I """ -1, �`I,�l ' _� I ­_ -2 " '­­ I . � , , ;, , -,,, � ', - , , , � , - , . , I - , �_ � _ _ L ,�. I 1, I -1 - �_, � - 11-1 _A_ / __ "I _� �r:'�, ,­�,��A,,�,��,`� : :�- - ,�,z",� -- :' , _ ��It'l "Ill,�"-;,.,�!""�.--"�,���,��l.-Ilc"��l";�,,�-l""�-, INI"14 - _ , -1 1-1 z " I., I -, " �',,,� � , , , , 1.",I�­`��,',I� ,�', � , � - -I- - - I I I I 11 �>, ��, j , - , , I " / P� I ,,�",�,'jf,;'-.-,:�`�',_ , '- - , - - _ , - : - - , �' .�, I ", / ��,_­J',' & -;..,--,,.i��,-,:,,,,�-".-,""�-�'..', ---��,:`I,.�,' `,,`�' , , ;--,--`�'� "' ,_'I`iv��'��,E,,'�,�,, �,,,��,L ;",�',,,,,--i��-,�.--,---"L"�'�'�-L""-��t,--,:�.�-�-�,� , I , , :­­­,L�,- I " `­� I I I � , -, 3�`:,"," , '�:,;,�� - , , - , - , - `� -2, I I " ie,�,�, ""'! " -- --�� ��, -,""i-, -��,:'�-,T"l�,��.��,-.,,,�--.�,,:,,,,,';,, , . � � - , 7 ` �, .-, - �-,-, NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACT R ON / - - 1� - .�-��' I �L` �'�� � � ,,'� "', ,'� ,��, ."', __1 , - , - ­ , �, ,S" Z;�'�: I ` , , - ,, - ,,, �­' ,-,- ." - -w! ",",�` / I I - / _Q­';,17�, ,�-,��, ""' - � 1,� � "-",- � ,:�,, " --,""L"f,."�'_ - TREE CONSERVATION REQUIREMENTS, , I " ,,.,--,�, I ,,�-� : "L V "%-, �l', ,:�,�,`,,'�,,`�',';"� / .� OWNER'S SIGNATURE CONTRACT PURCHASER SIGNATURE I I (- - , - I % ­­­,,'��`­��,­jl , �­ 5—, C � �, - 11�1 1,10, -1 1'� � �, I/, "' �, , _­ " ,--l_ - 1�11 r�; - _­ , � �� '' z�: , ��I,i , I , - ­� , � .; , � , . , �­�-.,�5 - i ','�T - , � ,: " L, � �, L � � ,.,�, I I , , / --;;w- — I � OHE — _ "'�-Q��"�'L:-I"'-�"'��'�'.'�� .".."', ­/�"� "" ��.._ , ,- ­ / � L ,t?Hj — `�,,�",�� � ", iz��,],�;:` _,"­­:.�- ,�: " ,��_"",, �,�--�� ��,� ` , / 1-1 _1 , , - - -1"�",�;_-',�"�""�'--',.'I"'��L �, , . i,`-�� �`� -,. 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ALL SPECIES SPECIFIED GREATER THAN ONE SHALL BE ORDERED FROM ONE SOURCE. / 11 / // // / ., , \ / / \ \ 2. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE I / \ cz ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND I ( I 1�_A \ :& FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. COUNTY APPROVAL REQUIRED 11 ) \ �J� �5 ;-4 . ,-" > *� FOR ALL SUBSTITUTIONS OUTSIDE THE GENUS AND SPECIES, CONTRACTOR SHALL SUBMIT I \ .�;, 0 THESE SUBSTITUTIONS iN WRITTING. / �,__ 0//s , / \ 3. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF __ / , OHC- -, / U 0) DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO "_ , / -- ,!!� -� NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. / , OP,- , E� I. -e, I / __ _� 0, 4. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED / Z,-.,� P4 C) GRADING. / <� !._-� ***��/ / , _�' ---_, / 5. SOD AND SEED SHALL BE A TALL FESCUE BLEND. // / _­�z_-z- I 6. MULCH IN PLANTERS AND PLANTING BEDS TO BE PINE STRAW. APPLIED TO A 2 -INCH DEPTH. RAIKI. If" DIAKA KAI 1) A CTCD A Dt-% Kin I 01=5= nT TO BE 01 -ED 11 . 7'* --4 -;/\, MULCH RINGS _IKII-UCS RE AC &-t WIWI 1L_ M1414 Ill �1 M" I "I q ri L. I W �" I � �� 11%.1%`- I . — A A L T S NO. I nr%ATCn 1KI DI ANITIKIn- 01=nO / I // A- 7. SEE ADDITIONAL LANDSCAPE NOTES ON SHEET: / / , I // / 8. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT I , . ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. / , / STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. TREE PLANTING /I / SHALL BE CUT INTO MATTING OR OTHERWISE PERFORMED IN A MANNER THAT DOES / / / / NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 11 / 9. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE41) SHALL BE MATCHED AND SUPPLIED / / / / FROM THE SAME SOURCE (PER SPECIES). . I I / / 10.SOD SHALL BE ROLLED TWICE. LAWNS SHALL BE SMOOTH AND CONSISTENT. BLEND SOD // 11, It / / I EDGES INTO EXISTING LAWN- NO IRREGULARITIES. *S� / -4'1'1,�, 11. HYDROSEED MIXTURE (IN BMP AREA ONLY) SHALL BE BIG BLUESTEM 'ROUNDTREE' AT 4 LBS./AC., ',� � / �,_'- /I / , '_', ., IMPROVED PERENNIAL RYEGRASS AT 20 LBS./AC. AND SWITCHGRASS AT 2 LBS./AC. APPLICATION ,e�i:,�',`��,�' -, ."i / / , �,,,�,',,,��,,�� , ��,--"E.' SHALL BE HYDROSEEDED AT A RATE OF 2000 TO 3000 LBSJACRE IN (2) STAGES. CONTRACTOR I- .f'��-,�,,����,.�',�?-".-".,�, " / ,��_�,�,,�I­­'­ SHALL USE CONWED FIBERS ENVIROBLEND (70/30) MULCH (800.207.6457) OR EQUAL. APPLICATION " dt;'_"�,4�',��_,�,�� �,",�_Ii,�,.,, �, -1 / "�-�_`,_ , -, , ��`. " , SHALL BE THE FOLLOWING: FIRST, APPLY SEED TO CULTIVATED SOIL FOR 100% CONTACT. ­­�- ." - , ; �,� - -,�,,k-� ., ,��,V "_.'�','_'!",��!,�'. _�;, ,�,',__ "'R - SECOND, APPLY SLURRY HYRDOSEED MULCH MIXTURE. ALL SLOPES OF 2:1 AND GREATER SHALL / , _ � , -1 W��i,-�,��",,�`,�, ,,',,"�­1i','-­ `,,­.��, " " '. � " T ;­,"- ,,, --,f,�, -i- -�,­,,,` ��.,�,' - " '. 'I'l 4 1 . ,:., -, 11 � , , / ,_,�.�_. BE COVERED WITH STABILIZATION MAT PRIOR TO SEEDING. 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I ... /, -�,- , / - -, - 1-� ,/ ", �' 11 �, � --- � ,.."- I � __ _ __ - - __ -, - --- - - - _ / / / ,_ \ 0 20 40 80 -1 - � �, �, .1� - _ ­ -_ - - - - - 20-POPL R . . 1\ 11 / --.-. -.-- - I 1, :�', / / / / / ,"� .� "I I" I.- ,,- --- ____ -_ -_ , / / -_ ..I' . I ,- "I . _� � __ - - --- - -, / 11-1 (I , � 11 11 __ - __ - - __ ­ I- . / / / // / I'- �, I / / "I �,." 11 �, 1�1 -111, ",� - - - - -_ -- _ -- -- -- -- - _ / / - - - I \ / . - .� - 1� - ft. - __ _. - - __ __ - - __ / - , � , 11 / , , I ." __ . . - - -, - � - ��, ,,)�) / / /,� / 11 / / .1 . 1� 11 - / L_ I ,/vlr, ILA McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Cho r1oftesville, VA 22902 434-979-7522 www.mckeecarson.com IMcKee Carson and Field Sport Concepts, Ltd. I reserves its common law copyright and other I I Iproperty rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be I reproduced, changed, or copied In any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport , Concepts, Ltd. I Revisions: 1. 6/23/03 A & General klen.cy Comments 2.8/21/03A I kenc . y Comments & General evisions 3.9/29/03 ARB Comments 4.3/24/04A , kency Comments . � & ( I Ins Scale: 1" = 20' Date: 2/25/02 ProjectNo.: 0008 Designed, SWE Checked: FM I I Sheet No.: , - Of 11 I I MMMMEMNIII . P.4 U) �:) oe� 0!� �� (D I.� .,:� !.� P4 P-4 F..q cz P..4 k..;) U �4 :& 4 10 �J� �5 ;-4 . ,-" > *� z " Z .�;, 0 U �-� �:) W 0 )-� 49!!�e�___, U 0) 0�$ ,!!� -� W P-4 �7, F... q E� I. -e, �: P" U) 1.0 _< U U) �� P4 C) C) �7, P4 <� !._-� = Revisions: 1. 6/23/03 A & General klen.cy Comments 2.8/21/03A I kenc . y Comments & General evisions 3.9/29/03 ARB Comments 4.3/24/04A , kency Comments . � & ( I Ins Scale: 1" = 20' Date: 2/25/02 ProjectNo.: 0008 Designed, SWE Checked: FM I I Sheet No.: , - Of 11 I I MMMMEMNIII /%Ir° 11 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com F cKee Carson and Field Sport Concepts, Ltd. eserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. FScale: 1" = 30' Date: 6/23/03 Project No.: 0008 Designed: PROPOSED PLANTINGS PROPERTY LINE Checked: SWE O -<� Q { 1 LINE OF SIGHT IF VIEW_WAS —UNOBSTR cWn O ------------- OBSTRUCTED VIEW---------------4-------� ----------------- UNOBSTRUCTED VIEW re W QmA V O RICHMOND ROAD CORRIDOR ADJACENT PARKING/DISPLAY AREA ADJACENT PARKING/DISPLAY AREA TRAVELWAY EXISTING VEGETATION ADJACENT PARKING/DISPLAY AREA EXISTING HILLSIDE/PLANTING AREA PROPOSED DISPLAY/STORAGE PARKING BMP AREA SECTION "A" PROPERTY LINE PROPERTY LINE LANDSCAPE ISLAND EXISTING VEGETATIOON 1 WAS UNOBSTRUCTED-------------------------------------------------------------- --+' LINE OF SIGHT IF VIEW - OBSTRUCTED VIEW -------------- -----------_ -_ Pan lh-s' TRUCTED VIEW ------ ---- -- T __________OBSMw UNOBSTRUCTED VIEW _ _ RICHMOND ROAD ADJACENT PARKING/DISPLAY AREA EXISTING ADJACENT PARKING/DISPLAY AREA EXISTING VEGETATION TRAVELWAY/PARTS DEPT. STORAGE PROPOSED DISPLAY/STORAGE PARKING 120' CORRIDOR VEG. SECTION "B" UNOBSTRUCTED VIEW PROPERTY LINE K 1 O 1 O _ — � — _____ PARTIALLY OBSTRUCTED VIEW___ WAS—UNP _ BSTRUCTE ---------------- RICHMOND ROAD CORRIDOR ADJACENT PARKING/DISPLAY AREA EXISTING PROPOSED DISPLAY/STORAGE PARKINGPROP. PROPOSED DISPLAY/STORAGE PARKING PROP. PLANTING PROPOSED DISPLAY/STORAGE PARKING BMP AREA VEGETATION VEG. ISLAND SECTION "C" /%Ir° 11 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com F cKee Carson and Field Sport Concepts, Ltd. eserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.6/23/03 Agenvy Comments and General Revisions 2 9/29/03 ARB Comments 4.3/24/04A Comments & General revisions FScale: 1" = 30' Date: 6/23/03 Project No.: 0008 Designed: SWE Checked: SWE O -<� Q �+1-1, cWn O W V O Z�z Oo Revisions: 1.6/23/03 Agenvy Comments and General Revisions 2 9/29/03 ARB Comments 4.3/24/04A Comments & General revisions Sheet No.: Of: 11 FScale: 1" = 30' Date: 6/23/03 Project No.: 0008 Designed: SWE Checked: SWE Sheet No.: Of: 11 PLANTING SOIL MIX: NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX, 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS. PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, ON THE DRAWINGS. PLANTING PROCESS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT BACKFILL TO TERMINATE AT REFER TO TREE TOP OUTSIDE LIMITS OF STAKING DETAIL LIME AS RECOMMENDED IN SOIL REPORT ROOTBALL SITE PREPARATION: ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING LIMITS, BEGINNING AT NO MORE ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THAN 1" DEPTH AT TRUNK AND CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS DEAD PLANTS TREES 1 -INCH CALIPER TAPERING UP TO A DEPTH OF OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS 3" AT PLANTING PIT LIMITS, SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. THEN TAPER TO PROPOSED FINISHED GRADE 1' VARI S TYP. SEASONAL COLOR BULB AND PERENNIAL PLANTING SEQUENCE: I. EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAK THROUGH "HARDPAN" AND REMOVE ALL N ''`=•' I IIIII STONE, ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL -IIIII=!IIIII III={ 1 6-8 INCHES IN DEPTH. II Tom `IIIII ROOTBALL I{1I1- 2. SLOPE BASE OF BED TOWARD PERIMETER. =IIII 1 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL IT, III IIIII=IIIII IIIII =III =IIIII =II il= BACKFILL WITH CULTIVATED, AMENDMENTS BY VOLUME. l�1= ({ II_ IIII-=II 11= 11= IIII=1l ORIGINAL SOIL FROM PLANT CUT AWAY ALL WIRE BASKETS 711 j 6111_ 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE AND/OR NO RAPPING AFTER - �i=IIII =liili _ EXCAVATED PIT TMATERIAL IS NOT ROOTBALL WRAPPING AFTER STOCKPILE OR APPROVED IMPORT PRODUCT) FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL 25% HUMUS BURLAP ROOTBALL WRAPPING MATERIAL. AMEND BACKFILL 15% MULCH (FINGERNAIL SIZED CHIPS -1/4 -INCH MAX.) TO BE UNTIED FROM TRUNK COMPACT . CATIONS 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) AND CUT AWAY TO A POINT BACKFILL PER SPECIFICATIONS. LIFTS S. FOOT. 05% STERLIZED COMPOSTED COW MANURE AT LEAST 1/2 DISTANCE DOWN 05% SAND (ANGULAR BUILDERS SAND) ROOTBALL. WATER THROUGHLY AT 1/2 SCARIFY BASE OF PLANT PIT APPLY LIME AT A RATE OF 5 LBS, PER 50 SQ. FEET WHEN EXCAVATING PIT. BREAK RETURN AND COMPACT LOOSE (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO IN SOILS REPORT HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO 4. ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. DRAINAGE) PLANT PLACEMENT 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES B ROOTBALL PIT LD -001 ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS. IF SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND 5B SECTION CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER. 6. EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS, PER 100 SO, FEET AND RAKE INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB SMALL MEDIUM TREES >zrs D.C. BOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE. DO NOT USE - i• CALIPER rt ff. ANIMAL MANURES. M �- GROUND �c��tas 1ft D.C. e.g. PERIWINKLE 7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN PACHYSANDRA) ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. �'4,�264"� BULB DEPTH COO DD TTURF VER (BELOW FINISHED GRADE) 3• MINIMUM SHREDED HARDWOOD Rus 5" MULCH CROCUS 5" 60% SAND / 30% TOP SOIL / 20% LEAF MULCH C US TULIPS 8" OPTION 1: MULCH PLANTING BED HYACINTHS 8" DAFFODILS 8" IRIS 8" 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. SUPPLEMENTAL LANDSCAPE NOTES LD -003 NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. S RESTRICTED VA OF DEAD T I D T THE REMOVAL ALL PRUNING I RE R 0 2. AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER, 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) \ TRENCH EDGE AROUND ENTIRE MULCHEDREA TO BE 4" MIN. =11_ MOE=6666 '111141111 III IIIII ��•:•: �:: IIIII=IIIII: i =IIIII=( ..'. :�'•: :°:: IIIII =_ 'IIIII =IIIII ROOTBALL `' IIIII=IIIII =11111=4 IIIII '1-IIIII-��°•• =11411-=1' REFER TO ROOTBALL PIT DETAIL F SHRUB PLANTING LD -DDT 5B I SECTION N.T.S. •• 9 1*1• 0163111 :• - • -•- • N.T.S. DD -020 NOTES: 1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS, Lit FE DE PF TREE STAKING OPTIONS OPTION A: VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 2 STAKES AND GUYS PER TREE. SET STAKES 180° AROUND PLANT PIT 3- 2 PLY BLACK RUBBER HOSE; 12" MIN. OPTION B: DIAGONAL STAKING - (FOR EVERGREENS ONLY) 1- WOODEN STAKE ATTACHED TO TREE BY GUY WIRE ENCASED IN RUBBER HOSE AND DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF TREE PIT OPTION C: GUY WIRE STAKING- 3- #14 GAUGE SOLID WIRES TO BE PULLED TAUT WITH GALV. TURNBUCKLE, 3- 18" MIN. LENGTH TREE STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; 3 STAKES AND GUYS PER TREE. SET STAKES 120' AROUND PLANT PIT LO -002 RI S "I0TES: DETAIL TREE PLANTING SECTION N.T.S. 5B SECTION CORRECT METHODS OF TREE FENCING y ,wl 00 CORRECT TRU RM IN 00 TRIANGULAR BOARD FENCE Source: Va. DSCW TREE PROTECTION AND PRESERVATION FENCING XD -021 SECTION VIEWS N.T.S. 5B DETAIL N.T.S. 55 50 45 35 30 SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED LD -004 ot REFER TO TREE STAKING DETAIL i REFER TO ROOTBALL PIT -' DETAIL TREE PLANTING ON SLOPE N.T.S. 5B SECTION NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND PLANT PIT ON "UPHILL" SIDE COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED LD -005 N.T.S. I Ii 1+00 55 50 45 all 35 30 25 2+00 , / V flr.� McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights In these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Scale: AS SHOWN Date: 6/23/03 Project No.: 0008 Designed: SWE Checked: SWE H W z A O O � H V Oz�W (3) Q z Oo� � u STANDP PE 3' DIAME I / TOP 45. TOP 49.0 (SEE TR SFJ RACK, PE AIL SHEET 9 VV 100 YR MAXELEV. 46.81 ^ 10/11R MA> ELEV. 45.99 3 - 1' ORIFICES SE SHEET 5 F OR INV 42.00 PLANTING REQUIREMENTS SURFACE 41. INV, 36.00-77<';INV. IN •;. i f..••iti .:.i.. ,. is . 50/ SAND / . TOPSAIL / 20% LEAF MULCH. SAND: 0.02" - 0.04" ASTM C33 FINE) MIN, DEPTH 2.0' / NV UND AAS RDRAIN GRAVEL TO M43, 1/2" - 1" lo/P WRAPPED IN FILTER FABRIC 30 MIN. DEPTH 1.0' . 1� 6" PERF. PVC PIPE 10 1% MIN. TO STAND,DIPE. SLOPE / PROVIDE ACROSS ENTIR BOTTOM CF POND 0 20' O.C. PROVIDE LEAN -OUTS W TH INV. OUT 28.00 WATERTIGHT CAPS AT 50' INTERVALS AND AT ENDS OF PERFORATED PIPES. I Ii 1+00 55 50 45 all 35 30 25 2+00 , / V flr.� McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights In these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.6/23/03 A encx Comments & General Wevis>ons 2.8/21/03 Agenvy Comments & General revisions 4.3/24/04 A encX Comments & General revisions Scale: AS SHOWN Date: 6/23/03 Project No.: 0008 Designed: SWE Checked: SWE H W z A O O � H V Oz�W (3) Q z Oo� � u Revisions: 1.6/23/03 A encx Comments & General Wevis>ons 2.8/21/03 Agenvy Comments & General revisions 4.3/24/04 A encX Comments & General revisions Sheet No.: Scale: AS SHOWN Date: 6/23/03 Project No.: 0008 Designed: SWE Checked: SWE Sheet No.: Luminaire Schedule Locations Scale: F 1" = 40' 11 1 j, Symbol LabelOty Catalog Number Description Lamp File Lumens LLF ILLUMINATIVE A 6 TECHNOLOGICAL TYPE V 40OMH POS ALX 400-T5- 36000 0.72 SCIENCES Aim Y SEG.ies 1 A 4813.9 4644.1 ILLUMINATIVE AUTOLUX I TYPE B 3 SINGLE 40OMH IN HORIZ ALX 4. 36000 0.72 TECHNOLOGICAL IV FORWARD THROW POSITION SEG-BSies ies 4937.8 4670.9 20.0 SCIENCES WITH SHIELD 77.5 0.0 4 C 1 ILLUMINATIVE AUTOLUX I TYPE TECHNOLOGICAL RWARDD THROW SINGLE 40OMH IN HORiZ POSITION ALX 400-T4- 36000 0.72 a SCIENCES WITH 0.0 SEG-BS.ies Luminaire Locations Scale: F 1" = 40' 11 1 j, 2/25/02 Project No.: 0008 � No. Label Location X Y Z MH Orientation Tilt X Aim Y Z 1 A 4813.9 4644.1 20.0 20.0 77.5 0.0 2 A 4937.8 4670.9 20.0 20.0 77.5 0.0 3 A 4787.7 4766.9 20.0 20.0 75.9 0.0 v 4 A 4905.3 4791.4 20.0 20.0 77.1 0.0 OOO 5 B 4784.1 4507.7 20.0 20.0 -12.3 0.0 4784.1 4507.7 0.0 6 B 4934.0 4539.1 20.0 20.0 -13.0 0.0 4934.0 4539.1 0.0 7 A 4550.4 4716.0 20.0 20.0 78.8 0.0 8 B 4859.9 4523.8 20.0 20.0 -12.7 0.0 4859.9 4523.8 0.0 9 A 4673.4 4742.2 20.0 20.0 77.8 0.0 10 C 5021.5 4782.7 20.0 20.0 -65.9 0.0 Statisfics Description Avg Max Min Max/Min Avg/Min Calc Zone *1 1.8 fc 37.6 fc 0.0 fc N / A N / A NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. MANUFACTURER: VISIONAIRE LIGHTING, GARDENA, CA. 310.512.6480. 3. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 PARKING LIGHT POLE MANUFACTURER SPECIFICATION SHEET N.T.S. Notes 1, LIGHTING SHALL BE PROVIDED AS SHOWN IN THE SITE LIGHTING FIXTURE SCHEDULE. 2. SUBSTITUTIONS WILL NOT BE ACCEPTED UNLESS A FULL (SINGLE) PHOTOMETRIC LAYOUT AND SPECIFICATION SHEETS ARE PROVIDED IN COMPLIANCE TO THE COUNTY OF ALBEMARLE LIGHTING ORDINANCE. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS, ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 4. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 5. REQUEST & DOCUMENTATION FOR SUBSTITUTION MUST BE PROVIDED A MINIMUM OF 2 WEEKS PRIOR TO JOB BID, 6. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY MCKEE CARSON CONSULTING ENGINEERS FOR DOCUMENTATION REVIEW AND COMPLIANCE, WILL BE AT THE EXPENSE OF THE CONTRACTOR. 7. ELECTRICAL CONTRACTOR TO VERIFY VOLTAGE(S) PRIOR TO ORDER ENTRY, 8. ALL STANDARD FINISHES FOR THE FIXTURES SHALL BE BLACK. 9. CONTRACTOR TO COORDINATE ALL SLEEVING LOCATIONS WITH LIGHTING CONTRACTOR. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION. ALL SLEEVES SHALL BE 3" MIN SCH. 40 AND BE EXTENDED BEYOND PAVEMENT LIMITS INTO GRASS AREAS, CONDUIT SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR PRIOR TO PAVING INSTALLATION. 10. CONTRACTOR TO SELECT AND DETERMINE TRANSFORMER SIZE APPROPRIATE TO DESIGN AND CONSULT LA ON LOCATIONS OF ALL TRANSFORMERS. 11. CONTRACTOR TO INSTALL WITH EXTREME CARE ALL FIXTURES AND WIRES BELOW CANOPY OF EXISTING TREES. 12. ALL LIGHTS SHALL BE CONTROLLED BY A COMBINATION OF PHOTOCELLS AND TIMERS. TIMERS AND HOUSE METER SHALL BE LOCATED ON THE BACK -SIDE OF THE PROPOSED WALLS WHERE APPLICABLE. TIMERS SHALL OVERRIDE PHOTOCELLS AT 10:00 P.M. SO THAT ON-SITE LIGHTINGIS REDUCED BY 85%. COORDINATE LIGHTING EFFECT WITH LANDSCAPE ARCHITECT DURING INSTALLATION. 13. CONTRACTOR TO PROVIDE LIGHTING INSTALLER AS -BUILT UTILITY PLANS PRIOR TO LIGHTING SYSTEM INSTALLATION. 14. ALL LIGHTS SHOWN ARE IN THIER APPROXIMATE LOCATION. FIELD ADJUSTMENTS SHALL BE DONE, CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR FIELD APPROVAL. 15. ALL PROPOSED POLES INSIDE PARKING AREA SHALL BE MOUNTED ON A 24" CONCRETE BUMPER. 16, THIS PLAN AMENDS SDP 99-21 (PARCEL 14A) AND SDP 99-114 (PARCEL 14), 17. ALL STANDARD FINISHES SHALL BE DARK BRONZE TO MATCH EXISTING POLES. NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT AND POLE SPECIFICATIONS PRIOR TO ORDERING, PATTERN AND GROUNDING REQUIREMENTS, 2. MANUFACTURER: VISIONAIRE LIGHTING, GARDENA, CA. 310.512.6480 3. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 PARKING LIGHT POLE MANUFACTURER SPECIFICATION SHEET N.T.S. CA RRIA GE HILL APAR TMENTS JOHN L INKOUS i MAZDA/VW rich, - 11/10 ,D '40 SHOP 1J ' J0.0 04 o.o oo 0.0 0.0 0.0 0.0 o.a 0.0 0.6' 0.0 0.0 o.o t 0.0 p. o.o oo 0.0 0.0 0.0 oo co 0.0 0.0 0.0 0.0 0.0 0.0 t� TOWN & COUNTRY MO TOR L ODGE Scale 1"=40' Contour Interval=2' 0 40 80 160 /% I r. WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com F cKee Carson and Field Sport Concepts, Ltd. eserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Scale: F 1" = 40' 11 1 j, 2/25/02 Project No.: 0008 � a Checked: H A rich, - 11/10 ,D '40 SHOP 1J ' J0.0 04 o.o oo 0.0 0.0 0.0 0.0 o.a 0.0 0.6' 0.0 0.0 o.o t 0.0 p. o.o oo 0.0 0.0 0.0 oo co 0.0 0.0 0.0 0.0 0.0 0.0 t� TOWN & COUNTRY MO TOR L ODGE Scale 1"=40' Contour Interval=2' 0 40 80 160 /% I r. WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com F cKee Carson and Field Sport Concepts, Ltd. eserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.6/23/03 A envy Comments & General revisions 2.8/21/03 Aenvy Comments & General revisions 3.9/29/03 ARB Comments 4.3/24/04 ARB Comments & General Revisions Scale: F 1" = 40' 11 Date: 2/25/02 Project No.: 0008 � a Checked: H A o v W CO E� 10-4 OOO o Revisions: 1.6/23/03 A envy Comments & General revisions 2.8/21/03 Aenvy Comments & General revisions 3.9/29/03 ARB Comments 4.3/24/04 ARB Comments & General Revisions Sheet No.: 6 Of: 11 Scale: F 1" = 40' 11 Date: 2/25/02 Project No.: 0008 Designed: SWE Checked: ERF Sheet No.: 6 Of: 11 A-1 A-2 A-3 Ex. A-2 6-1 co 70 95 70 70 65 90 65 65 60 85 60 60 55 80 55 55 50 75 50 50 45 70 45 45 40 65 40 40.66a6 Coco 35 60 35 35 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 STORM SEWER A PROFILE STORM SEWER B PROFILE C-1 C-2 11 70 70 65 65 60 60 55 55 50 50 45 45 40 40 35 35 0+00 1+00 2+00 STORM SEWER C PROFILE D-3 co r nco 65 65 65 75 60 60 60 70 55 55 55 65 50 50 54 60 45 45 45 55 40 40 40 50 1-000 35 35 35 000, 45co 30 30 30 40 0+00 1+00 0+00 1+00 2+00 3+00 4+00 STORM SEWER E PROFILE STORM SEWER D PROFILE p r Cp co ow �� M~ cD o I pa '-Oab O a~ I ~~ Q Q f-- i I I 1 � I PROPOSED GRADE I� I 1 I �DPE � 12.07% I � � PROPOSED GRADE I I I EXISTING GRADE I I / HDPE 3.38% � I 352.86 F / I. I / EXISTING jGRADE vt � OO O O O z� O z i � Z zz� Zz I C> p � � r.. N n I J cn Project No.: 0008 O O W i � O i oW o i o am ON z o O OJ I I �n co o am � o a m O � �-im ON OQ ON I.Zi 44 o Oo PROPOSED GRADE as � EXISTING GRADE I � � PROPOSED GRADE � f 1 56.25LF F 15" RCP � 1.00% ' I I � � { i f I PROPOSED GRADE XlS TING GRADE Q I I � � I EXISTING RADE �1 I / I �m � i O W O I I � 1`3 I I I j I I I � — m O r O c N I z zz z ( b � I I— I I— O O= z zz o cow � � o� cn Project No.: 0008 Designed: ERF i ERF Q� oW ��J O NJ z o O OJ I I �n co o am � o a m O � �-im ON OQ ON I.Zi 44 o Oo } as � I � PROPOSED GRADE � f 1 56.25LF F 15" RCP � 1.00% ' I I � � { I f I PROPOSED GRADE XlS TING GRADE Q I I � � I EXISTING RADE I / I �m � i O W O I I � I I I j I OZz � — m O O c I z zz z � I C> o � rn F co � ch 'v r� cn Project No.: 0008 Designed: ERF i ERF oW ��J � z o O to p 0 ow o am � ( OQ I.Zi 44 o Oo } as � I � I i I PROPOSED GRADE Q I I i I EXISTING RADE I I / i I I � I I I j I c I I I c � GRAaE ' I I I I I i I i ,15N ND i ! 50,5g�F I I i O � p O Z I z ! -<e4C)> % P4aj /%I r' McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.Com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Spo Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third parry without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. F H: 1" = 20'1 V: 1" = 5' Date: cn Project No.: 0008 Designed: ERF Checked: ERF � z o O to p :� ow � I.Zi 44 o Oo as i Q , I i F— I I � I I I j c I I c PRjOPOSED GRAaE I � PROPOSED GRADE / I I / 0°'°� I I EXISTING r4ADE � 09.10 I � 3 o � EXlS TING RADE I I I , p ! W O O O I Z I � I I 'z_ I Z /%I r' McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.Com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Spo Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third parry without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.6/23/03 A encX Comments &General �vrsions 2.8/21/03 A envy Comments & General Wevrsions F H: 1" = 20'1 V: 1" = 5' Date: cn Project No.: 0008 Designed: ERF Checked: ERF � z o O :� HWS � I.Zi 44 o Oo as Revisions: 1.6/23/03 A encX Comments &General �vrsions 2.8/21/03 A envy Comments & General Wevrsions Sheet No.: Of: 11 F H: 1" = 20'1 V: 1" = 5' Date: 2/25/02 Project No.: 0008 Designed: ERF Checked: ERF Sheet No.: Of: 11 Location Map Notes Legend Scale-, 1"=400'_- 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM CE CONSTRUCTION ENTRANCE MU MULCHING MU STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROLnow= OND R0 OS. 25) HANDB TOIONSND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL E. & S. STD. & SPEC. NO. 3.02 E. & S. STD. & SPEC. NO. 3.35 M c ° 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE SF SILT FENCE -X X X_pC DUST CONTROL DC PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND E. & S. STD. & SPEC. NO. 3.05 E. & S. STD. & SPEC. NO. 3.39 "`r�v-t� " ►'`=! DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. - +- 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE IP STORM DRAIN INLET PROTECTION ® 1.O TOPSOILING FIRST STEP IN LAND CLEARING. E. & S. STD. & SPEC. NO. 3.07 E. & S. STD. & SPEC. NO. 3.30 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED CULVERT INLET PROTECTION ( Z s C I ON THE SITE AT ALL TIMES. CIP E. & S. STD. & SPEC. NO. 3.08 TP TREE PROTECTION X---X--X- *� Nro 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 TEMPORARY DIVERSION DIKE FORTREVIEWRANDAAPPROVAIL BYSTHELPLAN APPROVING AUTHORITOL PLAN TO THE OWNER DD E. & S. STD. & SPEC. NO, 3.09 >� 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION TEMPORARY SEDIMENT TRAP ...........' ..."'""...... . � -' O_• CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ST E. & S. STD. &SPEC. LA0. 3.13 ... . ..... . . . ..................: d VV 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL ----------------i TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL SB TEMPORARY SEDIMENT BASIN - C STABILIZATION IS ACHIEVED. E. & S. STD. &SPEC. LA0. 3.14 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING OUTLET PROTECTION DEVICE. E. & S. STD. & SPEC. NO. 3.18 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. Conservation Plan Checklist (HANDBOOK, PP a -M-117-297 FOR COMPLETE SPEOFICATKMI 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLANE TREES TO BE SAVED - LIMITS OF CLEARINGOUTSIDE DRIP LINE OF TREES TO BE SAVED); LOCATINi8 AND OF PROTECTIVE FE PRPROPPOOSEDTRENCHING OR T1M�ING BEYOND THE LIMITS OF CLEARING. 2, MARKINGS: ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT NO GRADING T SEM UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED K r / '' `' �r BY A COUNTY INSPECTOR , t ( ) ! ;t , / t '\ n1. ,� a PRe-coNsrRucraN coNFEaE►reE, II WEIR 3.3 2.5 (EL• 68) �/ / / /' / b f /it Ij / j ;� s'� `' f' _ �. CONTRMAEMVON BITE PROTECTION MEASURES SHALL BE REVIEWED WITH THE / ��( / / \\\ 4. EQUIPMENT OPERATION AND STORAGE % i / ' J I r i % it ,i' 'ice \ !� HEAVY ECUPMENT, VEKXILAR TRAFFIC AND STORAGE TRUCTIOM MATERIALS i _ _ - _ - ,' / / ✓ / bO / l l ' l �' l ,�' INCLUDING 801E SHALL NOT BE PERMITTED WITHIN THE OF TREES TO BE SAVED. !i. SOL EROSION AND STORMWATER DETENTION DEVICES _ _ .... - - - - , ,/ / /' \ , SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. ! /-------- & - - - - - - r "/ ,j ✓ , % ` / t ` \ i' \ \ M L FIRES Y FLANS ARE NOT PERMITTED WITHIN 100 FET OF THE DRIPLI E OF TREES TO BE SAVED. / J _ ._. __.. _ " ' f { / ' / f 4' 7. TOXIC MATERIALS: ✓ % - / { / !, ) iv } ; • o� �• . ,: ,• \ , TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLI E OF TREES I ) / , / 1 ' / O - r 50 TO BE SAVED. a PROTECTIVE FENCING: ACTIVITY t' / ' / #1 { i' / ' "' / j ` `�` TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING AC / / &�A�L � PROTECTED BY FENCING FENCING SHALL gg�� INSPECTED AND APPROVED BY A / / / I �f. / / { r / - / / / CO<MNTY INSPECTOR PRIOR TO GRADING OR CON8TRlJCT10N J f / ✓ Q /" _ i �' ' 1' y rte' S. TREE WELLS ✓�S WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE ppppm� OF A TREE TO BE \ n , SCA VED A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED / ✓ / % / ��,J','i' FOR AaPROVAI. / r f / / I r r1 �` „ , m �d \ ', 10. TREE WALLS: I ✓ / / r r ' b ✓ i / % _ ,� ` \` „ �� J � '\ �, WHEN THE LEVEL MUST BE LOWERED WITHIN THE DRIPLIE OF A TREE TO BE /-- - f ✓ �� / % I I '' / t� ✓ f �D \��c� \,;' ,t', BA�yALTr� WALL SHALL BE PROVI AND A CONSTRUCTION DETAIL. SUBMITTED FOR 1 I % i J 1-1 5 ,• J SHE OH TRENCHING AND TUNNELING ONE -=OHE ATRENCHING IS REMARED WITHIN THE LIMITS OF OTOTO BE DONE AS E. )-A- FAR �,_ F/RWAY FROM TRUNKS OF TREES A8 P AItRA LARGE r SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY / / \ ✓ / / ' r �" \ \ 4� J ,' TRENCHING WILL DESTROY FEEDER ROOTS 12. CLEANUP /4I� /� ER \ PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. / J / / / +~ ' --�"" ! rr - 1s. DAMAGED TREES: , / ` , /, / / / 1 / / ;J )r ��° - \ �/_ - j� \ ` ,i �. .�-_IV-$ SIGN i / , .� ' �. ' J / / ` ` • ZC }i. r ,'' PIs \ AT \• Qti DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OT' ^�? METHODS RECOMMENDED BY A TREE SPECIALIST. /NOTEs IT 6 THE TREE CONSERVATION L�RESPONSB RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON / ✓ - r D ✓" / 1 STORY BR/CK ✓ - / FF : 72.0 1Z it --------------- OWNER'S SIGNATURE DATE / j // ` , J { D , /' / / - -ti ` I' j'� � , � It � � ..•'"- ' / /✓ / i \ /''\ '< CONTRACT PURCHASER SIGNATURE DATE / / r / ,/ - lJ '� i/ J J ! _ _ - , _ _ - _ - " _ _ j . '/'"�• / j / r/ -DNIf METAL DA FOR TREE PROTECTION DETAIL SEE LANDSCAPE DETAILS , ✓ OP 't� `: _ti- it _ _ - - I / i 1r - - - -- - i r - y'• •, - / I / \ l' /,(� t. / i i 1 It 00 00 14 24' POPL/�R /) �' �' ( t i! / l / f / % \ j i i I j l It it 70 14 CHESTk 7' , � rf �' ' \ '' / /� '`( �• ^' ^ ' / / '� � - _- ✓ ! ) ' , J i' _ - y.� _ y Y�.�' fir• f". �� ' I / � j, // 12 E0 DD _ _ / ✓ /? j ` r , "'ry r v -v- ti -v ti v�� - r r ,'�vrw , v , Ott ✓ ! - _ -' \' / 1 t / / j 18" CHESTN(yT t i - -- \\\ i .H`_, y`y 1 ��r �i� r - _ - - - _ ��.. ' �' - / ✓ ✓ / I Iif s r / -y\ \ IP 1= , V Q A V ^ / / / �_, / / / ( B"' _ i _ __ ^' __..- ___ - _- �,._-� � - , ✓) / / j ' ..-. I / %'`/� r / V UT / It TP TP � O / I ' ' I � -/'� = 7 _,! _ � \ � \ \ P � f ` / / / / J f / / / .,C / ! � 7 ` / ' / i �'' ��. /� / - _- -_ .__ j ire I / / / / ` '' � ` ^." "`` \'..,. ` - - - _ O \ \ / ��' '/ , J / i / / � j + (' /J , I (! � /i / / ! r ' i /�Y`y •r�`%S` /, L ����Y ..S.�.J^,,.'Y� ' ^y^'''`tom r'!`IVY1r.rr1" Y el •, / 20" POPLAR Q:4"" .-- �� �• �i / / �� -- \ / I r� f It 28" POPL Al �' / , : �� �` f / / \ _ \ ���-i- 1' �"� / " ✓ !1 i I ! /' f' �'/ _ �(�= x'�� CONTRACTOR USE EXTREME CAUTION IN THIS AREA SO NOT TO DISTURB OR DAMAGE TREES TO BE PRESERVED. up , i 1 CONTRACTOR TO' NOTIFY LANDSCAPE ' / / ! �// i 1 t REQUIRED IN TIS AREANY ACTIVITY .,i'� 7b�-(-,\OP� i �r/\ r'� 'i ",- `"• ` i 1' ` 1 I � t / ` ~ . / / r / / J � �- I ^t / / / �/ / ✓ / f if IP)20 PQPLAR /` ice%"` ' % ' ✓✓ / /, r- \ J ,f° / , �� �"' / / , `/ FOR TREE PRt�fECTION D SAIL 1 i ✓ S -- -- / `� -}/ QP / ' I ✓ X - /, / _ i / SEE LAND SSiAPE DE I NILS " 24,, POPL,}R" ✓ . TP / ✓ i' // /✓ / TP / % SF /'/ ✓' ;�: /,� 'F i ` • ,� ,.r %� // / ;/ r'` /' /� -- - -~ - - - ,CONTRACTQR�USE EXTREMO CAU„00N /// �/ r�'`•- ( / / _ IN THIS Aft A SO NOT TD IST}d BI Scale 1 _20 Contour interval_2 POPLA�4 / "�,� X / , / / •` ./ / ✓ ✓ � / / % / �' D•AktAGE TREES .SA� $E"PREVE[J�:: / ✓ i' / /' TFC _ - CONTRAVC -TO NOTIFY -LANDSCAPE/' ,--' / i! i r k�jr�x�x..:��cT i / / / _ _ - - - ' / �'/ ✓ ✓ / / / /ITEECT PRIOR__T-O`ANY ACTIVITY/ ��, •-' /` ✓ / / / /' ,-. /% / ✓ / / _ - --"EQUIRED_11*-TEM AREA. Ile 0 20 40 80 20;% POPE F` -- �"` / � - -- : - '' � / �' i � ✓ )'' / t � � � / �- ' o' i / /' � " _- • _ " .,,,,,-_,.. -- -' -` -- ' _ ' "" _ - / / / - TRAP NO. 1 Scale: A = 0.55 AC. Date: 2/25/02 ELEV L W D Z BOTT 25 5 O �, 4.0 1 WET/DRY 33 13 co 1.7 2 DRY/WEIR 40 20 MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EVA High Sirest Charbtlsavie, VA 22902 434-979-7522 www.mckescamon.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights to these drawkW. AN Ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party WNW first obtaining the express pennlssion and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: Co 1.& Ge neral onsmments 2 &8/ o I)Comment, rwa Scale: 1" = 20' Date: 2/25/02 Project No.: 0008 Designed: SWE/ERF Checked: ERF O �, oz co U z 0 W4 C)z z � zu Qaa O O o� a� W Revisions: Co 1.& Ge neral onsmments 2 &8/ o I)Comment, rwa Sheet No.: Of: 11 Scale: 1" = 20' Date: 2/25/02 Project No.: 0008 Designed: SWE/ERF Checked: ERF Sheet No.: Of: 11 CONCRETE TO BE CLASS IF CAST IN PLACE; 4000 PSI IF PRECAST NOTE: DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF CURB .MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN. VDOT STANDARD CG -2 CURB A" ACE 8 BASE ASE PD -001 SECTION N.T.S. ASPHALT PAVING PARKING SECTION 1" SURFACE COURSE VDOT STANDARD SM -9.5A (FINAL SURFACE) 1.5" SURFACE COURSE VDOT STANDARD SM -9.5A (FOR CONST. STAGING) 6" COMPACTED AGGREGATE SUBBASE VDOT MA COMPACTED SUBGRADE A AN N.T.S. - - ` PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PLAN VIEW La =i II d FILTER CLOTH SECTION A -A KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER A I- A 3d o (MIN.) A4ft do �- PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW I La 1 1 I 0 % _ d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. OUTLET PROTECTION - PIPE XD -016 PLAN AND SECTION N.T.S. 4' 2' 4' FILTER FABRIC RIP RAP DITCH 18" MIN. (TYP.) �9 J SECTION MINIMUM N.T.S. NOTES: SEE ANTI -VORTEX DEVICE DETAIL 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAND WHEEL TO HEIGHT OF EMBANKMENT (FEET) INSURE THAT ALL JOINTS ARE WATERTIGHT. HO W CORRECTIVE MEASURES WILL BE THE 96" BCCMP TRASH RESPONSIBILITY OF THE CONTRACTOR. RACK W/ ANTI- 2.0 SUPPORT 2.0 VORTEX DEVICE 2.0 BAR 2. CONTRACTOR SHALL PROVIDE SHOP DWGS 8" 1.5 2.5 -+--------- FOR THE RELEASE STRUCTURE. 3.0 2.0 2.5 3. PROVIDE STEPS IN RISER, VDOT STD ST -1 H VALVE STEM 2.5 3.0 F --q HO RUST PROOF 4.0 CREST OF 3.0 RISER: 396.50 3.5 4.0 ti 60" RCP RISER RIGINAL VALVE STEM 4.0 4.5 WATERTIGHT SUPPORT (TYP.) SEAL RUST PROOF °° ° 6" BUTTERFLY VALVE o VDOT #3, 05, OR MAX. DEPTH = 4' g SET VALVE IN 3,000 PSI #357 STONE PILED i,C MIN CONCRETE BASE AROUND PERFORATED / 36" RCP BARREL RISER PIPE i 6" CLASS 53 DIP PIPE AT 2.00% MIN. PROVIDE 900 DIP BEND, AND 8" PER- o. ' CONCRET�'BA$E ") 18" DEPTH FORATED RISER PIPE AND CAP • 13 8A•RS-Ad 12'' O.C. '0 84" DIAMETER POND RISER - BMP SECTION NTS NOTE: CONTRACTOR TO REFER TO MANUFACTURER FOR VERIFICATION OF BOLT PATTERN AND GROUNDING REQURIEMENTS. PLAN 4- 3/4"X18"X3" HOT DIP GALV. L -TYPE ANCHOR BOLTS; REFER TO MANUR SPECS FOR BOLT PROJECTION RANGE 4- #5 BARS, 4'-6" LONG -�---- CONDUIT, TYP. 8- #4 TIES; 2" MIN. CLEAR SURROUND; TYP. 3 15 3" O.C.-TOP 5012" O.C.-REMAINING COPPER GROUND; 1' MIN. 3000 PSI REINF. CONCRETE Z_ COMPACTED SUBGRADE \///% j\�/�/ SECTION LIGHT POLE FOUNDATION -ROUND PLAN AND SECTION iDPE STRUCTURAL "LASTIC TOP VIEW + � 7/ SCALE PLASTIC 240 McGhee Road P.O. Box 4386 SOLUTIONS Winchester VA 22604 INC. 540-722-4694 www.plastic-solution.com TRASH RACK ASSEMBLY TRASH RACK MANUFACTURED /-BY PLASTIC SOLUTIONS INC. TOP OF RISER 36" RCP 36" PYRAMID TRASH RACK WITH CONCRETE RISER DD -028 DETAIL N.T.S. DRAINAGE SWALE DIRECTS FLOW 3" BM -2 ASPHALT TO SEDIMENT TOP COURSE 70' MIN. BASIN EXISTING 2% 2% PAVEMENT - •o FILTER 6" MIN. 6" 21A AGGREGATE CLOTH BASE EXISTING SECTION A-AEX. CURB OR GROUND / cnrnc nc PAVEMENTI 70' MIN. B ASPHALT PAVED WASHRACK AL A EXISTING 1 B POSITIVE DRAINAGE PAVEMENT TO SEDIMENT *MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS OPERATION PLAN VIEW 12' MIN. CLOTH SECTION B -B NOTE: A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 'D� PAVED CONSTRUCTION ENTRANCE XD -001 9 J PLAN AND SECTION N.T.S. DESIGN HIGH WATER 46.64 (25 -YR. STORM ELEV.) y MIN. 0.5'1 67 C.Y./ AC. "DRY" STORAGE �;��-''u 67 C.Y./ AC. "WET" STORAGE ltz:; SEDIMENT CLEANOUT POINT 40.25 49.00 MIN. 2.0' MIN. 3.0' MAX. 1.0' if RISER CREST 45.50 DEWATERING 771, ;FT DEVICE INV. 42.00 DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) SEDIMENT BASIN SCHEMATIC ELEVATIONS XD -010 SECTION N.T.S. DETAIL XD -007 N.T.S. x GRAVEL FILTER RUNOFF WATER 12„ WIRE MESH /��FILTERED WATER 0 0 D Q 0 �r o a _ .4 ISI SEDIMENT ��IIII�_ o A° illi a CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. x GRAVEL SHALL BE VDOT #3, 0357 OR 5 COARSE AGGREGATE. GRAVEL CURB INLET SEDIMENT FILTER DETAIL ORIGINAL 1I l l GROUND ELEVATION VAR* 1.0' 67 CU. YD./ACRE VARIABLES` N J 67 CU. YD./ACRE (EXCAVATED) 4' MAX. ORIGINAL FILTER GROUND CLOTH ELEVATION .SEE TEMPORARY SEDIMENT TRAP COARSE ,�� CLASS I DIMENSIONS DETAIL AGGREGATE RIPRAP CROSS SECTION OF OUTLET LENGTH (IN FEET) = 6 x DRAINAGE AREA CLASS I RIPRAP (IN AC.) DIVERSION DIKE COARSE AGGREGATE EXCAVATE / AREA - _ FILTER CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) TEMPORARY SEDIMENT TRAP PERSPECTIVE AND SECTION XD -004 N.T.S. XD -008 1. SET THE STAKES. 6'MAX. FLOW - III _- a„•. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES, ILII 1 � 4„ 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. III W-, SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW A 16, MA) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (WITHOUT WIRE SUPPORT' DETAIL SII XD -009 N.T.S. /% Ir° McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS �z 02/25/02 ACCORDING TO HEIGHT OF EMBANKMENT (FEET) H HO W SLD J. W 1.5 0.5 2.0 2.0 1.0 2.0 A 2.5 1.5 2.5 -+--------- 3.0 2.0 2.5 H 3.5 2.5 3.0 F --q HO w 4.0 3.0 3.0 4.5 3.5 4.0 ti RIGINAL 5.0 4.0 4.5 GROUND ELEV. Gill Ilill I EXCAVATED AREA I I� I MAX. DEPTH = 4' TEMPORARY_ SEDIMENT TRAP- DIMENSIONS DETAIL XD -007 N.T.S. x GRAVEL FILTER RUNOFF WATER 12„ WIRE MESH /��FILTERED WATER 0 0 D Q 0 �r o a _ .4 ISI SEDIMENT ��IIII�_ o A° illi a CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. x GRAVEL SHALL BE VDOT #3, 0357 OR 5 COARSE AGGREGATE. GRAVEL CURB INLET SEDIMENT FILTER DETAIL ORIGINAL 1I l l GROUND ELEVATION VAR* 1.0' 67 CU. YD./ACRE VARIABLES` N J 67 CU. YD./ACRE (EXCAVATED) 4' MAX. ORIGINAL FILTER GROUND CLOTH ELEVATION .SEE TEMPORARY SEDIMENT TRAP COARSE ,�� CLASS I DIMENSIONS DETAIL AGGREGATE RIPRAP CROSS SECTION OF OUTLET LENGTH (IN FEET) = 6 x DRAINAGE AREA CLASS I RIPRAP (IN AC.) DIVERSION DIKE COARSE AGGREGATE EXCAVATE / AREA - _ FILTER CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) TEMPORARY SEDIMENT TRAP PERSPECTIVE AND SECTION XD -004 N.T.S. XD -008 1. SET THE STAKES. 6'MAX. FLOW - III _- a„•. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES, ILII 1 � 4„ 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. III W-, SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW A 16, MA) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (WITHOUT WIRE SUPPORT' DETAIL SII XD -009 N.T.S. /% Ir° McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.6/23/03 Agency Comments & General Revisions 2.8/21/03 Agency Comments & General Revisions Scale: AS SHOWN �z 02/25/02 Project No.: 0008 O� SWE Checked: SLD J. A V"9 F --q w � � OOO Revisions: 1.6/23/03 Agency Comments & General Revisions 2.8/21/03 Agency Comments & General Revisions Sheet No.: Of: 11 Scale: AS SHOWN Date: 02/25/02 Project No.: 0008 Designed: SWE Checked: SLD J. Sheet No.: Of: 11