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HomeMy WebLinkAboutSDP201500057 Plan - Approved 2016-03-07i In - NINE, - N R G A INDUST'"' -'IA OFFIC-1 TAX MAS 32, 17) ARD C E L 1'7B5 SITE DATA ILI SITE PLAN NUMBER: SDP201500057 LEGAL REFERENCE: TAX MAP 32, PARCEL 17135 SOURCE OF TITLE: DB 1126, PAGE 281 PARCEL ADDRESS: 1581 AIRPORT ROAD CHARLOTTESVILLE, VA 22901 OWNER/APPLICANT: DCF LLC WM 2885 EARLYSVILLE ROAD SSM EARLYSVILLE, VA 22936 ZONING: LI -LIGHT INDUSTRIAL, AIRPORT IMPACT AREA, ENTRANCE CORRIDOR OVERLAY MAGISTERIAL DISTRICT: RIO LP SOURCE OF BOUNDARY: PLAT RECORDED IN DB 297, PAGE 5 SLOPES VDOT RIGHT OF WAY AQUISITION RECORDED IN DB 2258, PG 107. SETBACKS: 30' UNDISTRUBED BUFFER BETWEEN LI AND RA DISTRICTS 0.0% 30'PARKING SETBACK FROM RA DISTRICTS PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE 50' BUILDING AND EQUIPMENT STORAGE SETBACK FROM RA DISTRICTS SURFACE MATERIAL -1 10 BUILDING SETBACK FROM RIGHT-OF-WAYS 190,381 NOTE: PARTS, MATERIALS AND EQUIPMENT STORED IN THE STORAGE AREA SHALL Total NOT BE STAKCED HIGHER THAN THE SCREENING FENCE AND PLANTINGS VDOT #21A PURSUANT TO 5.1.52(c). OPOGRAPHY 2 FOOT CONTOUR INTERVALS INTERPOLATED FROM ALBEMARLE COUNTY GIS DATA COUNTY, SHEET INDEX C-100......... COVERSHEET C-101......... EXISTING CONDITIONS AND DEMOLITION PLAN C-102 ......... EXISTING CONDITIONS AND DEMOLITION PLAN CONT. C-201........ SITE PLAN C-202 ........ SITE PLAN CONT. C-203 ........ GRADING & UTILITY PLAN C-204 ....... GRADING & UTILITY PLAN CONT. C-205 ....... LANDSCAPE PLAN C-301 ....... SITE DETAILS AND NOTES LEGEND PP POWER POLE WM WATER MATER SSM SANITARY SEWER MANHOLE FFE FINSHED FLOOR ELEVATION TPD TELEPHONE PEDESTAL LP LIGHT POLE inMANAGED SLOPES SOURCE OFT - DEPARTMENT OF COMMUNITY DEVELOPMENT Post -Development PLANNER/ZONING Buildings (USGS DATUM). A VISUAL INSPECTION OF THE TOPOGRAPHY WAS PERFORMED BY NOTES: 1.5% ARB TIMOTHY MILLER, L.S. ON JULY 6, 2015 AND VERIFIED THAT IT IS CORRECT. 7,424 VIRGINIA DEPARTMENT OF TRANSPORTATION Equipment Storage Pavement ALBEMARLE COUNTY SERVICE AUTHORITY 0.0% 1. PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE PAVING SPECIFICATIONS: SURFACE MATERIAL -1 1/2" VDOT SM9.5A 190,381 PROPOSAL AS DICTATED BY SECTION 4.14.1-4.14.5 OF THE COUNTY CODE Total BASE MATERIAL - 6" VDOT #21A 326,205 AND THE USE SHALL BE SUBJECT TO THOSE STANDARDS. N N N T 32-17A 2. THIS USE IS SUBJECT TO SECTION 4.18 NOISE REGULATIONS. SIDEWALK SPECIFICATIONS: SIDEWALK - 4" CONCRETE o 3. THIS SITE DOES NOT LIE IN AN ALBEMARLE COUNTY WATER SUPPLY Of BASE MATERIAL - 4" VDOT 57 WATERSHED. 0 0 4. KNOX BOX SHALL BE INSTALLED PER THE DIRECTION OF THE ALBEMARLE CURRENT USES: VACANT J COUNTY FIRE MARSHAL OFFICE. PLEASE CONTACT DURING CONSTRUCTION m m TO DETERMINE THE LOCATION 434-296-5833. PROPOSED USE: GENERAL INDUSTRIAL OFFICE 5. BASED ON THE INFORMATION AVAILABLE AT THIS TIME THE AVERAGE OUTDOOR EQUIPMENT STORAGE DAILY TRIPS FOR THIS SITE WILL BE 30 VPD. PARKING SCHEDULE: REQUIRED: PROVIDED: WATER AND SEWER: SWM WATER QUALITY: 1 SPACE/200SF OFFICE SPACE= 800SF/200SF=4 SPACES 1 SPACE/500SF WAREHOUSE SPACE= 4,200SF/500SF=8.4 SPACES 1 SPACE PER EMPLOYEE = 3 EMPLOYEES/1 = 3 SPACES 15 SPACES (INCLUDES 1 HANDICAP SPACE) ALBEMARLE COUNTY WATER AND SEWER AUTHORITY ONSITE BIORETENTION - LEVEL 2. SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT Post -Development PLANNER/ZONING Buildings ENGINEER 0.3% INSPECTIONS 1.5% ARB 14,981 DEPARTMENT OF FIRE RESCUE 7,424 VIRGINIA DEPARTMENT OF TRANSPORTATION Equipment Storage Pavement ALBEMARLE COUNTY SERVICE AUTHORITY 0.0% 6. VISIBLTTY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. - -, v Land Use Table Description Pre -Development % Post -Development % Buildings 816 0.3% 5,000 1.5% Parking Pavement 14,981 4.6% 7,424 2.3% Equipment Storage Pavement 0 0.0% 123,400 37.89/o Pervious 310,408 95.2% 190,381 �ZOE a0a Total 326,205 100.0% 326,205 100.0% 2 VICINITY MAP c-5SCALE: 1 "= 1000' TMP 32-10 AIRPORT AUTHORITY ZONING: RA 1 PARCEL OVERVIEW -10 SCALE: 1" = 60' W TMP 32-17B CRUTCHFIELD CORPORATION ZONING: LI EXISTING POND N 16'15 5$" 42'0.16, \. "v W -`�` M N n 8 88 d rn 3 TMP 32-17C C) TMP WILSON, M VAN - ZONING: LI��_ :- 17 r c� ,1 1 J J� J J \/ J J ARRT RO '- H AU�c 6491 1 /4 N � O TMP 32-17E3 WOOD, WENDELL W ZONING: LI --TMP- 32--17E4 SMITH-STOCK11AUSEN LLC I ZONING: ILI I , I , , -------------- TMP 32-17E5 & LORI W ZONING: LI I , , t I I ' I ' I ' L------� 'FEY DRIVE ROUTE 882) VARIABLE - - - - - - - - - - - / / WWW TM 32-17E6 E TRONICS LLC 0 Z Z ING: LI c) J Off,\ _p0 QUO _ t Iw W 0' co� '4' I W 1 I----------- 1 �ZOE a0a N EC I h� N N N T 32-17A 11��j r� B I STMENTS LLC o t NING: LI Of +' 0 0 o �- N -------- ------------------ �� J m m m z -------------- JRVE ARC LENGTH RADIUS DELTA ANGLE ICHORD BEARING ICHORD LENGT 1 109.03 132.02' 47'19'08" IS -31235r W 105.96' Z 84.49' 1937.18'15'09'55" IS 67'46'46 E 84.46' ----------- , , , , , , , , , , , , , , , I , , , , r-- a z 0 �G\N 4 A J w 'Lich 0 Z to c) J Off,\ _p0 QUO _ U � N CD (14 Z 0 Z to 4.4H Iw W 0' co� '4' E fsa W z w �ZOE a0a N V) h� z n� W 11��j r� W o_ Q -i Of o w 11i �� J m m m z Q ¢ o Of W � D m (n W W O Z � Q W � 0 U � N CD (14 0 Z o 0 4.4H Iw W co� '4' E fsa W z w �ZOE a0a � h� z n� W 11��j r� W U � N CD (14 0 � 4.4H V 1 1-4 h� U w J W H o Of W SHEET NO. C�100 SHEET 1 of 9 AIA 1 � \ \ s90 � Existing Trees �'' P=o / I / To Be Preserved ��'0 P � I Tutee Protection / I Fencifig I / I l / , / New reeline / o (10 O Q 0 Ld LJ m m m a Q l 1 / M o of 0 Q z LLJ 0" 0 W 1 1 / Existing Tree ! To Be�'reserv, d ----- r 01 1 ,� j o 0 .. pi (�--� F� w o f� i, W Wa 0 570a O z co 0 *ao / 1 t--� a 0 o Existing Build g y Existing Trees— / Height=15' 1 T Be Preserved j To Be Demolis ed j Trees N To Be Cleared O 60" portion of Exist g Curb xist./ Draina \ To Be Remo v " 1 Ease ent \ DB/2258-1 7 W (/-) 580 z Q \ C) CD z LLJ 1 • W G I / 0 0 z 1 � I f 590 _ d L ° ` Tree Protection A Exist. Base; 717itary A ° 86_5g7 ----_ _ r — — — — — — — — — — - — /_�__ _ A _ r � ' s Fencing-- _ O a 06� �New Tr ee�in f \ A Z I ( W~�T, 00 Existing Trees To Be Preserved I O W HWS I 0 W State r a SHEET N0. I \\ I IK 20 0 20 40 60 C 10 1 SCALE: 1 "=20' SHEET 2 of 9 /N / 4 1 \ / I Telephone A 4 / xisting I Equipment A A 1 I " Exist. " 1 WM/ A / Existing Gr6ei' ./. (T6. Be' Remove A P / • - -fir` - - d L nyF°miniontel rrn t/Odn� Virginia a / asemeQ t 60 Wer A � : = Existing Concrete Pad and Bollards d I To Be Removed A Existing Entrance I 1 d L' . To Be Removed OAF I AIA 1 � \ \ s90 � Existing Trees �'' P=o / I / To Be Preserved ��'0 P � I Tutee Protection / I Fencifig I / I l / , / New reeline / o (10 O Q 0 Ld LJ m m m a Q l 1 / M o of 0 Q z LLJ 0" 0 W 1 1 / Existing Tree ! To Be�'reserv, d ----- r 01 1 ,� j o 0 .. pi (�--� F� w o f� i, W Wa 0 570a O z co 0 *ao / 1 t--� a 0 o Existing Build g y Existing Trees— / Height=15' 1 T Be Preserved j To Be Demolis ed j Trees N To Be Cleared O 60" portion of Exist g Curb xist./ Draina \ To Be Remo v " 1 Ease ent \ DB/2258-1 7 W (/-) 580 z Q \ C) CD z LLJ 1 • W G I / 0 0 z 1 � I f 590 _ d L ° ` Tree Protection A Exist. Base; 717itary A ° 86_5g7 ----_ _ r — — — — — — — — — — - — /_�__ _ A _ r � ' s Fencing-- _ O a 06� �New Tr ee�in f \ A Z I ( W~�T, 00 Existing Trees To Be Preserved I O W HWS I 0 W State r a SHEET N0. I \\ I IK 20 0 20 40 60 C 10 1 SCALE: 1 "=20' SHEET 2 of 9 \� \IN \ \ + ++ 099 � existing trees area + + + + + I- -�- -+ + + + + + + + + -111--,1,+ + ToXBeIng Pre Preserved \ -�- + -}- mix of deciduous + +. + / ree rotection:\ \ ► 1 and evergreens / \\ + + + + + + + + + + ncing `� + + f + + + + + + + N Treeline + �/ + SO \\ \ 1 ► __f._ + A + \\ --___— \ \ \ \ i ► ( \ \ \ l ► + Exiting Treelif"e ► + + + 570 A F- C= �z Q �y F= O 0 QUO o \ \ \ \ \ \ Ln Z \ o \ N to 1LL- 0 Q 7 o Q Q m m m o 0 z o 0 0 � w w \ � 0 � 0 U)\ _ o � \ �z H � WWW z' t'w I 1 \ s>0 \ \ 1 ► , + \ z TI Cp CD 41 � , , ` a , 1 `+ \ \ --- ► ( 1 1 1 iLLJ (z ► \ Trees To Be Clearest 1 I CDCD , w .i 4 a 1 1 ! 1 1 ► o N U 580 ' � ► \ � � � ► `CD i I I 1 ,� ,, , , ► f, Exiisting Pond � ! � I I � 1 1 � 1 \ ! �, ► 1 � o V) of W Lj 0 0 + ! z __ I S I � i � � � 1 � i ► o \ t � I � I � � � � ► I � 1 Ul 1 1 1 1 0 ► �4 o a + xisting rees are a mix_ + _ _ _ _ , H Q z ! I I \ of deciduous and '--' 0 0 I Z C) evergreens + + _ ,� �' �' r- � o � "' i Existing Trees _" '--- z lTo Be Preserved — -}— + + +/ w Hdi Q New Treeline / ` _ / Lj H Tr Protectio / ' �- Fen d+ j + / / + + + + + + + + - w ` __ ` ►~-- H TWTA� - W 530 - W O / f ' o w / / / / , V S to z Grid Nor SHEEP N0. • • 20 40 .• SCALE: 1 • , fi • • ■ r _ N / L / A 4 New Storm Water Conveyance Channel 'A 13 13 13 13 . L! A New 7`W6 od Screening Fence 85.00' Q New , 12x50 New 1 -Story Building Loading Space .: �O N 800 SF Office Space \ 4,200 SF Warehouse 01 New' FFE=600.50 9 _"--- a__ �'� Aeew rave( 4 Road �� A I Max Height= 151 AL. Lk Y "Nei/ 6' SidNav ey 5' Side New C walk walk ': , ."'''; -�--_. A 'G-2 A ` New' 7' Wood Gate... 85.00' `` �� •`y •�•. • - .. • ' �- A 7 SpA CESA . . 9x18' w Exi � st, .. daII. n;onpr�tlCente ` er)t Wer �> Q7 4 .a New Gravel ; .A I4 WITi-I 2 �S @ 9'x16' VERHANG .A Navy CG_2 _ .-New 10'x15' J� ti W N =E LO z ro J � z �' Z F 0#jy 0 QUO Z o a F- 0 W W Q M m m z Q mo N z o 0 Of ,0_ U V LLI 'S W U • % i �� , � o 0 W Hdt20 �i C) 0ECOPE c W O W W W z�W�Z z W .•Dumpster Pad T r co New CG -6 I New Stop N `'`- ------ Sign O �N 2� Exist. Drainage © New .7' Wood Fence U Easement DB 2258-107/WLLJ /� I�gCON / / / ��' / / Equipment Storage Area :. N C) V / (Height of stored items shall not exceed _ heidht.of screening fence arid planting) U o W Q O New T Wood Screening Fence • r� SII L r W Wim, O W H w W j�------------- l~ L� W H r I d C�201 RM, IMN• � • Iii New Storm Water Conveyance Channel New 7' Wood Screening Fence New Gravel iv O U 4445' W W W Z Equipment Storage Area- ' (Height'orf stored items -shall not exceed _ height of screening fence and planting) New 7' Wood " Screenina Fence / New Gravel_ Access Road Bioretention 4G\N I A cy� —' � O J W � Lr) z o co r N (n O QLL- O Q-i Q m m m \ m o U z o 0 O 0 U U)- Ld _ W \ U \ z t-� Z a4 0 E-dL-,2o M'oU o -� w wJ U W � W W NZ H Z004UM Z 04 �w- �Wx t �4z Q --q 0 z W w N 0 z O z U W W � p O O U O z W [O H ,4 W z aQ� � �~ o E- I� J Hi F- I- I— z W~ OW Of _ d V) VA State Grid North SHEET N0. Z r 20 0 20 40 60 C202 SCALE: 1 "=20' SHEET 5 of 9 \ 30' Un isturbed &ffer / Existing Trees To Be Preserved /TjteFenoiegtion // / / Ne reeli e \ 30' Part king S tback r 50' Budding a d equi m torag ( Setba / -- — xisting Telephone Equipment \ / New Storm Water Conveyance Channel New"wat % ry // Exi rS / Existirfg Tree /CI 13 \ ' 1 0 Wbl/ a rvic I / To Be/40resery d / f. / / NI w 7'W00 600 ood 85.00 / / / Scr ening Fence C,, o`er Q, / LoNew 12'x50. a ° New 1 -Story Building ailing Space N / 800 SF Office Space 4,200 SF Warehouse cn NeW �ravet FFE=600.50 � `""--•-- • 'a —_ .n I � �\� Access Road !" , 57.0 O / / Max Height=15' "' , 9 : / 0D . 'New 6' Side 'New 5' side walk '. : � . • ' . % '• walk '' • • I �..,.. _..... _.-.._ PP / New CG -2 , . �n 4 N w• 7' Wood Gate ' 85 7SPACES@9x1 Exist D Sprint l / F °minion Vir-t- tel ► 0 1A z co O o r z ¢ i m m m o 0 z 0 0 0 C) F) _ W U 0 t-� Z 0 0 �� UJ Iw W 00 -3500 EN Co rlNCA TkU3 V ,� W�7W W Z �w OE aC-'a �w0 w t.4 z W A• I 8SP OSEn9X16' • • • - .' • ' / WITH � N� � . --'� New C N G-2 rn_ I , -- —' -- ` I Existing Trees o m New 10'x15' Dumpster Pad'- I To Be Preserved c, v New CG-6 P New Sto / �o VO I ( 1 c p co CY) 0 Z - 2p, xist Drains i " Ease ent Cn �" New.7' Wood Fence A .. .. \ DB �58-1 7 �" W 00 U) N O� LLJ . A / • " P - ' �a�� � � / � J •. , '• • . ' • . •----."--- 580 '• .. .. ' . z ¢ o Equi it Storage Area (Height of'store ms shall not exceed _ fieight.of scree ing e and plantirig) LLI LLJ p O 590 New 7' Wood Sc�'eeQing Fence Q Tree Protection E Fri, Y \_- Fencing -- i A Exist w relin __''`5 \ AL \ 8Q 1ntre84 9 nitary __�— r 86—Sg7 8 w ~ ..' I ,- 8 H I Existing Trees 92 59 H921 --_ _ To Be Preserved Q sA : L l � r--------------- -- (—---------- I -- O I \ Qz 5 � � VA State Grid North \ I MIN— SHEET NO. \ I SCALE: 1 "=20' SHEET 6 of 9 o Q \ existing Trees area + / + +/ + + + 1+ + + \ 1 / 411k.. mix of deciduous and J -f -{ + \ } -I- { } + -I + + txisting trees area { + + + + ` Z }} I / + / { { Existing Canopy I I + \\ \ \ / / \ ever reens J Ew�ngTrees To Be Preserved un + / + + /+ To Be Pre ved \ \ Ex sting Trees ` mix of deciduous O v / t / � P o�9 n / / / Area 1 = 32,393 SF + + + + + + + + + + + + + -I- \+ + To Be Preserved + VV�- + -{ / \ ree rotection 1-11 I i and evergreens N + IJ N eel a '} + t + + + + + + + + + + + + + + + + + nein, + + N +1 + ; t �t t + + + + \\\ _ t / \ Li - O Q + + + /// + + N\ su. 7/-F Fg_Td°phons �/ J+ +� I / G - \ \ I \\ O Q Q M m M t/ +/ / _ ' \\ I t - \ \ \ \ { SO Bulding and 1pm \ To see ase o d { / \� / I• 1 + + + + + + + p W = ! /- t ._,.gam + �+ \ \ I + p U t \ t i a% 1, L•__ :' \� , \{ \ 1 + + t + ft - I ` ►, + L w• ' t ' t I : 570 ' \ : \ : {\ ` \ t + \ !- O �l -. Planting Area �A _ +I �4 I ��\ j 1 { Total Area = 651 SF W W z + _ _ _ .'Y4• tI Ewsting Trees • ' _.. t. .t 111 { t P t+ � ry E w To Be Preserved t 1 \ Ix O �W�y Fr o anth -- -- \ • : f t , \ t t Z i+ State Grid North P' O Z W ' "•.: as /+/ //� . '. '. •• ". •• .Sao .. ' .. • . { l' 1 1 � 1 Qtj w .• ��aN { __-------------�,`t\ r -j-7 J -i�� + •. ,�: • .• : • , ,' •1, ,o ., ; { 1.: • 1 I { Inn-� " * � e�+ 1 i { � i � _ j .Y ;.-- �. ,%. •'� ... - 1. � . 1 .. � ',� 1t t I { W I � r EA fing Trees area decidudUs I '. .. �..+�.. •' .. •• • ' ',' l t' t' . I t• � t t H rgree-r \ tTree Prote tan \Z 1 t I ' t + + n+ \\ \ \ \\ + + Fend+- -}II + + l - ft497 I I + + + -I- + �v8 / I s \ xisting rees are a mix / I ( Existing Trees + Existing Canopy + g / + of deciduous and + To Be Preserved To Be Preserved \ y / � i I t Preserved -I- Area 2 = 26,390 SF -µ + + I + } } + � ti/� +/ //+ + +, �evergree s + + � + County of Albemarle { t 1 ---`--------_ ) t + /+ { / EzstigTrees t `J I --.- --_ + Nev 7reeFne + T +� To Be Pr erved�- + + +/ + r-------- _ Conservation Plan Checklist -To be laced on Landscape Plans Tr ProtecUo / / i (Handbook, pp III -284-111-297 for complete specifications;) +�L`/ t + + + + + + + + _ 1. The following items shall be shown on the plan: / \ \ \ --� ► o / // / 1 t I ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); j \\ �> ❑ Location and type of protective fencing; / \ ! ( i _ _ t / j / 1\\ `\ j / / / / / j LLJ ❑ Grade changes requiring tree wells or walls; / \ / p L3 Proposed trenching or tunneling beyond the limits of clearing. r----- f t ! 1 `� t 1 ! / / ` \ I i / / o 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. L_----_ ___ 3. Pre -Construction Conference: \ f j I/ i\\ OZ ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. I 1 / \ 4. Equipment Operation and Storage: LANDSCAPE NOTES: w 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintahned at, 40' 0 40' 80' 120 w ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall niot be pennitted within the driplines of trees mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned to be saved. minimally and only to support the overall health of the plant. p o SCALE: 1 "=40' U 5. Soil Erosion and Stormwater Detention Devices: 2. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. ❑ Such devices shall not adversely affect trees to be saved. Z O 6. Fires: U ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected) by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to girading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall) be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 IISOWeidZ[0I W1 CANOPY REQUIRED (10% OF TOTAL AREA) ...... 326,205*0.10 = 32,620 SF EXISTING CANOPY TO REMAIN ...................... 26,390+32,393 = 58,783 SF STREET TREES LENGTH OF ROAD FRONTAGE ........................... 375 LF TREES REQUIRED (1/50 LF) ............. 375/50 = 7.5 TREES PROVIDED .................................................. 8 PARKING LOT TREES NUMBER OF PARKING SPACES ........................... 15 TREES REQUIRED (Xo SPACES) ............15/10 = 1.5 TREES PROVIDED ................................................. 2 PLANTING SPACE PLANTING SPACE REQUIRED (5% OF PAVED PARKING AND TRAVELWAY AREA) ....... 7,424 SF *0.05 = 371 SF PLAN11NG SPACE PROVIDED............................................................................................... 340 + 311 = 651 SF NOTES : r 1. PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE z PROPOSAL AS DICTATED BY SECTION 4.14.1-4.14.5 OF THE COUNTY CODE AND THE USE SHALL BE SUBJECT TO THOSE STANDARDS. 2. THIS USE IS SUBJECT TO SECTION 4.18 NOISE REGULATIONS. 3. THIS SITE DOES NOT LIE IN AN ALBEMARLE COUNTY WATER SUPPLY WATERSHED. 4. KNOX BOX SHALL BE INSTALLED PER THE DIRECTION OF THE ALBEMARLE COUNTY FIRE MARSHAL OFFICE. PLEASE CONTACT DURING CONSTRUCTION TO DETERMINE THE LOCATION 434-296-5833. 5. BASED ON THE INFORMATION AVAILABLE AT THIS TIME THE AVERAGE DAILY TRIPS FOR THIS SITE WILL BE 30 VPD. 6. VISIBLITY OF ALL MECHANICAL EQUIPMENT FROM TH[E ENTRANCE CORRIDOR SHALL BE ELIMINATED. TREE PROTECTION/SAFETY FENCE p I4 STD. & SPEC. 3.01 - VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) 1,, LANDSCAPE SCHEDULE SYMBOL KEY NAME SPECIES QUANTITY Minimurm Size CANOPY PER TREE SUBTOTAL CANOPY T-1 White Oak Quercus Alba 3 2.5" cmliper 243 729 W T-2 Red Maple Acre Rubrum 5 2.5" cmliper 397 1985 T-3 Leyland Cypress X Cupressocyporis leylandii 13 2.5" cmliper 23 299 0 T-4 Eastern Redbud Cercis Conadensis 2 2.5" calliper 124 248 ® S-1 Japanese Holly iles Crenata 19 24" in Height N/A N/A I--- t - Total= 3261 - IISOWeidZ[0I W1 CANOPY REQUIRED (10% OF TOTAL AREA) ...... 326,205*0.10 = 32,620 SF EXISTING CANOPY TO REMAIN ...................... 26,390+32,393 = 58,783 SF STREET TREES LENGTH OF ROAD FRONTAGE ........................... 375 LF TREES REQUIRED (1/50 LF) ............. 375/50 = 7.5 TREES PROVIDED .................................................. 8 PARKING LOT TREES NUMBER OF PARKING SPACES ........................... 15 TREES REQUIRED (Xo SPACES) ............15/10 = 1.5 TREES PROVIDED ................................................. 2 PLANTING SPACE PLANTING SPACE REQUIRED (5% OF PAVED PARKING AND TRAVELWAY AREA) ....... 7,424 SF *0.05 = 371 SF PLAN11NG SPACE PROVIDED............................................................................................... 340 + 311 = 651 SF NOTES : r 1. PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE z PROPOSAL AS DICTATED BY SECTION 4.14.1-4.14.5 OF THE COUNTY CODE AND THE USE SHALL BE SUBJECT TO THOSE STANDARDS. 2. THIS USE IS SUBJECT TO SECTION 4.18 NOISE REGULATIONS. 3. THIS SITE DOES NOT LIE IN AN ALBEMARLE COUNTY WATER SUPPLY WATERSHED. 4. KNOX BOX SHALL BE INSTALLED PER THE DIRECTION OF THE ALBEMARLE COUNTY FIRE MARSHAL OFFICE. PLEASE CONTACT DURING CONSTRUCTION TO DETERMINE THE LOCATION 434-296-5833. 5. BASED ON THE INFORMATION AVAILABLE AT THIS TIME THE AVERAGE DAILY TRIPS FOR THIS SITE WILL BE 30 VPD. 6. VISIBLITY OF ALL MECHANICAL EQUIPMENT FROM TH[E ENTRANCE CORRIDOR SHALL BE ELIMINATED. TREE PROTECTION/SAFETY FENCE p I4 STD. & SPEC. 3.01 - VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) 1,, - --"- SHEET NO. PERSPECTIVE VIEW PLASTIC FENCE C�205 SHEET 8 of 9 U I� �D W w J H F-- Z I--- t - W ~ o w V) - --"- SHEET NO. PERSPECTIVE VIEW PLASTIC FENCE C�205 SHEET 8 of 9 12» ALBEMARLE COUNTY ENGINEERING �GNIA d/N GENERAL CONSTRUCTION NOTES TYP g„ plq Saw -cut Exist rRESERVED Pavement 1' from New Paved Entrance -j PARKING ( +- existing utter Match Existing Rio Road „ o M � 2� g g New 1.5 VDOT SM -9.5A 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING F- Q _ } J 18" a 1'-4" Pavement CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA ' Exist Pavement New 6" VDOT 21A 10" on Coffey Drive DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY 1 » VAN CORNER RADIUS 8" : a :. ; REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE �y �k`-5 6 AccEsse�E IS 1.5" (TYP) -- - - - 10" REQUIREMENTS OF THE PERMIT SHALL GOVERN � � \\ X00 \ \ /\\/\\/\\ 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. -►- 4 WIDE WHITE //\//\//\//\//\//\//\//\//\// // / / 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE PAINTED LINES \\/\\/ \/\\/\\/ /\\ \ APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, o 4" WIDE WHITE PAINTED LINES / // / / GRADING OR OTHER CONSTRUCTION. SPACED 2 ON CENTER TIRE STOP (TYP)CINI V) Existing 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. o (n g .�•.� Sub rode 10 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLYo Iii w j 4 WIDE WHITE 2 NEW PAVEMENT DETAIL OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. m o 0 Z m m „ Z o 0 -301 SCALE: NTS 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION O LU w U PAINTED LINES OF THE COUNTY, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE o U-) _ CHANNEL. '01w v 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - �--- 9, � . _ 8' .�+ SEE „ i; .. 8' - 4 CLASS 111. Min NOTE 1 Min 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS Z NOTES: FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). n o0 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN ACCESSIBLE SPACES. COMPACT EARTH ^ p-+ 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS SAUCER CQ 3 Mul_cH - ALBEMARLE COUNTY ENGINEERING Z P'' E- d C o SHOWN HERE ARE MINIMUMS. r,,o D MIN. DEPTH + D P o v 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE.FINISHED GENERAL STORMWATER MANAGEMENT NOTES O r4 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE (PLAN, THE VIRGINIA STANDARD GRADE 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum �-+ W a C "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE �y. �� I(i,� mldt.. moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical %j in d, F INSTALLED. / engineer is to be present during construction of dams. I� A-+ U F CO A 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE IPLAN AS VAN ACCESSIBLE, PROVIDE H "14� "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LIETTERING MOUNTED UNDERNEATH b 2. Pipe and riser joints are to be watertight within stormwater management facilities. w oa w w RESERVED PARKING SIGN. �T� o 3. For temporary sediment traps or basins which are to be converted to permanent stormwater F-�I w 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO P y P P I ---Ix MORE THAN 7' ABOVE THE FINISHED GRADE. management facilities; conversion is not to take place until the site is stabilized, and � ►� Z permission has been obtained from the County erosion control inspector. 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP W 8MINIMUM DEPTH DRAWINGS FOR SIGNS. " Z 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OIF UFAS (UNIFORM FEDERAL 8" PREPARED SOIL _< W . F4 ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND MIXTURE - TAMP L 9„ MINIMUM ACSA GENERAL WATER & SEWER CONDITIONS F4 Z THE CODE OF VIRGINIA SECTION 36-99.11. PREVENT SETTLEMENT 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) Z INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT W 1 HANDICAP ACCESSIBLE PARADING DETAIL 3 SHRUB PLANTING DETAIL THE START OF THE WORK. -301 SCALE: NTS -301 SCALE: NTS 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS Finished NECESSARY. Varies Grade 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL Expansion Joint 3000 psi Concrete WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. Depth = 4 inches 4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY. • ° ° ° a d \ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE � LATERALS AND WATER LINES, ETC. Al \// // 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. \ Compacted VDOT 21A 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE co Depth = 4 inches DURING A FUTURE EXTENSION OF THE LINE. w o Q 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. N 0 4 CONCRETE SIDEWALK DETAIL 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING -301 SCALE: NTS BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT.) � 'TMP � 32-17C •-�~ - \` �� ,� _ - '-- .._. -- - - � � Centerline Len th=27F�''" j o WILSON, M VAN Ld ZONING: LI r 275' Sight istance _ f------- v OFFEY DRIVE (ROUTE 882) o VARIABLE WID � Z L _ $ y` i L%TMP 32-17E6 z,1 ' WWW ELECTRONICS LLC ZONING: LI r------------- 1 C W ; Picket shall face ------- � I �-------� ... .. away from _ storage area ea N I I 1x6 Wood Picket w 10 1F�-i T 32-17A �;� ; �`� ' j r -----J tl , a !f i ,� r ` 5 k I k I 2x4 rail Z ~i +` + I L-----------� ,f:( J , 1. `, W I -I B I ESTMENTS LLC ; f , # t - ' � ;, int x E --I E AI ti: _ NINA: LI 1� I f 1, �r t° 1 � V<q AO4, `� r �__----�` ------ ' °° I y,� �' °\' 4x4 wood post Q '' %: r-----_-�------------ - I r r i !� , W IDS RoUr i AUB 6¢ I r- ---- ,� rt Ji �.I LIC 9) �'�: ~�--_. .r / s ( � i' .� Concrete footing w F --.q +�- UD ,�, 10 diameter w / jy •. :�... ,_ 7. 24 depth t= I�--1 a _17 SHEET NO. 01 5 DETAIL SHOWING SITE DISTANCE AND ENTRANCE SEPERATION NOTES: 7 WOOD FENCE DETAIL -301 SCALE: 1"=50' 1. Sight distance profiles will be provided with the Final Site Plan. -301 SCALE: NTS SHEET 9 of 9