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HomeMy WebLinkAboutARB201500140 Plan - Revision Initial Site Plan 2016-02-08I C OFV TAX MAP 32, PA"-CEL 1711H5 SITE DATA SITE PLAN NUMBER: SDP201500057 LEGAL REFERENCE: TAX MAP 32, PARCEL 1785 SOURCE OF TITLE: DB 1126, PAGE 281 PARCEL ADDRESS: 1581 AIRPORT ROAD ENGINEER CHARLOTTESVILLE, VA 22901 OWNER /APPLICANT: DCF LLC ARB 2885 EARLYSVILLE ROAD DEPARTMENT OF FIRE RESCUE EARLYSVILLE, VA 22936 ZONING: LI -LIGHT INDUSTRIAL, AIRPORT IMPACT AREA, ENTRANCE CORRIDOR OVERLAY MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY: PLAT RECORDED IN DB 297, PAGE 5 Pervious VDOT RIGHT OF WAY AQUISITION RECORDED IN DB 2258, PG 107. SETBACKS: 30' UNDISTRUBED BUFFER BETWEEN LI AND RA DISTRICTS '58.4% 30' PARKING SETBACK FROM RA DISTRICTS 326,205 50' BUILDING AND EQUIPMENT STORAGE SETBACK FROM RA DISTRICTS 326,205 10' BUILDING SETBACK FROM RIGHT-OF-WAYS Q U NOTE: PARTS, MATERIALS AND EQUIPMENT STORED IN THE STORAGE AREA SHALL m NOT BE STAKCED HIGHER THAN THE SCREENING FENCE AND PLANTINGS t PURSUANT TO 5.1.52(c). SOURCE OF TOPOGRAPHY: 2 -FOOT CONTOUR INTERVALS INTERPOLATED FROM ALBEMARLE COUNTY CIS DATA. w (USGS DATUM). A VISUAL INSPECTION OF THE TOPOGRAPHY WAS PERFORMED BY o w U TIMOTHY MILLER, L.S. ON JULY 6, 2015 AND VERIFIED THAT IT IS CORRECT. PAVING SPECIFICATIONS: SURFACE MATERIAL -1 1/2" VDOT SM9.5A BASE MATERIAL - 6" VDOT #21A SIDEWALK SPECIFICATIONS: SIDEWALK - 4" CONCRETE �0- Uj 0 BASE MATERIAL - 4" VDOT 57 CURRENT USES: VACANT PROPOSED USE: GENERAL INDUSTRIAL OFFICE OUTDOOR EQUIPMENT STORAGE PARKING SCHEDULE: REQUIRED: 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 PROVIDED: 15 SPACES (INCLUDES 1 HANDICAP SPACE) WATER AND SEWER: ALBEMARLE COUNTY WATER AND SEWER AUTHORITY SWM WATER QUALITY: ONSITE BIORETENTION - LEVEL 2. SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT WATER MATER PLANNER /ZONING SANITARY SEWER MANHOLE ENGINEER FINSHED FLOOR ELEVATION INSPECTIONS TELEPHONE PEDESTAL ARB LIGHT POLE DEPARTMENT OF FIRE RESCUE MANAGED SLOPES VIRGINIA DEPARTMENT OF TRANSPORTATION Equipment Storage Pavement ALBEMARLE COUNTY SERVICE AUTHORITY 0.00/0 COUNTY, SHEET INDEX IDIOM(, ff�l I 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 1�� PP POWER POLE WM WATER MATER SSM SANITARY SEWER MANHOLE FFE FINSHED FLOOR ELEVATION TPD TELEPHONE PEDESTAL LP LIGHT POLE ® MANAGED SLOPES NOTES: 1. PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE 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 THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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 0.00/0 123,400 37.8% Pervious 310,408 95.2% 190,381 '58.4% Total 326,205 100.0% 326,205 IL00.0% 2 VICINITY MAP c -o0 SCALE: 1 "= 1000' . .. . ........ TMP 32 -10 AIRPORT AUTHORITY ZONING: RA 1 PARCEL OVERVIEW -10 SCALE: 1" = 60' W CN CN cV C'4 TMP 32 -17B CRUTCHFIELD CORPORATION ZONING: LI EXISTING POND N "I6165B E 42� 16, ZONING:" 'Id' . '7.49.. AC- -RES, - N, 87 30 44 W 14 ra 100.00' 8888' TMP 32 -17C _ �° C) ---^ -- WILSON, M VAN ZONING: LI t W ' L0 z o 00 Z ING: LI N Orn 132.02' co = N i I o N r a j•} pUBC 649) R14 cn c V-}U -) � jC14 0 O U U 3 o C) J w �O M LO `\ro I Q ck�o 6 \TZ 1 0 I N �7A0 O!!�� 0 0 E-41 ce'D ILA x'1+4 c. srr TMP 32 -17E3 WOOD, WENDELL W ZONING: LI SMITH -STOCP LLC ZONING: TMP 32 -17E5 UNS & LORI W ZONING: LI Ar 'FEY DRIVEnOUTE 882) VARIABLE ry--- WWW L0 z o CHORD BEARING Z ING: LI C1 o lZ iL�11l - W aF Q 1/I s ioti I S 132.02' co = N i I C2 84.49' �-I e i pe►ae -T-C-) 5'09'55" t Q W co �L t I Z aoa 0oo I W 0 �J N I z Q o Q U m m m t M � 7) '� w z fZ o w U 0 w U o �0- Uj 0 w U TMP 32 -17E3 WOOD, WENDELL W ZONING: LI SMITH -STOCP LLC ZONING: TMP 32 -17E5 UNS & LORI W ZONING: LI Ar 'FEY DRIVEnOUTE 882) VARIABLE ry--- CURVE WWW T 32 -17E6 E TRONICS LLC DELTA ANGLE CHORD BEARING Z ING: LI C1 109.03' 132.02' i r i i I C2 84.49' , 5'09'55" t , W co �L t I Z aoa 0oo I W 0 �J N I � T 32 -17A (D IN STMENTS LLC o t NING: LI '� w O � z w CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 109.03' 132.02' 47'19 08" S 31'23'57" W 105.96' C2 84.49' 937.18' 5'09'55" S 67'46'46" E 84.46 .. - - - - - -- , I t I , , , t , , , L--- - -- - -- r----- - - - - -, I i I , t , , t I I_______ -__ -J \ 'a a , t 1 w o i i °- z w U U 0 0 z D 0 U oI z [o '10 �a CQ H � O U C) C\2 w c > �� d, G? 0 woww W Z Wo Z aoa Z °ter W W Pq d H � (D W w o i i °- z w U U 0 0 z D 0 U oI z E-1 I� U 1w SHEET NO. c 1 00 SHEET 1 of 9 [o H W Z H H � (D w J� z w w H � E-1 I� U 1w SHEET NO. c 1 00 SHEET 1 of 9 N I I I \ I / --j / \ / / xisting Telephone / Equipment A / " Exist. / \ •Ekistirig Gravel' (To.$e: Remove A, r E ominroii ��C�n del & �' ,¢ osernet) .. ginia G t Pwer "�- Existing Concrete Pad and Bollards J To Be Removed Existing Entrance I To Be Removed ahF I Existing Trees 1 / / To Be Preserved —\ Three ProteZtion Fenc�g / / } / / New reeline / / Existing Tree / To Be/Presery d c Ckc Q �`n \b to = >- ° \ -j z 1 ,n z 1 0 z U mo M o 0 0 z Ne Q� ( ' w C) v ' ^ Z W U z T 1 H �D 8 0 02 W a50 U I - +UEw..,c�A Ems~ —570 C wow 0 H Zama z� rh / i ! I Cn -- --- ---------- -_____ CO Existing Build g I Existing Trees / Height =15' To Be Preserved / To Be Demolis ed Trees To Be Cleared C� 60' portion of Exist g Curb xistj Draina To Be Remov ° Ease ent \ / DB 258 -1 7 W Cn 081; ( co 580 z Q o o � CI j o O o o LO \ Tree Protection i) okist or Semi unit y a ' D8 986-597 V _ --- --------- - - - - -- /---- - - ---- I r I Pq Fencing �. -'� — -- — O q� 06� a� New r reeGn wow zo t i F-4 �, ° L 7 Existing Trees F---i O � To Be Preserved ( O w Ln 1 U Z �- \ \ O w \ \ 5 _ r VA State r o SHEET N0. 20 0 20 40 60 SCALE: 1 " =20' SHEET 2 of 9 A L A" 'A 1 / N / _ / --Jr-� / A `t 85.00' �'1...., 4 aew 12'x50' �x 01 L New 1 -Story Building ding Space ; N 800 SF Office Space \ 4,200 SF Warehouse C„ New Grave( c� FFE= 600.50 � ~`"` �\'� Access Road Max Height= 15' ^? j A 4L. .A ,. qy• ry L, . }. V , s `. A 'Ne' ,New g' Sidewa w 5lk :. Sidewalk *'-' New CG -2 " . � \ 85.00, A , 7 SPACES @ 9x18' W A' Exist S, '* D0mni °n t /Cen te1 E OSem t �r9iniQ &. --� s �B 2 1Q POwer � 7 Gj� C31 .. .. � AJ 8 SPA &S @ 9x161 " A WITH H 2 4 OVEnH ANG A j -- _. New • A'. P P \ New Storm Water Conveyance Channel New 7' Wood Screening Fence New• 7 Wood Gate • • • • • • • •. ter+ w `W F•�4 4 W New Gravel .'New 10'x15' ••Dumpster Pad - .: • • .. • • .. •• , New CG-6 0_4 f New Stop C O Sign 2� N .. A / / L / _ A \ A• • A Exist. Bons n tnitory A '8S— rn7 L JJ 0 .A:L # . " _- —• __ — — — — — — — — — — — — — — — — — — — — — — — A4 J t � ..New •7' Wood Fence - © Easement / DB 2258 LW M LO -107 W F- o Q 0�� U) z o R25' / LJ L N O V) Q Equipment Storage Area (Height of *stored items shall not exceed W _ p o 0 z W Q W Q m m m M U N / fieig'ht.of screening fence and planting) 0 z W Y p W p W = U z z F-Iz z 0 n C\2 n W r-I ��++ *5 >oU En I W Q a' W N5 ►-� W n� UE-�,a Wz W x V, up., z (Y o New• 7 Wood Gate • • • • • • • •. ter+ w `W F•�4 4 W New Gravel .'New 10'x15' ••Dumpster Pad - .: • • .. • • .. •• , New CG-6 0_4 f New Stop C O Sign 2� N .. A / / L / _ A \ A• • A Exist. Bons n tnitory A '8S— rn7 L JJ 0 .A:L # . " _- —• __ — — — — — — — — — — — — — — — — — — — — — — — A4 J t � ..New •7' Wood Fence - © Easement / DB 2258 LW -107 W R25' / LJ L Equipment Storage Area (Height of *stored items shall not exceed W _ p o / fieig'ht.of screening fence and planting) U z 196�'J QW U) Ld p O ' . z • .. '• O Q r • •. New 7' Wood Screening Fence • t� [Q� V L �D n� 1"-"1 w�w a E-{ V1 ^� �W J H � � W W ---- - - - - -- !- �--- -{ J I W H I 0 _ I VA State Grid orth SHEET NO. I Z C�201 20 0 20 40 60 SCALE: 1 " =20' SHEET 4 of 9 New Storm Water Conveyance Channel New T Waod Screening `=ence New Gravel O -� 4445'. W z Equipment Storage Area. ' (Height of stored items. shall not exceed _ height of screening fence and planting) New T Wood ' Screenina Fence / New Gravel - Access Road Bioretention o � - Z � ¢ M � J >- z p Lo z o co z o Q o z Q Q m m m 0 0 z 0 0 M U) o Q z z 0 0 . � vi _ w v 0 �z �Z 1�410 0 �aL\2 z'o0 F� W a 0 >W � �� � EA l.J W0WW -+ W � W o "--' za�w Z w tert W ,�r �Z �C z W w � o a z O a z v L w � o O 0 v 0 z [O H W � w w a w �O W 6i z W H O W d N VA State Grid North SHEET NO. C�202z 20 0 20 40 60 11171 in In n rl SCALE: 1 " =20' SHEET 5 of 9 r --'' N / xisting Telephone \ �/ Equipment \ A A New wat \ Exi r S Nic 1 WM/ 3 A _ 600 �is�'� / o / 85.00' New 121x50' i A. Loading o/ Q C0 New 1 -Story Building g ce a j N 800 SF Office Space A / / / 4,200 SF Warehouse U„ FFE= 600.50 Max Height= 15" 'New t Side . walk "• ' New CG -2 \ 85.00' A cry 7 SPACES @ 9'x18' ci / v , Exist, N moo` O,yE l .. Dornnro print /Cente Ease n �r9inio tel & �.. C / UE 225 nt Power y'a A WI H ES @ 9516' .A / OVERHANG $6 N C� I New CG -2 ' New CG -6 P / New Stop 0 Si n V CU a� z r co • A'. P . I A.A \ J \ Exist. \ DS 1g ntnitary \ A ' 86 -597 — — — — — — — — — — — — I I I � I LLJ Lo o Q \ \ / 30' Un isturbed Buffer Existing Tre6s i �� =' JCL' To Be Preserved j '1'0 Q�pF -Vee Protection Fenc�g / / } Ne re-';-- L 30' Pa'king .S tback r Z I 0 O C14 V) i I o Q 50' Building a d equipm torag I Setba / ~ " _ o W W >- m m Z U I J I New Storm Water Conveyance Channel o U o °w _ / Existing Tree / j To BXesery d NI 7' Wood Scr;ening Fence / ! / / I-� CQ E5;> V / 1 Z I C'2 w a j I r.T4 v500z I �A New Gravel EN CO ! / E- MS C �`'-- �y Aecess Road / . � / .. : - • . I' •. . • � . • ----._ 57.0••. w � � w � '/ 9r i � z o ! L; New 5' Sidewalk A ! I A N w' 7' Wood Gate New Grav I ° -- --_ { u, I I o m"' -New 10'x15' ` 1 " •Dumpster Pad - — — Existing Trees To Be Preserved co 1 j J co Q� Cn d - v J �, O Cn — U 1 J xistJ Draina New.T Wood Fence ° f Easernent --_. � "" w J DB 1258 -1 7 J / N / / � � '• . ':- 580 .. • . Z ¢ o " J LLJ \ Equi nt Storage Area = o (Height of store ms shall not exceed U height-of scree ing e and planting) \ ---_, O f. F- V) f °- z i O \ O \\ 590 New 7' Wood Sc"g Fence ►4 Tree Protection _` - — Fencing �- di E-1 I Q65 New ree %n 84 \ Q E--1 86-,_ W f I 592 59 H Q Existing Trees 0 To Be Preserved J I -j � Q --1 ,_.._, W J Ln o 5 of " \\ VA State Grid North z SHEET N0. 20 C-2 03 in n 1 10 10 113 _K3 \ �\\ I I SCALE: 1 " =20' SHEET 6 of 9 095 \ ree Protection —\ encing \ Existing Trees \ To Be Preserved I 30' Undisturbed Buffer 1 } 4 .a, o Tree 'ne ck I I _ New Storm Water Conveyance Channel 50' Building and a uipme t tora a Set New T Wood \ \ \ } : • \ \ c`eening i ence \ \ \ \` \ \ \ \ 570.' Sao New Gravel } o, CD CN } \ , i 445' -.._.- ' • \ . " I . ' t z Uf. , 1 E.qui ment Storag) Area. —� (eight "cat st red items -shdil not exc ed U:580 • hei ht of sc eening fence �nd planti ►AA��,AAAA� ♦A� ►AA ►AAAA• ►AA'�A� AAAA♦ ►AAt ►A� ♦AAAA FIMI � ►�i�i�i`�i� ♦AA1� ►AAA'♦ ♦AAA► ►AAAA•• ♦AAA ►� ►AAAA. vAAAt� ►fAAA' ♦AAAA AAAA' ♦AAAA ►AVAAAAAA� ►AAAAAAAA� ►A•�AA' ►AAAAAAAA� ♦AAAA ►AMA♦ AA` ►A� ►AAAA' AAAAA ►AAA i, back ` \ \\ 1 \ I 1 1 l I l A / o LO "J 5 O �y0 FM= o \ \ U-) z \ ° Q F- Q -1 m m m \ o v \ mo M o 0 \ 7 z Y Fn Lij U w = \ o U �z a.i W \ E- D z'do° IT 0 E-, CY) A �D wo�,w MaW 1! \\ W x zCO a \ '4 z I � w I \ I � \ \ I \ \ I � \ l \ 1 I \ \ I \ z (D I i LLJ m + \ N 4 1 ° l \ I \ } \ z \ o I z I Q U.1 U N o I ew Gr el ccess oad \ New 7 od / '--- EE \ Screening ence j H VA State Grid North Q Existing Trees H1 W ' To Be Preserved / ,— _ _ _ — -� Z New Treeline/— / Tr Protectio / I Fencin f / ~ ` " -_ ~ F-4 W w w i- -- ) 0 z < U7 V) SHEET N0. C-204 20 0 20 40 60 rl n IM 119 SCALE: 1 " =20' SHEET 7 of 9 + / I I 1 / I r ww/ I / " I 1 m / c� 2 (3) % T -2 (5) r m \NIA -j C14 LO \ \ \ Q '�xistingTreesarea + -I- / { +/ + -I- // T t+ + + + s mix of deciduous and /+ { / { 1+ { Existing Canopy I i } } { + } + } { \ ` \ Z / \ evergreens W' � / Existing Trees = }\ + + + + existing trees area + + + + + ..�. To Be Preserved Ewsling Trees\ l mix of deciduous / ` �+ + / ee P oteE do / I // Area 1 = 32,393 SF + + + i + + + + + + + + fO n \ + To Be Preserved I + and evergreens + + + cfl S + (� + I + 1 To Be Press; rvee 3fY a 1 }� \ \ O \ \\ /"• `` , 114-1 F g + N reels e + + + + + + + + + + + + + + + + + nang �� + + + + I '� 'f" + + + + -V" \ \\ \ r t d + + /+ + ` m m m 79Tdephaa \ ```�`_••J f+ -I-1 I/ _ \� O Q Q 5t / / ` -\ \ 50 f3ukk g and p U z Existi g Tr / /l1 \�\ / \ \ ` \ \ ` \ 1\ r + ' + + 0 W Ire B se \ \ + + + + p W = \ \ r + + r + \ / T 3 1 1 .\ \ \ - _ -A Planting Area i rr +I \ Q�� _- : 1 ; ' + 1 j + a a i6 I Total Area = 651 SF T 3 t So r. _ :\ r I 1 I U I Z Es�g 76' 1 �) rya _ I 1 t + ai a _ :j r I I WITy OVER J =B�, - r . -'^• ' !'.'Y ~ W C� A SANG -� �' . , - ``4 � - --�'_ - _,:.:_ . . • • . ... • ' • ' : `� •' ' ' • • j. i:• .I '• : I 1 IA ► � � � �y H �' a 11 Existing Trees .. + + ` T I'T ►+-t rs�-�t \ To Is Preserve0 - - �. - t ` ,• 1t I I v * W ''� W A � •• - -- _ .. •.' : ... .� • t, ,. t , \ , � + ``� '� ,_.., pion t+ State Grid North o A:`�.N��d�F° j !� f �e i ± � � •'. •. •:".�:. •. •. '. :�• '• j "• .� . •j t•' 1 t t � r F-�- -i + _Existing Trees area �. " ' . • • • ' : •. , . ' . 1, 1 : •. . i ; I t; , , I m [" •`• / mrk of deciduous • ' • .•, i;r : I • - t 1 w and evergreens i Pro p.. + + Fender \ _' _ " _ ' \. ' • ' 1 ( r ' ' o + ".�'{ + + 1 •,. xisting rees are a mix" + I Existing Canopy "� sg I I Exisung Trees' + �., / of deciduous and To Be Preserved To Be Preserved r \ // + evergreens + /� + A. {- -j- Area 2 = 26,390 SF a1 + -I- I } -I _ ' > } / �/ +/ // i ' + + + /i j i 6Jsting Trees / County of Albemarle I t - `- `- ----- + '+ + + + NevTreefine ' + / +/ fToBePreserve+ -I-- -+- +/ + - - - - - - - _ Conservation Plan Checklist - To be placed on Landscape Plans I ` -- - -- '- `� o r �� / + /1- Fj + +// + + / + + + + + + + + "- (Handbook, pp III - 284 -111 -297 for complete specifications) ,� -��`\ �� ( •/ / + r + -H + +• + I r .+. + -I- _Q 1. The following items shall be shown on the plan: / ❑ Trees to be saved; t\ \) I I I 1 I / r -�/ t ❑ Limits of clearing (outside dripline of trees to be saved); w ❑ Location and type of protective fencing; \ r I I i - I f I I l < \\ \ 1 // /// / Q o ❑ Grade changes requiring tree wells or walls; l / % N ❑ Proposed trenching or tunneling beyond the limits of clearing. r- - - -- / / / I 1 f + l t r / / \\ \ I f / / // 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----- - - - - -- Oz 3. Pre - Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. LANDSCAPE NOTES: w 4. Equipment Operation and Storage: U � 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, 40 0 40 80 120 to ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned o 0 to be saved. minimal) and only to support the overall health of the plant. Y Y PP P SCALE: 1 " =40' 5. Soil Erosion and Stormwater Detention Devices: 2. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. z ❑ Such devices shall not adversely affect trees to be saved. p0 U 6. Fires: NOTES: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: O z `- ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree 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) I1CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 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 (Yto SPACES) ............15/10 = 1.5 TREESPROVIDED .................. ............................... 2 PLANTING SPACE PLANTING SPACE REQUIRED (5% OF PAVED PARKING AND TRAVELWAY AREA) ....... 7,424 SF *0.05 = 371 SF PLANTING SPACE PROVIDED ................................................................ ............................... 340 + 311 = 651 SF 1. PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE 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 THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. TREE PROTECTION /SAFETY FENCE p 1-4 STD. & SPEC. 3.01 - VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) rx.4 LANDSCAPE SCHEDULE SYMBOL KEY NAME SPECIES QUANTITY Minimum Size CANOPY PER TREE SUBTOTAL CANOPY T -1 White Oak Quercus Alba 3 2.5" caliper 243 729 ® T -2 Red Maple Acre Rubrum 5 2.5" caliper 397 1985 E-1 CV T -3 Leyland Cypress X Cupressocyparis leylandii 13 , 2.5" caliper 23 299 T -4 Eastern Redbud Cercis Canadensis 2 2.5" caliper 124 248 ® S -1 Japanese Holly iles Crenata 19 24" in Height N/A N/A i- H Total= 3261 - 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 (Yto SPACES) ............15/10 = 1.5 TREESPROVIDED .................. ............................... 2 PLANTING SPACE PLANTING SPACE REQUIRED (5% OF PAVED PARKING AND TRAVELWAY AREA) ....... 7,424 SF *0.05 = 371 SF PLANTING SPACE PROVIDED ................................................................ ............................... 340 + 311 = 651 SF 1. PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE 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 THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. TREE PROTECTION /SAFETY FENCE p 1-4 STD. & SPEC. 3.01 - VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) rx.4 SHEET NO. PERSPECTIVE VIEW PLASTIC FENCE C�205 SHEET 8 of 9 a F•�-I Q E-1 CV 1 O W J H t-- W i- H 0 w H o Of w z a_ in SHEET NO. PERSPECTIVE VIEW PLASTIC FENCE C�205 SHEET 8 of 9 12" ALBEMARLE COUNTY ENGINEERING A TYP r s" DIA. Saw -cut Exist New Paved Entrance GENERAL CONSTRUCTION NOTES �G�NI W PARKING R VED �_ 18" 1' -4" Pavement 1 from Match Existing Rio Road �� existing gutter g New 1.5 VDOT SM -9.5A Pavement 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING M o �4 = ¢ M Q ' Exist Pavement New 6" VDOT 21 A CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA > Z o „ 10 _ on Coffey Drive DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE �ti0 " VAN CORNER RADIUS g" 6 :... REQUIREMENTS OF THE PERMIT SHALL GOVERN. Acc�ssa� IS 1.5" (TYP) -- - - - 1' -10» :::::,.., Q ' j PENALTY "R \ \ \ / \ / / \ / / \ \ \ \// 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 12" star mile 14 ooF+++r„ \ / \ / \ / \ / // / \ / \ / \ //\ \ / \ / \ / \/\ \ 3. L�'ao- 4" WIDE WHITE PAINTED LINES / / / / / / / / / / / / \ \ / \ \ / \ \ / \ \ / \ \ / \ / \ \ / \ \ / \/ / \ / \ / / \/ /\ 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, o 4 WIDE WHITE PAINTED LINES / /j/ / / a C° _ SPACED 2' ON CENTER TIRE STOP (TYP) GRADING OR OTHER CONSTRUCTION. � ° Existing , 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. ° - v' -� �- .�..� �! Subgrade 10 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY o J m m m \- VZOO 2 NEW PAVEMENT DETAIL OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. m o 0 z 0 0 WHITE -301 SCALE: NTS 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION o Z Ne PAINTED INES OF THE COUNTY, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE �¢ 01 CHANNEL. w 0 v & 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8' 8 UNLESSIIOTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - 8 SEE 9 � Min NOTE 1 Min 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS NOTES: FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS EARTH 3" MULCH - SAUCER O MIN. DEPTH ALBEMARLE ALBEMARLE COUNTY ENGINEERING > ,q o Co o SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. FINISHED GENERAL STORMWATER MANAGEMENT NOTES b- i 0 �-+ - � w 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD "RESERVE "PENALTY, GRADE Lmblt- 1. All dams and constructed fill to be within 95% of maximum dry density nd 2% of optimum w'� 4o �+ W 0 °0 PARKING" SIGN AND STANDARD TOW -AWAY ZONE" SIGN SHALL BE \9, d Ilr,. _ moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical W INSTALLED. 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN AS VAN ACCESSIBLE, PROVIDE W engineer is to be present during construction of dams. � H d, "VAN "2" 2. Pipe to facilities., a o ., w a ACCESSIBLE" SIGN WITH MINIMUM HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. and riser joints are be watertight within stormwater management w z 4 Z � � 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND N0 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and � o H a v x +Z ,_, a, P. MORE THAN 7' ABOVE THE FINISHED GRADE. / permission has been obtained from the County erosion control inspector. GY o 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP Z W � DRAWINGS FOR SIGNS. 8" MINIMUM DEPTH W d+ 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL OF PREPARED SOIL 9" MINIMUM ACSA GENERAL WATER & SEWER CONDITIONS Z ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND THE CODE OF VIRGINIA SECTION 36- 99.11. MIXTURE -TAMP TO PREVENT SETTLEMENT 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) W INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 1 HANDICAP ACCESSIBLE PARKING DETAIL 3 SHRUB PLANTING DETAIL -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 Expansion Joint 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. 3000 psi Concrete Depth = 4 inches 4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY. •< a e e l . %A '. ' e ' \ \ / / \ / / \// 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. \ / / \ / / \ / / \ / / \// / / \ / / \ / / \// \ \ \ \ \ / \\ \ \ \// 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 Depth = 4 inches DURING A FUTURE EXTENSION OF THE LINE. w 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. Q o 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 J 32 -17C ��� CK w w Cent`- - ''` _ erline Len th -27�y ' "- WILSON, M VAN o _ / ZONING: LI 275' Sight istance � z OFFEY DRIVE (ROUTE 882) o ' VARIABLE WID 1 ! _ l / / _J 4_1 LJ / $ ,•;` ; r %�, '� TMP 32 -17E6 I WWW ELECTRONICS LLC ZONING: LI - 1 1 H E--1 � _J '' �� i \ i i Picket shall face ' ----- - - - - -i away from ....,......, storage area A IN Q, L- - - - - -� z f l i{ 1� ' �f ` r ,....... M.,....1x6 Wood Picket U1 a _ n ' \\ ' - - - -� tP i, ��� ' a 2x4 rail Z c. T 32 -17A 1--- - - - - -- ` i, ' ' W I ESTMENTS LLC I + NING: LI \\ ! 5 , ,` ;l�\ `{ 4\ �' `, '-' Q - ; VA oRT ��'f v �� r"- L -- -_ _- \��_-- �> 1�i 1� -- ---J 1`� 4x4 wood post , ,� s ly p / ------------- - - - - -- C 9) �:4 '~- ."`` -• ' ;.� :C'14 f �` r. t z S Concrete footing g �'` 10 diameter _ ~ E+ J / $ryk?i�, 24" depth ~ 1~-- SHEET NO. :. �.,. C-301 5 DETAIL SHOWING SITE DISTANCE AND ENTRANCE SEPERATION NOTES: 7 WOOD FENCE DETAIL �-30y SCALE: 1 " =50' 1. Sight distance profiles will be provided with the Final Site Plan. -301 SCALE: NTS SHEET 9 Of 9