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HomeMy WebLinkAboutWPO201400013 Plan - Stormwater 2014-03-12, C > y Itl MAJOR St"�E PLAN AMENDMENT I E IMIN FESTtV FARE TAX MAP 7'7, PARCEL LION SCOTTSVtLLE DISTRICT, ALBEMARLE COUNTY; VA SITE DATA Pre - Development % SITE PLAN NUMBER: APPROVED SITE PLAN FOR THIS PARCEL IS SDP - 1986 -039: BRUNK MECHANICAL LEGAL REFERENCE: TAX MAP 77, PARCEL 40N 15.7% SOURCE OF TITLE: DB 2893, PAGE 653 Paved PARCEL ADDRESS: 1745 BROADWAY STREET 45,962 OWNERZAPPLICANT: TREM COMMERCIAL RENTALS, LLC 50.9% P. 0. BOX 818 41.8% Tota 1 KESWICK, VA 22947 100.09/0 ZONING: LI — LIGHT INDUSTRIAL W MAGISTERIAL DISTRICT: SCOTTSVILLE I Industrial I SOURCE OF BOUNDARY: DEED RECORDED IN DB 907, PAGE 682. SOURCE OF TOPOGRAPHY: 4 —FOOT CONTOUR INTERVAL FROM ALBEMARLE COUNTY GIS MAPS (USGS DATUM). PAVING SPECIFICATIONS: SURFACE MATERIAL -6" CONCRETE BASE MATERIAL — 6" VDOT #21A SIDEWALK SPECIFICATIONS: SIDEWALK — 4" CONCRETE w w BASE MATERIAL — 4" VDOT 57 CURRENT USES: COMMERCIAL PROPOSED USE: COMMERCIAL L PARKING SCHEDULE: REQUIRED: OFFICE: 1 SPACE PER 200 SF OF NET OFFICE FLOOR AREA GROSS FLOOR AREA = 3,232 SF NET FLOOR AREA= 3,232 *0.80 = 2,585 SF SPACES REQUIRED = 2,585/200 = 13 SPACES WAREHOUSE NOT OPEN TO PUBLIC: 1 SPACE PER EMPLOYEE PLUS 2 CUSTOMER SPACES NUMBER OF EMPLOYEES = 34 SPACES REQUIRED = 34 + 2 =36 TOTAL REQUIRED = 49 SPACES. PROVIDED: 58 SPACES (INCLUDES 2 VAN ACCESSIBLE SPACES) WATER AND SEWER: RIVANNA WATER AND SEWER AUTHORITY SWM VOLUME CONTROL: EXISTING SWM BASIN ON TMP 77 -40P SWM WATER QUALITY: FILTERRA Land Use Table Description Pre - Development % Post - Development C- 201........ Buildings 21,424 15.7% 33,424 24.5% Paved 45,481 33.49/o 45,962 33.7% Pervious 69,438 50.9% 56,957 41.8% Tota 1 136,343 100.09/0 136,343 100.0% 2 VICINITY MAP c—oo SCALE: 1 "= 1000' SIGNATURE PANEL SHEET INDEX C -001 ......... COVERSHEET C -101 ......... EXISTING CONDITIONS AND DEMOLITION PLAN C- 201........ SITE PLAN C -202 ........ SITE DETAILS C -301 ........ STORM WATER MANAGEMENT PLAN C -302 ........ STORM WATER MANAGEMENT DETAIL C- 401........ EROSION PLAN C -402 ........ EROSION DETAILS LEGEND PP POWER POLE WM WATER MATER FH FIRE HYDRANT SSM SANITARY SEWER MANHOLE FFE FINSHED FLOOR ELEVATION TPD TELEPHONE PEDESTAL LP LIGHT POLE APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER /ZONING W ENGINEER INSPECTIONS � ARB DEPARTMENT OF FIRE RESCUE J VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT I I I I I I------------ - - ---I / I I I ---- - - - - -- Refer to Sheets C -101, C -201, C -401 l i i l - --- I I { I I 1 - -- ----------------------------------------- s I - - - - - -- -- I Broadway Street ___- -------- ___— _-------- - - - - -- FO' Public RAW - - ---------------------------- - - - --- � a ----------- -------------------------- r— N63'35'23 "W 300.00' ----------------- a �:D Z Cn U q------------------ -- co C'12 I I � > co TMP 77 -40N —1 i TMP 77 -40Q � = a w I I rem Comme ial Rental, LC I Jewellee Property, LLC �:jj H �, Q © EM 93- v5 DB 3895 -144 � x E . . 3.13 Acres --� I Zoned: LI -Light Industrial W { I rcial Zoned: LI -Light Industrial Use: Comme ►--� a � Commercial 1 4 � � � I z, Use: Comme l -------------- - - - - -- I �> Office Space FI --- 3,232 SF I I I FFE= 393.90 A x � --- - - - - -- — X_- --� I I I _7_ i I I �G \N I A - - I �\ W /vc CV ` � Z LO C::, J I� I M I C19 DB 2229 -332 W Zoned: LI - Light F I Industrial I Use: Commercial , L------------- - - - --1 L ( - -L_-1 � o I z 0p w w r� L I (n wE­1 ff) o CN Q W � 0 W W W m m m z W m0 o U Z LU W Of 0 U C-001 ° � SHEET20 �Alof "!'8 - o ----------- -------------------------- r— N63'35'23 "W 300.00' ----------------- a �:D Z Cn U q------------------ -- co C'12 I I � > co TMP 77 -40N —1 i TMP 77 -40Q � = a w I I rem Comme ial Rental, LC I Jewellee Property, LLC �:jj H �, Q © EM 93- v5 DB 3895 -144 � x E . . 3.13 Acres --� I Zoned: LI -Light Industrial W { I rcial Zoned: LI -Light Industrial Use: Comme ►--� a � Commercial 1 4 � � � I z, Use: Comme l -------------- - - - - -- I �> Office Space FI --- 3,232 SF I I I FFE= 393.90 A x � --- - - - - -- — X_- --� I I I _7_ i I I E–a - - I I I I L2 _ - - - -� ' ado I co 1 I I� I TMP 77 -40M I I Yves Delorme, Inc. DB 2229 -332 W Zoned: LI - Light W I Industrial I Use: Commercial , L------------- - - - --1 L ( - -L_-1 � TMP 77 -40C1 Yves Delorme, Inc. DB 3088 -272 Zoned: LI - Light Industrial Use: Vacant X C1 i 1 PARCEL OVERVIEW -00 SCALE: 1" = 40' Warehouse Space 13,130 SF Height = 25' FFE = 393.90 New Warehouse 12,000 SF Height = 25' FFE= 396.5 I 1 I I I I CO I------ - - - - -- I I x I r C14 I ML------ - - ------ -- - - - - -- -- I � x — — N C14 TMP 77 -40P I M Lacy Mechanical, Inc. BENCHMARK: DB 3655 -442 > Top of Structure 4 Zoned: LI - Light x Elev= 391.43 Industrial i O Use: Commercial 0 0 6© z a a_ 10 � v V) Uj Outfall Riser SBA S2 2� � TMP 77 -38B Rivanna Water & Sewer Authority DB 768 -277 Zoned: LI - Light Industrial Use: Vacant APPROVED A11` emarle County Cafnmunity Development Department Date _3 - i 'z- - Z , L f File tr C) t yvu 13 GUNVE JANG LENGTH IRADIUS DELTA ANGLE ICHOR D BEARING CHORD LENGTH C1 253.27' 638.36' 22'43'55" S64•'53'09 "E 251.61' // \\ 40' 0 40' 80' 120' SCALE: 1 " =40 6 z E–a W W W � � w w W wE­1 {— J V W Uj o SHEET NO. C-001 SHEET20 �Alof "!'8 - a N� - - -_= ----- - - - - -- �- _ - ----------------------- 1------ - - -�-. i i i ---- - - - —�� Broadway Street 'I I -- -1 Uj /I U N z _ — � \ `- `\ FH / \ r 0 Q ice- __ _ - __ -- �____ _ __------- - - - - -- 60' Public R�W -- ------------- - - - - -- - - - -- - - - - -- - - - - - - - ---- _ --- - - 8" DI Watermain i �i Lil i= M M Q Q m m m SSM SSM 5 SSM 8" PVC Sanitary 8" PVC Sanitary ! - - - -- - - -_ - -- _ — -------- .------ --. - -- p W UJ WM __ -��, � �_.- -- - -•-_._ �_ - �-`-------- - - - - -- -- ...392 T -4 T -4 T -4 - __ T -4 r - ° T -3 1 I I I TMP 77-40N rem Comme ial Rental, LC II DB 93 -653 II 3.13 Acres �a i 1 i I ( I I I { { I I 1 { i I { ; I I I I L --- I { - - - - -- - - - - -D Cc I I TMP 77 -40M i I { Yves Delorme, Inc. i { DB 2229 -332 i Zoned: LI - Light { I i Industrial i { { I Use: Commercial i ------------ - - - --I ---40o r � x CN Zoned. LI -Light Industrial Use: Commercial T -2 II III T -2 II IF- Office I�> ,Space A II --JI 3,232 SF I�- Q FFE= 393.90 II i II � II I 1 -II = II� _ J - T -3 ID CD CL �I C4) ^-93 - - - - -- --------------- ° --� I ------- - - - -- I---------------, { I I I \ I o I I I I I U TMP 77 -40Q Jewellee Property, LLC I I DB 3895 -144 Zoned: LI - Light Industrial I I Use: Commercial . �1 — — � I I I I I I I I I F — I t_ il I ----------------- - - - - -� I o I----------------- — -- - - - - -- �— -- ° TMP 77 -40P Lac echani , Inc. BENCHMAR : DB 36 -44,y, --- - Top of S ucture 4 Zon d: LI /Light Elev =391 43 Industrial/ - �� s" RCP Use: leo/mmprc2al f / Storm Water I E / Management C Basin 1 Steel Pate w th 15" orifice n end of pipe i / TMP 77 -40C1 Yves Delorme, Inc` DB 300- 27 Zoned: LI - Lt Industrial ~ ` Use: Vacant 30' 0 30' 60' 90' , - _ ___• r '- SCALE: 1 " =30' TMT _ 77'38.1 Rivgnna • Dater ..& -Sewer Authority 768 -277 - -Zo'ned: LI - Light Industrial Use: Vacant imar Ou tfa - -- -r `-� Riser. ......... C- 00 / z <II I I I I oil I {I I { U- I; I { Warehouse Space c ch -3 I I 13,130 SF H 1 -4 0 M ( Height = 25' { I FFE= 393.90 V I I o � { I I I I I O ----- - - - - -- �+ , O O t—+ 4• 4 p •4 4 / / •4 p p> .• p 4 < Q Remove 30'x70' Portion LLJ of Concrete Pavement ~ �W U ~ w I 1 -II = II� _ J - T -3 ID CD CL �I C4) ^-93 - - - - -- --------------- ° --� I ------- - - - -- I---------------, { I I I \ I o I I I I I U TMP 77 -40Q Jewellee Property, LLC I I DB 3895 -144 Zoned: LI - Light Industrial I I Use: Commercial . �1 — — � I I I I I I I I I F — I t_ il I ----------------- - - - - -� I o I----------------- — -- - - - - -- �— -- ° TMP 77 -40P Lac echani , Inc. BENCHMAR : DB 36 -44,y, --- - Top of S ucture 4 Zon d: LI /Light Elev =391 43 Industrial/ - �� s" RCP Use: leo/mmprc2al f / Storm Water I E / Management C Basin 1 Steel Pate w th 15" orifice n end of pipe i / TMP 77 -40C1 Yves Delorme, Inc` DB 300- 27 Zoned: LI - Lt Industrial ~ ` Use: Vacant 30' 0 30' 60' 90' , - _ ___• r '- SCALE: 1 " =30' TMT _ 77'38.1 Rivgnna • Dater ..& -Sewer Authority 768 -277 - -Zo'ned: LI - Light Industrial Use: Vacant imar Ou tfa - -- -r `-� Riser. ......... C- 00 / W Q 0 Z 0 CU V) w 0 a z O wow c ch -3 W H 1 -4 w W Q 0 Z 0 CU V) w 0 a SHEET N0. C — 10 SHEET 2 of 8 O O �+ , O O t—+ W Q LLJ ~ �W U ~ w z m V) SHEET N0. C — 10 SHEET 2 of 8 z o � N� C� _- -- - - - - -- - -- - -- - - - - -- - 1-- - - - - -- ------------------------ - - - - -- _ - �------ - - - - -- �-► I I C � o o f --- _____ - - - - N �0- z Broadway Street FH / / o a 1-- 60' Public RAW -- ------------- - - - - -- - - - -- - - - -- — — — — — — — 8" DI Watermain SSM z o m m m z m z o 0 SSM � w w 5 — 8" PVC Sanitary— 8" PVC Sanitary SSM � � � � o — w _ - - - -.- _ - _ _ -- . -_ -_.- _. - - - - - -i 7._ - _ �,,. //\ N63'35 23 "W wM 300.00, -___ _ ----- �--------- - - - - -- o /--- o —. T-392 O ' Par 6- Setbac __-T -4 -- _ -1 T -4 T -4 _ \ \ �- s- -- II � 21 Spaces @ 9'x18' U5 - I I I---------- - - - - -- --� -- CP li 15' ?,-- TMP 77 -40Q 1� TMP 77-40N �� I I Jewellee Property LLC I 50' 'Iding Setback _ rem Comme ial Rental, LC (I I I� jl I 6 C DB 93 -653 I� DB 3895 -744 I I L O o �, �, I Zoned: LI Light Industrial I I I I V) 3.13 Acres I I \ 1 I _► II C) J!)11 III I Use: Commercial ---400 ~ � 1 a) U LL- c >< m V Zoned. LI — Light Industrial xI I I 1, d- Use: Commercial I� - K I L--------- - - - - -- I- }� ----- _____ - - - -- � 11 ace ® x18' T -2 a T -2 —� I' � I Concrete II Il Concrete Pavement CG-2. Pavement ` J�, � _ c ' Stlwml- \ 101 c� �, I� Office S pace p l p t I I I it I r-�- 3,232 NSF cn 1! FFE= 393.90 II 11� I 101' — — — — x = T_ 3' { r � I L _- - - - - -J 11 Concrete p I ! Pavement I I I I- 79.6' Q, I ) U 79.3' I ( I !1 2?_0 X( I I d I Warehouse Space _ I I Concrete ° d II O C) 13,130 --SF �, I Pavement /'`�- �7 �•, I Height - 25 i _ FFE =393.90 I co c�11 L----- - - - - -- ----------- - - - - -- ° J I �� I I I I I I I I I I I Iu ,I I wN \ TMP �77 — '. _ t I I ( 40P New New z Lac ,,ani Inc.__-- - - I I I ( Pavement I! BENCHMAR : DB 36 —442 ---- - Pavement — _ _ _ 101 — — — - L - - - _ Top of S ucture Zon d: LI -,- Light a4 4 Elev -391 43 Industrial t 4 ° 394.0 , A 4 18" RCP Use : -- Commprc2al ` f a a a ,t1 c j 4 � \ 393.0 2000 393.0 New New 46' � CG -2 Filterra -Roof drains for New Warehouse new building shall 1 12,000 SF discharge at this ` O Storm Water Height = 25' location / Management ! I `'`'• ,! � ` � i 11 FFE= 396.5 �. / / Basin 1 3' -24" CMP Steel Pate w th 15" orifice end of pipe X m _ Outfo °--` �` �, `�--- ~..__....._..... _ -- ---- -_ ._._- -- •- --�___ �.� ___�' � � 388.x- --• - _ -..1. ``�� ^` � __ .___ — ......._._ _ - - - -/ -- -- - -'' �/ � � _�- -- `�� ._-- -' __ - � � ._- v-- -- -- ---- `-" _ � ,rte _ - __ ___ � S � L--�•' - „, -"'�- ''� `_ -- \ co UP 7-7- 38.8' TMP 77 -40CI C1 RivaBaa” - -- Water. -�c-- Sewer Authority - \ Yves Delorme, Inc. _ - —DDB 76'8 -277 DB 300— 27 _._._.. \ - ._...,-Zoned: LI — Light Industrial ~� Zoned: LI — Lt Industrial Use: Vacant Use: Vacant --- ----- -380 30' 0 30' 60' 90' SCALE: 1 " =30' I i I- _ I I -IJ I ( � I I I L�_ I I I I � -2 I (D i I Z a 1 �t - .--- -_ - - -- I W --- - --- i -� w I I z I I TMP 77 -40M I, Yves Delorme, Inc. DB 2229-332 I Zoned: LI — Light j I i I Industrial CO L------------ Use: Commercial - - - --I I` I ---400 ~ � 1 a) U LL- c >< m V Zoned. LI — Light Industrial xI I I 1, d- Use: Commercial I� - K I L--------- - - - - -- I- }� ----- _____ - - - -- � 11 ace ® x18' T -2 a T -2 —� I' � I Concrete II Il Concrete Pavement CG-2. Pavement ` J�, � _ c ' Stlwml- \ 101 c� �, I� Office S pace p l p t I I I it I r-�- 3,232 NSF cn 1! FFE= 393.90 II 11� I 101' — — — — x = T_ 3' { r � I L _- - - - - -J 11 Concrete p I ! Pavement I I I I- 79.6' Q, I ) U 79.3' I ( I !1 2?_0 X( I I d I Warehouse Space _ I I Concrete ° d II O C) 13,130 --SF �, I Pavement /'`�- �7 �•, I Height - 25 i _ FFE =393.90 I co c�11 L----- - - - - -- ----------- - - - - -- ° J I �� I I I I I I I I I I I Iu ,I I wN \ TMP �77 — '. _ t I I ( 40P New New z Lac ,,ani Inc.__-- - - I I I ( Pavement I! BENCHMAR : DB 36 —442 ---- - Pavement — _ _ _ 101 — — — - L - - - _ Top of S ucture Zon d: LI -,- Light a4 4 Elev -391 43 Industrial t 4 ° 394.0 , A 4 18" RCP Use : -- Commprc2al ` f a a a ,t1 c j 4 � \ 393.0 2000 393.0 New New 46' � CG -2 Filterra -Roof drains for New Warehouse new building shall 1 12,000 SF discharge at this ` O Storm Water Height = 25' location / Management ! I `'`'• ,! � ` � i 11 FFE= 396.5 �. / / Basin 1 3' -24" CMP Steel Pate w th 15" orifice end of pipe X m _ Outfo °--` �` �, `�--- ~..__....._..... _ -- ---- -_ ._._- -- •- --�___ �.� ___�' � � 388.x- --• - _ -..1. ``�� ^` � __ .___ — ......._._ _ - - - -/ -- -- - -'' �/ � � _�- -- `�� ._-- -' __ - � � ._- v-- -- -- ---- `-" _ � ,rte _ - __ ___ � S � L--�•' - „, -"'�- ''� `_ -- \ co UP 7-7- 38.8' TMP 77 -40CI C1 RivaBaa” - -- Water. -�c-- Sewer Authority - \ Yves Delorme, Inc. _ - —DDB 76'8 -277 DB 300— 27 _._._.. \ - ._...,-Zoned: LI — Light Industrial ~� Zoned: LI — Lt Industrial Use: Vacant Use: Vacant --- ----- -380 30' 0 30' 60' 90' SCALE: 1 " =30' w Q a I I Z � �:D Z�oo � -2 co C Z a W w Q a I I -� w W w � CO w w o Ld =i nn v SHEET N0. C�201 SHEET 3 of 8 G 12" TYP 8" DIA. RESERVED PARKING [ 18" 1 1' -4» 10" 63' AC( SSSIBLE CORNER RADIUS 1 -g" - �— IS 1.5" (TYP) 1' -10" PENALTY �- 12" AWAY ZONE 14 "R ��100 �SOO F►IE 4" WIDE WHITE 4 WIDE WHITE PAINTED LINES PAINTED LINES SPACED 2' ON CENTER --TIRE STOP (TYP) 4" WIDE WHITE PAINTED LINES F,Apl Existing Concrete New Concrete Pavement Pavement 3000 psi Concrete New Base Depth = 6 inches VDOT 21 A FExisting Base Depth = 6 inches L-Aiawiy Subgrade 2 NEW PAVEMENT DETAIL -20 SCALE: NTS ►O =E LO Z ixk o cl:� z° ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION V.D.O.T.. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 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, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 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 - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). w Q 0 z 0 w ry U V) w 0 0 z E—+ W Q W � � w � O � AWE+ W � w WN w � UD U w 0 CC' m SHEET N0. W N O E-i Q W L� w C -202 SHEET 4 of 8 d- r Mi n NOTE 1 Min 0 z � 0 NOTES: I 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN ACCESSIBLE SPACES. .y 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS I A'' 02 SHOWN HERE ARE MINIMUMS. o 0 3. TIRE STOPS SHALL BE INSTALLED 2 FROM FACE OF CURB IN EACH HANDICAP SPACE. 0 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD "PENALTY, w U 5 CIO "RESERVE PARKING" SIGN AND STANDARD TOW -AWAY ZONE" SIGN SHALL BE 0 Q a W � - m m m Q 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN AS VAN ACCESSIBLE, PROVIDE "VAN "2" o U z o 0 6. RESERVED PARKING SIGN. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO 0 a, MORE THAN 7' ABOVE THE FINISHED GRADE. 0 W ct 0 U DRAWINGS FOR SIGNS. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL z p U ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION V.D.O.T.. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 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, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 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 - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). w Q 0 z 0 w ry U V) w 0 0 z E—+ W Q W � � w � O � AWE+ W � w WN w � UD U w 0 CC' m SHEET N0. W N O E-i Q W L� w C -202 SHEET 4 of 8 9' SEE �- 8' T Mi n NOTE 1 Min � NOTES: 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN ACCESSIBLE SPACES. .y 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS A'' 02 SHOWN HERE ARE MINIMUMS. o 0 3. TIRE STOPS SHALL BE INSTALLED 2 FROM FACE OF CURB IN EACH HANDICAP SPACE. 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD "PENALTY, w U 5 CIO "RESERVE PARKING" SIGN AND STANDARD TOW -AWAY ZONE" SIGN SHALL BE f--1 a W � - INSTALLED. F M 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN AS VAN ACCESSIBLE, PROVIDE "VAN "2" ACCESSIBLE" SIGN WITH MINIMUM HIGH LETTERING MOUNTED UNDERNEATH 6. RESERVED PARKING SIGN. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO a, MORE THAN 7' ABOVE THE FINISHED GRADE. W 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGNS. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL z ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND W THE CODE OF VIRGINIA SECTION 36- 99.11. 1___� HANDICAP ACCESSIBLE PARKING DETAIL -20 SCALE: NTS ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION V.D.O.T.. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 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, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 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 - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). w Q 0 z 0 w ry U V) w 0 0 z E—+ W Q W � � w � O � AWE+ W � w WN w � UD U w 0 CC' m SHEET N0. W N O E-i Q W L� w C -202 SHEET 4 of 8 a _ - -' -_ -• ` l 1 i I /r1 i - I - -� - - -- I - - - - - - - - - - - - - - - - - - - t rr' r ; -- - - - - -- -- - -- ; �-- ���^ .�1 Flow Line for I - - - - _ `�\ ,� r i --- - - - - -� -------------- (� ---- - - -�~� - _ - - - -= -�\ Time of Concentration ! - _ ------ ��__ t ' I t 1 , rr I I 1� 1 r--- - - - - -- -- 1 L =909 , S =5.0 %, CN =76 � ► I `` ' �.__ / A ; 1 !1 I I 1 I� I � I 1 ' t i , I ----- - - - - -- / \ I 1 i, / i I /f� ' I I \ - - -- i Tc =14.9 Minutes 1 t / I _ \ r- , �--- _ - - - - -- I = == - - I ` t .E. ti II r- - - - - -1 1 I , , - -i --1 I 7 - -- \ I,I 1 --~ -- -I ` r s t / '- -\ I I r I I \ .0.." r r -- - { 1 I I I I woo i I I 1 I 1 I r -. , .� (- 1 1 � I 1 y ,. �' 4i I ., Flow Line for I TI, - - -- L�-- J ' ��, ^� ! ? �` \ ` ' I ' j /��- ` L -_� J l ice^ I ' ' �� i Time of Concentration j I t ' ` + 4 1 ___11 1 I! I I / L =1320 S =3.5% CN =91 I 1 � - - ', o i _ ° --- M Tc -14.3 Minutes r 1 - - - - -- i 1 I <� ' ��i `i / +tl- �F- �► i I i Il r{ I -, �7 I 1 L_--- ' ` ! r-- (� I \ L - - -- -- 1( - - -- - --- '�)' �✓ t I \ �-- - -- - -- -- - - - - -- -- J- % �. I - - - -- t L - - -- 1 - - - - - -- __ - - -_ - -- -- -- - - - -- - -- - -- --- -t=% ( I i L- - -- - - -- _._ __ ___�1- __� -- 1 r--- - - - - - -- � 1 ' I ` I` I i U� { i I .\ I` I I 4�--- - -- - -- ! I I f - - -- ---- - - - - -- - - -------- - - - - -- t \ _ _ _ - -- - - -- - - - - - -- -- - - - - -- -- - -- JC, �_ - -- - - - -- _ - - - - - - -� - - -- -- - - - - -- - -- - - -- - - -- ------ - - - -__ ----- - - - - -- - -- - -- __-- ----- ---- - ____ - -- -- -- °�- ---- -- ------- - - - - -- -- -- -- - - - - -- -- - - - - -- "' r -4r- ------- I S+ - - - - - -- -- - - - - -- - - - -- ----- - - - - -- - - ----------- - - - - -- ' \ -� --- NZ, - - - - -- - - - --- .\ r - _ - _ -_�- f--- - - - , - ____ ,�- - - - _ _ , _ _ - - - - - - - - - - --- ---- -- -- t 1 _ _ = , i r------- -------- - - - - -- 1 `.. T I t t t- I 1� 1 i / 1, _._ , - ✓� :� 1 r'------- °- - -- -- -` , i' I t t 1 FIT i I t ' I r� �__ ` 1 i ,� / 1 i - ------- - - - - -- i _----- - - - - -- r -t '1 (1 ------- - - - - -- I I { { ( -I I r' ! I t I 1 1 r I I1 .1 ./xl l_),L- 1; --� \� i\ I J { 1 1 .� �411_l_l_ I I / I i I r� \ 1 t _________ t t r I I x x -- - - - - -- - - - -I I } ~ I I { x \ I' } -- ` - .------- - - -- -- I -._- !y j` --� t /---- -- -`-- ----- --- - ^----' ` I i J it b I (� r -- --i� / i _- --- - -- ` _- •_T_-'- -r t t t � ! I I 1 1 I I' - - - - -- -` =� I I I 1 1 ! u Drainage I - - - -� .1 1 1 1 I I t 1 1. lJ / -- '1 I \ 1 1 i 4 x I i U- _---------- - - - - -- ' ( ' __ x 1 I l t I I i g Area DA -B r- -- L I- I i I - - -- I _ I I I I I I L, Area = 11.07 Acres I I "s --- __ -- � �,CN =88.7 I n 1 I! lI r- - - - - -- °� __--- �1 i 1 �- - - - - -- ---- - - - - -- -- I T Drainage Area DA -A L - - - -- 11 It -- --- - - - - -- �� - •, I Area = 11.07 Acres I 1 I) i It - -- -- --- - -____ •». �'" - 1% I L___ L__----- - - - - -- i '[ % < `i... �/-'\ ! \ I I CN =73 I 1 1 L----- ---- - - - - -- L I I .,t... /rrr 11 �1 `` II 1 L I 1 c1-: ') I 1 r"wa,.�., ...r / / r -- \ 1 ! 4 I I I ( L ----- rn. ro.i.rw+. .. +. / f /` ; 1 _ ___ L____J rrn I...Lw 41 \ r ;°oo rr Mw"`l / / a.. w w t f , 1 1 jI1 i -- I 1 C r�aoo u S..n""l "' / / / / / tea.. w�. 1 I I (I I ` "'! I 1 ' 1 �,r.�t ``��// +ter f 1 r�i- - - p I 1 I ( �ti% j L -_ _-� , ` r - / 1 t _ IN, i � _ 1 f j/ t f ( ^''.�/ - 1 ,,• •}' -� J � i"�'' 4� /} i �(Il! ° } I 1 t + 1/ l � •"Y..''% =� ( i�- 1 ` ` ���� ..-�L- -- - �r -_ae ` ^st'� /1 9' l i ( f t -�'� E I ''r� - -- J ( i i �� I / ya / / / 4 r �e t !/ �- -..._ ,a �" ....,,� •�, / rr j r � f Iw. • .�, �---- .... ./" __,-\ ` /- ` i �,• •� X r r f-/ r �r � (.w .r°v� - _ -. ° ...� I �..� ,,,,/ 4~I.,.- -.- ..._.i i ''�..,,• � f/ / 1 � � „� � - � „�., ......_...,.. _ __--- r � � � ' i � r r \\, r \ ._ __.._ ._._. -. � `_ _� � •.""�.�.... _...... _ �---'^ -. � ( � � �.•- � C .� ..--^ _.�' _'N -"� - ,,,,._ ..._ _- --__ -�-� * r f � r��'�� --' � r / ` ~ \ \ �\ \ `"_ __ - _ - ."_ "'� `•-^� L '.- '�//'.. -- :' �„ .� '.'�� '- �! "`"„� < -" __ ` +' �.. ', \ _ J r/ \\� 1. Calculations for the Storm Water Management basin were r , , , / f � approved for SDP 84 -24 in March 1984. Calculations for (/ `- `•, - -- -- _. , ` - ,,Z f ' rf`(r development on other parcels within the drainage area �1 ,• t could not be found in County Records. -. -_� ___._ � ti, jl• -. ,� /,,%� �.� � \ ` 2. Topography that existed at the time the SWM Basin was - -- �� \.� ,� � --- i /, � ��� �l 1 \-' _ .�; - -' -`- - '� , -� � +�, V__ ia` _ . _ j/ -� \1\ \ approved could not be found. For purposes of these ___ _ , r// _ \� _ _ _.,�, - "�r _ a�° ; r� -•_ - -�.__ _ _ "�� ��, `,� �•_` -� calculations it was assumed that the overall drainage area - -- _ _ �� ;� •, _ % /" ,� \ \\ i _ -� -�-- ; ' f - -- `- - -•-.. _ - �� \� �___• "'-- --� - -- -..� rid \ � � was not significantly altered by the developments that drain to the SWM Basin. The Pre - Development flow path � �' for the Time of Concetration was estimated for these - 384 - v.'�= •- `\ ~�. \ /i % r \� calculations. 1 PRE - DEVELOPMENT DRAINAGE AREA 100' 0 100' 200' 300' 2 POST- DEVELOPMENT DRAINAGE AREA 100' 0 100' 200' 300' 3 - ` - -- ------------- - - - - -- ' �' t`I Dl Watermain - - - -- � 2� 8' PVC sanitary SSM jr PVC Sonita ¢ t� Q - -� --- - - - - -r - - -- --------- ----- - - -- o ``-' - ! Q. Q W%1 -= -' ------ 1.7 '11771-1 -7 1 1 O Z cV ?� 4 0 1 !� o . I sL 2 Drainage Area for I I I L_____ Iry cV Cn � fr Structures 5, 6, & 7 1 \ ` i - - - -- - - =•- ° `� ~ I- _�..�_�_ ,,.� Area = 1.13 Acres ,1 1 w w � r = 0.90 _ ' ; Z o m m m 110 = 4.07 in /hr _ 11 l m cn z ° Q10 = 4.14 cfs _ 1 ` i o Z v X w • N I CK I---- - - - - -- Drainage Area for I W X Structure 4 I Z Area = 0.7 Acres C =0.90 Tc =5 Minutes F�ow ine for 12 = 4.8 in /hr PL - -_7 Time of Concentration ' X I t \ ` Q2 = 3.02 cfs 1 / S =1.7% 110 = 6.7 in /hr �\ 15 y C', 0 1 New Q10 = 4.22 cfs x 1 concretetC- =0.65 Concrete ! 'I �0,a ',J-i r� 0 W Pay n I =17.8 Minutes I P °"G"°nt I BENCHMAR : - --- - -- Top of S cture 4 t ; • .. Elev =391 • ' { ' 'rte E-H `7 94.0 ! '' / ,r "_._ 1"�j w o $` RCP � x a 393.0 393.0 New New 4'x6 / / r" + 'Z W k CG-2 f tlterro co \ oof drains for New iYarehovse new budding shall % %� / �� (s� •'' 12,000 SF discharge at this 1 w Height = 25 f / S FFE= 396.5 gti_p, 1 1 g RD / r STORM SEWER DRAINAGE AREAS 50' 0 50' 100' 150' -301 SCALE: 1" =100' C-301 SCALE: 1 " =50' SCALE: 1 " -50' -301 SCALE: 1 " =100' SCALE: 1 " =100' SCALE: 1 " =100' 1400 395 390 1385 1380 1375 1370 1365 360 355 350 0 +00 4 STORM SEWER PROFILE -301 HORZ SCALE: 1 " =20' VERT SCALE: 1"=5' 0 +50 1 +00 1 +50 STORM PROFILE NOTES: 1. Information shown on this profile was obtained from an as -built survey of Structures 1, 2, 3, & 4 that was performed on November 14, 2013 by Meridian Planning Group. 2. Structures 5, 6, & 7 will be not affected by the improvements shown on these plans. 400 380 395 375 390 370 385 365 380 360 375 355 370 350 365 345 360 340 Top of Embankment STR -4 Elev = 376.0 V, Cn �2 r7 N rn ¢ 00 STR -3 to i ± rr, 1 � t�moo» > CN .o - o. o�o I oap� / C� \ 00 Lf) -{• F- M C:) IZI ( / (D Q 0 > F¢- to >Ezz / \ II .- o 0 -o o W 3r� � �✓ HGL Cl- V a l i I- Existing Grade w i C7 E N STR -2 / W L i r, �^ o ry LLJ _ ao to SHEET N0. .- rri C-301 C:) Lr, II SHEET CST -1 !� (D 15g �5 v,>DE zz 0 04 o I r•, v, C,4 n Cri M ) M CD fQ 39.98 -24 "RCP ® 0.987- 0 +00 4 STORM SEWER PROFILE -301 HORZ SCALE: 1 " =20' VERT SCALE: 1"=5' 0 +50 1 +00 1 +50 STORM PROFILE NOTES: 1. Information shown on this profile was obtained from an as -built survey of Structures 1, 2, 3, & 4 that was performed on November 14, 2013 by Meridian Planning Group. 2. Structures 5, 6, & 7 will be not affected by the improvements shown on these plans. 400 380 395 375 390 370 385 365 380 360 375 355 370 350 365 345 360 340 PRIMARY OUTFALL RISER NOTES: 355 1. Information shown on this profile was obtained from an as -built survey of the Primary Outfall Structure that was performed on November 14, 2013 by Meridian Planning Group. 2. The top of the existing riser is 346.41. A 2 -foot riser must be installed to raise the top of the riser to 348.41. 3. The existing steel plate on the end of the 24" CMP has an 15" orifice. 350 5 PRIMARY OUTFALL PROFILE -301 HORZ SCALE: 1 " =20' VE RT SCALE: 1"=5' ALBEMARLE COUNTY ENGINEERING 380 GENERAL STORMWATER MANAGEMENT NOTES 1. All dams and constructed 61l to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 375 2. Pipe and riser joints are to be watertight within stormwater management facilities. 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 permission has been obtained from the County erosion control inspector. 370 365 360 355 350 345 340 w Q 0 Z O_ t-- t� w 0 6 Z Top of Embankment Elev = 376.0 0 0 / C� \ 00 Lf) (, U � o Q 0 > \ II .- o -o o W 3r� � W vv-W p o \ Cl- V a l i I- w i C7 E N Q a, Zw W L i r, > U) = o ry LLJ _ a to SHEET N0. C-301 SHEET 5 of 8 15g �5 PRIMARY OUTFALL RISER NOTES: 355 1. Information shown on this profile was obtained from an as -built survey of the Primary Outfall Structure that was performed on November 14, 2013 by Meridian Planning Group. 2. The top of the existing riser is 346.41. A 2 -foot riser must be installed to raise the top of the riser to 348.41. 3. The existing steel plate on the end of the 24" CMP has an 15" orifice. 350 5 PRIMARY OUTFALL PROFILE -301 HORZ SCALE: 1 " =20' VE RT SCALE: 1"=5' ALBEMARLE COUNTY ENGINEERING 380 GENERAL STORMWATER MANAGEMENT NOTES 1. All dams and constructed 61l to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 375 2. Pipe and riser joints are to be watertight within stormwater management facilities. 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 permission has been obtained from the County erosion control inspector. 370 365 360 355 350 345 340 w Q 0 Z O_ t-- t� w 0 6 Z 0 > W � W I- w W o o ry LLJ _ a to SHEET N0. C-301 SHEET 5 of 8 e a 6.00" w 6.00" •J� w LD -229 Storm Drain Design Computations J i IPr i�l o t Route. _.. _.. of: FestiyFare - r------------ "------ - - - - -- NO DUMPING PLACARD. ¢ _ -_ f ( :County_ Albemarle =District: z i F- ' . .,. , .. ..,. E - TR E GRATE & FRAME. I I d > Description: Pipe Calculations U i p FRAME CAST MONOLITHIC F From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv Pipe Pipe Velocity Flow time Point m A Coef AC AC Tc Int Flow Inv Inv Len S Dim Cap SCH -40 PVC COUPLING - - 3X 42.00" IRRIGATION PORTS Inc a 0 (ac) U v 2ea- / 4'x 4' (min) (in /hr) (cfs) El El (ft) % (in) (cfs) (ft/s) (min) 1 2 .�`.\ 3 ♦ ;•<� 4 5 :w •♦off :♦, 6 7 8 •moo R, 9 a; .., 10 11 12 13 14 \; `♦: 15 16 17 STR-7 STR 5 1.13 0.90 1.02 102 17.8 4.1 414 1 a + C STR 4 STR -3 0.70 0.90 0.63 1.65 17.8 4.1 6.75 383.93 381.11 41.9 6.73 18 26.11 5,3 0.13 STR' STR -2 O Z V W 17.9 4.1 6.75 381.01 353.01 75.0 37.31 18 62 -29 24.64 0.05 S -2 TR S A TR 1 2 3 4 1 .0 $ 4.1 6 .75 '51.71 3 51.32 4 fl 0- .9 fl 8 24 21.86 6.9 0_ 10 16 17 18 ,• 20 .. : :` r. Y . (cfs) (cfs) (cfs) E-4 INTO TOP SECTION. I ap O l �� I \ ., � ����� O - STANDARD 48.00" 1 30 MEN ME�o I �j �, 0� I CURB INLET OPENING. �O 4� _� - - - - -- L-- =d- - - - - -- d- U J ,J 1 , S 0 ' � I CLEAN OUT ACCESS COVER. O Z A 10� A N ��`��_ T to 1 4 to C C i 1 T I � G G 1 1 1 � N (n I-- -- � - - -- -- - -- , - -� o ¢ 1- I- LD -204 Stormwater Inlet Computations m 6.00 i t. w (Feet) M Outlet Pipe PVC SCH-40 4'X 6' 4.00' 6.00' 1 ea. / 3' x 3' 04 00" 4'x65' 400' 650' lea /3'x3' 04.00" 4'x8' m m lea /3'x3' 0400" z 4 00' 16.00' a Q Q 6 00' 8.00' 1 ea. 14'x 4' ai 6' x 10' SCH -40 PVC COUPLING - - 3X 42.00" IRRIGATION PORTS g- a 0 U U v 2ea- / 4'x 4' 06.00" 2) PROVIDED. CAST MONOLITHIC, IN TOP SECTION. 12.00' m o U V) � Di w > 8' x 18' TIONAL ON ALL FOUR SIDES. o U) � X � 8.00' c 3ea. / 4'x 4' (W() V U O t� U LD -204 Stormwater Inlet Computations m L (Feet) w (Feet) M Outlet Pipe PVC SCH-40 4'X 6' 4.00' 6.00' 1 ea. / 3' x 3' 04 00" 4'x65' 400' 650' lea /3'x3' 04.00" 4'x8' 400' 8.00' lea /3'x3' 0400" z 4 00' 16.00' a "" a� 6' x 8' 6 00' 8.00' 1 ea. 14'x 4' ai 6' x 10' Z g- a a iv U v 2ea- / 4'x 4' 06.00" 2) ° C 12.00' 2ea. 14'x 4' o U 8' x 16' Q 16.00' E c > 8' x 18' m 0) o U) �' X � 8.00' c 3ea. / 4'x 4' (W() V U O t� p ) (n Ld i6 4- a + C p(1)) � W -1 ca U) U O Z V W = Ci a a � Q a- 0 is o C3 Ci 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 (ft) (ac) (in /hr) (cfs) (cfs) (cfs) E-4 (`/') (Y') (Y') (fit) (ft) (cfs) (cfs) STR-4 DI -3A 2,5 0,70 0 .90 0 .63 4. 0 2.5 2 0. 0 0 2.52 0 D16 0 01 0.020 0 .0803 0 85 0 08 0 10 0Ia 2 .5 2 0 0 0 `l "\ � A .• ,• „1 �� e ♦z W W n� Ld TREE /PLANT AS REQUIRED. �01 �,0 W U TO BE INSTALLED AT ACTIVATION. TREE GRATE & FRAME. -- b n��c� CLEAN OUT ACCESS COVER. CAST MONOLITHIC INTO TOP SECTION. STANDARD 48.00" 3.00" TO 4.00" MULCH. - CURB INLET OPENING To Elev= 391.50 8.50" r-+ 8.00 = '� GUTTER FLOW LINE 18.00" TOP SECTION I 3.50' [42.00"] --+ I INVERT TO TOPS A-+ W T dt &G JOINT. H ..-1 4.17' [50.00-1 32.00" t/1 o U _ .. BASE SECTION O F- ( W_ I pzj 02 6.00 ,iw� r5 aI •u - -40 PVC COUPLING PROVIDED. n� CAST MONOLITHIC. FILTERRA FILTER MEDIA PROVIDED. �.-�{ rw� OPTIONAL ON ALL FOUR SIDES. BEDDING. 'K a z BY dTHERS SECTION A -A UNDERDRAIN STONE PROVIDED. W �} o PERFORATED UNDERDRAIN SYSTEM PROVIDED. TABULATION Size / Designation L (Feet) w (Feet) Tree Grate Quantity / Size Outlet Pipe PVC SCH-40 4'X 6' 4.00' 6.00' 1 ea. / 3' x 3' 04 00" 4'x65' 400' 650' lea /3'x3' 04.00" 4'x8' 400' 8.00' lea /3'x3' 0400" -4'x 16' 4 00' 16.00' tea / Tx 3' 04 00" 6' x 8' 6 00' 8.00' 1 ea. 14'x 4' 04.00" 6' x 10' 6.00' 10 00' 1 ea. / 4'x 4' 06.00" 6' x 12' 6.00' 12 00' 2ea- / 4'x 4' 06.00" 8'x 12' 800, 12.00' 2ea. 14'x 4' 06.00" 8' x 16' 8 00' 16.00' 2ea / 4'x 4' 06.00" 8' x 18' 800, 18 00' 3ea 14'x 4' 06 00" 8'x 20' 8.00' 20.00' 3ea. / 4'x 4' 06.00" P4 1 FILTERRA DETAIL C-30 SCALE: NTS Lil Q Z O I- n U (n Ld O Z H E-4 W Z E-4 W W W � (2) O �I P -i W W W O � Q Ld E---4 Of a_ _ U) (n SHEET N0. C-302 SHEET 6of8 G — — L\ I ----------------- --- - - - - -- Broadway reet � \ _., . �-__ - -_ - --- -" ---- -_ _- .��� -___ - ._----- --- --- // � y FH / -- ----- - - - - -- - - - - - -- - - - -- - -- Public RIW - - - - -- - - - -- 8" DI Watermain ` SSM _ 5 _ `^ SSM - 8" PVC Sanitary- SSM 8" PVC So 5 -- -- - - - - -- \ � �° N63.35 23 "W WM 300.00 - _.._.. - - -- - — - - - - -- ' --` - \ ------ - - - - -- -- -392 r _.-T -4 -1- T -4 _ T -4 --` "- _ 0 Pa Setbac \ 21 Spaces 9'x18' � � + ° + R-� - + TMP 77 -40Q i! t I I II TMP 77-40N 11 Jewellee Property, LLC I 1 50' Xi (Ting Setback rem Comore tial Rental, LC II E I I g DB 3895 -144 II © o �� II I Zoned: LI - Light Industrial I II V) 3.13 Acres 1 I Use: Commercial n I Zoned: LI -Light Industrial I III N m x v I I Use: Commercial I, I 1 - - - - - J T -2 11 ace ® 'x18' II T -2 II I I \ ( 1 QConcrete II G_ II Concrete c I Pavement �.-I _ -_ , -- - - L =�- Pavement 00 �i. c - Sidewmlk - I % I• r — °' ll ' 101' II -I I II 1 1 n 11 i- it --�-- �` + t 1 11 1� 1 i t I J 1�> M Office Space a II II 1 I i I I - / 3,232 SF FFE= 393.90 I j II v d - - -- 101' — - -- I ( I �\ X T -3 I I �I 1 _ _ _ _ _ 1 , ►; Concrete (D - i ' it I I II I- - - - - - - , II I I 11 1 Pavement I I I 79.6' II i U 79.3' I II co X I U- I� I d I . Warehouse Space o I Concrete L--- o I 0 13,130 SF PO Pavement I ° M' °° °° 7 �°_ I � Height = 25' I O° I ( o IP FFE= 393.90 ti i I - - - - f — ° — _ ---- - - -0 ( \ - - - - - - 0 °O� O° 0000°° I 1 I I .;0 ? © ( I II N + ° I ° ° °0 p �' TMP 77 -40P TMP 77-40M °O°°°° N 1 I New I ( New p z Lac .Mechani ,Inc. -- �- �- ''- I Yves Delorme, Inc. I ' 1 0° o° Concrete I Cie �"� _ 1 0 I I Pavement p DB -- DB 2229 -332 p00 0 Pavement BENCHMAR I Zoned: LI - Light j l 0000 ° - -g,d- �-� 1 I Top f 43cture 4 Zon d: LI /Light- j 1 Industrial + a. Q 4 i Indusl`rZal/ ` I Use: Commercial 394.0 p ° � 18" Use: Comm ercial RCP M , O /' ! -1 x C 200 ZD 393.0 Ax6 New New I 393.0 CG -2 Filtet I pIx Roof drains for `^ I� � � I O �.,, w Warehouse o Ne new building shah vi x U) 12,000 SF discharge at th' Storm Water ~° Height = 25' location / Management Basin FFE= 396.5 ,��bV i I 'a— .:... X—x —.x X— X— X— X— X— X— X— X —X —.x X —X —X / I3' -24" CMP TURBANCCE� ' i� ` ^��' I Steel Pate w th 15" ' -� LIMITS OF DIS /, , � ...._ -_ _ °c 1 orifice en of pipe °~ f, ( ' TMP?.- 7--7.- 3!$B' TMP 77- 40C1 C1 Rivgnna- Watgy &- -`ewer Authority Yves Delorme, Inc _ ---, - -'DB 768 -277 — �'- DB 30 272 --' -~ °- �` - _ _._ _Zoned: LI - Light Industrial Zoned: LI - LigL Industrial - - -' � _ Use: Vacant ` Use: Vacant 30' 0 30' 60' 90' SCALE: 1 " =30' ~ ^° imar 0 tfa I 0 �~ N x ¢ o ro �w e w Q 0 z O F=- o_ it U w 0 0 �Z 0 z 'Z�oU CO H W n5ao N �? o O W � LO I W G� M O Q Fes- F- o z Q Q m m m mo U W z � 0 0 w CD W 0 0 w U = U w Q 0 z O F=- o_ it U w 0 0 �Z �! 'Z�oU CO H W n5ao o W � W � W w Q 0 z O F=- o_ it U w 0 w � W � G� W FXH W w E-i E i= U ~ w rw`' 0 V) SHEET N0. C�401 SHEET 7 of 8 � � ' ' 1 PERMANENT & TEMPORARY STABILIZATION EROSION & SEDIMENT CONTROL NOTES ��1 A SILT FENCE __; __ r L � , _ � � 1� , �� - 1 ----- i ( i I { +, rl �' � r (� � Permanent seeding shall be applied within seven (7) days after final grading is completed. ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be ``' o 7� - EROSION AND SEDIMENT CONTROL HANDBOOK (1992) STD. —& SPEC. 3.05 VA. E BACKING � - ----- I'p i { ���' ' TEMPORARY SEEDING SPECIFICATIONS: constructed and maintained according to the minimum standards and specifications of the Virginia Erosions and Sediment Control Handbook and Virginia regulations VR 625 -02 -00 o � NO WIRE BACKING WITH WIRE i n-- �� �y�i i (� r } z C1 z L__ rj i r 1 ; { (` - Z--------------- - - - --- -�- I - -- --- ---- 1-- - - - - -- 1 r r February 16 through April 30: Use Annual Ryegrass at 60 to 100 Ibs /acre. ES -2: The Ian approving authority must be notified one week prior to the re- construction conference, one P PP 9 Y P P week prior to the commencement of land disturbing activity, and one week prior to final inspection. ,� o �� v� 6 ,y � �� 6' MAX 10' MAX 16" - 34 �� _ !� WIRE 16 3 �1 _ _ 4______s ------------ - --- -- �-- - -- - -- -- -- -- - -- -- ----- -; --s %; _- i �. - _ =-Y - -_ - = - — May 1 through August 31: Use German Millet at 50 lbs /acre. ES 3 - : All erosions and sediment control measures are to be placed prior to or as a first step in the clearing. �W Pao 0 MESH * =- _ - _-- -1 , " Q - _ -- - _____--- --, - -- �— — September 1 through February 15: ES -4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. - ___- -------- -_- __ ---- -r---- _- _ - - - -- ' Use a 50/50 Mix of Annual Rye and Winter Rye at 50 to 100 Ibs /acre. ES -5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including but limited to, barrow �j z p -4n �� - __ - - -- N - T� ___ -_ _ - --- -- I _ ; -� i a4 _ ` ii U PERMANENT SEEDING SPECIFICATIONS: not off -site or waste areas) the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. L0 N Of o0�0 orrv� F, F� 4 PROVIDE I" TUCK OR SUITABLY PROVIDE I" TUCK OR SUITABLY REINFORCED TOP END SECTION REINFORCED TOP END SECTION I -- a sl 'n - - - - --1 ; jl t_____________ ___ ____; i ------ - ' �ql L11_ -------- - - - - -- 1 ^- 1 I r �' ��' '- February 16 through April 30: Kentuck 31 Fescue - 128 Ibs acre; Annual Rye - 20 {bs acre. Y / Y / ES -6: The contractor is responsible for installation of an additional erosion control measures as necessary to P Y Y revent erosion and sedimentation as determined b the Ian a rovin authority. P Y P approving Y ,- 0 a r r- 0 Z w Q w Q r m m m , I{ i f May 1 through August 15: o 0 Z 0 0 { 4 I R - Kentucky 31 Fescue 128 Ibs /acre; Foxtail Millet 20 Ibs /acre. ES -7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing m 0 < 1 ! x --- - - - - -- — x W f 1 I , --------- - --- -- s - - - -, r- -- - --- --- - --- -- I, U U r August 16 through October 31: 31 activities and during site development until final stabilization is achieved. ES -8: During dewatering operations, water will be pumped into an approved filtering device. o czo - to w a cx� w _ v I Kentucky Fescue - 128 Ibs /acre; Annual Rye - 20 Ibs /acre. _ I g 1 1 �_____________ -_ _ _ _ __ - `- ; 1 1 1 1 X{ - - ��= -- - -- - November 1 through February 15: 9 Y ac ES -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 I ti 1 1 1 1 1 ' Kentucky 31 Fescue - 128 Ibs /acre; Winter Rye - 20 Ibs /acre. be immediately, made EMBED 8" OF FILTER CLOTH IN EMBED 8" OF FILTER CLOTH IN 1 11 '- - ; ., �,� _ 1 " "` "' it �� L_ L `-___________ I ; '. % ' -..{ ',�J MULCHING SPECIFICATIONS: Erosion Notes: TRENCH TO ANCHOR BOTTOM OF TRENCH TO ANCHOR BOTTOM OF -- .: - - - -, I E �-- Straw or ha at a rate of 2 tons acre. Must be anchored. Spread with mulch blower or hand. Y / P Y 1) All Entrances except the approved construction entrance shall be blocked in such a manner as to not allow CLOTH. COMPACT THOROUGHLY CLOTH. COMPACT THOROUGHLY E 1 1 i C" ,,,,,, r r i i access to the site. Z MOW sr 2) The developer shall reserve the right to install, maintain, remove and /or convert to permanent structure all - �r -� 1 � �Jf /( ,� t r erosion and sediment control measures required by this plan regardless of the sale of any lot. z FILTER FABRIC "„ x r %i' / �- �� /,r �... « �`- _ ry ��� �` . !i�r r f x x� ,r ��/ i __ - "'�'ri ' "� ' % ' 3) A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT Z �i 1--� Q �-+ w °D 1 11 In `� �_ -' % �--., �• � `� ....,._... _ - _! --� -, ' � f' ( r --s _.- - � r�_ -`.� � °r.- inspections and are to be accepted into VDOT's maintenance and program and ownership. The video ins ection P P P 9 P• P 5 [� '` . � � I � —i 11 f WIRE l I 1 -111 =1 1 �� ��rrrr • - ( L� - ` Y shall be conducted in accordance with VD01 s video inspection procedure and with a VDOT and /or county I---I ¢' H M Q 'FENCING 1. rIi'r I _T 111 -1 i _I p� -- rrr• ■■ .rr_ _ _ - inspector resent. In addition, if hi h- densit HDPE pipe or pipe system, P P 9 Y polyethylene i ) P P P P Ys the contractor and a representative from the pipe manufacturer should hold a pre- construction meeting for installation. o w r a t� >F c� III 111��� =�� �����() WIRE MESH SHALL BE A MINIMUM rrrrrrrrrr ' ��� G "��tr�rrrrrrr■ rrrr .r.r.rr■ r ^! " '- ~ i 1�-1 �j � R+ CO OF 14 GUAGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6" "x 1 SILT FENCE (SF) 4 SOILS MAP N -40 SCALE: NTS -40 SCALE: 1" =100' ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL 1. The plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment control Handbook and Virginia Regulations VR 625 -02 -22 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plans shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limits to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving w Q authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to A A prevent erosion and sedimentation as determined by the plan approving authority. GRAVEL CURB INLET SEDIMENT 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. FILTER 8. During dewatering operation water will be pumped into an approved filtering device. 9. The inspect contractor shall all erosion control measures periodically and after each runoff - producing 70' Min Stone » 3 SM -2A Asphalt �,. �- -�� �_�� ,- - �' (- L PIPE OUTLET rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste material shall be taken to an approved waste area. Earth fill shall be inert materials only, z 0 Construction Existing _ _ �` `` ---. �`'`�� TO free debris. it Access 2% Slope— ._ - 2% Sloe Pavement ,-- /-�'' FLAT AREA WITH NO DEFINED CHANNEL PLAN VIEW of roots, stumps, wood, rubbish, and other 12. Borrow or waste areas are to be reclaimed within 7 days of completion per zoning Ordinance Section 5.1.28, 13. All inert materials shall be transported in compliance with Section 13 -301 of the code of Albemarle. 0 V) ,,i a 14. borrow, fill or waste activity involving industrial type power equipment shall be limited to the hours 6" 21A Aggregate Base Filter Cloth ---- - ' - d 50 = of 7:OOAM to 9:OOPM. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or Existing __�- -- order to minimize any hazard to persons, physical damage to adjacent land and improvements, and Grade SECTION B -B ---� ,,__ 0% _,� damage to any public street because of slides, sinking, or collapse. 16. The developer the to install, to Existing B B �-^--" A Pa ement / /\ ---�\ ��� ^� r - d = shall reserve right maintain, remove or convert permanent Stormwater Management Facilities (where applicable) and all erosion control measures required by this plan regardless of the sale of any lot, unit, building or portion of the property. zo 1 � �� SECTION A -A „ LKEY "; 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist of a 50/50 mix of annual ryegrass and = { 2% Slope FILTER CLOTH IN 6 -9 cereal winter rye, or in March and April to consist of annual Rye, or May through August to consist •' �, RECOMMENDED FOR of German Millet. Straw mulch is to be applied at 80lbs /100SF. Alternatives are subject to approved Stone -- Positive Drainage *Mu t extend full GRAVEL FILTER —12" .� �� RUNOFF WATER APRON LINING SHALL BE ENTIRE PERIMETER by the County Erosion Control Inspector. 18. Permanent Stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade P 9 9 9 W Construction A To Sediment width of ingress limestone shall be applied at 90lbs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer Access { Trapping Device and egress operation FILTERED WATER shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall � � ° A be applied at 180 Ibs /acre and consist of 95% Kentucky 31 or tall fescue and 0 -5% perennial W PLAN VIEW '. '� Q r ryegrass or Kentucky bluegrass. Straw mulch is to be applied at 80lbs /100sf. Alternatives are to , rfr” e A subject approved by the County Erosion Control Inspector. <. .. _ 19. Maintenance: all measures are to be inspected weekly and after each rainfall. Any damage or C;6 clogging to structural measures is to be repaired immediately. Silt Traps are to be cleaned when { I — = o :o a • __ I 50% of the wet storage volume is filled with sediment. All seeded areas are to be re- seeded when necessary to achieve a stand of Silt fence and diversion dykes which are collecting' e. (p good grass. 12' Mi Positive Drainage Q A • _ sEDn�xT ��II) o A�. PIPE OUTLET TO WELL - DEFINED sediment to half their height must be cleaned and repaired. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site � Q To Sediment 2% Slope —.- Trapping'Device a _- PLAN VIEW CHANNEL L stabilization, when measures are no longer needed, subject to approval by the County Erosion Inspector. I E-+ W Q CONCRETE G 12" 21. This plan shall be void if the Owner does not obtain a permit within 1 year of the date of approval. CURS RUM (Water Protection Ordinance Section 17 -204G) _ d50 - 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date Q the land disturbing activity commenced. (Water Protection Ordinance Section 17 -2078) Filter Cloth SPECIFIC APPLICATION 0 %___�._ SECTION A -A d = �; THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS SECTION A -A w WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE U NOTE: A minimum water tap of 1" must be installed with a minimum 1" ballcock shutoff INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED FILTER CLOTH KEY IN 6 " -9 "; o valve supplying a wash hose with a diameter of 1.5" for adequate constant pressure. Wash AREAS. RECOMMENDED FOR Of waster must be carried away rom the paved construction entrance to an approved y p PP settling area to remove sediment. All sediment shall be prevented from entering storm GRAVEL SHALL BE VDOT3, X357 OR 5 COARSE AGGREGATE. APRON LINING SHALL BE ENTIRE PERIMETER °- SHEET N0. drains, ditches, or watercourses. C-402 5 PAVED CONSTRUCTION ENTRANCE (CE) 6 GRAVEL CURB INLET SEDIMENT FILTER (IP) rT OUTLET PROECTION (OP) -40 SCALE: NTS -40 SCALE: NTS -40 SCALE: NTS SHEET 8 of 8