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SDP200500021 Plan - Approved Final Site Plan and Comps. 2005-10-03
I " ------------------------- - ----------------- = -- - Unamed Tributary to Parrot Branch -' ---- I I I I _ 1 I --- -- -------------------- I I i I _ i - i I j I I I 1 0 j C i I i i I M I I , I �R I j i 1 I I I E�j �" I I 1 1 I THR E,'F � I I II �t I I I i OTCH� �I RO 1 i L ==_.1 ---- ---- - ---------------------------------------------------------------------------- ---------------- ------------- -- OFF SITE TOPO extending more than 50' outside of Property i 1 I I CO 1 i I 1 I -------J------------ Ml 710 710 700 Fr 700 690 CD 690 680 680 CD 670 670 660 660 fill STORN� _ o� SEWER CUO7 nl ' -�' rn Ir7 CD II o F-1 > C (f7 O O W � o W oo f\ O o 11 > c IS-1 Q� 0 W +-� E -IJ O LO 0 � II II p -{-1 L � > 1a F--I �lo �0 d E M 56A(2)-((1))-331 Department of Community Devalopmen Planner/Zoning PC Engineer Building Official Architectural Review Board I Fire Official Albemarle County Service Authority Virginia Department of Transportation T 240 C&0 RR RT 691 5A GH g R THILL PLTH OF RT 240 Top 3ITEHALL DISTRICT 1RRENT USE: UNDEVELOPED 1� 30PDSED USE: OFFICE VICINITY MAP (n t s ) )NING: C-1 W. WHOMA'S MUNCASTER, JR. 1 "=2000 ND USE SUMMARY: CERT. N0. 16242 cc i ILDING: 8, 133 SF FOOTPRINT �'• :� _ �, No mechanical equipment. AVELWAYS & PARKING: 36,994 SF ��1 �� shall be visible from DEWALKS: 2,332 SF Fp the Entrance Corridor. PERVIOUS AREA: 47, 562 SF (61%) °AOFES5110 EN: 30,448 SF (39%) TAL SITE: 7B, 010 SF 0.79 AC) NER: TYMARK VELOPER: TURNER ENTERPRISES ,POGRAPHY: ROGER RAY & ASSOCIATES AT DATA: ROGER RAY & ASSOCIATES IIS PROJECT LIES WITHIN THE WATERSHED OF THE AVER CREEK AND SOUTH FORK RIVANNA RESERVOIR WATERSHEDS IIS PROJECT DOES NOT LIE WITHIN THE FEMA 0-YEAR FLOODPLAIN AIMUM BUILDING HEIGHT 35' i EMPLOYEES I SITE PAVING: 2"SM-9.5A; 5" 21A ARKING SCHEDULE st Floor: 8133 sf gross x 0.8 / 200 sf/sp: 33 nd Floor: 8133 sf gross x 0.8 / 200 sf/so: 33 rd Floor: 6638 sf gross x 0.8 / 200 sf/sp: 27 lOtal Required: 93 spaces Total Provided: 103 spaces 24' ACCESS EASEMENT ASPFjALT TRANSITION i NEW, SIDEWALK TO EXISRING SIDEWALK ALL NEW PAVEMENT -s WITHIN R/W TQ PEE 6'#21A. x 0 ,}.5'R M-25 8 w w 1,5' SM 9.5A II 1 \ \ I 1 I \ �� - LEISURES I S05 °10'311"W 4�5.92f ; \ \ I I \ ZONE: C-1 \ H -- — I — / 1 1 1 \ I I 1n l ) 9 16 = 7� W I 25'R CE Lij11 11 1 o or ang):::•::'.::'' .::: .e�'.-.attyQ)::: I 0 I 0LL i "ncrct,S, cn: 1m N co RETAINING WAL\w ar I / I-- O (6' max) J 5'R :.':. •:: ,.. , .::: ; .:: ;.: I (/\• m I' •': 1 I I cd C' 01 tt 3 Dum stor W / (wl�b 6P' wolod I I I / v 11 — Q m enclosure] NOx16' concretA ad) I / / 2 R r) d.: f` o] Q GENERAL CONSTRUCTION NOTES FOR SITE PLANS P HI6 Y 1 / r-- CU � 1. Prior to any construction within any existing public right-of-way, 1 I Y <` I:` /.. m > including connection to any existing road, a permit shall be obtained from the Virginia 1 Ln 2'R U Department of Transportation (VOOT). This plan as drawn may not accurately reflect the m I \ o Q /. o requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. T. M. 56A (2) - ( (1)) -30 `� 2. All paving, drainage related materials and construction methods shall conform to current LEWIS A. WOOD, JR. / I 2 R / \ ;� Co CU specifications and standards of VDOT unless otherwise noted. / C 3. Erosion and siltation control measures shall be provided in accordance with the approved W.B. 66-476 r, erosion control plan and shall be installed prior to any clearing, grading or other D.B. 309-53 I / \ ~ IM WOODS DOUBLE construction. D.B. 274-23, 25 PLAT / 3� sw 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum D.B. 160-153 / REoOU� 1 H Q 3 ? CD a a allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes D.B. 133-198 � 0- v Q'Ca of 3:1 or better are to be achieved. 1 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the D. 109-22 24 / \ V en :.m Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary ABANDONED HOUSE HICKo Y 2aods 6u�poo� SZxZI 1 / o ? in order to stabilize a drainage channel. ZONE: C-1 \ \ l�i 4p / Ir, u A c, 6. All traffic control signs shall conform to the Virginia manual for Uniform traffic Control Devices. ,. %< / 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. TIMBER RETAINING WALL 8. All excavation for underground pipe installation must comply with OSHA Standards for the (3'max) �� I w / Construction Industry (29 CFR Part 1936) . ZC3 _ 1 / CC 0 WOODS N19 °3 ` Gy 1 i co / BENCHMARK NAIL SET IN ��� E 145.7g. oO�S 1 � ASPHALT TRAN ITION BASE OF 24" HICKORY \ / / EX CG-6 TO NE C6-6 ELEV=708.16 \ APPROX. 8' TIE IN \ ASPHALT TRANSITION 0 TO MATCH \ EX SIDEWALK TO O n 5' CONCRETE SIDEWALK CO-6 Z EXISTING PAVEMENT \ O0 NEW SIDEWALK .;•:•: 1.5° SM 9.5A \ 0 0 4.5'BM-25.0 \ 6'*21A `\ I TYPICAL SECTION ROAD FRONTAGE GRAPHIC SCALE 1 "-20 ' \ \ \ GRASS & WEEDS CURRENTLY COVER THE SITE. \ 0 20 40 60 \ rn m m m v c h o V °' N NCr F W W w a U) W W Z a w w U W Z Q W O � z � a x U 0 h W If] Z In In � W V O O O O \ \ \ \ W t- NOQ to t ] m N ti CD 0) fn � F- W W C Z Z � J U o w °' w z Z � W � O U OU U)¢ iNi +r ti W C C \ Z i-' E V H !n E L- o m m N E 0 z 77 C I m -t_J Q � I---i W W FT z �= Q w O � H U CI) W � —j J Q Q Q LO H w � LL_ m a_ Q � Q f -- DESIGNED BY DATE TM 11\16\04 DRAWN BY DATE TM 11\16\04 CHECKED BY DATE FILE EDIT US Joiner. - SCALE 1 " = 20 ' DRAWING 1: 1 PLOT PROJECT 11381 A 2 OF SHEET N0. fill STORN� _ o� SEWER CUO7 nl ' -�' rn Ir7 CD II o F-1 > C (f7 O O W � o W oo f\ O o 11 > c IS-1 Q� 0 W +-� E -IJ O LO 0 � II II p -{-1 L � > 1a F--I �lo �0 d E M 56A(2)-((1))-331 Department of Community Devalopmen Planner/Zoning PC Engineer Building Official Architectural Review Board I Fire Official Albemarle County Service Authority Virginia Department of Transportation T 240 C&0 RR RT 691 5A GH g R THILL PLTH OF RT 240 Top 3ITEHALL DISTRICT 1RRENT USE: UNDEVELOPED 1� 30PDSED USE: OFFICE VICINITY MAP (n t s ) )NING: C-1 W. WHOMA'S MUNCASTER, JR. 1 "=2000 ND USE SUMMARY: CERT. N0. 16242 cc i ILDING: 8, 133 SF FOOTPRINT �'• :� _ �, No mechanical equipment. AVELWAYS & PARKING: 36,994 SF ��1 �� shall be visible from DEWALKS: 2,332 SF Fp the Entrance Corridor. PERVIOUS AREA: 47, 562 SF (61%) °AOFES5110 EN: 30,448 SF (39%) TAL SITE: 7B, 010 SF 0.79 AC) NER: TYMARK VELOPER: TURNER ENTERPRISES ,POGRAPHY: ROGER RAY & ASSOCIATES AT DATA: ROGER RAY & ASSOCIATES IIS PROJECT LIES WITHIN THE WATERSHED OF THE AVER CREEK AND SOUTH FORK RIVANNA RESERVOIR WATERSHEDS IIS PROJECT DOES NOT LIE WITHIN THE FEMA 0-YEAR FLOODPLAIN AIMUM BUILDING HEIGHT 35' i EMPLOYEES I SITE PAVING: 2"SM-9.5A; 5" 21A ARKING SCHEDULE st Floor: 8133 sf gross x 0.8 / 200 sf/sp: 33 nd Floor: 8133 sf gross x 0.8 / 200 sf/so: 33 rd Floor: 6638 sf gross x 0.8 / 200 sf/sp: 27 lOtal Required: 93 spaces Total Provided: 103 spaces 24' ACCESS EASEMENT ASPFjALT TRANSITION i NEW, SIDEWALK TO EXISRING SIDEWALK ALL NEW PAVEMENT -s WITHIN R/W TQ PEE 6'#21A. x 0 ,}.5'R M-25 8 w w 1,5' SM 9.5A II 1 \ \ I 1 I \ �� - LEISURES I S05 °10'311"W 4�5.92f ; \ \ I I \ ZONE: C-1 \ H -- — I — / 1 1 1 \ I I 1n l ) 9 16 = 7� W I 25'R CE Lij11 11 1 o or ang):::•::'.::'' .::: .e�'.-.attyQ)::: I 0 I 0LL i "ncrct,S, cn: 1m N co RETAINING WAL\w ar I / I-- O (6' max) J 5'R :.':. •:: ,.. , .::: ; .:: ;.: I (/\• m I' •': 1 I I cd C' 01 tt 3 Dum stor W / (wl�b 6P' wolod I I I / v 11 — Q m enclosure] NOx16' concretA ad) I / / 2 R r) d.: f` o] Q GENERAL CONSTRUCTION NOTES FOR SITE PLANS P HI6 Y 1 / r-- CU � 1. Prior to any construction within any existing public right-of-way, 1 I Y <` I:` /.. m > including connection to any existing road, a permit shall be obtained from the Virginia 1 Ln 2'R U Department of Transportation (VOOT). This plan as drawn may not accurately reflect the m I \ o Q /. o requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. T. M. 56A (2) - ( (1)) -30 `� 2. All paving, drainage related materials and construction methods shall conform to current LEWIS A. WOOD, JR. / I 2 R / \ ;� Co CU specifications and standards of VDOT unless otherwise noted. / C 3. Erosion and siltation control measures shall be provided in accordance with the approved W.B. 66-476 r, erosion control plan and shall be installed prior to any clearing, grading or other D.B. 309-53 I / \ ~ IM WOODS DOUBLE construction. D.B. 274-23, 25 PLAT / 3� sw 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum D.B. 160-153 / REoOU� 1 H Q 3 ? CD a a allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes D.B. 133-198 � 0- v Q'Ca of 3:1 or better are to be achieved. 1 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the D. 109-22 24 / \ V en :.m Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary ABANDONED HOUSE HICKo Y 2aods 6u�poo� SZxZI 1 / o ? in order to stabilize a drainage channel. ZONE: C-1 \ \ l�i 4p / Ir, u A c, 6. All traffic control signs shall conform to the Virginia manual for Uniform traffic Control Devices. ,. %< / 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. TIMBER RETAINING WALL 8. All excavation for underground pipe installation must comply with OSHA Standards for the (3'max) �� I w / Construction Industry (29 CFR Part 1936) . ZC3 _ 1 / CC 0 WOODS N19 °3 ` Gy 1 i co / BENCHMARK NAIL SET IN ��� E 145.7g. oO�S 1 � ASPHALT TRAN ITION BASE OF 24" HICKORY \ / / EX CG-6 TO NE C6-6 ELEV=708.16 \ APPROX. 8' TIE IN \ ASPHALT TRANSITION 0 TO MATCH \ EX SIDEWALK TO O n 5' CONCRETE SIDEWALK CO-6 Z EXISTING PAVEMENT \ O0 NEW SIDEWALK .;•:•: 1.5° SM 9.5A \ 0 0 4.5'BM-25.0 \ 6'*21A `\ I TYPICAL SECTION ROAD FRONTAGE GRAPHIC SCALE 1 "-20 ' \ \ \ GRASS & WEEDS CURRENTLY COVER THE SITE. \ 0 20 40 60 \ rn m m m v c h o V °' N NCr F W W w a U) W W Z a w w U W Z Q W O � z � a x U 0 h W If] Z In In � W V O O O O \ \ \ \ W t- NOQ to t ] m N ti CD 0) fn � F- W W C Z Z � J U o w °' w z Z � W � O U OU U)¢ iNi +r ti W C C \ Z i-' E V H !n E L- o m m N E 0 z 77 C I m -t_J Q � I---i W W FT z �= Q w O � H U CI) W � —j J Q Q Q LO H w � LL_ m a_ Q � Q f -- DESIGNED BY DATE TM 11\16\04 DRAWN BY DATE TM 11\16\04 CHECKED BY DATE FILE EDIT US Joiner. - SCALE 1 " = 20 ' DRAWING 1: 1 PLOT PROJECT 11381 A 2 OF SHEET N0. M 56A(2)-((1))-331 Department of Community Devalopmen Planner/Zoning PC Engineer Building Official Architectural Review Board I Fire Official Albemarle County Service Authority Virginia Department of Transportation T 240 C&0 RR RT 691 5A GH g R THILL PLTH OF RT 240 Top 3ITEHALL DISTRICT 1RRENT USE: UNDEVELOPED 1� 30PDSED USE: OFFICE VICINITY MAP (n t s ) )NING: C-1 W. WHOMA'S MUNCASTER, JR. 1 "=2000 ND USE SUMMARY: CERT. N0. 16242 cc i ILDING: 8, 133 SF FOOTPRINT �'• :� _ �, No mechanical equipment. AVELWAYS & PARKING: 36,994 SF ��1 �� shall be visible from DEWALKS: 2,332 SF Fp the Entrance Corridor. PERVIOUS AREA: 47, 562 SF (61%) °AOFES5110 EN: 30,448 SF (39%) TAL SITE: 7B, 010 SF 0.79 AC) NER: TYMARK VELOPER: TURNER ENTERPRISES ,POGRAPHY: ROGER RAY & ASSOCIATES AT DATA: ROGER RAY & ASSOCIATES IIS PROJECT LIES WITHIN THE WATERSHED OF THE AVER CREEK AND SOUTH FORK RIVANNA RESERVOIR WATERSHEDS IIS PROJECT DOES NOT LIE WITHIN THE FEMA 0-YEAR FLOODPLAIN AIMUM BUILDING HEIGHT 35' i EMPLOYEES I SITE PAVING: 2"SM-9.5A; 5" 21A ARKING SCHEDULE st Floor: 8133 sf gross x 0.8 / 200 sf/sp: 33 nd Floor: 8133 sf gross x 0.8 / 200 sf/so: 33 rd Floor: 6638 sf gross x 0.8 / 200 sf/sp: 27 lOtal Required: 93 spaces Total Provided: 103 spaces 24' ACCESS EASEMENT ASPFjALT TRANSITION i NEW, SIDEWALK TO EXISRING SIDEWALK ALL NEW PAVEMENT -s WITHIN R/W TQ PEE 6'#21A. x 0 ,}.5'R M-25 8 w w 1,5' SM 9.5A II 1 \ \ I 1 I \ �� - LEISURES I S05 °10'311"W 4�5.92f ; \ \ I I \ ZONE: C-1 \ H -- — I — / 1 1 1 \ I I 1n l ) 9 16 = 7� W I 25'R CE Lij11 11 1 o or ang):::•::'.::'' .::: .e�'.-.attyQ)::: I 0 I 0LL i "ncrct,S, cn: 1m N co RETAINING WAL\w ar I / I-- O (6' max) J 5'R :.':. •:: ,.. , .::: ; .:: ;.: I (/\• m I' •': 1 I I cd C' 01 tt 3 Dum stor W / (wl�b 6P' wolod I I I / v 11 — Q m enclosure] NOx16' concretA ad) I / / 2 R r) d.: f` o] Q GENERAL CONSTRUCTION NOTES FOR SITE PLANS P HI6 Y 1 / r-- CU � 1. Prior to any construction within any existing public right-of-way, 1 I Y <` I:` /.. m > including connection to any existing road, a permit shall be obtained from the Virginia 1 Ln 2'R U Department of Transportation (VOOT). This plan as drawn may not accurately reflect the m I \ o Q /. o requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. T. M. 56A (2) - ( (1)) -30 `� 2. All paving, drainage related materials and construction methods shall conform to current LEWIS A. WOOD, JR. / I 2 R / \ ;� Co CU specifications and standards of VDOT unless otherwise noted. / C 3. Erosion and siltation control measures shall be provided in accordance with the approved W.B. 66-476 r, erosion control plan and shall be installed prior to any clearing, grading or other D.B. 309-53 I / \ ~ IM WOODS DOUBLE construction. D.B. 274-23, 25 PLAT / 3� sw 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum D.B. 160-153 / REoOU� 1 H Q 3 ? CD a a allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes D.B. 133-198 � 0- v Q'Ca of 3:1 or better are to be achieved. 1 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the D. 109-22 24 / \ V en :.m Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary ABANDONED HOUSE HICKo Y 2aods 6u�poo� SZxZI 1 / o ? in order to stabilize a drainage channel. ZONE: C-1 \ \ l�i 4p / Ir, u A c, 6. All traffic control signs shall conform to the Virginia manual for Uniform traffic Control Devices. ,. %< / 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. TIMBER RETAINING WALL 8. All excavation for underground pipe installation must comply with OSHA Standards for the (3'max) �� I w / Construction Industry (29 CFR Part 1936) . ZC3 _ 1 / CC 0 WOODS N19 °3 ` Gy 1 i co / BENCHMARK NAIL SET IN ��� E 145.7g. oO�S 1 � ASPHALT TRAN ITION BASE OF 24" HICKORY \ / / EX CG-6 TO NE C6-6 ELEV=708.16 \ APPROX. 8' TIE IN \ ASPHALT TRANSITION 0 TO MATCH \ EX SIDEWALK TO O n 5' CONCRETE SIDEWALK CO-6 Z EXISTING PAVEMENT \ O0 NEW SIDEWALK .;•:•: 1.5° SM 9.5A \ 0 0 4.5'BM-25.0 \ 6'*21A `\ I TYPICAL SECTION ROAD FRONTAGE GRAPHIC SCALE 1 "-20 ' \ \ \ GRASS & WEEDS CURRENTLY COVER THE SITE. \ 0 20 40 60 \ rn m m m v c h o V °' N NCr F W W w a U) W W Z a w w U W Z Q W O � z � a x U 0 h W If] Z In In � W V O O O O \ \ \ \ W t- NOQ to t ] m N ti CD 0) fn � F- W W C Z Z � J U o w °' w z Z � W � O U OU U)¢ iNi +r ti W C C \ Z i-' E V H !n E L- o m m N E 0 z 77 C I m -t_J Q � I---i W W FT z �= Q w O � H U CI) W � —j J Q Q Q LO H w � LL_ m a_ Q � Q f -- DESIGNED BY DATE TM 11\16\04 DRAWN BY DATE TM 11\16\04 CHECKED BY DATE FILE EDIT US Joiner. - SCALE 1 " = 20 ' DRAWING 1: 1 PLOT PROJECT 11381 A 2 OF SHEET N0. II 1 \ \ I 1 I \ �� - LEISURES I S05 °10'311"W 4�5.92f ; \ \ I I \ ZONE: C-1 \ H -- — I — / 1 1 1 \ I I 1n l ) 9 16 = 7� W I 25'R CE Lij11 11 1 o or ang):::•::'.::'' .::: .e�'.-.attyQ)::: I 0 I 0LL i "ncrct,S, cn: 1m N co RETAINING WAL\w ar I / I-- O (6' max) J 5'R :.':. •:: ,.. , .::: ; .:: ;.: I (/\• m I' •': 1 I I cd C' 01 tt 3 Dum stor W / (wl�b 6P' wolod I I I / v 11 — Q m enclosure] NOx16' concretA ad) I / / 2 R r) d.: f` o] Q GENERAL CONSTRUCTION NOTES FOR SITE PLANS P HI6 Y 1 / r-- CU � 1. Prior to any construction within any existing public right-of-way, 1 I Y <` I:` /.. m > including connection to any existing road, a permit shall be obtained from the Virginia 1 Ln 2'R U Department of Transportation (VOOT). This plan as drawn may not accurately reflect the m I \ o Q /. o requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. T. M. 56A (2) - ( (1)) -30 `� 2. All paving, drainage related materials and construction methods shall conform to current LEWIS A. WOOD, JR. / I 2 R / \ ;� Co CU specifications and standards of VDOT unless otherwise noted. / C 3. Erosion and siltation control measures shall be provided in accordance with the approved W.B. 66-476 r, erosion control plan and shall be installed prior to any clearing, grading or other D.B. 309-53 I / \ ~ IM WOODS DOUBLE construction. D.B. 274-23, 25 PLAT / 3� sw 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum D.B. 160-153 / REoOU� 1 H Q 3 ? CD a a allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes D.B. 133-198 � 0- v Q'Ca of 3:1 or better are to be achieved. 1 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the D. 109-22 24 / \ V en :.m Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary ABANDONED HOUSE HICKo Y 2aods 6u�poo� SZxZI 1 / o ? in order to stabilize a drainage channel. ZONE: C-1 \ \ l�i 4p / Ir, u A c, 6. All traffic control signs shall conform to the Virginia manual for Uniform traffic Control Devices. ,. %< / 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. TIMBER RETAINING WALL 8. All excavation for underground pipe installation must comply with OSHA Standards for the (3'max) �� I w / Construction Industry (29 CFR Part 1936) . ZC3 _ 1 / CC 0 WOODS N19 °3 ` Gy 1 i co / BENCHMARK NAIL SET IN ��� E 145.7g. oO�S 1 � ASPHALT TRAN ITION BASE OF 24" HICKORY \ / / EX CG-6 TO NE C6-6 ELEV=708.16 \ APPROX. 8' TIE IN \ ASPHALT TRANSITION 0 TO MATCH \ EX SIDEWALK TO O n 5' CONCRETE SIDEWALK CO-6 Z EXISTING PAVEMENT \ O0 NEW SIDEWALK .;•:•: 1.5° SM 9.5A \ 0 0 4.5'BM-25.0 \ 6'*21A `\ I TYPICAL SECTION ROAD FRONTAGE GRAPHIC SCALE 1 "-20 ' \ \ \ GRASS & WEEDS CURRENTLY COVER THE SITE. \ 0 20 40 60 \ rn m m m v c h o V °' N NCr F W W w a U) W W Z a w w U W Z Q W O � z � a x U 0 h W If] Z In In � W V O O O O \ \ \ \ W t- NOQ to t ] m N ti CD 0) fn � F- W W C Z Z � J U o w °' w z Z � W � O U OU U)¢ iNi +r ti W C C \ Z i-' E V H !n E L- o m m N E 0 z 77 C I m -t_J Q � I---i W W FT z �= Q w O � H U CI) W � —j J Q Q Q LO H w � LL_ m a_ Q � Q f -- DESIGNED BY DATE TM 11\16\04 DRAWN BY DATE TM 11\16\04 CHECKED BY DATE FILE EDIT US Joiner. - SCALE 1 " = 20 ' DRAWING 1: 1 PLOT PROJECT 11381 A 2 OF SHEET N0. GENERAL CONSTRUCTION NOTES FOR SITE PLANS P HI6 Y 1 / r-- CU � 1. Prior to any construction within any existing public right-of-way, 1 I Y <` I:` /.. m > including connection to any existing road, a permit shall be obtained from the Virginia 1 Ln 2'R U Department of Transportation (VOOT). This plan as drawn may not accurately reflect the m I \ o Q /. o requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. T. M. 56A (2) - ( (1)) -30 `� 2. All paving, drainage related materials and construction methods shall conform to current LEWIS A. WOOD, JR. / I 2 R / \ ;� Co CU specifications and standards of VDOT unless otherwise noted. / C 3. Erosion and siltation control measures shall be provided in accordance with the approved W.B. 66-476 r, erosion control plan and shall be installed prior to any clearing, grading or other D.B. 309-53 I / \ ~ IM WOODS DOUBLE construction. D.B. 274-23, 25 PLAT / 3� sw 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum D.B. 160-153 / REoOU� 1 H Q 3 ? CD a a allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes D.B. 133-198 � 0- v Q'Ca of 3:1 or better are to be achieved. 1 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the D. 109-22 24 / \ V en :.m Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary ABANDONED HOUSE HICKo Y 2aods 6u�poo� SZxZI 1 / o ? in order to stabilize a drainage channel. ZONE: C-1 \ \ l�i 4p / Ir, u A c, 6. All traffic control signs shall conform to the Virginia manual for Uniform traffic Control Devices. ,. %< / 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. TIMBER RETAINING WALL 8. All excavation for underground pipe installation must comply with OSHA Standards for the (3'max) �� I w / Construction Industry (29 CFR Part 1936) . ZC3 _ 1 / CC 0 WOODS N19 °3 ` Gy 1 i co / BENCHMARK NAIL SET IN ��� E 145.7g. oO�S 1 � ASPHALT TRAN ITION BASE OF 24" HICKORY \ / / EX CG-6 TO NE C6-6 ELEV=708.16 \ APPROX. 8' TIE IN \ ASPHALT TRANSITION 0 TO MATCH \ EX SIDEWALK TO O n 5' CONCRETE SIDEWALK CO-6 Z EXISTING PAVEMENT \ O0 NEW SIDEWALK .;•:•: 1.5° SM 9.5A \ 0 0 4.5'BM-25.0 \ 6'*21A `\ I TYPICAL SECTION ROAD FRONTAGE GRAPHIC SCALE 1 "-20 ' \ \ \ GRASS & WEEDS CURRENTLY COVER THE SITE. \ 0 20 40 60 \ rn m m m v c h o V °' N NCr F W W w a U) W W Z a w w U W Z Q W O � z � a x U 0 h W If] Z In In � W V O O O O \ \ \ \ W t- NOQ to t ] m N ti CD 0) fn � F- W W C Z Z � J U o w °' w z Z � W � O U OU U)¢ iNi +r ti W C C \ Z i-' E V H !n E L- o m m N E 0 z 77 C I m -t_J Q � I---i W W FT z �= Q w O � H U CI) W � —j J Q Q Q LO H w � LL_ m a_ Q � Q f -- DESIGNED BY DATE TM 11\16\04 DRAWN BY DATE TM 11\16\04 CHECKED BY DATE FILE EDIT US Joiner. - SCALE 1 " = 20 ' DRAWING 1: 1 PLOT PROJECT 11381 A 2 OF SHEET N0. I m -t_J Q � I---i W W FT z �= Q w O � H U CI) W � —j J Q Q Q LO H w � LL_ m a_ Q � Q f -- DESIGNED BY DATE TM 11\16\04 DRAWN BY DATE TM 11\16\04 CHECKED BY DATE FILE EDIT US Joiner. - SCALE 1 " = 20 ' DRAWING 1: 1 PLOT PROJECT 11381 A 2 OF SHEET N0. DESIGNED BY DATE TM 11\16\04 DRAWN BY DATE TM 11\16\04 CHECKED BY DATE FILE EDIT US Joiner. - SCALE 1 " = 20 ' DRAWING 1: 1 PLOT PROJECT 11381 A 2 OF SHEET N0. Key aft\ Size Variety y Oty Size Variety A 8 3.5"cal Ulmus parviflora L 36 2' Abelia grandiflora j Allee Elm Glossy Abelia B 8 7/8' Legerstroemia indica M 36 2' Itea virginica Crape Myrtle Virginia Sweetspire C 6 7/8' Amelanchier N 6 2' Taxus media Serviceberry Myers Yew D 11 2.5"cal Zelcova serrata P 3 5' Ilex x fosteri Green Vase Zelcova Fosteri Holly E 9 2.5"cal Acer rubrum R 900 4" Vinca minor Red Sunset Maple Periwinkle F 13 7/8' Prunus yeodensis S 6 2' Aronia brilliattissima Yoshino Cherry Chokeberry G 4 2.5"cal Platanus acer folia T 26 2' Buxus koreana London Plane Tree Korean Boxwood H 32 24" Ilex x meserveae U 24 2' Rhododendron spec. Blue Princess Holly Pleasant White Azalea J 130 1 gal Hemeracallis species V 32 3 gal Nandina domestica nana Daylillies Dwf Fire Power Nandina K 5 24" Cotoneaster salicifolia W 52 3 gal Ilex crenata Willowleaf Cotoneaster Helleri Holly 9'13'41"E 30.64ft S05°10'A1"W 445.92f� \ \ ' 1 1 r I 1 � � N 8 01'3 � ft 2 I I CD D Uj �HQ I W Z I Cn 3 I (D � I4 � Z ' I OI�DO I o LO Co a) �� w CD O co \� a W J QQ N � LANDSCAPE DESIGN gy Lee Quillen Waynesboro Landscape �_ Garden Center 2032 West Main Street Waynesboro, VA 22550 540-342-4646 540-343-7743 fax All shrubs 9 trees sball be allowed to reach mature belgbt. Pruning shall be corrective only. 1 7-H E-L � � 1 0 0` w D> HO \ Ir OIS 1 1 O I I F i I zl O O. UjLo x °1 col W H LD )Co v W / N � - CD X 1 ff [n 1 F.' CD O X Bio-Flltor Sizing 1VSMH table 3.11-41 LO 36573.5 sP ultimate impervious 057.=1323 sr roq 2035 sf providod 0 653' P,io-Filtor Planting 2035 sf 0 400/ac = 13 Plants 6 1 Vool mix Rod Mopplo 13 Ib' mix Burberry/SPlco Bush 600 SF E HICK0 in , N LO E WOOD F 560 SF u rrvn. E F GRAPHIC.SCALE 1"=20' 0 20 40 60 LANDSCAPE REQUIREMENTS Canopy Required: 10% OF 47,562 / 4,756 sf Canopy Provided: 21,904 sf Street Trees Required: .1/35' for 255' Total 7.28 Street Trees Provided: A. 8 3.5" Allee Elm Parking Lot Trees Required: 1/10 spaces for 103 spaces I Tdtal 10 Parking Lot Trees Provided: D. 11 2.5" Zelcova CANOPY Key Tree -Variety Oty Plant Height Canopy Total (sf) A Allee Elm 8 16' 580 4,640 B Crape Myrtle 8 7' 200 1,600 C Serviceberry 6 7' 298 1,788 4- D Zelcova 11 13' 492 5, 412 CD E Red Maple 10 14' 396 3,960 Q F Yoshino Cherry 12 7' 246 2,952 OD n G London Plane 4 14' 388 1,552 N 3 Total: 21, 904 Ln LID O OD Z U y L � O � yl O a � A E N (n O N O � a iL U) 3-L / E t 245 SF G 400- �I ss ..e x3 5-H S T C \ ° T W 2-H 1 aJ`6 1D J P O p 0 zar¢ \ 4-T 15- a�o� T 3t Cn �Q T O SmJ 8 V T 4-U 8 V T 4-U N 0 L1_ CIE DQ_UYLE REDS D T1 4-U \ T N'0 1 Ni 4-U \ O n 4-U g \\ J LAWN 1Z im1_L�, l LAWN UTO j I —1 4J � z v H � 0i Ln a U o 700+0 --j x O Q IZ 0- Q \\ \ I 3A -26-W a ^O 26W / � 8 V T \ can D 4-U 500-P 4- 1 _ OV / -' 3-H G 0 3A / C WOODS \ S 1514 sf 0 / \ o O GRASS & WEECS CURRENTLY COVER THE SITE. " m 1._ 0) cn Q V o N N a, J H an o w a 0 >- m En Z O U) FA Er Z O W v a (u Lo � lD Z > I— m N a U) C Z O E E H o U) U H > m W ¢ ¢ a z M C Q " M z H Q H > U J W M n z>Q w z� a_ O U U ^ I (f) U) LLJ ` U) L 0 z CcQ Q LC) Q 57 J W m Q Q Q DESIGNED BY DATE TM 12/27/04 DRAWN BY DATE TM 12/2704 CHECKED BY DATE FILE EDIT US Joiner - SCALE 1 " =20 ' DRAWING 1: 1 PLOT PROJECT I IA� OF ,3 SHEET NO. STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min PARKING LOT ONLY ❑ 3.5 fc 9.0 fc 0.4 fc 22.5:1 B.7:1 PROPERTY LINE X 0.1 fc 0.5 fc 0.0 fc N / A N / A 1.6 fc 9.2 fc 0.0 fc N / A N / A SURFACE SCHEDULE i Reflectances Normal Name Front Back X Y Z LUMINAIRE LOCATIONS No. Label Location X Y MH Tilt 1 OD-1 779.8 536.8 20.0 0.0 2 08-1 703.2 529.0 20.0 0.0 3 OD-1 617.2 535.1 20.0 0.0 4 OB-1 557.0 456.6 20.0 0.0 5 OB-1 612.5 400.8 20.0 0.0 6 OB-1 671.3 371.7 20.0 0.0 7 OD-1 737.7 366.5 20.0 0.0 6 OA-1 678.1 462.8 20.0 0.0 9 BOL-1 74.0.8 405.2 3.5 0.0 10 BOL-1 740.1 394.5 3.5 0.0 11 BOL-1 741.7 435.5 3.5 0.0 12 BOL-1 736.0 364.1 3.5 0.0 13 BOL-1 819.0 400.7 3.5 0.0 14 BOL-1 819.2 389.6 3.5 0.0 15 BOL-1 745.8 459.9 3.5 0.0 16 BOL-1 747.8 477.9 3.5 0.0 .0 0: .Q-0: .0 0.0-0: 9 H .1 .1 D.1 .3 .4 .1 E 9- .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 ©0�°1�i `�W t4�,92f0t o o.o O.o 0 o O.o 7-H + E -� + + 0.0 010 J 0 0.0 0.0 0.0 D. A _111 .0 .0 J ,�0:0 0;0 �0.0 0.0 •0 0.0 '0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 .0 ` F OD- 4.4 .1 �.a °a. 7�K i.6 �. 1 1 OD-IL-1 + + + 0.0 .0 0.0 . 10 ❑ B- - 1 oz N 8 9°13'41"E .0 0.0 0.0L 0.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G ` ` 1 1 �.7 .6 �.0 .0 �.3 i. 1 .4 .5 .6 °4.7 �.0 4 9 �.5 4.8 �.9 �. �.8 '4.4 ` ` ` ` ;V.0 0.0 0. 30,64ft 1 OJ .0 •0.0 0. 0"5:: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + ` + .9 i . 1 Id. 6 t . 6 '5. 4 73.o '15. 9 '5. 2 °2.4 12.1 02.3 °2.6 94.6 '6. 1 Y5 . a 94.0 02.3 11 12.5 "j. 4 15.9 16. 1 .7 `5.9 .0 + + ` 0. 0 0.0 D . Q W e 1 [L •0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + `� 1 .3 °2.7 t.6 '5.7 0 �.5 '2.7 °2.5 D °3.7 D °3.5 13.5 13.4 �.1 °2.2 2.5 �.0 4.8 °4.5 °4. °4 7 + + 0.0 0.0 0. o °'" N080137E 439.8 25 J 1 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + 9 i. °?.5 F .3 9 °.0 a.6 12. °3.4 '2.7 13 05 J .3 K$.0 4.0 �.8 '2.8 12. 12. + + + + 0.0 0.0 D. o z �� G �� D � C 1 .0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.0 0.0 0.0 0.0 .0 M a .5 ` 9 '2. 3 13. 1 °2 .� 1 -� °3. 1 °3. 1 °4 . o -K °� . 9 °3. 1 0 � C ` 1C 7 H ` 0.0 0.0 D. CD 0 H S T S b 1 :1: CD f ,0 0.0 0.0 0.0 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 + Q� °3.1 '3.3 °2.3 `1.7 `1.9 _ .0 94.3 �.7 "j.3 °4.9 �.7 °2.9 11. S + + + 0.0 0.0 0.0 . U / T Q) z b.1 t CL 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + > + 13.5 13.0 1 `1.4 `1.5 `1.7 '2.4 °4.2 1;.3 T.8 .0 7. 1 °4.6 13.2 i.7 .o �Lw 2_H P + + + 0.0 0.0 0.0 , ¢ Q� �., p -- �z ¢� 4-T 15- w �~ �N 'M TOL3�-� 5 .0 0.0• O 0.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 ` of ` .4 B � 0 z� 3 t.7 t.6 °2.2 '3.7 °4.7 1;.9 13.3 t.3 °4.3 12.9 �.6 `1.1 0 � ` 0.0 0.0 0.0 0. N ¢'ri � o _0 Tom} .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.0 + + .5� J + 75. 4 `5. '3. 12. �. � �. 4 �3.2 !17 13.9 °3. 3 13.9 13.3 *2. `1. 4 `1. 1 8-v 0.0 0.0 0.0 0.0 0.0 0. X G � Y_ T B b .0 0.0 0. 0 0 ' 0. . 0.0 0. 0 0.0 0.0 ¢ 0.0 + ` .8 '3. 3 °4.0 4.2 '3.5 .6 .8 °3.0 °2.6 .9 °2.9 °2.7 .0 11. 3 11. 010 11 L'RW N • 0 0 0.0 0.0 0.0 0. s\ : 4-N .0 0.0 0.0 0.0 0. " o 0. 0 0.0 N + + 5 °2. 5 94. 2 94. 1 °3. 7 j 9 -3. 4 4. 0 °3. 5 -2. 6 °2. 4 `1 . 9 `1 .7 `1 . 4 `1 .2 + 7 V. 0 8 - V + 0.0 0 0 0.0 0.0 0.0 0. Q T J CD F 1�4- .0 N Q 0.0 0.0 O.O Q 0,0 + .8 02.4 12.5 '3. 2 94.6 94--1 "5.2 94. 1 3.1 °2.9 °2.6 \ °2.9 1P. 9 a t.7 q1. 5 t . 3 0.0 > ` .0 0.0 0.0 0.0 D. �G 4-0 0.0 0.0 + + + q „s� .2 .3 0 °7.2 `5. 0 °3. 9 4. 0 °3. 5 °2. 9 °2. 9 °,3. 4 12.6 12. - 8 , Q 7 + 0 0 ii 0 0.0 L 1-9 » » > o 8-1- > > o 26-W 0.0 + + 1. O 41 3 °3 1 6 9 5 94. 94. 1 °3.7 '3. 3 12.8 °3.4 4. 1 4. 1 °3.2 °2.7 + 0.0 - 7 0.0 0.0 0.0 D. 6-K D D ° I L-1-10 6-B N i- + +E + i. 1. °2.3 °a. 5 °2.3 °2.7 °4.4 °4.5 .3 4.4 °4.4 T6.3 t.n t.5 > > > 7 � 0.0 0.0 0.0 , 5-I 4-U > 26W + `O.7 1.3 9 °3' 1 .7 t.9 "j.3 4.7 17.4 T N > ? + 0. 0.0 0.0 D. 9-L 6-K B-1-6 �?y - > E HICKORY 4-U 'O b. `1.5 °2.5 4. � A-K 94. 4.5 t.0 �. :1-7 0.0 + 0 0.0 0. 0.0 0.0 . � ° L-1-12 8-V S .o w +i.3 i.8 .5 D 4.5 '5.5 B 0.0 0.0 .0 0.0 0 0 0.0 0.0 D. E 4-U LAWN .0 LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts ❑ ARCHITECTURAL ARM- ONE 400-WATT CLEAR OA-1 1 AS2 40QM SR5S MOUNTED CUTOFF ED-26 METAL HALIDE, Lt110102.ies 32000 1.00 462 o ! LUMINAIRE WITH SR5S HORIZONTAL POSITION. REFLECTOR. AS2 400M SR4W ARCHITECTURAL ARM- ONE 400-WATT CLEAR ❑ OB-1 4 HS MOUNTED CUTOFF BT-28 METAL HALIDE, LTL12464.IES 32000 1.00 462 ° LUMINAIRE WITH SR4W HORIZONTAL POSITION. REFLECTOR, BLACK INTERNAL HOUSE SIDE SHIELD. ARCHITECTURAL ARM- ONE 400-WATT CLEAR ❑ OD-1 3 AS2 400M SR4SC MOUNTED CUTOFF ED-28 METAL HALIDE. Lt110100.ies 32000 1.00 462 LUMINAIRE WITH SR4SC HORIZONTAL POSITION. REFLECTOR. DOME TOP ONE 32-WATT TRIPLE O 80L-1 8 KBDB 32TRT LV B OLLARDD TUBE COMPACT 94080101.IES 2400 1.00 36 FLUORESCENT, VERTICAL BASE -DOWN a POSITION. k WOOD F 4 �'9 DOUt_P 0 .0 0. 0.0 .0 0.0 0.0D. b REDBUD T .O N + + i.2 `1.8 .6 .1 4 - U 0.0 0.0 0. 0.0 .0 0.0 0.0 D. HIC 'R 9 D 4 1 J .o F + + + 3-H C P zg, 16.5' WIDE AS2 LUMINAIRES (all mounted on 20' Poles) KBDB LUMINAIRES W D; 42' bigb) 0) + 5-K WOODS 0.0 0.0 0.0 0.0 U. 0.0 0.0 0.0 0.0 U. CP 3 A .0 0 0 0 0 C 0 0.0 0.0 0 0.0 0.0 0.0 0.0 0. I✓p .0 S 0 .0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0. N P CD 0.0 0.0 0.0 0.0 3 GRAPHIC SCALE 1"=20' 0 20 40 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W -1 J H 7 Ul W W CD Q U 0 Q 0 Q En m Q -1 O r w a 0 r m z 0 H w zZ m o W o a � m m F- In m X o o tF-i tiLIJ v z . J M Cz Q I -I M F^H C E z " L-t J Q > CU _1 LLl n z�Q H n CD O z O f-I W �--- W C�j -I- ::D __j CD Q CD �L J W m 0- a Q Q DESIGNED BY DATE TM 12/27/04 DRAWN BY DATE TM 12/2704 CHECKED BY DATE FILE EDIT US Joiner - SCALE 1"=20' DRAWING 1: 1 PLOT PROD �� F3 SHEET NO.