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SDP201600014 Plan - Approved 2016-09-07
fINAL 51TE DEVELOFMENT FLAN f0F] WILDROCr\ 5DF201 G- 14 00600-00-00-02880 W i1TE HALL DISTRICT, AL13EMARLE COUNTY, VIRGINIA NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VICINITY MAP SCALE: 7"=2,000' LEGEND EXIST _ NEW DESCRIPTION 1F` -rc X 12' Tc TOP OF CURB EI-EVA11ON i (; X 12� SPOT ELEVATION i 6' TW X 125 TW TOP OF WALL ELEVATION P5' BW X 12' BW BOTTOM OF WALL ELEVATION ' Co -_6 BENCHMARK COMBINATION 6" CURB & GUTTER ��— STORM SEWER m�. ,:,, RD ____ ROOF DRAIN RIPRAP — SEWER LINE ASPHALT WATER LINE GAS _ _ -- GAS- GAS LINE . ORc - -- ORE-- OVERHEAD ELECTRIC WIRE -- - -- UGE — UNDERGROUND ELECTRIC WETLAND oRT — OVERHEAD TELEPHONE LINE --. UG, — -- UGT — UNDERGROUND TELEPHONE LINE CROSSWALK - J DRAIN INLET (DI) O O STORM/SANITARY MANHOLE CG -12 C PLUG HANDICAP PARKING O WATER VALVE do BOX -1► FIRE HYDRANT -- _----- � WATER METER -`- ♦� LIGHT POLE --•-- # UTILITY POLE-�- _ ------ ----- - PROPERTY LINE — - - — ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT - — UTILITY EASEMENT WATER EASEMENT — _ — ACCESS EASEMENT STORM DRAINAGE EASEMENT NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VICINITY MAP SCALE: 7"=2,000' TREE LINE - — FENCE ' } STREAM INTERVAL CONTOUR -- oo --- INDEX CONTOUR CG -2 CG -2 STANDARD 6' CURB Co -_6 — cc -6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ��11;-til N; ASPHALT 1— � GRASS EC -2 MATTING; : EC -3 MATTING WETLAND @6 10 PARKING COUNT t , CROSSWALK ! !Ell„x HANDICAP ACCESSIBLE AISLE CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VICINITY MAP SCALE: 7"=2,000' IMAGE PROVIDED BY ALBEMARLE COUNTY GIS SHEET INDE C I -- COVER S C2 C3 C4 C5 CG C7 i IEf i -- fX15TI NG CON DITI O N5 5ITf PLAN OVERVIEW * 5H EfT KEY 517E FLAN -- 517E PLAN LAM D5CAPf PLAN -- 5ITf DETAIL5 SP 2014-00015 Heartrock - Day Camp - Conditions of Approval: 1. Development of the use shall be in general accord with the conceptual plan titled "Heartrock Farm,” prepared by Sophie Johnston, Landscape Architect, and dated February 17th, 2015 (hereafter, the "Conceptual Plan") as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Conceptual Plan, the development shall reflect the following major elements within the development essential to the design of the development: • Number of parking spaces (maximum of 28) • Number and location of tent -camping sites • Size and location of barn 2. Customer parking shall only be permitted in the parking spaces shown on the conceptual plan. 3. The permittee shall obtain written approval of the entrance design from the Virginia Department of Transportation prior to the County's approval of the final site plan for the use. 4. The permittee shall obtain written approval of the water supply and the onsite sewage system from the Virginia Department of Health prior to the County issuing a zoning clearance and the permittee commencing the use, 5. All outdoor lighting at the site that is exclusively for camp use shall either emit 3,000 lumerns or less or be a full cutoff luminaire. 6. No amplified sound systems shall be used on the site. 7. The area shown on the conceptual plan as "Mowed Play Yards" shall be within fencing conforrming to ASTM standard F2049, except where it abuts a structure. All gates into this area shall be located at least 300 feet from Blackwell's Hollow Road. 8. Overnight camping shall be limited to tent camping. Overnight use of recreational vehicles is not permitted. 9. At all times when the facility is open, except when the only active use is overnight camping, at least one staff member shall be on site. OWNER I DEVELOPER Owner: Heartrock Family Farm LLC 2521 Summit Ridge Trail Charlottesville, VA 22911 Developer: Same as Owner SOURCE OF TITLE DB 4466 PG 676 ZONING RA- Rural Areas See SP -2014-00015 Heartrock - Day Camp Conditions of Approval Below MAGISTERIAL DISTRICT White Hall BENCHMARK NAVD88 Vertical Datum SOURCE OF BOUNDARY & TOPO Source of Boundary and Topography: Albemarle County GIS Additional Boundary Survey by: Residential Surveying Services Charlottesville, VA August 6, 2015 EXISTING USE Farmland with existing barn PROPOSED USE Day Camp with outdoor play areas, overnight campsites and environmental education. Maximum impervious cover 2.7 acres. Maximum paved/gravel parking and vehicular circulation area 0.52 acres. SETBACKS Front -Minimum: 75' Side -Minimum: 25' Rear —Minimum: 35' BUILDING HEIGHT Maximum Height: 35 Feet RENT DEVE CENT -DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD L11I1011►[eKoll�`�PiJ 05111�1 HEA WTO O" t III LOR STEEP SLOPES Slopes greater than 25% are present on this site. Refer to sheet C2 for locations. Disturbance of steep slopes is not proposed with this project. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005, this property does not lie in a Zone AE 100 -year flood plain. WATERSHEDS This site lies within the Buck Mountain Creek Watershed which is in the South Fork Rivanna Reservoir Water Supply Watershed. PARKING SCHEDULE 28 spaces provided per condition #1 of SP2014-15 LIGHTING & LANDSCAPING There are outdoor scones for the existing barn proposed. These fixtures have less than 3,000 lumen output, eliminating the requirement for a photometric plan. The landscaping plan is shown on sheet C6. TRIP GENERATION The owner projects a typical maximum of 70 cars or 140 trips per week. Assuming a peak ratio of 0.33, maximum daily trips are estimated to be 47 trips per day. WATER AND SEWER SERVICES Water supply will be provided by a new private well. The location is shown on sheet C4. Sanitary sewer will be provided by a private septic and drainfield system as shown on sheet C4. ELECTRIC SERVICES Contractor shall contact Miss Utility (811) to mark and locate the existing electric service lines before land disturbance commences. No new electric service lines are proposed. SPECIAL ZONING CONDITIONS 1. The facility is limited to six (6) overnight camp sites pursuant to SP2014-15. 2. Gravel parking and access aisles have been permitted for the site pursuant to section 32.3.5 variations and exceptions, which allow modification of 32.7.3 onsite parking, which is designed and constructed as provided in section 4.12. 3. Curb and gutter shall not be required for the site pursuant to section 32.3.5 Variations and exceptions, which allow modification of 32.7.3 onsite parking, which is designed and constructed as provided in section 4.12. 4. The 14 foot travelway with 3 foot shoulders was approved through a variation request under Section 32.3.5(b) which allows for variation to the minimum design standards provided in Section 32.7.2.2(a) and the design standards for private streets in Chapter 14. 0 �Mgq.6, ZG t x/31 (Lr �, - 0 :E �0 i0 �Z N [Y N W W Z_ ¢ Z v W I W I Z :E 0 = S U) Z N 0 0) � N N W Q LLi J 1- J V) Z_ W 0 W J rr rQ O Z N 0 Y } STIN M. SKIMP > is 0. 4PI83 NA O � -CONAL 0ts [1� o E E 0 o E E vU C)UCJ 500 0 0 ^y ico i QC) co co N N L d cc) r\ 00 0000 ., Z 0 14 IN Z n Z Z W 0 0 J UJ UJ I UJ rr 0 < LW r UJ J Z ' L. Date 03/14 201 6 Scale N/A Sheet No. C1 OF -7 File No. 15.051 r y. ' } SITE xliM 1 629 , : r o r t , ! !Ell„x 624 K Mountain 8,10 jJ IMAGE PROVIDED BY ALBEMARLE COUNTY GIS SHEET INDE C I -- COVER S C2 C3 C4 C5 CG C7 i IEf i -- fX15TI NG CON DITI O N5 5ITf PLAN OVERVIEW * 5H EfT KEY 517E FLAN -- 517E PLAN LAM D5CAPf PLAN -- 5ITf DETAIL5 SP 2014-00015 Heartrock - Day Camp - Conditions of Approval: 1. Development of the use shall be in general accord with the conceptual plan titled "Heartrock Farm,” prepared by Sophie Johnston, Landscape Architect, and dated February 17th, 2015 (hereafter, the "Conceptual Plan") as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Conceptual Plan, the development shall reflect the following major elements within the development essential to the design of the development: • Number of parking spaces (maximum of 28) • Number and location of tent -camping sites • Size and location of barn 2. Customer parking shall only be permitted in the parking spaces shown on the conceptual plan. 3. The permittee shall obtain written approval of the entrance design from the Virginia Department of Transportation prior to the County's approval of the final site plan for the use. 4. The permittee shall obtain written approval of the water supply and the onsite sewage system from the Virginia Department of Health prior to the County issuing a zoning clearance and the permittee commencing the use, 5. All outdoor lighting at the site that is exclusively for camp use shall either emit 3,000 lumerns or less or be a full cutoff luminaire. 6. No amplified sound systems shall be used on the site. 7. The area shown on the conceptual plan as "Mowed Play Yards" shall be within fencing conforrming to ASTM standard F2049, except where it abuts a structure. All gates into this area shall be located at least 300 feet from Blackwell's Hollow Road. 8. Overnight camping shall be limited to tent camping. Overnight use of recreational vehicles is not permitted. 9. At all times when the facility is open, except when the only active use is overnight camping, at least one staff member shall be on site. OWNER I DEVELOPER Owner: Heartrock Family Farm LLC 2521 Summit Ridge Trail Charlottesville, VA 22911 Developer: Same as Owner SOURCE OF TITLE DB 4466 PG 676 ZONING RA- Rural Areas See SP -2014-00015 Heartrock - Day Camp Conditions of Approval Below MAGISTERIAL DISTRICT White Hall BENCHMARK NAVD88 Vertical Datum SOURCE OF BOUNDARY & TOPO Source of Boundary and Topography: Albemarle County GIS Additional Boundary Survey by: Residential Surveying Services Charlottesville, VA August 6, 2015 EXISTING USE Farmland with existing barn PROPOSED USE Day Camp with outdoor play areas, overnight campsites and environmental education. Maximum impervious cover 2.7 acres. Maximum paved/gravel parking and vehicular circulation area 0.52 acres. SETBACKS Front -Minimum: 75' Side -Minimum: 25' Rear —Minimum: 35' BUILDING HEIGHT Maximum Height: 35 Feet RENT DEVE CENT -DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD L11I1011►[eKoll�`�PiJ 05111�1 HEA WTO O" t III LOR STEEP SLOPES Slopes greater than 25% are present on this site. Refer to sheet C2 for locations. Disturbance of steep slopes is not proposed with this project. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005, this property does not lie in a Zone AE 100 -year flood plain. WATERSHEDS This site lies within the Buck Mountain Creek Watershed which is in the South Fork Rivanna Reservoir Water Supply Watershed. PARKING SCHEDULE 28 spaces provided per condition #1 of SP2014-15 LIGHTING & LANDSCAPING There are outdoor scones for the existing barn proposed. These fixtures have less than 3,000 lumen output, eliminating the requirement for a photometric plan. The landscaping plan is shown on sheet C6. TRIP GENERATION The owner projects a typical maximum of 70 cars or 140 trips per week. Assuming a peak ratio of 0.33, maximum daily trips are estimated to be 47 trips per day. WATER AND SEWER SERVICES Water supply will be provided by a new private well. The location is shown on sheet C4. Sanitary sewer will be provided by a private septic and drainfield system as shown on sheet C4. ELECTRIC SERVICES Contractor shall contact Miss Utility (811) to mark and locate the existing electric service lines before land disturbance commences. No new electric service lines are proposed. SPECIAL ZONING CONDITIONS 1. The facility is limited to six (6) overnight camp sites pursuant to SP2014-15. 2. Gravel parking and access aisles have been permitted for the site pursuant to section 32.3.5 variations and exceptions, which allow modification of 32.7.3 onsite parking, which is designed and constructed as provided in section 4.12. 3. Curb and gutter shall not be required for the site pursuant to section 32.3.5 Variations and exceptions, which allow modification of 32.7.3 onsite parking, which is designed and constructed as provided in section 4.12. 4. The 14 foot travelway with 3 foot shoulders was approved through a variation request under Section 32.3.5(b) which allows for variation to the minimum design standards provided in Section 32.7.2.2(a) and the design standards for private streets in Chapter 14. 0 �Mgq.6, ZG t x/31 (Lr �, - 0 :E �0 i0 �Z N [Y N W W Z_ ¢ Z v W I W I Z :E 0 = S U) Z N 0 0) � N N W Q LLi J 1- J V) Z_ W 0 W J rr rQ O Z N 0 Y } STIN M. SKIMP > is 0. 4PI83 NA O � -CONAL 0ts [1� o E E 0 o E E vU C)UCJ 500 0 0 ^y ico i QC) co co N N L d cc) r\ 00 0000 ., Z 0 14 IN Z n Z Z W 0 0 J UJ UJ I UJ rr 0 < LW r UJ J Z ' L. 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IRT ROD ,, �--::::-;-:c�::'::�:::•jj � \ / / It 40 / ,'•- _ / / / / , � � \ \ v `�,`._v� \..:`. �., � f/��,w ,r:,'1... •.�-"�S. ����'�_ Yom\ -� •^ - I i / ! r 1 ! / ` \i\.:�,: ,-kms`. �*f:."> .::c;:;;...;�;3'i" ; ,g:. %[;;:`:`:r' / YS , - : t J rl \ \ �� ,�`` yt ` \l ,:,, X;:3r;!"fn':•z:u.•'�y`. �;u':.,<<ar:^`t£„i:' 01 --- - ------- -------------------- - -- ---- 1 rr ------------------- -------------------- It -----_ - -- t -------------------------- 0-- ------------------- L e,,,_�e n - S opes greater than 2.`-)i% as shown on Albemarle County GIS dapping Existing gravel driveway and surftaces to be removed Existing dirt paths, roadway, and trails to be removed 0 1 , I jjj(r l f t, 1 t / ! i ---5 ' It%:r•.,,W% TMP 00600-00-OF-028AO BYROM, CHRISTOPHER LEE DB 2992 PG 242 44.27 ACRES Zoned: RA Use: FARM /i• 13 i i ; LINE BEARING DISTANCE L1 SO4°15'57"W 26.89' L2 S21'22'1 4"E 24.70' L3 S00°00'00"W 37.50' L_4 S38°17'25"W 12.10' L5 S22°32'35"E 28.69' L6 S41'1 0'00"E 35.42' L7 N63°59'08"E 16.34' L_8 S89'05'06"E 28.17' L9 S75°51'46"E 28.42' L10 S20°03'41 "E 46.76' L11 S00°41'06"W 38.22' TMP 00600-00-OF-028DO COUNTY OF ALBEMARLE DB 3671 PG 155 213.92 ACRES Zoned: RA e: Fatricia Ann Byrom Forest `\ ",Preserve Park / / o ° �Q EX. TRIIF LIN 27-1 N - :.) EX. GRAVEL-- 2 `.may SURFACE TO -'� BE REMOVED u=. r 'a / 1 r / i f i t It i i r r , EX. RAVEL:' / // 'u%��....^�s, I r r y�� EX. DEC10004aS I...: l 81` REMOVED >- ;: > �, :.:, TREES TO I ' � ;r REMAIN (TYF�.) I / < h \•,-_"v �`��,' `�lc�;;..;_'�,. i EX. FEfJGE ri TO fEMAIN i r.�•,,,r�.;z,r<< ,.�'O REMAIN PORTIONS OF \^ // EX. FENCE \ Y i /// BE REMWED t / EX. DECI[�UOUS I / �/ a PORTION OC TREES y'O r Q O i� if tr / it REMAIN1TYP. ; ( ) P5�/ rEX. FEN TO ,- /� \ EX. FE fJCE it J r r r t ay TO REMAIN ANN* �\f `0i•.;"alb'::mon ': D RT10f! OF (FENCE TO 1• (REMOVED 01 REMOVED LINE BEARING DISTANCE L12 S36°33'18"E 25.62' L13 S81°55'40"E 17.93' L14 S59°06'47"E 26.00' L15 S30°43'08"E 20.11' L16 S53°47'46"E 31.71' L17 S32°54'19"E 10.12' L18 S03°48'51 "W 15.03' L19 S40°09'22"E 41.87' L20 S21°2652E 45.12' L21 S77°22'27"E 12.8.10' L22 N80°12'41"E 17.92' EX. AV L -DRI`J/EWAY & ENTRANCE TO ! �/ BE/REM`OVED / o � / ♦. I 1 } r 1 / xO �2 r LINE BEARING DISTANCE L23 S71 °56'56"E 28.84' L24 S49°28'42"E 57.12' L25 S81 °16'16"E 32.51' L26 S55°42'46"E 24.05' L27 S34°41'43"E 47.43' L28 S06°42'35"E 17.12' L29 S43°08'50"E 19.04' L30 S56°51'11"E 29.33' L31 365°23'27"E 40.78' L32 S71 °58'02"E 43.66' L33 S71 °58'02"E 43.66' i• • i• 160 240 Scale: • U TI SHIMP c. .4183 2Z7,16 _ IONAL AL -)J IUIQ-I. I -VV 'I I D. UD F_ Concrete 16 OVERFLOW PARKING SPACES A, (GRAVEL) < < v V... x 0.- 5'GRAVE TRAIL 0. OA - re 700,( Ir 0 Refer Tb VSMP Jj -Plan For Culvert PROPOSED- 1�j 1� V• Information (Typ.) 14'GRAVEL Iron WELL LOCAION .... .. Fol DRIYEWAY 0, BUMPER BLOCKS (TYP,) ,1000 1000 5f000 �F PRIMA�Y SE T ICYIEL�LOCATIQX 5, I New Cu 96 UM R �e f BL CKS YP.) yp.) f RETAINNG YWVAI�_ 14 GRAVEL fo C MAX Hr -IGH I =(4, DRIVEWAY Ali_- 2 IWIDTH- 1'/�< J.. .X_ 01 80- 7 8 0-1 01i -,I 76 x �Y 20 17 P 14 LABYRINTH ......... ST 72 31T PA�T WI 0 �10 48" FENCING e 1 Mft- VV\YARD NE 48 EXISTING NOTE: \Add safetyifencing in 2(i 01 HYDRANT kii.\ F�NCING C Parkin� rclance With accl Signs NEW 7EPT-LC TANK 6'xi G- r.? A EXISTING BARN SP2014-0 X 15 Co6dition #7 Z �OrRAL Avg. 15'Height WOODEN BRIDGE �See Sheet Cl) (FEE =1004') GRA /E & SAND BEACH COWRT1 11 - ""' , - NEW X" NEWOUTDOOR GAT RAIN E WALL SCONCE "K, � , � , Ped,n /Pad GARDEN (TYP.) x 14� G R� yt DR ly VA LEx. Fenoe MOWEP GRASS T'IkAl L I X .7, X 7 4— NEW W G AT 'A, LEVEL SPBfADER M 9WED GRASS PLAYX (SEE V --- 41 /SMP PLAN AR -EAS -(TYPICAL) FOR CONSTRUCTION PHOTOMETRIC FOOT-' 6 ,Cj'RASS //DETAILS) TRAIL- 'LAY AREA CANDLE VALUES ALONG PROPERTY LINE 0) 0 /-Ix. Fence 5' GRAVEL TRAIL V OD FIBER LAY AREA Z Fj_ t. I - i-:- i_:T� LL:J--L 1_a: I , '� _L 1A / /68 Iron 5.00' Fel. @ 2 --7-66— 64 Y v. A cb ..xC11 I EX 48" FENCE Q x0VJ (TYP.) U Z Rik Ou rop NEW48" FENCE z 0 0 C31 Q) Culvert .0 90 Paved Entrance (Tor an(d Seal) R�A Gravel Driveway, Parking, and Trail Surfaces Ex. Overhead -i Utility Line j Brushed Concrete Surfaces __1 975.14--,, 14 LIM., Mowed Grass Trails and Surfaces Al,. iif_-0�5y ,017A7'1757' Primitive Trail Surfaces(Dirt and Mulch) 30 0 30 60 90 Scale: 1 "=30' 0 Z N Ft oW W Z z W W a_ z 00 r 2-- in z V) 0 !� 0) N W < D > (n Lj F: _j _j > in W z 0 W 0 1 N 0 U S SHIMP > is a. 4f 183 IONAL CO U) EE E E E E E 0 0 vv 00 0:3 0 (.0 co � �? Z C"4 C"4 CD co r__ cc) CD CD (ZD (Z:) WEEN Scale 30' Sheet No. C4 OF 7 File No. 10.051 q - 7 -/V NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF I FILL TOP OF FILL TOP OF FILL, GROUND LINE H Z-- GROUND LIKE, H y -,GROUND LINE r r EARTH ROCK OR UNYIELDING D* EARTH D412" d d $OIL d 4" D/2 0?(2 BEDDING MATERIAL BEDDING MW. 1/10 Dj1r I BEDDING MIN, 1/10 0 1�,9 1 F31 El I EE� I x � 0 X MATERIAL KFIR X XVMATERIAL X 4-D —4� x MIN FOUNDATION SOFT, YIELDING., OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x. D —1 WA 1.5 x D MIN, 1.5 x D MIN. 1,5. x D —I MIN. 1.5 x D MIN_ 1.5 x TOP OF FILL T_ TOP OF FILL TOO OF FILL H T D +12-1— it D+12" �Vevllevel .- GROUNDr GROUND GROUND d LINE LINE -7 drrr, d LINE =P D/2, U12— EARTH ROCK OR 4" MIK 1/10 Q BEDDING MIN., 1/10 D UNYIELDING SOIL ALFT �X D x MATERIAL D MR, 1/10 DJ;;fT EARTH —BEDDING PER '�F H MATERIAL �L MATERIAL NORMAL EARTH FOUNDATION W.i ROCK FOUNDATION ELDING, OR FOUNDATION SOFT, YIELDING, MAX * 24' UNSUITABLE. MATERIAL _ ---L—O-THERWISE, BEDDING MATERIAL. IN ACCORDANCE I WITH NOTES. SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATION.$. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS :1 BACKFILL MATERIAL, IN ACCORDAW,*E EXTENDED TO. 12" ABOVE THE. TOP OF THIE PIPE. WITH, SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR GENERAL NOTES ON PIPE BEDDING, SELE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON !SHEET 1D7.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, CRUSHED CLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 2.5 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. EMBANKMENT SHEET 1 OF 4 INSTALLATION OF, PIPE CULVERTS MD STORM SEWERS CRCULAR PIPE BEDDING AND BACKFILL - METHOD "AP 302 REV 8/07 303 VIIRGINIok DEPARTMENT OF TRANSPORTATION. 1 107.01 Fj_ t. I - i-:- i_:T� LL:J--L 1_a: I , '� _L 1A / /68 Iron 5.00' Fel. @ 2 --7-66— 64 Y v. A cb ..xC11 I EX 48" FENCE Q x0VJ (TYP.) U Z Rik Ou rop NEW48" FENCE z 0 0 C31 Q) Culvert .0 90 Paved Entrance (Tor an(d Seal) R�A Gravel Driveway, Parking, and Trail Surfaces Ex. Overhead -i Utility Line j Brushed Concrete Surfaces __1 975.14--,, 14 LIM., Mowed Grass Trails and Surfaces Al,. iif_-0�5y ,017A7'1757' Primitive Trail Surfaces(Dirt and Mulch) 30 0 30 60 90 Scale: 1 "=30' 0 Z N Ft oW W Z z W W a_ z 00 r 2-- in z V) 0 !� 0) N W < D > (n Lj F: _j _j > in W z 0 W 0 1 N 0 U S SHIMP > is a. 4f 183 IONAL CO U) EE E E E E E 0 0 vv 00 0:3 0 (.0 co � �? 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I R, /V A LU Mowed Grass Tra'ls and Surfaces Vj /SE/TICPELiyi_cqATI0,j` K ^0. ------------------------ W "Ve �.X 92 DRIVIEWAY s (Dirt and Mulch) t�i Primitive Trail Surface 11FIN N�1. 6-1/l/ U. K 1.11 n 4_ Z 48" FENCING I /7� 03/14/2016 NEWYARD W 8V YDRANT �48" EXISTING FENCi Scale N�Ea Add safety lo.d.9 i NOTE: TREE CUTTING AND E.XCAVATI�ON NEEDED Z n NEWSEPTJCTANK ss."arise,ittil 1) -00015 Condoon #7 ISTYG BARN &2014 Av Heignt (Se9heetC)) WOODEN BRIDGE IL K1. U /A ri CONSTRUCTION OF TR " ILS S"ALL BE AVOIDED I �gimm &SANDSEACH =60' FOr NE Sheet No. ,WOUTDOOR I LL SCONCE RAIN 1ARDO 60 0 60 120 180 -7 TO PROTECTSLOPES GREATER THAN 25% ONE-- C5 01 G EVE E E E �1111 M11y-D TR�ASS A . . . . . . Fil No. Scale: 1 "=60' 1 0 51 f } I a Ex. I / CAMPGROUND - ,, "ss g' Concrete / I 1 Pad I : • / / / EXISTING HAY FIELD ` \ / / FUTURE MEADO 1 / �. \._. _ k ® / t i �l�- r / / e i cv \ Fd Ir n 7 / 0 \ m J / / _ LARGE S.IJAE)ETR_E GAL., B&B o /'.. 1000—. LARGE SHADE TId A SHA;,TRE 1 j' CAL, B 96 i / / / / I / / I / EXISTING HD ADOW UT i ix92 -+u"_t+s•i:`z+.•,. �: h_t, ;Sad- a % / I t 80 CD! / / CY) 78 76 x O \� ( , t i 74 72 LARGESfiADE1REE- / r p • J I 66 J ! I J ,` a' �..' _ ' 1 .•�; t \ X37 `''- --, ,. / / / / / \ + i 'r"� A�4v:y ./ / �• X % C�R$AGE>'.'' w •/: Q:+ "\� �" / � � - / �',� tee'''^ t / ��c, •� j } S EECVINc SH UBS- CAiBS::: r / / f /'. O. / Tele. / " r GAt., (MIN 1 ' H .) 9�tod�. �' a• / l / � ; ' / \ / � � f k,� \ � <,>`�s r::' Peds (33) SCREENING TREES 5' O /rs " ..:; ' :'i ,. 4` HT. MINIMUM ! ! / zdffi �� r� ..a, � � / " >" �\. /• �''-'/ / / ' ,, 0/ / I \ 150.C. .1�� `4 w' Fey Ex, Fen p� l / F , Ex. :sacs r (9 CREENING S X -A 010. / C) \ i �I 1EXISTINGCOWPASTIQ 1 /FUTURE / PLAYSCAPE,r (29) SCREENING TREES 4' HT. MINIMUM %f / / / +/ / / / % /' \ '• \ / 6) SCREENING R.L. l �: Q Z� / I r 9 / / \ X 4HT. MINIMUM r0 C ,: / ! J / / / / ,.'' •'� / / \ � \ �• }` / /X ` X t 4/yQr f (8)SCREENI GSHR S 18" HT. MIN! 10' O.C. Rock Outcrop EXISTING R CK 2U1CROP ING ®' C �� J r/ , --._— — -t} (5)SCREENI X ( �f C) SCnJ 4' HT. MINI / / � � LANDSCAPING NOTES: --' -15O.C. TREE COVER REQUIREMENT (SEG- 32.7.9.8): m 10% FOR A DEVELOPMENT ZONED FOR BUSiNESS, COMMERCIAL, OR INDUSTRIAL USE. 1,220,116 X.10 = 122,012 SF REQUIRED PROVIDED: 758,278 SF EXISTING CANOPY TO REMAIN �' / b ( 18" HT � INGSHRUBSI STREETSCAPE REQUIREMENT (SEC 32.7.9.5): / x \ /` 1 LARGE SHADE TREE PER 50' OF ROAD IFRONTAGE:` 466 LF/50 = 10 TREES REQUIRED PROVIDED: 10 NEW TRESES PROVIDED } PARKING LOT LANDSCAPING - (;.IEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING; SPACES. 28 SPAES110 = 3 TREES REQUIRED MINIMUM / (4) SCREENING TREES �; 97,. 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. \ 15,O.0 17,647 SF X.05 = 883 SF REQUIRED Ex Overhe PROVIDED: 4 TREES PROVIDED U Hty Une i 1,728 SF LANDSCAPED AREAS PROVIDED NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs, shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be prulned minimally and only to support the overall health of the plant. 3. New plant species per Albemarle County Approvedi Plant List. 10 LARGE SHADE TREES i �' CAL." B&B 50'0,C. 0 t� Z N N W z W iiiz a- � az z N o N W Q rn w I- J_ z 0 W it Q iT O 0 N U NNE. >C� r7 4 Cif .o z U z r biz z Lid 0 6i >J Uj L� r LU J z LL Date 03/14/2016 Scale 1 Sheet No. C6 OF 7 File No. 15.051 4P °�7/� V) CO o E E_ L o 0 0 0 �vvvc.� O Q U 0 j co co co cD -+ll CJ7 O N N NNE. >C� r7 4 Cif .o z U z r biz z Lid 0 6i >J Uj L� r LU J z LL Date 03/14/2016 Scale 1 Sheet No. C6 OF 7 File No. 15.051 4P °�7/� SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPE 1-1 /2" SQ. OAK STAR SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCF PLANTING AND WA -I THOROUGHLY 4" COMPACTED EAF WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT REQUIREME PLANTING SOIL, ANI SOIL AMENDMENTS REMOVE BURLAP & FROM TOP 113 OF R BALL UNDIS-II-P rT"VREE PLANTING DETAIL C7 Not To Scale ---- I SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE MULCH 2" DEEP poi IMMEDIATELY AFTER (?4\ �4 4 4 REMOVE BURLAP FROM PLANTING AND WATER o % 4 TOP 1/3 OF ROOTBALL THOROUGHLY. 4 3" TALL WATERING PLANTING PIT. " BERM PREPARED SOIL FOR SHRUBS a n �---_, �----___ ,-FINISHED GRADE SOIL SURFACE �? 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Not To Scale 7.5' 7.5' -�3.0' 3.0' 10' 10' Travel Lane Travel Lane TYPICAL NEW ENTRANCE ROAD SECTION Not To Scale 7.0' '3.0 �1 7.0' 3.01 Gravel Drive iris IIIIIIIITL In, 11111�i Not To Scale ---- ,,�, - ------ - rX: b5b bight DisrrMce Right ,. �� --- - ---_ - -_-_ --- _� `- --_._ ---- ----------_---.-Bla I�weil'5 Hollow15' p 71 ______ __ _ _ rescriptivei -_ i - 15' Prescriptive Eent - - - - / _ - - rr Easement - -- `--• - _ ,� . hf TsUlailqe Leftr' ,,960-,, 1..„” I / rio_ SIGHT DISTANCE DETAIL C7 SCALE: 1'=50' 970970 .. 965 ____ 965 ------ r_ __._ -:m1 3 5 HEIG�iT _ -- ---- - - _� L . _.._._.._ _ _ _ 960 960 1 -------------- _ C _.- ,�^- _.____ _ _._ ..._. _._ _.... _ .._.__. _ _ _. _ .!--._... _... _ _,__._1- _ __-_- __._/.__, /_�_.._ �t,_�` __._______ 955 955 ___-_ EXIST-{�E� ,ORADE --- i --------- _.. _.1_.,__.. .950 _.._..-: 950 --_-_ 1 _._ __ _ 10+00 10+50 11+00 114-50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 ri 2 BLACKWELL'S HOLLOW SIGHT DISTANCE PROFILE — LEFT__ I"7 SCALE: H®R/?. 1*=1®' OIERT. 1'=50' 990 98`3 980 975 970 965 0610+00 -�- -10+50 11+00 -� 114-50 � 12+00 12+50 13+00 13+50 14+00 14+50 13 BLACKWELL'S FOLLOW SIGHT DISTANCE PROFILE — RIGHT C :7 SCALE: HORZ. 1 *=10' 15+00 15+U0 990 985 980 975 970 SELF -LATCHING SAFETY C 965 9601 16+00 SELF CLOSING GATE HIN( LOCKED CANE BOLT ON DOUBLE LEAF GATES WITH r;r=r ruN MAINTENANCE Ivvl�, rcl��.,� lv �.vlvrvretvt TO ASTM STANDARD F2049 s Ex. Fence Conversion Detail C7Not To Scale NOTES: 1. GATES TO CONFORM TO ASTM STANDARD F2049 2. GATES TO OPEN OUTWARD AWAY FROM PLAYSCAPE. 3. THE HAND ACTIVATED RELEASE MECHANISM OF THE SELF -LATCHING DEVICE SHALL BE NOT LESS THAN 48" ABOVE GRADE. PROTRUDING FORK, YOKE, AND FULCRUM LEVER TYPE LATCHES OF THE SELF -LATCHING DEVICE SHALL BE INSTALLED AT A HEIGHT OF NO LESS THAN 54" ABOVE GRADE. �4 TVD. Child Cate Detail C7 J Not To Scale SURFACE TREATMENT 0000000000000oo0 0 0 0 0n0�0n01 0 6" - VDOT #21A BASESTONE —i II Ili—i I hI i I --I i 1-�� COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR ENTRANCE , ENot To Scale ���7 � 0 `o '-o o cs- 0 0 0 0 00000oo0ooc -4" - VDOT #21A BASESTONE 0 COMPACTED SUBGRADE-L/ TO BE FIELD VERIFIED ATYPICAL NEW GRAVEL PARKING LOT SECTION Not To Scale 6"x6"x8 4" Concrete WWM Sheets Surface @ 4,000 PSI d d 4" a d ° d 4 ° xa x . X x x ° Base Aggregate 4" of VDOT #21 A 4" Filter Cloth �-Compact Sub -grade to 95% Proctor Density TYPICAL_ NEW CONCRETE 7'� HANDICAP PARKING LOT SECTION C7 / Not To Scale Facebook #Pnteres€. n;tre y,.Gaogtek Email Fixture Height (inches) 13.32 -in H Light bulb(s) not included Galvanized Dark Sky Outdoor Wall Light Note: Each outdoor luminaire equipped with a lamp 7 that emits �.>,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot-candle. Description Ellicott 13,12 -in H Galvanized Dark Sky Outdoor Wall Light Galvanized steel fixture is weather -resistant, and sturdy 60 -watt medium base incandescent bulb -requited (not included) 10.5 in W x 13.12 -in H x 12.62 -in D 3 -year base warranty on the parts and labor gives you peace of mind ETL safety listing dem nstratesthis product has met minimum requirements of widely accopted product safety standards Hardware included foreasy,setup _ 1 Dark sky design minimizes upward,glare, p(eventing light, pollution Ideal for entranceway lighting Specifications _._. _., . ..._.._ ...... ........... _..... outdoor _.._....._.__ ... Glass Styie _ _.., No;glass Typewall moulut Power Source Hardwired light ..::.. .:. ....... .....: _. �.:�.. �...... ......., ._ :.,._. , Style Traditional Motion Activated No _ _ _— ----- _.------_------- ENERGY STAR Qualified No Manufacturer Color/Finish Galvanized _ _ u ---------....___.__.... _.___ __._ Fixture Height (Inches) 13.12 Package Quantity .51 Material Steel -------------- __-._.___ ___.___.._____._.___ _._.________._____ _.__.,.------------.. __..._.l.__ ----------- _ _ _.._, ___.. ___ _, _.____ __ __._._____. ____. __ ____. _._____.._ _ ___. _._ _. _______3_ ______- _._.. _---- _�. _ . _. - ._ ___ -___ _----- _._ .____._ f _..._. __-------- 0610+00 -�- -10+50 11+00 -� 114-50 � 12+00 12+50 13+00 13+50 14+00 14+50 13 BLACKWELL'S FOLLOW SIGHT DISTANCE PROFILE — RIGHT C :7 SCALE: HORZ. 1 *=10' 15+00 15+U0 990 985 980 975 970 SELF -LATCHING SAFETY C 965 9601 16+00 SELF CLOSING GATE HIN( LOCKED CANE BOLT ON DOUBLE LEAF GATES WITH r;r=r ruN MAINTENANCE Ivvl�, rcl��.,� lv �.vlvrvretvt TO ASTM STANDARD F2049 s Ex. Fence Conversion Detail C7Not To Scale NOTES: 1. GATES TO CONFORM TO ASTM STANDARD F2049 2. GATES TO OPEN OUTWARD AWAY FROM PLAYSCAPE. 3. THE HAND ACTIVATED RELEASE MECHANISM OF THE SELF -LATCHING DEVICE SHALL BE NOT LESS THAN 48" ABOVE GRADE. PROTRUDING FORK, YOKE, AND FULCRUM LEVER TYPE LATCHES OF THE SELF -LATCHING DEVICE SHALL BE INSTALLED AT A HEIGHT OF NO LESS THAN 54" ABOVE GRADE. �4 TVD. Child Cate Detail C7 J Not To Scale SURFACE TREATMENT 0000000000000oo0 0 0 0 0n0�0n01 0 6" - VDOT #21A BASESTONE —i II Ili—i I hI i I --I i 1-�� COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR ENTRANCE , ENot To Scale ���7 � 0 `o '-o o cs- 0 0 0 0 00000oo0ooc -4" - VDOT #21A BASESTONE 0 COMPACTED SUBGRADE-L/ TO BE FIELD VERIFIED ATYPICAL NEW GRAVEL PARKING LOT SECTION Not To Scale 6"x6"x8 4" Concrete WWM Sheets Surface @ 4,000 PSI d d 4" a d ° d 4 ° xa x . X x x ° Base Aggregate 4" of VDOT #21 A 4" Filter Cloth �-Compact Sub -grade to 95% Proctor Density TYPICAL_ NEW CONCRETE 7'� HANDICAP PARKING LOT SECTION C7 / Not To Scale Facebook #Pnteres€. n;tre y,.Gaogtek Email Fixture Height (inches) 13.32 -in H Light bulb(s) not included Galvanized Dark Sky Outdoor Wall Light Note: Each outdoor luminaire equipped with a lamp 7 that emits �.>,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot-candle. Description Ellicott 13,12 -in H Galvanized Dark Sky Outdoor Wall Light Galvanized steel fixture is weather -resistant, and sturdy 60 -watt medium base incandescent bulb -requited (not included) 10.5 in W x 13.12 -in H x 12.62 -in D 3 -year base warranty on the parts and labor gives you peace of mind ETL safety listing dem nstratesthis product has met minimum requirements of widely accopted product safety standards Hardware included foreasy,setup Lantern style offers -d traditional heti. Dark sky design minimizes upward,glare, p(eventing light, pollution Ideal for entranceway lighting Specifications _._. _., . ..._.._ ...... ........... _..... outdoor _.._....._.__ ... Glass Styie _ _.., No;glass Typewall moulut Power Source Hardwired light ..::.. .:. ....... .....: _. �.:�.. �...... ......., ._ :.,._. , Style Traditional Motion Activated No _ _ _— ----- -_ ENERGY STAR Qualified No Manufacturer Color/Finish Galvanized _ _ u ---------....___.__.... _.___ __._ Fixture Height (Inches) 13.12 Package Quantity 1 Material Steel Fixture Width (Inches) 10.5---- ColorlFinlsh Family Silver Fixture Depth(Inches) 12$2 w:_ . . . _ ,_. ..,...._ ._,.,...__. ....._.. ____ _ . ©aiksky Yes Weattier ResistafitNVeatherproof Heather resistant �., Collection Name Ellicott Maximum Bulb Wattage, 60 Light Bulb Base Type Medium base (E-26) g Outdoor Barn Sconce C7 Nat To Scale JU M. SHIMP > c. N .45183 �_15'SrONAL E ��