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HomeMy WebLinkAboutARB201400090 Plan - Approved 2014-07-08Ej GENERAL NOTES OWNER 045B1 -05 -OA -00900 IWE, LLC 905 RESORT DRIVE MASSANUTTEN, VA 22840 PLCINIE ENGINEER COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293 -3719 FAX (434)293 -2813 CONTACT.- MR. SCOTT COLLINS, P.E. scott@collins-engineering.com TAX MAP NO. 045B1 -05 -OA -00900 (D.B. 4037/ PG. 160) AREA 0.93 AC ZONING (HC) HIGHWAY COMMERCIAL, (EC) ENTRANCE CORRIDOR & (AIA) AIRPORT IMPACT AREA. SETBACKS 10' MINIMUM PARKING SETBACK FROM PUBLIC STREETS 30' MINIMUM FRONT BUILDING SETBACK FROM PUBLIC STREETS 50' MINIMUM BUILDING SETBACK FROM REAR PROPERTY LINE (RESIDENTIAL PROPERTY) 0' MINIMUM BUILDING SIDE YARD SETBACK ADJACENT TO HIGHWAY COMMERCIAL ZONING BUILDING HEIGHTS MAXIMUM BUILDING HEIGHT- 35' (THE MAXIMUM BUILDING HEIGHT ALLOWED IS 35; WITHOUT ADDITIONAL SE79ACKS. A MAXIMUM BUILDING HEIGHT OF 65' IS ALLOWED, PROVIDED PROPER SETBACKS ARE PROVIDED) PROPOSED USE 8, 000sf COMMERCIAL BUILDING BUILDING IS COMPRISED OF 5,000sf SHOWROOM AND & 3, OOOsf WAREHOUSE CLOSED TO THE PUBLIC. THE BUILDING WILL SERVE THE ACME STOVE & FIREPLACE CENTER. NOTE, FLOOR AREA TO LOT COVERAGE RATIO= 8,000sf141,385sf= 0.19 WATERSHED THIS DEVELOPMENT LIES M77 -IIN THE SOUTH FORK RIVANNA RIVER WATERSHED. THE S17E IS NOT LOCATED WI THIN A PUBLIC WA TER SUPPL Y RESERVOIR WA TERSHED, 1 T IS LOCA TED DOWNSLOPE FROM THE SOUTH FORK RI VANNA WA TER SUPPL Y WA TERSHED. TOPO & SURVEY TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT COMMONWEALTH LAND SURVEYING IN FEBRUARY OF 2014. THE SITE WAS FIELD VERIFIED ON MARCH 5, 2014 BY COLLINS ENGINEERING. TWO BENCHMARKS ARE SHOWN ON THE EXISTING CONDITIONS SHEET, B07H OF WHICH ARE SANITARY MANHOLE TOPS. DA TUM ELEVA T70NS ARE BASED ON STA TE PLAIN GRID- NAD 83 DA TUM. EXIS77NG VEGETA TION THE FRONT OF THE PARCEL IS CLEARED WITH STABILIZED GRASS AND THE REAR OF SITE IS FORESTED. CRITICAL SLOPES IN ACCORDANCE WITH THE 'CRITICAL SLOPES NEIGHBORHOODS 1 -2' COUNTY MAPPING 'MANAGED' CRI77CAL SLOPES EXIST AT THE REAR OF THE PARCEL. THE PROPOSED DEVELOPMENT IS OUTSIDE THE LIMITS OF THESE SLOPES AND DOES NOT PROPOSE IMPACTS TO THE CRITICAL SLOPES. PHASING THIS PLAN WILL BE CONSTRUCTED ALL IN ONE PHASE. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100 -YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO280D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDAT70N ZONES PER COUNTY GIS DATA. SITE ACCESS THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA SEMINOLE LANE, WHICH CONNECTS INTO ROUTE 29 AT AN EXISTING STOP LIGHT. RETAINING WALLS A RETAINING WALL RANGING FROM 0' -8' IS AN77CIPATED. MAXIMUM RETAINING WALL HEIGHTS SHALL NOT EXCEED 10: LIGH77NG EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS J,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN7AL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGH77NG FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE LOCATED BEHIND THE BUILDING, AS SHOWN, AND SHALL BE PROPERLY SCREENED IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS ADJACENT PROPERTY OWNERS SEE EXIS77NG CONDITIONS, SHEET 2. UTILI77ES EXIS77NG WATER AND SEWER UTILITIES ARE LOCATED ONSI TE AND CONMECT70NS ARE PROPOSED. STORMWA TER MANAGEMENT FACILITY A RAIN GARDEN AND BIORETEN77ON SWALE ARE PROPOSED WITH 7HIS DEVELOPMENT TO PROVIDE WATER QUALITY TREATMENT AND DETENTION. MAXIMUM EMPLOYEES 7 EMPLOYEES AT ONE TIME BUILDING SEPARA 770N BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 EDITION OR ITS EQUIVALENT IN THE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE. IMPERVIOUS AREAS BUILDING -8,000 SF PAVEMENT - 10,130 SF (5,855 SF OF THIS VALUE IS FOR CIRCULATION) SIDEWALK -1,470 SF GREEN OPEN SPACE 0.50 AC PARKING REQUIREMENTS 1 SPACE PER 400sf FOR THE PROPOSED 5,000sf SHOWROOM= 1 SP / 400sf x 5,000sf = 13 SPACES 1 SPACE PER EMPLOYEE FOR THE PROPOSED 3,000sf WAREHOUSE= 1 .S'P/ EMPLOYEE x 7 EMPLOYEES = 7 SPACES TOTAL PARKING SPACES REQUIRED= 20 SPACES NOTE, THE PARKING REQUIREMENTS FOR THE 5,000sf SHOWROOM IS IN ACCORDANCE WITH THE COUNTY CODE FOR 'FURNITURE STORE & OTHER LARGE SIZED RETAIL ITEMS SUG;H AS APPLIANCES, CARPETING, OFFICE EQUIPMENT OR SPECIFIC BUILDING MATERIALS' AND THE REQUIREMENTS FOR THE 3, OOOsf WAREHOUSE IS CONSISTENT 107H THE COUNTY CODE FOR 'WHOLESALING, OR WAREHOUSING USE NOT OTHERWISE IDENTIFIED. PLEASE NOTE THE WAREHOUSE IS NOT OPEN T0' THE PUBLIC. SO AN ADDITIONAL SPACE PER 500sf OF WAREHOUSE FLOOR SPACE IS NOT REQUIRED. ALSO NOTE THE MAXIMUM NUMBER OF PARKING SPACES ALLOWED IS 24 SPACES. PARKING PROVIDED 20 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE & 1 LOADING SPACE) SITE TRIP GENERATION (BASED ON ITE TRIP GENERATION MANUAL, 8TH EDITION) PROPOSED 3,000sf WAREHOUSE PORTION OF THE BUILDING (ITE LUC 150, WAREHOURSING): ADT (WEEKDAY)= 3.89 7RIPS /DAY PER EMPLOYEE x 7 EMPLOYEES = 27 ADT (14 ENTER & 13 EXIT) AM PEAK HOUR (WEEKDAY)= 0.51 PEAK AM HOUR PER EMPLOYEE x 7 EMPLOYEES = 4 VPH (3 ENTER, 1 EXIT) PM PEAK HOUR (WEEKDAY)= 0.49 PEAK PM HOUR PER EMPL 0 YEE x 7 EMPL 0 YEES = 3 VPH (1 ENTER, 2 EXIT) PROPOSED 5,000sf SHOWROOM PORTION OF THE BUILDING (ITE LUC 814, SPECIALITY RETAIL CENTER): ADT (WEEKDAY)= 44.32 VEHICLES /DAY PER 1,000sf x 5,000sf = 222 ADT (111 ENTER & 111 EXIT) AM PEAK HOUR (WEEKDAY)= 6.84 PEAK AM HOUR PER 1, OOOsf x 5,000sf = 34 VPH (16 ENTER, 18 EXIT) PM PEAK HOUR (WEEKDAY)= 2.71 PEAK AM HOUR PER 1, OOOsf x 5,000sf = 14 VPH (6 ENTER, 8 EXIT) STOVE BE FIFLEPLACE CENTER J11i * 0 aFAR IVA (SDP 2014 -50) RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ROUTE 29 (NORTHBOUND) _.__J I Olt TM 45B1- 5 -A -10 WILCO HESS GAS STATION SHEET LAYOUT SCALE: 1" = 50' CURRENT OWNER /DEVELOPER IWE, LLC 905 RESORT DRIVE MASSANUTTEN, VA 22840 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 2933719 i I I R F14 O N Rpq TS J� 4 O SITE O. v 2w C, VICINITY MAP SCALE: 1" = 11000' Sheet List Table -SITE PLAN Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY & GRADING PLAN S LANDSCAPING PLAN 6 NOTES & DETAILS 7 LIGHTING PLAN 8 SITE CROSS - SECTIONS 0 LEGEND ROADS L —_ _-7 EXISTING CUL VEP. T CULVERT DROP INLET & STRUCTURE NO. CURB 1 CURB & GUTTER PROPOSED PAl/E.MENT - EC -3A DITCH y 6.. DEPTH OF EC.-JA DITCH EC -2 DI TCH 6" DEPTH OF EC -2 DITCH CONS TOTAL NUMBER OF SHEETS EARTH DITCH DRI VEWA Y CUL VER T + BENCH MARK _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN - - - -200- - - - EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �- TBC DEN07ES TOP /BACK OF CURB T/B DENOTES TOP OF BOX APPROVALS DA'C'E C, WSCOTR. COLLINS'Z U Lic. No. 035791,E X�SIONAL F_ z L w F 0 LEGEND ROADS L —_ _-7 EXISTING CUL VEP. T CULVERT DROP INLET & STRUCTURE NO. CURB 1 CURB & GUTTER PROPOSED PAl/E.MENT - EC -3A DITCH y 6.. DEPTH OF EC.-JA DITCH EC -2 DI TCH 6" DEPTH OF EC -2 DITCH CONS TOTAL NUMBER OF SHEETS EARTH DITCH DRI VEWA Y CUL VER T + BENCH MARK _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN - - - -200- - - - EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �- TBC DEN07ES TOP /BACK OF CURB T/B DENOTES TOP OF BOX APPROVALS DA'C'E C, WSCOTR. COLLINS'Z U Lic. No. 035791,E X�SIONAL F_ z L w F o CONS TOTAL NUMBER OF SHEETS EARTH DITCH DRI VEWA Y CUL VER T + BENCH MARK _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN - - - -200- - - - EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �- TBC DEN07ES TOP /BACK OF CURB T/B DENOTES TOP OF BOX APPROVALS DA'C'E C, WSCOTR. COLLINS'Z U Lic. No. 035791,E X�SIONAL F_ z L w F APPROVALS DA'C'E C, WSCOTR. COLLINS'Z U Lic. No. 035791,E X�SIONAL c w QC c w a i Q � ce w w c . z j w O U f 0 U J _ w CD J 1 Q w . a. i Q w - to > > W w T-, Q^ n 0000 o ^ � o LUf� N z M Q J a V C c It C C co N c C N w < re a C L L W C z _j L Z wC MOMME W U C C o w C L9 _j L U c c Q wL >.03 Q j T_ CL 0c U U /fir/' � Uj 0 L H w F_ > E 0 F— > z_ LLJ W ^ � V z w W z Q/ F. z CD z I"- w �1■1� U) V J z J I— Lu o U w o U0 Q < o O O 0 x T w o F_ z L w F o U U F Q a5 0J O O c E U w z z C O z z J J 0 0 2 0 LU H t z ¢ t w . z j w O U f 0 U J _ w CD J 1 Q w . a. i Q w - to > > W w T-, Q^ n 0000 o ^ � o LUf� N z M Q J a V C c It C C co N c C N w < re a C L L W C z _j L Z wC MOMME W U C C o w C L9 _j L U c c Q wL >.03 Q j T_ CL 0c U U /fir/' � Uj 0 L H w F_ > E 0 F— > z_ LLJ W ^ � V z w W z Q/ F. z CD z I"- w �1■1� U) V J z J I— Lu o U w o U0 Q < o O O 0 x T w o LO ° °' 101 EXISTING _ PARKING LOT � � -� TMP 45B(1) -5 -A -9 _ 1 �' EXISTING GAS \ / ` ) 40,642.09 S.F. (0.93 AC.) �: STATION STORE \ EXISTING` 18'S TRIP PREVIOUSLY DEDICATED FOR a0 TMP 456(1)- 5 -A -10 LP FUTURE PEDESTRIAN PASSAGEWAY' I a WILCOHESS, LLC TMP 45B(1) -5 -C -4 - THROUGH LOTS AS SHOWN ON RETAIL STORE RUSSELL L. MILLER, JR. A = D.B. 515, PG. 406 VACATED WITH PLAT \ D.B. 2095 P. 61 BY LINCOLN SURVEYING. D.B. 4544, PG.. 88 1 �'', D.B. 2041 P. 309 PLAT JEANNE C. MILLER / - co D.B. 1063 P. 23 -� D.B. 3415 P. 542 i --------- 1 ` � D.B. 683 PLAT RESIDUE OF ` 1 _ - - s 981 P D.B. 914 P. 435 _ / 1 ` li z D.B. 689 P. 447 PLAT D.B. 681 P. 705, 708 PLAT PARCEL 4 I 1 _ 9. / Te PARCEL F EXISTING 20 LOT 4A VA POWER ESMT. qC k ZONE: HC (DB 515, PGA06} b L ZONE: - - - - - - - 1 RP / ; S23..3 - ;,.�' "' -- Sg ° �G gFT \ ' 742.74 S.F. AS SHOWN ON D.B. 515, PG. 406 `.. 327? 0 44'4j DEDICATED TO PUBLIC USE WITH PLAT gg23, BY LINCOLN SURVEYING. D.B. PG. LP R= 25.00', A= 43.29' T= 29.38', C= 38.08' \ \ \ EXISTING SANITARY SEWER 1 ° emu; ti ___ EASEMENT (DB 515, PG.406) f rr \ 11 CB-N73 0949E \ - -- -- - - -- ---_ EXISTING FIRE HYDRANT - \ _ 1 DELTA =9 12 48 Tf3P rf16.00 `� O 3.30 r_- TOP: 41 �IIINIV III: 403.15 ' , > INY OUT: 40 .5J ` PP / iN1l !N: X04.717 \ _ ° �� - 32 5647 &V C.�UT: 404.50 - T P. , 1.80 r \ 11 � 11 �T iN'✓ OUT: 403.00 .. \ 69.27' - - - - - - - - 1 5 y �--- 1 INV ICI: 397.85 \ 1 1 1 � -���i� \ 1 1 SEMINOLE LANE vtaC. �J ----� S / oc j TMf 456(1)- 5 -A -10A ' U T E 2 9 ( B. l- )\ \'OHO \ \ it`s 111 PUBLIC ROAD ' U' / s fT / N57 °13'55 "W COUNTY OF ALBEMARLE' N's'40 .1 / / / D.B.12041 P. 309 PLAT U S. ft \ 1 1 ? r INV Its: 405.31 \ / 18.00 r FH -_._ --- I 1 II' t III 1 U _ OUT: 405.16 s- - - - - - - - OR 411.98 I �- f P: 401.0 i -�- i" 11 II '' N50 °44'47 "E 0 / INV IN: 405.73 I Nx \0U_F 398.80 1 �_ 1 S �" , 58.88' `� / INV OU "T. 05.E s s- ` -s� I N32 056'47 "E� / 1 TOP: 403.75 s" aA� S_ ' -1 S 13.26' / 11V 11zl: 397.65 �1. S ��1�� I I t r�i i I oP:401.84 wmk r ill II I(I III ill II Ili Ili Ili Ili I Ili II - f INV IN: 396.'i9 ` I _ INV OUT: 397.50 / � � TOP. 412. p0 0 BI= NCHMIARK 11�1j10UT s3 ---- - - - - -� ------ - - - - -- _ ----- _ _ J INVIN:40 . 0 0;4�29�20_ - - - - -- _ EXISTING PUBLIC -TEL - - - - - - INV IN. 399.40 y SMH RIM - 401.84" /- \ _....._ MH BENCHMARK SANITARY SEWER (TYP.) / 4U3 50 \ C3 1 MH RIM - 409.00 INV CJU "i": 399.25 i . BOX 0 _ ---r - - - - - ------------------------- r , ------- - - - - -- 24" PLASTIC EXISTING PRIVATE - _- _ - ---------------- - - - - -- ��- - - - - -- -- STORM SEWER (TYP.)- _ INV LM: l8�---- - - - - -- - - - - -- �. w w w w w w w w -mow/- w w w w- w w w -�= w w w w w w w w- w w w w w w- w - -' w w w w I EXISTING PRIVATE EXISTING 12 DIP PUBLIC; I J DRAINAGE ESMT. (TYP.) �- RWSA WATERLINE TYP.,) ------ - - - - -- - ----- - - - - -- --- - - - - -- ( ~ --------------------------------------------------------------------------- - - - - -- - ---- - --''- - - - -- (DB 515, PG.406) ---------- - - - - -- ---------------------- - - - - -- - - - - -- ------------- - - - - -- /----------------------------------------------- - 7 1 \ \ EXISTING 20' - RWSA EASEMENT i \ \ (DB 515, PG.406) /t ROUTE 29 % (NORTHBOUND) 1 l GRAPHIC SCALE 20 0 1/ 20 40 ------ -------- ---------- - --- - - - --- / / l f O � f 1 r i 1 TH 0 0 SCOTT R. COLLINSZ IU Lic. No. 035791,1 mil*` ,_ONAL V�; P z O U Q U Q W Q ^ 0000 CI' 0000 p ,--1 1 ul Z J J 0 U 1 inch = 20 ft. VJ r� M rn C\I M d` 1 0 N N L1J J vJ uj F-- 0 r Lij1 Y vJ W 0L U) LLJ I..L V 0 Cad z LLJ J H V) ..j U. LLj iLLJ V W u LW ryo cz LLJ O F_ V) Lu V a ; C 11 z v a L S f1 c c Oc t--i H c a Z c L O3 U z a c Lam__ ^ , L c V >< c E l _c C u z (z I O > w :D z Z 0 _j Q O � W '-' z w LLI W a] Q u j LLl CL cW W ce W Q ^ 0000 CI' 0000 p ,--1 1 ul Z J J 0 U 1 inch = 20 ft. VJ r� M rn C\I M d` 1 0 N N L1J J vJ uj F-- 0 r Lij1 Y vJ W 0L U) LLJ I..L V 0 Cad z LLJ J H V) ..j U. LLj iLLJ V W u LW ryo cz LLJ O F_ V) Lu V a ; C 11 z v a L S f1 c c Oc t--i H c a Z c L O3 U z a c Lam__ ^ , L c V >< c E l _c C u c� z w w z z w z J 0 C_) O C N U C O U C N (n V) N L Q X U U 7 O t .3 rn c 0 c 0 U L N to C O U L d U 7 L i-� O U O N E O C 7 U N 7 U I C I L I N > L N O ) U U 3 L"AO 420 - - - - - - -- - ------------------ - - - - -- - ---------- - - - - -- ------- - - - - -- - - - -- -- - - - - -- -- ----------- - - - - -- --------------- - - - - -- ---------------- - - - - -- - - - - -- - --------------- - - - - -- ---------- - - - - -- - - - - -- -------------- - - - - -- ---- - - - - -- --------- - - - - -- - - - -- ---- - - - - -- - - - - - -- - -- SIGHT II Ij N E --- - - - - -- - - - — 280' StGHI`atSTANCE - - - - - - ---- - - - - -- _ — �_ _— -_--- - ----------- i" ° ------ - - - - -- ---- 420 410 ---------------------- - - - - -- --------- - - - - -- - - - - - -- — ---- - - - - -- ---------- - - - - -- - - - - - -- - - - -- ------------------------- —SIGHT LINE_ _ --- - - - - -- _ _ _ _ _----- _ _ �— — — — — -- - - -- — - — — — — — -- - - -- — – — — — — — — — — -- — -- -- - - - - - - - - -- ---- - - - - -- ----------------- _ - -- — — -- - - - - -- - - -- -- --- - - - - -- ---- - - - - -- -- - - - - -- --- - - - - -- 41 Z Lu Z Lu 280'S[GHTDISTANCE o - - - - -- -- - - � ----- - - - - -- — - - - - - -- - - - - - -- 4 °O - - -- ----- - - - - -- - - - -- -- - - -- ------------- --------------------------------- T--- - - - - -- -- ---- - - - - -- �" --- - - - EXISTING GRADE - - -- -- - ---- - - - - -� OC O -- F - - - - -- PRO OSED ENTRANCE - t ------------ - - - - -- PROPOSED GRADE -- - - - - -- - - - - - -- - -- - -------- - - - - -- - - - - -- -- - - - - -- -- - - - - -- 400 39° 39° a o o 0 O rn 0 O m rn ri O u, m H O 00 rn ri Oi m rn O Ln m--� %- O o Ln rl? v1 t.0 O O O O r1 -T 1,D 00 O Oy r1 - m tit 0 O r1 rn Ln 00 M O ci m rn ko I' It V y It -- 't It -t It -j- 't --t --t It 9 +75 10 +00 10 +50 11 +00 11 +5o 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +5o 16 +oo SIGHT LINE PROFILE TH 0� SCOTT R. COLLINS Z Lic. No. 035791,E ZONAL Y' Gw " "t W Ln 0 o � -- o -1 00 r+ .4 KW )A WA I LK LINL VV /L- CJIVI 1. NKUI'USLU WIL LA I LKAL C.UNNL(:I IUN 10 1=X15 I IN(3 ` (DB 515, PG. 4o6) RWSA W /L. CONTRACTOR SHALL CONTACT RWSA 48 / fro HOURS PRIOR TO MAKING THE CONNECTION. �° LL-- % OROTHBOUND) GRAPE IC SCALE 20 0 10 20/ 40 80 p \ ( IN FEET) ------------------- ----- - -- - _ --___ � 1 inch = 20 ft. - - -- 1 N F- Z W V) V7 i-- I- Z Lu Z Lu o < O o a ooC6 °QOO6C6 > z z um omn°° z J O W W 0 O Q U J J _ (n Z J H Z et rL rL �•� �( W W In Ca W ln Q Q -j a m w w u,j o U) V) ceV) U-1 W W " "t W Ln 0 o � -- o -1 00 r+ .4 KW )A WA I LK LINL VV /L- CJIVI 1. NKUI'USLU WIL LA I LKAL C.UNNL(:I IUN 10 1=X15 I IN(3 ` (DB 515, PG. 4o6) RWSA W /L. CONTRACTOR SHALL CONTACT RWSA 48 / fro HOURS PRIOR TO MAKING THE CONNECTION. �° LL-- % OROTHBOUND) GRAPE IC SCALE 20 0 10 20/ 40 80 p \ ( IN FEET) ------------------- ----- - -- - _ --___ � 1 inch = 20 ft. - - -- 1 0 ❑ ❑ STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE — WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PR07EC77ON FENCE. TREE PROTECTION FENCE (FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES NYL "T" BAR STAKES REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL GUYING DETAIL CONSISTS GUYS,SET 120° AROUND JT PIT ON "UPHILL" SIDE =R TO TREE KING DETAIL (PACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE NCH EDGE AROUND RE AREA TO BE CHED ER TO ROOTBALL PIT AIL BURY 1/3 OF POST NOTES: NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 1. SET TREE PLUMB PRIOR TO STAKING NOTES: ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND I —I I I —II I - -I I 1=1 I I —I I I —_I I I —I I I_ 1. BARRIER PREVENTS COMPACTION ROOTS BY CONSTRUCTION EQUIPMENTT. . SOIL AROUND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE TREE PLANTING 2 TREE PLANTING ON SLOPE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) 1P SECTION N.T.S. 12 SECTION N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRU (AS SPECIFIED C DRAWING: REFER TO ROv i or+�� DETAIL RENCH EDGE AROUND NTIRE AREA TO BE ULCHED 3 SHRUB PLANTING 12 SECTION N.T.S. _. BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF — FOOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN i" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE 1 CUT AWAY ALL WIRE BASKETS AND /OR NON- BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) VARIES FOOTBALL REFER TO TREE STAKING DETAIL BACKFILL WITH CULTIVATED, ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT, WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. ROOTBALL PIT 12 SECTION N.T.S. -'— PLANT SCHEDULE 130 SYM 390 BOTANICAL TREES 124 PA PLATAN U S ACER IFOLIA `~ QP QUERCUS PHEL OS UNDERSTORY TREES NELLIE R STEVENS HOLLY AG AMALANCHIER GRANDIFLORA 528 CF CORNUS FLORIDA L - - PY PRUNUSYEDOE SIS EVERGREEN TREES IN ILEXx'NELLIE R'STEVENS' SHRUBS AB ABELIA GRAN DII�LORA " CS CORNUS SERICE FG FOTHERGILLA MAJOR -- IC ILEX CORNUTA' WARF BURFORD' - IG ILEXGLABRA O x IV ITEAVIRGINICA HENRY'S GARNET' BIORETENTION BASIN PLANTINGS BN BETULANIGRA LS LIQUIDAMBAR STYRACIFLUCIFLUA MC MYRICA CERIFE IA & CVS. IG ILEXGLABRA :D TOTALCANOPY 0 o z PROPOSED BIORETENTION BASIN 'A' n ti PP CALCULATIONS: TOTAL SITE AREA: TOTAL PARKING LOT TREES REQUIRED: i T R. COLLINS'Z No. 035791 0.933 AC 40164 3S F �� o.1$3 A 4,097 SF� E ll $ 1 Kitt!) KtU'U 3 NEW TREES PROVIDED: 8 PAVED CIRCULATION AREA: 10,130 SF 5% INTERIOR PLANTING AREA REQUIRED: 507 SF INTERIOR PLANTING AREA PROVIDED: 1,332 SF NOTE: 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 pruned minimally and only to support the overall health of the plant. COMMON NAME I SIZE CANOPY (sfl TOTAL SITE QUANTITY I COVERAGE (sq LONDON PLANETREE 12 1/2" cal. 1 422 1 4 1,688 WILLOW OAK 13 1/2" cal. 471 1 3 1,413 SERVICEBERRY 6 -7' ht. 130 3 390 DOGWOOD 6 -7' ht. 124 3 372 YOSHINO CHERRY 6 -7' ht. 99 2 198 LU NELLIE R STEVENS HOLLY T -7' ht. 1 44 1 12 528 © o ° � GLOSSY ABELIA 36" ht. min. 14 31 434 RED TWIG DOGWOOD 18" ht. min 72 6 432 FOTHERGILLA 18" ht. min 20 3 60 DWARF BURFORD HOLLY 24" ht. min 14 18 252 INKBERRY HOLLY 24" ht. min 23 3 69 T_ HENRY'S GARNET SWEETSPIRE 24" ht. min 64 8 512 CIO co RIVER BIRCH 10' -12' ht. 397 3 1,191 0) SWEETGUM 2 1/2" cal. 288 1 288 SOUTHERN WAX MYRTLE 2 1/2" cal. 44 3 132 CIO INKBERRY HOLLY 18 " -30" ht. 23 6 138•d 0 8,097 1 rp�-^� Q NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL W / BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE N HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS N AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0 Landscape Notes LIL. 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION .J.1 V) OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER z _0 THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA Z 0 NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD JJ AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. � 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE O Uj ° MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND ( 0 TREES SHALL BE PRUNED BE AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE �-'� V PLANT. � w 3 LU County !oCA U lbematle � Conservation Plan Cheeklist — To be placed on Landsc pe Puns U V (Flandbook, pp Ili -2$a -11,1 -297 for complete apcciRratlrnn) Q o 1 J Q 1. The fellowf _ax Item lhat7 lit shown onl6enim= ©. Treea to be saved; m U Linuta otcleznng (outside dnpline of tives to be saved),, ® Lvuttivn aid typo of pn:oteunv a Fencer} 0 Its Gtaetechru %esre<luun4gtree wells orw4_11 C 61 Prvpoaed t euching or waneding beyond the !hilts of ctkarii t a 2. XIorkttars•: D kl All trvea R5,1x3 saved aliall be marked witk pr3rit yr rrbb+.'rr at a ireightcleariy visdrie to c'.0pnYerrt Qperat4 #s.: ©' ,CIO yradFhg . &ttatt be watt th0 nfq ivarking has bean inspectvvi mnl:i7 pcUVVd byga County ltN (?zctot. tiWr. p O 3. Are- Constrnetion Contsrence:. C6 Z Tree preserve 011 and protecuortrnwalrres shall be reviewed with tltaevrttravWr on sitta LU � w w a. Eauiament Operation and Storage: LU Z V Heavy equipment, vehicular traffic and'stvrage ofcoustruetivu anderiaN inoludirig aciI shall not be pomutted within dw dripinioe of trees � U z to be saved: w S. Sod Eroelon and Stonown ter Ntenr tonTarhkevc /� ®. Such devices shall not adversely affect trees to beaaved. V) O Z J J 6. Fires; O fl Fires are not permitted within l4?il feet vP the drip>llaa oi'trers to ►>e savel: � CJ W V / 0 7, Toxle ititatrrhils: � > Ise Toxiotluiterials shall not be stared within to feet of the driplitte of treer to bo saved: � a a. Protective Fenclne: Uj C ZI 'freea.Eo.barcias'itaJ�vidrin+ tot' eetaPa. prvpoaedbuitdingargradingac4vilyaliallbdprote :;tedby °Ferrciitg- mi < /� C Q Fencitrg alndl be in place until Wttlil be it sped cf arld approved by a County Inapv4or pnisar to gradiA8 or svttstrt ctie r . ,. J � > 9, Tree Wells- 83, r 83 When tho gwoad level must be ra"rsed within the dripline of a free to ba saved, a tree well 4ltali be provided and a construction d* t !ll O V uubinittect for approval. 0 x 10, 1"0 Wally. V a ®' 191r7n Ilia ground Ipvel must lae levered vvitllirt 11re driplinz a tree to Ge saved, a i�ee vvali alialt be provided; arrsi a coi+atruefiori, sl�fuil subntitt 0 for apprwal, a 11. Wrenching AndTunnetine: J O Z) Inen h'er}ching 6 reguir� l vvitluit the Gnats of cicariryg, it shad Ira ene as far away from 11t trunks of trm no possible. Tunneling `~—, under a large free shall be considered as an alternative when it is anticipated that necessary trcuching will destroy 1'eedec roots C (L 12. Cleanup_ ­1 LU FlJ ® Prvtectivaienciag shall bo the(astitenrs retnowdduring the final cleanup. = c CL V) z IJ. T�i41119�..�C -c ITarnagad Ire shah bo' trtatsd innrtedietol} by pnerung,'ctrtitizndon or ='other utethods r + Swnended try i tree speclatst. JOB NO. a 132094 NQ"IE;1'I' IS THE DEVELOPER'S RESPOa7SIIIILffY'I'O CONFER 1VI1`H'I'IlE t:f1NTK�i(SiOROit'fItEE C:th"iSER'k'�1TIUY c; ILEe2UIRk a11k testa, c V V SCALE c z OW14ERSIGYA"TuRF,. :Q)ATE) 1 tf =201 c V C ............ C COAYi`Re1GT PURCHASER SIGNATVRE DATE SHEET NO. c S(11%'6 Patjelof 1 � a F-' Z L LU L 0 V t!) L I- Q z c O © o 1IU :D Z 0 o z In O L rJ O Lo H Q L LLI 104 m e QC L Uj a� o � w 1W c a © o ° � GLOSSY ABELIA 36" ht. min. 14 31 434 RED TWIG DOGWOOD 18" ht. min 72 6 432 FOTHERGILLA 18" ht. min 20 3 60 DWARF BURFORD HOLLY 24" ht. min 14 18 252 INKBERRY HOLLY 24" ht. min 23 3 69 T_ HENRY'S GARNET SWEETSPIRE 24" ht. min 64 8 512 CIO co RIVER BIRCH 10' -12' ht. 397 3 1,191 0) SWEETGUM 2 1/2" cal. 288 1 288 SOUTHERN WAX MYRTLE 2 1/2" cal. 44 3 132 CIO INKBERRY HOLLY 18 " -30" ht. 23 6 138•d 0 8,097 1 rp�-^� Q NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL W / BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE N HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS N AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0 Landscape Notes LIL. 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION .J.1 V) OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER z _0 THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA Z 0 NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD JJ AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. � 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE O Uj ° MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND ( 0 TREES SHALL BE PRUNED BE AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE �-'� V PLANT. � w 3 LU County !oCA U lbematle � Conservation Plan Cheeklist — To be placed on Landsc pe Puns U V (Flandbook, pp Ili -2$a -11,1 -297 for complete apcciRratlrnn) Q o 1 J Q 1. The fellowf _ax Item lhat7 lit shown onl6enim= ©. Treea to be saved; m U Linuta otcleznng (outside dnpline of tives to be saved),, ® Lvuttivn aid typo of pn:oteunv a Fencer} 0 Its Gtaetechru %esre<luun4gtree wells orw4_11 C 61 Prvpoaed t euching or waneding beyond the !hilts of ctkarii t a 2. XIorkttars•: D kl All trvea R5,1x3 saved aliall be marked witk pr3rit yr rrbb+.'rr at a ireightcleariy visdrie to c'.0pnYerrt Qperat4 #s.: ©' ,CIO yradFhg . &ttatt be watt th0 nfq ivarking has bean inspectvvi mnl:i7 pcUVVd byga County ltN (?zctot. tiWr. p O 3. Are- Constrnetion Contsrence:. C6 Z Tree preserve 011 and protecuortrnwalrres shall be reviewed with tltaevrttravWr on sitta LU � w w a. Eauiament Operation and Storage: LU Z V Heavy equipment, vehicular traffic and'stvrage ofcoustruetivu anderiaN inoludirig aciI shall not be pomutted within dw dripinioe of trees � U z to be saved: w S. Sod Eroelon and Stonown ter Ntenr tonTarhkevc /� ®. Such devices shall not adversely affect trees to beaaved. V) O Z J J 6. Fires; O fl Fires are not permitted within l4?il feet vP the drip>llaa oi'trers to ►>e savel: � CJ W V / 0 7, Toxle ititatrrhils: � > Ise Toxiotluiterials shall not be stared within to feet of the driplitte of treer to bo saved: � a a. Protective Fenclne: Uj C ZI 'freea.Eo.barcias'itaJ�vidrin+ tot' eetaPa. prvpoaedbuitdingargradingac4vilyaliallbdprote :;tedby °Ferrciitg- mi < /� C Q Fencitrg alndl be in place until Wttlil be it sped cf arld approved by a County Inapv4or pnisar to gradiA8 or svttstrt ctie r . ,. J � > 9, Tree Wells- 83, r 83 When tho gwoad level must be ra"rsed within the dripline of a free to ba saved, a tree well 4ltali be provided and a construction d* t !ll O V uubinittect for approval. 0 x 10, 1"0 Wally. V a ®' 191r7n Ilia ground Ipvel must lae levered vvitllirt 11re driplinz a tree to Ge saved, a i�ee vvali alialt be provided; arrsi a coi+atruefiori, sl�fuil subntitt 0 for apprwal, a 11. Wrenching AndTunnetine: J O Z) Inen h'er}ching 6 reguir� l vvitluit the Gnats of cicariryg, it shad Ira ene as far away from 11t trunks of trm no possible. Tunneling `~—, under a large free shall be considered as an alternative when it is anticipated that necessary trcuching will destroy 1'eedec roots C (L 12. Cleanup_ ­1 LU FlJ ® Prvtectivaienciag shall bo the(astitenrs retnowdduring the final cleanup. = c CL V) z IJ. T�i41119�..�C -c ITarnagad Ire shah bo' trtatsd innrtedietol} by pnerung,'ctrtitizndon or ='other utethods r + Swnended try i tree speclatst. JOB NO. a 132094 NQ"IE;1'I' IS THE DEVELOPER'S RESPOa7SIIIILffY'I'O CONFER 1VI1`H'I'IlE t:f1NTK�i(SiOROit'fItEE C:th"iSER'k'�1TIUY c; ILEe2UIRk a11k testa, c V V SCALE c z OW14ERSIGYA"TuRF,. :Q)ATE) 1 tf =201 c V C ............ C COAYi`Re1GT PURCHASER SIGNATVRE DATE SHEET NO. c S(11%'6 Patjelof 1 � a 2.5" SM -9.5A SURFACE COURSE 10" COMPACTED O,Oc� obo 0 0 �" O AGGREGATE BASE ©,, oG�o� �� oQ o0 � °G° COURSE, VDOT #21A ° 0 0 00 00 °or ri�aoo• ` � �ii�i����i` % COMPACTED SUBGRADE HEAVY DUTY PAVEMENT DRIVE AISLES & LOADING SPACE NO SCALE 2.5" SM -9.5A SURFACE COURSE I �O �b0 `�JO �O 0 0 0 0 «o 0 6" COMPACTED 0 o�,.� o 0 0 0 o�oo o° �oo��o� ! AGGREGATE BASE °Gp0"oo°oQ oo°G�0 oo° 0 oon� ooh COURSE, VDOT #21A \ \ \ /M \ j�� \ /f\ /�\� COMPACTED \���,�`Y /jM 1\ SUBGRADE LIGHT DUTY PAVEMENT PARKING SPACES NO SCALE 10' -0" 'mod _n "- 1' -0" (TYP) STEEL BOLLARD (INTERIOR) (TVD ) (SEE DETAIL THIS SHEET) 0 N N N 0 I 0 45' NOTE. BROOM FINISH 6 x6 I7z.1xW2.1 WELDED �2" W111E REINfaRCEMENT ` 7" CLASS A3 CONC. 7" 21A STONE -- COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Z 4 z 10' - 6" Q � 0 1 x6x6 7REA TE'D BOARDS BOLTED TO IRON FRAME STEEL BOLLARD I (T1P.) I (S) DETAIL THIS SHEET) O I N 2x2x3116 CANE BOOT ANGLE IRON FRAME DETAIL N DUMPSTER GA TE DETAIL N DUMPSTER AREA NOT TO SCALE NOTES) 1, THIS REIA MAY DE PRECAST OR CAST IN PLACE. 2, aL`�tOQRPSIE To Of N F CA5T IN PLACE. A CD F.^T R 3. CURB HAVING RAp US C� 5 F.m G LESS KALOM FAG£ GF CUR4I WIVE 9E P14D FOR AS RAOIAJ CL@i6. a. THE DEPTH OF fURB MAY BE REOUGEO AS MjCH AS 3" In` DEPTH) OR M- REASED Ai MUCH AS �I2GJR© W'k I[�I NITT4TTHEETOP TOFF A SC we 4F C 'AYf,DIENT SU0'TRW%fE, OTHERWISE THE C7EpTH i0 BE �0" AS SHOWN. R ffCf B6 1 O E M 0 MJ MEAT Wa 211E PACE 9 S i T ARE FOH A OE�AS£ OR AN YK2iEPSE IM DEPTH. CC -2 13 70 BE UEb ON fWV%AYS ALE €TUtO B` THE RECLfflEMENTS FOR CG•b AS �'WaN IN X'PEWX A Or THE YC�GT ROOD L`ESIGH M"AL, N THE 5ECTICH ON DS LMAIa STANDARDS, ACCEPTABLE ALTERNATIYE IF CURS IS EXTRUDED 139 599 STANDARD? 61" CURB WRGIT+JA DEPARTMENT OF TRAINSPORTATION Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR 4 Dr Surface It a Base b a Sub -base h a Dp DRIVE AISLE - Heavy Duty 1' -0" (TYP.) A - PAINTED BRICK ENCLOSURE TO MATCH 5 4 PROPOSED BUILDING (8" WID1H X 7' -O" HEIGHT) 2 1/2 2.25 A , a g . STEEL BOLLARD (EXTERIOR) 21A 4 ° (TYR) (SEE DETAIL THIS SHEET) 11.63 PARKING SPACES - Light Duty 249 0 249 DUMPSTER GATE (SEE 5 9.59 DETAIL THIS SHEET) DENOTES 8 C. Y. DUMPS TER R 11 -4 BM -25 0 L) -8'(H) I � I 21A LAYOUT -� 2 PER DUMPSTERWPAD)6' NOTE. BROOM FINISH 6 x6 I7z.1xW2.1 WELDED �2" W111E REINfaRCEMENT ` 7" CLASS A3 CONC. 7" 21A STONE -- COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Z 4 z 10' - 6" Q � 0 1 x6x6 7REA TE'D BOARDS BOLTED TO IRON FRAME STEEL BOLLARD I (T1P.) I (S) DETAIL THIS SHEET) O I N 2x2x3116 CANE BOOT ANGLE IRON FRAME DETAIL N DUMPSTER GA TE DETAIL N DUMPSTER AREA NOT TO SCALE NOTES) 1, THIS REIA MAY DE PRECAST OR CAST IN PLACE. 2, aL`�tOQRPSIE To Of N F CA5T IN PLACE. A CD F.^T R 3. CURB HAVING RAp US C� 5 F.m G LESS KALOM FAG£ GF CUR4I WIVE 9E P14D FOR AS RAOIAJ CL@i6. a. THE DEPTH OF fURB MAY BE REOUGEO AS MjCH AS 3" In` DEPTH) OR M- REASED Ai MUCH AS �I2GJR© W'k I[�I NITT4TTHEETOP TOFF A SC we 4F C 'AYf,DIENT SU0'TRW%fE, OTHERWISE THE C7EpTH i0 BE �0" AS SHOWN. R ffCf B6 1 O E M 0 MJ MEAT Wa 211E PACE 9 S i T ARE FOH A OE�AS£ OR AN YK2iEPSE IM DEPTH. CC -2 13 70 BE UEb ON fWV%AYS ALE €TUtO B` THE RECLfflEMENTS FOR CG•b AS �'WaN IN X'PEWX A Or THE YC�GT ROOD L`ESIGH M"AL, N THE 5ECTICH ON DS LMAIa STANDARDS, ACCEPTABLE ALTERNATIYE IF CURS IS EXTRUDED 139 599 STANDARD? 61" CURB WRGIT+JA DEPARTMENT OF TRAINSPORTATION Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface It a Base b a Sub -base h a Dp DRIVE AISLE - Heavy Duty 249 5 299 5 5 10.23 SM -9.5 2 1/2 2.25 BM -25 0 2.15 21A 10 0.6 11.63 PARKING SPACES - Light Duty 249 0 249 5 5 9.59 SM -9.5 2 1/2 2.25 BM -25 0 2.15 21A 8 0.6 10.43 TRIP CEWERA TION SCALE. 1" = 40' Q, 0 COQ AZ� R. A'a r 7 'l LIGHT -D ON PAVEMENT (TYP.) TRIP GENERA TION BASED ON I TE TRIP GENERATION MANUAL, 8TH EDITION PROPOSED 3, OOOsf WAREHOUSE PORTION OF THE BUILDING (I TE LUC 150, WAREHOURSING): ADT (WEEKDAY)= 3.89 TRIPS /DAY PER EMPLOYEE x 7 EMPLOYEES = 27 ADT (14 ENTER & 13 EXIT) AM PEAK HOUR (WEEKDAY)= 0.51 PEAK AM HOUR PER EMPLOYEE x 7 EMPLOYEES = 4 VPH (3 ENTER, 1 EXIT) PM PEAK HOUR (WEEKDAY)= 0.49 PEAK PM HOUR PER EMPLOYEE x 7 EMPLOYEES = 3 VPH (1 ENTER, 2 EXIT) PROPOSED 5, OOOsf SHOWROOM PORTION OF THE BUILDING (I TE LUC 814, SPECIALITY RETAIL CENTER): ADT (WEEKDAY)= 44.32 VEHICLES /DAY PER 1, OOOsf x 5, OOOsf = 222 ADT (111 ENTER 8c` 111 EXIT) AM PEAK HOUR (WEEKDAY)= 6.84 PEAK AM HOUR PER 1, 000sf x 5, 000sf = 34 VPH (16 ENTER, 18 EXI T) PM PEAK HOUR (WEEKDAY)= 2.71 PEAK AM HOUR PER 1, ODOsf x 5, OOOsf = 14 VPH (6 ENTER, 8 EXIT) CG -2 �?PrTh,'ts. BASE A 1. i SUBBASE ;5.1 XVDUT RCA) MAO BRIDGE STAPB)AROS REVfSICNa DATE I SHEET t CF F CG -b NQTE$: 1. THIS ITEM MAY BE PRECAST OR CAST W PLACE. 2. 9000P3EIF PRCAST55 Ai IF CAST N PLACE. 3. CojiIIHARON CORB L CUTTER 144'00C A RAMS) 0 FEET OR LESS (AL FACE OF CURB) SH SD fNNC 5ItALi BE PAYT FtXt AS RACAL C011304ATWN GtlR@ 5 GUTTER, 4. FOR USE WITH ST M17 OPEN•GRADED UftiiNAGi LAYER, TIff. BOTTOM OF THE CURB & CUTTER a-tul C016 -1 CTEQ PARALLEL TO THE SLOPE tlF 30DDASE Cf}UR5E4 AW 7O THE OEP flI OF THE PAVE4L NT. E CRITERIA FOR T 5. A.LOWABL CRI E THE USE IO CO-* AND O BASED Oka ROADWAY CLASSIFICATION ANO R THE ROAD OESICN M�.tlUJ N t�E SECTION 4FI GS S AT'I tN+4ARft . p THIS TT THE OPTION OF CONCRETE TRACTOR EI�NCE COMBINATION 6" CURB AND GUTTER 109 502 VIRGINIA UEPARTM£NT OF TRAtSPORTATIONI THE BOTTOM OF THE CURB AND CUTTER MAY at COMSTRUCYED PAIRALL.LI. TO THE SLOPE O SUBBASE COURSES PROVIDED A nauuDI DEPTH OF 7" It MADNTAiNEa. '\VEXJT ROM AND BRUCE STANDARDS REV'ISKNi DATE I SD£E.T f OF I 2BLD3 NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC. -\ 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE CC -12 GENERAL NOTES: -• ¢' 1. THE CETECTABLE WARMNG SHALL BE PROVICED BY TRUNCATED OCIVE5. ♦ 'A' 2 WTHCSLIPLRESISTAANT INTEGRAL LSITRFACE =,CRINC THE AFULL WIDTH OF THE MAA RA+P FLQQR BY Z FQOT IN LENGTH IN THE DI+ +ECTION QF PEL'EVNIAN ..- -•iG't TRAVEL: OTHER TfPE5 OF MATERIAL WITH THE TRUNCATED DOME$ DETECTABLE TYPE A WARNUJG MAY HE USED '111TH THE APPROVAL Of THE ENGINEER. PERPENDICULAR A t CLI'THICALLY WITH RAMP 3. FLOOR SIDES OF CDRU RAMP MAY N FCU EU MON FLOOR CR BY U51AIG PERMLi$IBLE CCN$TR4NCTICP4 JOINT WITH REQUIRED BARS, ^ MIT E" i V E FOR EL BARS SD A. IF RAMP LOCK IS ARECAi7. HOL a MUS BE FRO b 0 DOWEL FLOOR THAT A➢SGNING FLARED SIDES CAN fl£ CAST IN ?LACE J+FTER PLACEMENT CF ` • 9 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. rs t2 O. RESUIREO DAR5 ARE TO DE NU.5 A 9" PLAtiE3 1'CENTER TO CENTEN ALAN9 121f MAX BOTH SIDES OF THE RAMP FLOOR, MD-VEPTH OF HAmP FLOOR, MIN&HJU CONCRETE COVER 1V2'. 5, CCU A CIAiB AND GOTTEN $LOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE I' L E IN PAY' E T FOR 1' �R AM CUTTER hC Jf} D M N O GL5R6 CURB PARALLEL THE PL '- OR LRE iE 7. SURE E ENGINEER, ARE TT HE LOCATED AS SHOWN 911 AhV A5 4 f. 9 OY THE ENGLEER. THEY THIN T4 L'.R Pfi OF I AT IN A,. HIGHWAY TNTNS NCILITY iR WITHIN T RIGHT Af 'OF, A. HIGHWAY FACILITY Al ACCESSIBLE ROUTE THI HE C OF N OROSSES A CURB REGARCLST BOF WHETHER SIDEWL IS RIA4 N4.PROP05ED. OR NONEXISTENT. THEY DAATC BE LOCATED WIE E WEER. AND, CRO 1,15 NOT - t AS LOCATED CnY PLANS OR A. STOP CIRECTEO BY THE ENGINEER. PQL SHOVED 117. T 17:I MAX Wf LOCATED t3P INL VEHICLE STOP ACCESSIBLE EXISTING PROVIDE DNJLES. FIRE - s+- � UNOBSTRUCTED, O DROP INLETS. ETC. ACCESSIBLE ROUTES PATH TOE NI CONTINUOUS �. Not ACCESSIBLE L ELEMENTS STABLE. FFdA, AHO SLIP RESISTANT PATH CACHED, EN ALL ACCEUSED ELEMENITS CF A FACILITY THAT CAN BE APPROACHED. ENTERED ~ AND D5E6 BY fEOESr0iAN9. A .--- ^•""""" � ---- AT X . 2" HIGHER THVAN B. RAMPS MAY BE PLACED 411 RACAL Cft TATYGENTNV. SECTION. FYtO' /ICED THAT -'('° EDGE OF PAVEMENT THE CURB OPEMNC IS PLACED INITHW THE LIMITS OF THE CIRpSS'NALiC .aAA r AT :KM SAME AS TOP CF GURU THAT THE SLOPE AT THE CZ!4ECTON OF THE CURB CWENIh3 IS PERPENGCU -RIO TO THE CVITD. 'I. TYFICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RADIIGAMOT TYPE C TRAFFIC. REFER THE TO STANDARD CCNIN!ERCI, +LtENT�RANCE IHEAVYTRUCK PARALLEL Bt PE:Rf�ENOICULAR TRUCK TRAFFIC) FOR CU CRETE DEPTH. 10, WHEN (XRB RAMPS ARE ySED IN CQNJl NCTIQN WITH A ,SHARED V5E PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1L. WHEN {NNLY ONE CURB RAMP IS PROVIDED F:3R TWO CR1Y55RW5 ROIAGWRAL). A a 4 4'LA UNG AREA SHALL BE PROVIDED TO VMEUYER A WHEELCHAIR INTO THE CROSSWALK WITHOUT CGIM INTO THE TRAVELIYA'Y. THIS 4'. 4' LAIA)IM AREA MAT INCLUDE TOTE GUTTER PAN. TRUNCATED DOME s 12. ALL CASES WHERE CURB RAMPS INTERSECT A RACIAL SECTION GF +A,_i 4„ C_C s C!.t28 AT ENTRAAKES CR rTREEr COf•lNE CT10N5 THE OETECT}F3LE -� WARNING SURFACE SHALL HAVE A FACTORY RAUIUS OR BE FIELD q q y 4 0 r LIUUIFIEI) .Ci RECOMMENCED BY THE MANUFACTURER TO MATCH � _ THE BACK OF CURB, 660 0 o00acAO u - 0 0 0 0 0 0 0 O O 0 O O 4 �i LANONC RAW v 00 G 000U 00000GOU I 0 040 0 OOUOGOQGGU x;, �'j'/J n oabaooao00aaaaD a a a O 0 0 G, a o 0 0 a a C, 0 "'\ .,_4 •t_..- 901 -551 CF BASE DIAMETER Q a G 0 0 0 0 0 0 0 0 a 0 0 0 IFIR �QETECT,16LE MARMNG AT SACK OF CURB .� VA)RLABLE FULL WIDTH of RAMP FLOOR .. SEE MUTE f2, ••� BATE DIAk TE F' PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETEC- TABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XvCCIT SPEECF iFRICEANTtIE GM ROM AND BRUCE STANDARDS CG -I2 DETECTABLE WARNING SURFACE '$HEFT 1 CF a REVISION DATE (GENERAL NOTES):05 •]n. Yf+'; 7/11 'AROMA DEPARTMENT OF TRAN$PQRTATION »aZ rail Post Max 8 FT O.C.- 'HANDRAWFENCE POST` DETAIL. (Not to Sale;. NOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS =orm PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE: IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY, ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WI THIN THE RIGHT OF WA Y. ONL Y THOSE STRUCTURES SPECIFICALL Y AUTHORIZED BY PERMI T ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTA TION MA Y BE LOCH TED WI THIN THE STREETS RIGHT OF WA Y. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, lT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAIN_A G_E 1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE .PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 MAY NOT ACCURATELY REFLECT THE RANSPORTATION (VDOT). . THIS PLAN AS DRAWN M ATE Y REF REQUIREMENTS OF E Q HE REQUIREMENTS O E PERMIT SHALL GOVERN. THE PERMIT. WHERE ANY DISCREPANCIES OCCUR T Q F TH AND CONSTRUCTION METHODS SHALL CONFORM TO DRAINAGE RELATED MATERIALS 2. ALL PAVING, RA CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. 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. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR =S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, Z UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). O SCOTT R. COLLINSZ IU Lic. No. 035791 A� ZONAL Ear z O J a tn �� z o V) ® z a o VI) H Uj r� W ce d- LU E i ago r O 00 1 Ul Z J J 0 U CA cyi M C) N M lit C3) N LIJ .J LLJ F_ 0 Q U LU F_ D F- W w 0 F_ _ l F LJ /© N )fiz st (4 LIJ 0 a H Q C: C3 0 H_ L o C z a� N z Li.l z =z ° w a Z _j _j C J . o i CJ LLJo ° o ( , o 0 U Cn Cn �0 LU ° C U Q) c U �O CI LjLj 3 Q F_ x 0) Q) X 0 0 C tU C3 H E� ° LL.. U ° z ,_ W ° w� 2 N Uj CD z w U L V _J 0 J C O O U U � O O III Q) o D_ Uj o; 0 L C CL Q N .a U V) 7 � U O X 'N tU U C LU o 0 V) O U 1- -0 LU LU E _ 0- a -0- O JOB NO. C 132094 0 V) V) > SCALE ° AS SHOWN C> a > SHEET NO. a o 6 ID a _C H- 3 U C i N O i O 3 v��� CvL,- O o V — e.• a o• �� 1' -6" 1' -6" 51-011 CLEAR ANODIZED ALUM. COPING W/ 8" EXPOSURE CONT. 2X4 BLOCKING — 1/2" EXT. 5HEATHING R -30 FIBERGLASS BATT INSUL. W/ CONT. VAPOR BARRIER — ROOD TRUSSES (9) 2' -0" O.G. — SIMPSON A55 ANCHOR EACH TRU55 2X8 WHITE OAK TRELLIS JD 15T @ 2' -0" O.G. ---� 2X8 WHITE OAK LEDGER 501 -TED TO BRICK VENEER W/ 3/5" EXPANSION BOLTS @ 12" O.G. (4) 2X8 WHITE OAK BEAM PAINTED STEEL SADDLE PREFIN. MTL. GAP FLASHING TO MATCH WOOD STAIN COLOR MTL. FLASHING (TYP. @ ALL MASONRY OPENIN65) WEEP HOLES ® 16" O.G. STEEL ANGLE LINTEL 4" STEEL TUBE COLUMN W/ 5 /4X WHITE OAK WRAP STAINED A/ EXT. WEATHER RESISTANT PENETRATING WOOD FINISH (BEHR 5EM1- TRANSPARENT WEATHERPROOFING WOOF STAIN OR EQUIVALENT) / INSUL. GLASS STOREFRONT WINDOW UNIT A/ CLEAR ANODIZED FINISH PAINTED BRICK SILL MASONRY TIES @ 16" O.G. HORIZ. 4 VERT. 4" PAINTED BRICK VENEER A/ AIRSPACE BITUMINOUS WATERPROOFING ON 1/2" EXT. 5HEATHING CONT. MTL. THRU HALL FLA5HIN5 WEEP HOLES Q 16" O.G. GOMPRE55ABLE FILLER 4" GONG. 51DEAALK ON 4" MIN. &RAVEL BASE - SLOPE 1/8 " /1' -0" AAAY FROM BLDG. 4" DIA. PERFORATED DRAIN ENCASED IN #57 CRU5HED STONE WRAPPED IN FILTER FABRIC. DRAIN TO SUITABLE OUTLET (4) #4 EACH WAY kNALL SECT 10N Em PAP 0 196. e o. q" 1' -0" q" 2' -6" FULLY ADHERED EPDM ROOFING - RUN UP INSIDE FACE OF PARAPET TO UNDER GOPINS �— 3/4" PLYAO�>D ROOF SI j ATHING \ 5/6" INT. GAB GEILINS DOUBLE TOP PLATE 2X6 5TUD5 a 16" O.G. 5/8" INT. GAB R -iq FIBERGLASS BATT INSUL. A/ CONT. VAPOR BARRIER LINTEL - SEE FRAMING PLAN GONT. 2" X 2' -0" PERIMETER INSUL. (TYP.) 4" GONG. SLAB ON 4" MIN. GRAVEL BASE SEE SCHEDULE FOR FLOOR FINISH �o 0 o� - 12" GMU FOUNDATION -CAST IN PLACE GONG. FOOTING (3) #5 CONT, d O K dJ A Z_ K 5/4" = I' -O' �t N i ttl O z (�V 4 Ili m (V � O i N e (V F- N tu Q w V 4 IL O N N z N Q III (V N �1 0 FULLY ADHERED EPDM RODPJi r- - RIJN UP INS1 FACE OF PARAPET TO UNDER GOPINS 3/4" PLYWOOD ROOF SHEATHING 5/8" INT. GAB CEILING DOUBLE TOP PLATE -/ 2X6 STUDS ® 16" O.G. 5/8" INT. GAB R -Iq FI5ER&LA55 BATT INSUL. A/ CONT. VAPOR BARRIER RUN Z CHANNELS CONT. FROM FLOOR TO CEILING PROVIDE WOOD BLOGKIN6 2' -0" O.G. VERT @ WOOD STUDS TREATED BOTTOM PLATE W/ 1/2" 6ALV. HEADED ANCHOR BOLTS ® 24" O.G. (12" EMBED) m e.. �------- o.' 3' -6" CLEAR ANODIZED ALUM. GOPIN6 A/ 8" EXPOSURE 2X4 WOOD STUDS (9 2' -0" O.G. A/ 2X4 WOOD KICKERS ® 2' -0" D.G. I /2" EXT. SHEATHING PREFIN. MTL. LEADER BOX Q MTL. SCUPPER BEYOND (SEE ROOF PLAN FOR LOGATI ON5) R -30 FIBERSLA55 BATT INSUL. W/ GOVT, VAPOR BARRIER WOOD TRU55ES ® 2' -0" D.G. SIMPSON A35 ANCHOR EACH TRU55 MASONRY TIES (9 16" O.G. HORIZ. $ VERT. 4" BRICK VENEER A/ AIRSPACE BITUMINOUS AATERPROOFING 4" PREFIN. MTL. DOWNSPOUT CAST IRON DOWNSPOUT BOOT (TYP.) WEEP HOLES ® 16" O.G. GONT. THRU WALL FLASHING BOND BEAM TOP COURSE W/ (1) #4 CONT. GRADE VARIES BITUMINOUS WATERPROOFING #5 FULL HE16HT VERTICALS o0 (p 16" O.G. �tu ED BOARD UP TO 6" MAX. BELOW 518" INT. SWB ON 2" ' �.I MTL. Z CHANNELS 9 BACKFILL } :':)3 2' -O" O.G. BETWEEN 2" X O x RI61D INSUL. (TYP. x io � n GMU) _ tu IO / OUTLET ?ud (4) #5 HORIZ. CONT. (LAP 2' -4 "9 O O #5 X 3' -0" g) 16" O.G. tu I— 0 O T- v CONT. 2" X 2' -0" PERIMETER INSUL. (TYP.) % ltl 4" GONG. SLAB ON 4" > MIN. GRAVEL BASE 0 I— f UA SEE SCHEDULE FOR IN �d FLOOR FINISH O O o`0 m e.. �------- o.' 3' -6" CLEAR ANODIZED ALUM. GOPIN6 A/ 8" EXPOSURE 2X4 WOOD STUDS (9 2' -0" O.G. A/ 2X4 WOOD KICKERS ® 2' -0" D.G. I /2" EXT. SHEATHING PREFIN. MTL. LEADER BOX Q MTL. SCUPPER BEYOND (SEE ROOF PLAN FOR LOGATI ON5) R -30 FIBERSLA55 BATT INSUL. W/ GOVT, VAPOR BARRIER WOOD TRU55ES ® 2' -0" D.G. SIMPSON A35 ANCHOR EACH TRU55 MASONRY TIES (9 16" O.G. HORIZ. $ VERT. 4" BRICK VENEER A/ AIRSPACE BITUMINOUS AATERPROOFING 4" PREFIN. MTL. DOWNSPOUT CAST IRON DOWNSPOUT BOOT (TYP.) WEEP HOLES ® 16" O.G. GONT. THRU WALL FLASHING BOND BEAM TOP COURSE W/ (1) #4 CONT. GRADE VARIES V�ALL SECTION (SEE SECTION I/A402 FOR CONDITION WHERE EXTERIOR GRADE I5 MORE THAN 6' -0" A.F.F.) 5/4" = 1' -0" U1 C, 0, 41 Fii+ U 'jk,rv?C VX �� BITUMINOUS WATERPROOFING #5 FULL HE16HT VERTICALS __ ._.._. (p 16" O.G. CONT. MEMBRANE PROTECTION BOARD UP TO 6" MAX. BELOW FINISHED GRADE ' COMPACTED #57 STONE / BACKFILL oJ2 / 1 4" DIA. PERFORATED DRAIN tll z ENCASED IN #57 CRUSHED STONE WRAPPED IN FILTER / FABRIG. DRAIN TO SUITABLE / OUTLET (4) #5 HORIZ. CONT. (LAP 2' -4 "9 #5 X 3' -0" g) 16" O.G. 0 #5 DOWELS @ 8" O.G. IN GROUTED GORES V�ALL SECTION (SEE SECTION I/A402 FOR CONDITION WHERE EXTERIOR GRADE I5 MORE THAN 6' -0" A.F.F.) 5/4" = 1' -0" U1 C, 0, 41 Fii+ U 'jk,rv?C VX �� A.4.01 0 p 4 m 0 C�. w tll z a l v 0 �. L. 0 E '�J I � r ;? 0 tu O z V 7 IL Il 4 L. ;I I!! 111 �I 0' 0 d A.4.01 0 p 4 m 0 r w tll z a 0 v 0 0 ;? 0 tu O z V 7 IL Il 4 p 0' 0 d - A.4.01 0 4 m 0 r w tll z a 0 v A.4.01 Jt 0 i 0 L{1 m 125' -0" I 651 -0" 60' -011 I _ 30' -O" 51/2" 4' -8 1/2" 1'� —q 11//j2" pl�_111111 1 VI O FLOOR PLAN • 3' -O" • �3� TG 3' -0" 3' -O" �� f $8'_011 • .t 3' -011 • s • i r 211 31_011 211 11_611 211 211 211 211 5F/PER. PER IONS 101 SHOWROOM 4665 SF 50 156 102 CORRIDOR N 5 � _ - O 105 TOILET 45 SF O O Oi TOILET TOIL O N 105 STOCK ROOM 24016 5F 500 01 106 OFFICE 100 SF 50 4 TG TG t!i TOTAL OCCUPANCY 1601 I � � 1 7 7 _0 F O W 0 0 ul cV 5 IL CORRIDOR N CASED k z � ..d uj • EMU Z Z /Or mmom Y � � W '�' ! C \W Q 0 N 7 - mmmom mmmm 0 4 m — NOTE: TYPE 4 WALL n TO BE USED WHERE Q .� EXTERIOR GRADE IS m - 0 ABOVE 6'-0" A.F.F. O (SRADINOEE FOR FINAL z STOCK ROOM a w d) I 10' -0" n�n 0 o w I N O 8 3 q NOTE: TYPE 5 WALL COMPOSITION VARIES FROM ABOVE GRADE m TO BELOW GRADE rl ----------------- - - - - -- 13 ------ - - - - -- 13 ----------------- - - - - -- CONDITION (REFER TO v- CIVIL DRAWINGS FOR - 0 _ FINAL GRADES AND O it WALL TYPES, WALL �o 3 T SECTIONS FOR ADDL. - r SHOWROOM INFORMATION) - O Q----------------------- ------------ A----------------- - - - ----- - - - - -- ---------------------- - -- - p----------------------- -a--------- - - -11- ------------ A-------- - - - - -- -- - - - - -� I I 121 -6" �' -0" 12' -611 }1_011 12' -6" '7' -011 12' -6" -7 I2' -6" I H554 X 4 X I/4 COLUMN ON t>;1 � � X I' -0" FOOTING W/ (4) #4 EACH WAY - TYi°. PERGOLA ; � 1 Q n I O (:0;-- Q � � I I � I NOTE: ALL EXTERIOR MECHANICAL EQUIPMENT d SHALL BE LOCATED BEHIND THE BUILDING OR ON THE ROOF IN A LOCATION TWAT CANNOT I tV BE SEEN FROM ROUTE 29. PER COUNTY ARB I - GUIDELINES 11V151BILIT`r OF ALL MECHANICAL _ I D EQUIPMENT FROM THE ENTRANCE CORRIDOR Nz _ SHALL BE ELIMINATED." = I_O11 41_ 11 51_011 21_ II 3 0 I I I_ II N I � 6 _ I — I I I i ri I O ' 1I I I I I — I I 0 — I I I I 6 O ' 2_� I I I I c — --------- - - - - -- FLOOR PLAN • 3' -O" • �3� TG 3' -0" 3' -O" �� f $8'_011 • .t 3' -011 • s • i r 211 31_011 211 11_611 211 2" 1_Qu 2' -011 21_0" 21_011 211 211 211 5F/PER. PER IONS 101 SHOWROOM 4665 SF 50 156 102 CORRIDOR N O O 105 TOILET 45 SF O O 104 TOILET d- O O 105 STOCK ROOM 24016 5F 500 01 106 OFFICE 100 SF 50 4 TG TG t!i TOTAL OCCUPANCY 1601 I � � 1 . _0 F W 0 2" 1_Qu 2' -011 21_0" 21_011 211 211 211 5F/PER. PER IONS 101 SHOWROOM 4665 SF 50 156 102 CORRIDOR N O O 105 TOILET 45 SF O O 104 TOILET d- O O 105 STOCK ROOM N AREA 4 OGGUFANGY GALGS. NO. NAME NET AREA 5F/PER. PER IONS 101 SHOWROOM 4665 SF 50 156 102 CORRIDOR 147 5F O O 105 TOILET 45 SF O O 104 TOILET 45 SF O O 105 STOCK ROOM 24016 5F 500 01 106 OFFICE 100 SF 50 4 Z U t!i TOTAL OCCUPANCY 1601 NALL TYPE -5 NOTE5e Q REFER TO WALL 5EGTION5 FOR FURTHER INFORMATION. 2.) SEE FINISH 5GHEDULE FOR WALL FINISHES. ABOVE GRADE O BELOW GRADE O 4" BRICK VENEER AIR SPACE CONT. WATERPROOFING BARRIER 1/2" EXT. PLYWOOD SHEATHING 2X6 WOOD STUD5 ® 16" O.G. MAX. FIOER6LA55 BATT INSUL. W/ CONT. VAPOR BARRIER 5 /b" INT. GWB 2" RIGID INSULATION W/ MTL. Z CHANNELS ® 2' -0" O.G. 12" GMU (5EE WALL SECTIONS FOR EXTERIOR TREATMENT) 5/6" INT. GYM 4" BRICK VENEER RUN Z FURRING FROM FLOOR TO CEILING AIR SPACE GONT. WATERPROOFING BARRIER 1/2" EXT. PLYWOOD SHEATHING 2X6 WOOD STUDS ® 16" O.G. MAX. FIBERGLASS BATT INSUL. W/ CONT. VAPOR BARRIER 5 /95" INT. &YqB 2" RIGID INSULATION W/ MTL. Z 0HANNEL5 ® 2' -0" O.G. 12" GMU (SEE WALL SECTIONS FOR EXTERIOR TREATMENT) 2" RIGID INSULATION W/ MTL. Z CHANNELS ® 2' -0" O.G. 8" GMU (SEE WALL SECTIONS FOR BELOW GRADE CONDITION) 5 /6" INT. GYM GONT. WATERPROOFING BARRIER 4" BRICK VENEER FIBER CEMENT HORIZONTAL LAP SIDING GONT. WATERPROOFING BARRIER 1/2" EXT. PLYWOOD 5HEATHING 2X6 WOOD 5TUD5 ® 16" O.G. MAX. FIBERGLA55 BATT INSUL. W GONT. VAPOR BARRIER 5 /5" INT. GWB 2" NOM. NATURAL STONE VENEER BOTH SIDES GONT. WATERPROOFING BARRIER 142" EXT. PLYWOOD SHEATHING BOTH 51DES 2X6 WOOD STUDS ® 16" O.G. MAX. FIBERGLASS BATT INSUL. W/ GONT. VAPOR BARRIER I� 2X4 WOOD STUDS ® 16" O.G. MIN. 5/6" INT. GWB EACH 51DE I 2X6 WOOD STUDS ® 16" O.G. MIN. 5/6" INT. GWB EACH SIDE I 2X6 WOOD STUDS ® 16" O.G. MIN. 516" INT. GAB 4' -611 -i 211 21_011 21_011 211 2" 211 I MIA 1 V_ M N N V) O 01 w N z H v L7 W haw W f / uj O � C A J J 00 � Z U t!i 0 I � � 1 . _0 F W 0 0 ul IL Z Idfi k z � ..d uj • EMU Z Z /Or mmom Y � � W '�' ! C \W 0 N mmmom mmmm NALL TYPE -5 NOTE5e Q REFER TO WALL 5EGTION5 FOR FURTHER INFORMATION. 2.) SEE FINISH 5GHEDULE FOR WALL FINISHES. ABOVE GRADE O BELOW GRADE O 4" BRICK VENEER AIR SPACE CONT. WATERPROOFING BARRIER 1/2" EXT. PLYWOOD SHEATHING 2X6 WOOD STUD5 ® 16" O.G. MAX. FIOER6LA55 BATT INSUL. W/ CONT. VAPOR BARRIER 5 /b" INT. GWB 2" RIGID INSULATION W/ MTL. Z CHANNELS ® 2' -0" O.G. 12" GMU (5EE WALL SECTIONS FOR EXTERIOR TREATMENT) 5/6" INT. GYM 4" BRICK VENEER RUN Z FURRING FROM FLOOR TO CEILING AIR SPACE GONT. WATERPROOFING BARRIER 1/2" EXT. PLYWOOD SHEATHING 2X6 WOOD STUDS ® 16" O.G. MAX. FIBERGLASS BATT INSUL. W/ CONT. VAPOR BARRIER 5 /95" INT. &YqB 2" RIGID INSULATION W/ MTL. Z 0HANNEL5 ® 2' -0" O.G. 12" GMU (SEE WALL SECTIONS FOR EXTERIOR TREATMENT) 2" RIGID INSULATION W/ MTL. Z CHANNELS ® 2' -0" O.G. 8" GMU (SEE WALL SECTIONS FOR BELOW GRADE CONDITION) 5 /6" INT. GYM GONT. WATERPROOFING BARRIER 4" BRICK VENEER FIBER CEMENT HORIZONTAL LAP SIDING GONT. WATERPROOFING BARRIER 1/2" EXT. PLYWOOD 5HEATHING 2X6 WOOD 5TUD5 ® 16" O.G. MAX. FIBERGLA55 BATT INSUL. W GONT. VAPOR BARRIER 5 /5" INT. GWB 2" NOM. NATURAL STONE VENEER BOTH SIDES GONT. WATERPROOFING BARRIER 142" EXT. PLYWOOD SHEATHING BOTH 51DES 2X6 WOOD STUDS ® 16" O.G. MAX. FIBERGLASS BATT INSUL. W/ GONT. VAPOR BARRIER I� 2X4 WOOD STUDS ® 16" O.G. MIN. 5/6" INT. GWB EACH 51DE I 2X6 WOOD STUDS ® 16" O.G. MIN. 5/6" INT. GWB EACH SIDE I 2X6 WOOD STUDS ® 16" O.G. MIN. 516" INT. GAB 4' -611 -i 211 21_011 21_011 211 2" N D -I D -2 D -3 D -4 D -5 D -6 W -I W -2 WOOD WOOD /GLASS WOOD /GLASS METAL METAL CLEAR ANODIZED ALUM. CLEAR ANODIZED ALUM. CLEAR ANODIZED ALUM. STOREFRONT STOREFRONT STOREFRONT NOTES: I. PROVIDE 7RAN51TION THRESHOLD (D ALL OPN65 WHERE D1551MILAR FLOOR FINISHES MEET 2. ALL EXTERIOR DOORS TO BE INSULATED, W/ INSULATED GLASS (IF APPLICABLE) 5. ALL EXTERIOR EGRESS DOORS TO BE EQUIPPED WITH PANIC, HARDWARE 4. PER COUNTY ARB GU 1 DEL I NE5 V 151 BLE L 1 GHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40% AND VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30% ON ALL WINDOW t DOOR GLASS ON THE BUILDING EXTERIOR. 211-, 3' -0" ,�2" N Tc TG r W -3 CLEAR ANODIZED ALUM. STOREFRONT 1 V_ M N N V) O 01 w N z H v L7 W N D -I D -2 D -3 D -4 D -5 D -6 W -I W -2 WOOD WOOD /GLASS WOOD /GLASS METAL METAL CLEAR ANODIZED ALUM. CLEAR ANODIZED ALUM. CLEAR ANODIZED ALUM. STOREFRONT STOREFRONT STOREFRONT NOTES: I. PROVIDE 7RAN51TION THRESHOLD (D ALL OPN65 WHERE D1551MILAR FLOOR FINISHES MEET 2. ALL EXTERIOR DOORS TO BE INSULATED, W/ INSULATED GLASS (IF APPLICABLE) 5. ALL EXTERIOR EGRESS DOORS TO BE EQUIPPED WITH PANIC, HARDWARE 4. PER COUNTY ARB GU 1 DEL I NE5 V 151 BLE L 1 GHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40% AND VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30% ON ALL WINDOW t DOOR GLASS ON THE BUILDING EXTERIOR. 211-, 3' -0" ,�2" N Tc TG r W -3 CLEAR ANODIZED ALUM. STOREFRONT a w 1 V_ M N V) O 01 w N z H v L7 W haw W f / uj O � C A J J 00 � Z U t!i 0 a � a w A.1.02 1 V_ Z N w N , W f / uj W J J Z U t!i 0 � J _0 F W 0 0 ul IL Z Idfi k z � ..d uj Z Z W Y � � W '�' ! C \W 0 N A.1.02 m _0 F w � W Y � � C n 0 Q m 0 O z a w n�n 0 o w 0 O A.1.02 e STONE V1+ fr3 C� STAINED WOOD TRELLIS ACME SIGN - EXTERNALLY LIT METAL PARAPET GAP ?" 'r, `U� METAL CANOPY _ — PAINTED BRICK __ _ u`) f r W)' PAINTED FIBER CEMENT LAP SIDING _ =Z1 GRADE VARIES C? �7 OVERHEAD DOOR - - -_ -_ GRADE VARIES H ray METAL DOOR - - " - pw STAINED WOOD COLUMN NOTE: PER COUNTY ARB GUIDELINES VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 4091 AND VISIBLE LIGHT REFLECTANCE (VLR) 5HALL NOT EXCEED 50%, ON ALL INSULATED GLA55 WINDOW UNIT WINDOW # DOOR 6LA55 ON THE BUILDING EXTERIOR. STONE - - ACME SIGN - EXTERNALLY LIT w - -_ - METAL PARAPET GAP STAINED WOOD TRELLIS _ - - _ - = - - 1. 8 HIGH, I THICK, I OFFSET 0) z C4 "- - - "- RAISED METAL LETTERS N CLEAR ANODIZED ALUMINUM w PAINTED BRICK STAINED WOOD COLUMN = : :" _ ' STAINED WOOD TRIM W GRADE VARIE5 z � � � FRONT ELEVATION 2 I/8" = I -011 z 0 0 NOTE: ALL EXTERIOR MECHANICAL EQUIPMENT SHALL BE LOCATED BEHIND THE BUILDING OR ON THE ROOF IN A LOCATION THAT CANNOT BE SEEN FROM ROUTE 2ci, PER COUNTY ARB ° GUIDELINES "VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED." p fl fl PAINTED FIBER CEMENT LAP SIDING PAINTED GMU 1 1 I z 0 1 U1 1 L ---------------------------------------------------------------------------------------------------------------------- - �? z Ci � G izEAiz ELEV,�TIO1�1 � z � � 11 = 1- �, I/8 I o z a �t STONE _ cv m - - ACME SIGN METAL PARAPET GAP Q _- -- "_ - - ----- - - - - -- O -- PAINTED BRICK z GRADE VARIES ---------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------ Q w 4 51=>F- ELEVATION 1. _1 11 i/8 - I -o A201