Loading...
HomeMy WebLinkAboutARB201900123 Plan - Submittal (First) 2019-11-04GENERAL NOTES OWNER: CURRELL CORPORATION 35 OLD FARM ROAD CHARLOTTESVILLE, VA 22902 2415 DEVELOPER: HUNTER E CRAIG COMPANY 1900 ARLINGTON BOULEVARD CHARLOTTESVILLE, VA 22903 (434) 974-4500 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434) 293-3719 TAX MAP NO.: 06000-00-00-025AO COB17/568 TOTAL PROJECT AREA: 3.89 ACRES TOTAL NOTE: A BLA IS BEING PROPOSED WITH THIS SITE PLAN TO RELOCATE THE PROPERTY LINE THAT CURRENTLY PASSES THROUGH ONE OF THE EXISTING BUILDINGS. THE NEW PROPERTY LINE WILL BE LOCATED JUST TO THE WEST OF THE BELL -AIR MARKET BUILDING, AS SHOWN ON THIS PLAN. THE PROPOSED BLA WILL ADD AN ADDITIONAL 0.91 ACRES FROM TMP 60-25B TO THE PROPERTY (TMP 60-25A), WHEN COMPLETE. NO IMPROVEMENTS ARE PROPOSED WITHIN THIS 0.91 ACRES. THE PROPERTY LINE ADJUSTMENT (AS REQUESTED BY STAFF) IS THE ONLY MODIFICATION ASSOCIATED WITH THIS AREA. NEW TOTAL PROJECT AREA (AFTER BLA): 4.80 ACRES ZONING: C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA), ENTRANCE CORRIDOR (ARB), AND STEEP SLOPES OVERLAY DISTRICTS AS DESCRIBED IN SECTION 30 OF THE ZONING ORDINANCE.. THIS PARCEL IS ALSO SUBJECT TO THE ACTION OF A SPECIAL USE PERMIT GRANTED IN 2004 WITH SP2004-00021 FOR A BALLET SCHOOL. TOPO & SURVEY: SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES IN AUGUST 2019. TOPOGRAPHY IS FIELD SURVEY PERFORMED BY ROGER W. RAY & ASSOCIATES. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER, 2019. DATUM: NAD83, NAVD 88 EXISTING CONDITIONS: RELATIVELY FLAT DEVELOPED SITE WITH (2) EXISTING COMMERCIAL BUILDING, PARKING, AND OUTSIDE GRAVEL STORAGE AREA. THE COMMERCIAL BUILDING PROPOSED TO BE RENOVATED FOR A CHANGE IN USE IS 28,960 SF AND THE EXISTING COMMERCIAL BUILDING THAT SHALL REMAIN (WITH NO IMPROVEMENTS OF CHANGES TO THE CURRENT USE) IS 17,425 SF, PROPOSED: THE EXISTING COMMERCIAL RETAIL BUILDING WILL BE RENOVATED FOR THE FOLLOWING 'USES: 2,500 SF RESTAURANT 2,000 SF COMMERCIAL GROCERY STORE 21,180 SF COMMERCIAL OFFICE 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION TOTAL SQUARE FOOTAGE: 28,960 SF EXISTING BUILDING TO REMAIN WITH CURRENT USES: 2,465 SF MEDICAL OFFICE 6,800 SF BALLET SCHOOL 8,160 SF COMMERCIAL OFFICE TOTAL SQUARE FOOTAGE: 17,425 SF WATER SUPPLY PROTECTION AREA: N/A WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN ALLOWABLE DENSITY: N/A PROPOSED DENSITY: N/A GREENWAY DEDICATION: N/A - EXISTING PAVED PATHWAY ON THE PROPERTY TO REMAIN BUILDING HEIGHTS: EXISTING (1) STORY BUILDING TO REMAIN. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET. NOTE: HEIGHT OF BUILDING OVER 40 FEET OR 3 STORIES SHALL PROVIDE A STEPBACK PER SECTION 4.20. SETBACKS: FRONT SETBACK: 10' BLDG. MINIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. 30' BLDG. MAXIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. 10' MINIMUM FOR OFF-STREET PARKING OR LOADING SPACES FROM ANY PUBLIC STREET R/W. SIDE & REAR SETBACK: MINIMUM: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (I) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET FROM THE DISTRICT BOUNDARY; AND (II) NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY. IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENTEDITION OF THE BUILDING CODE. MAXIMUM: NONE STEPBACKS: FRONT - FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. SIDE & REAR: NONE PRIVATE TRAVELWAYS: CURB & GUTTER AND ASPHALT TRAVELWAYS UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE EXISTING VEGETATION: TREES ALONG THE WESTERN PROPERTY LINE AND (3) LARGE TREES ALONG THE SOUTHERN BOUNDARY. ADDITIONAL LANDSCAPING AND VEGETATION ALONG THE NORTHERN PROPERTY LINE. LIGHTING: EXISTING LIGHT POLES AND BUILDING LIGHTING SHALL REMAIN AS IS. NO ADDITIONAL LIGHTING IS PROPOSED WITH THE SITE PLAN AMENDMENT. LANDSCAPING: A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE BUILDING. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/1000 SF = 33 SPACES RETAIL: 2,000 SF x 80% x 1 SPACE/100 SF = 16 SPACES OFFICE: 31,805 SF x 800Io x 1 SPACE/200 SF = 128 SPACES BALLET SCHOOL: 8 PARKING SPACES MANUFACTURING AND WAREHOUSE: 1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) = 7 SPACES 1 SPACE/500 SF OPEN TO PUBLIC (5000 SF) = 1 SPACES GAS STATION/RETAIL (TMP60-25B): 2,350 SF x 80% x 1 SPACE/100 SF = 19 SPACES TOTAL PARKING REQUIRED: 212 SPACES REQUIRED PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 212 SPACES 96 EXISTING PARKING SPACES AND 116 PROPOSED PARKING SPACES NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15 PARKING SPACES BEHIND THE RETAIL STORE. IVY ROAD COMMERCIAL REDEVELOPMENT PLAN INITIAL SITE PLAN �er ��°n SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA S ,.o'✓ SHEET LAYOUT �� k'APHIC SCALE SCALE: 1 r' 6 0' 6 u 30 60 120 4(I 1 inch = Ei[} {'},- R=2962.75 �a _ POLE TM.P 60-25 ROSSER ASSOCIATES Yy D.B. 1083-50 G.B. 635-308 PLAT ZONING: C-1 COMMERCIAL OFFICE USE: COMMERCIAL OFFICE I ` r �i I T.M.P. 60-24A UNIVERSITY OF' VIRGINIA FOUNDATION �o D.B. 5184, PG.139 ZONING: RA a USE: RURAL/RESIDENCE r i_ `F. LA51 {;15PArE5 DO NOT t nWAR0 QVERALL PARKING E.. • PROPOSED io,Soo SF 4 _. OFFICE (INCLUDING 3,280 SF OF MN LPFACTURINGf PROCESSINGI EXISTING ASASEMBI-W&FABRICATION MEDICAL OFFICEII tx F t SPACE BALLETSCHOC'L f2,465 SF) i6,800 59 - \ 4- r r PROPOSED x3,96o SF OFFICE ll. lbl� I y PROPOSED 2,000 SF P TAIL ROPOSED e,Soo SF T T - - - r3 COMMERCIAL RERES AURAN Y �I i EXISTING I GAS STATION) f- CONVENIENCE STORE,{ 1 u'- �i %,35o SF 14C1-yl q� r------------ - - ,41Is - -- -- - 97 S, - �IFLc US ROUTE 250 (IVY ROAD) - -- - - T M,P. 76C-A-01 I CANTERBURY LLC D.B. 4648, PG.380 ZONING: R-1 RESIDENTIAL I_tSE: SINGLE FAMILY DETACHED LOT RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. A STONE WALL, FOR SCREENING PURPOSED ONLY, IS PROPOSED ALONG IVY ROAD ADJACENT TO THE PROPOSED PARKING LOT. RECREATION: N/A CRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. NO IMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. LAND AREA: (TM P-6025A WITH PROPOSED BLA ADJUSTMENT) - TOTAL ACREAGE (4.80 ACRES) EXISTING BUILDINGS: 46,385 SF - 1.06 AC. (22.2%) PROPOSED PAVED PARKING AND TRAVELWAYS: 22,950 SF - 0.53 AC. (11.0%) SIDEWALKS: 3,505 SF - 0.07 ACRES (1.5%) EXISTING PAVED/GRAVEL PARKING AREA: 87,300 SF - 2.00 ACRES (41.8%) OPEN AREA / LANDSCAPING AREA 52,055 SF - 1.14 ACRES (23,5%) IMPERVIOUS AREAS: 159,430 SF (3.66 AC) TOTAL PAVED PARKING AND CIRCULATION AREA: 110,250 SF T.M.P. 76C-B-D1 A BERRANG, KATHI D.B. 1998, PG.378 ZONING: R-1 RESIDENTIAL USE: SINGLE FAMILY DETACHED LOT STREAM BUFFERS/FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITS OF A 100-YEAR FLOODPLAIN, PER FEMA MAP NUMBER 51003CO267D ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR ANY STREAM 'BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THE REDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATED WITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAM INUNDATION ZONE. STORMWATER MANAGEMENT: STORMWATER MANAGEMENT FOR THE PROPOSED IMPROVEMENTS ON THE SITE AND A 20% REDUCTION FOR WATER RUN -'OFF SHALL BE ACCOMMODATED WITH ONSITE FACILITIES. THESE FACILITIES, AS SHOWN ON SHEET 4, SHALL INCLUDE IMPERVIOUS PAVERS, WATER QUALITY SWALES, AND UNDERGROUND DETENTION. ADDITIONAL WATER QUALITY NUTRIENT CREDITS MAY BE REQUIRED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A FINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO FINAL SITE PLAN APPROVAL. 1"'. an St. Anne's-Belfleld C'1 School ®elldeld Carnpus �NRAO Central Development Lsborstiary �E Atlantic Research Group h . SUBJECT AREA Pedla e Unrvrr r•" of Char d / The MarketaI 11air �°'' �GregLeffiLf -State Farm Faulconer Construction Co., Inc 0 : t�V f,Yp + Printing& Copying Services JH SCOTT R. COLLINS-77' '.� Lic. NO. 035791 .'z--. 1�. ` v ONA L _F''�G'wo �� 0 Cw University of Virginia Police Department r1 ■■ m2 W co 0 (f) C VICINITY MAPLn SCALE: 1" = 1000' �--� W EXISTING CUL VERT A DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED PA VER (IMPERVIOUS) r BENCH MARK VDOT STANDARD STOP SIGN EXISTING CONTOUR SHEET INDEX SHEET COVER 1 FTn6TING CONDITIONS & DEMOLITION PLAN 2 LAYOUT AND UTILITY PLAN 3 GRADING & DRAINAGE PLAN 4 NOTES & DETAILS 5 LANDSCAPING PLAN 5 TOTAL SHEETS 6 NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK, CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS, THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ADDITIONAL NOTES: 1. ALL GRASS AND LANDSCAPING AREAS SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. THE STREETS IN THE DEVELOPMENT HALL BE PRIVATE TRAVELWAY S S O S AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 3, THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. PROPOSED TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) 21500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM) 2,000 SF COMMERCIAL GROCERY STORE = 214 VPD (8 VPH AM & 19 VPH PM) 29,340 SF COMMERCIAL OFFICE = 286 VPD (344 VPH AM & 24 VPH PM) 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION = 13 VPD (2 VPH AM & 3 VPH PM) 21465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) 21350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) TOTAL PROPOSED TRIPS/DAY: 2,372 VPD EXISTING TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) 28,960 SF COMMERCIAL RETAIL/HARDWARE = 265 VPD (32 VPH AM & 78 VPH PM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) TOTAL EXISTING TRIPS/DAY: 1,844 VPD TOTAL INCREASE IN TRIPS/DAY: 528 VPD APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE_ .ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DLPARMEN I' OI "I'RANSPOR-I'A-I'ION IIEALTFI DEPARTMENT 67 C'r71 co C\I � V wC3] CV W w W I� w VL9 _j I..V z 0 w '. Lij Ul U) w zw LLI � vl Q CV J CL LU �H^ V 1 Q H 1� 1 LU 0 LU LU LU w M LU U) Ce J w 1--1 0 U U LU 0 U 0 0 LL H� L1 LU J 1- I- LLJ LLI w ['� 1 OL Lr) JOB NO, 182158 SCALE 1 ff=60r SHEET NO. 1 ,fl JITAF" _ 'r°„' E F E'-.I'vl ' E �b R=2962.75 fl =206.85 fl fl� o 0 IF, f..l Afl JL r 54�5 0/� oc ;k , EL SrS L C� ? �C /cdr -<6COfl :._ EXISTING FENCE C� c• CLOA a REMOVED TOq�• O EXISTING _ LIGHTPOLE AND OVERHEAD POWER TO BE REMOVEDfl r- I� w ui Ll Ln w -....-.. y \. w Ln w ©. u Q. �fJ 2 i fl 71 a� fl A VEG WOODEN 20 ` WALL 1 \ ~�_� C(>]CRETE fl i FiLIMPSTEK PAID R - - - NOTE: LAST(2)SPACES DO NOT 04 COUNT TOWARD THE OVERALL PARKING L� . r�E , , — .: FORMERLY ROUTE 754 ��J =f 60' F'/W) I. AVER r - �� - CJS GUARDRAIL �. T.M. 60-24A ' UNIVERSITY OF VIRG184, 1 IA OUNJOATIur ->v GRAPHIC S LE ------- ,=;RA'VEI_ D.B. 5184PG.139 `i' -- ZONING: RA T.M. 60-25A USE: RURAL/RESIDENCE - -- ---- 30 fl 15 30 so ----_ LOT A'` 3.89 ACRES moo\ I1 `I WAIL EXISTING \ ___------------------------ { IN FEET MANAGED 1 inch = :30 ft. ' f SLOPESTO EXISTING GRAVEL ,,-RA'VFIe f+ _ �' REMAIN AREATO BE fl I� REMOVED FOR -- PROPOSEb EXISTING LANDSCAPING f PROPERTY LINE F,I I fjl. y TO BE RELOCATED a - - C( I . _I r- _ I �' WITH A BLA WALL GRAVEL _-- -_ NOTE_ LAST (4) SPACES DO NOT - I,r r I T,-F- I III= CO ,IF II' - UNT TOWARD OVERALL PARKING I11-71 =B B B6 E::� - - P ,I' - PROPOSED BLA o... 1 !- ACRES TO BE T.f SUBRACTED FROM Elvlh;w ENTRANCE G% 42 ` I t I I a TMP 6Q-25B AND 11 , I ADDED TO 6o-2SA - 1 STORY n r;`�- STUCCO rnlV�. P IE c.-. �\`fl TREE EA SEMENT �• BLOCK G CAR EsUILDIPIc -- (5,250 SF) DEC[, - ENCPQACHMEp'•IT ��� EXISTING GRAVEL 3 AREA TO BE (L`?.B. Diu-4r,15 LLI REMOVED FOR F FRAME - WALL 1 w PROPOSED LANDSCAPING I` 111= \ ® c I U� EIVTR ENTRANCEC.ONC. L' - 560.06=> a 2 - I ; CASINGS — F- -/',c l n LU Lu 1 STORY METAL - j _ -PLANTER rL s _ \,>� Cn `^Ili _ ,n -Y` �/ _ T " "II_ L) 1F BRICK '1TEP� .. + I� r - la —. _�_ c— - _N _ _ lr' J.l - IA'�J n 6�' F PAIUCC — 1 L -,� (28,96C} SF} CONC. PLANTER, 1 f S E�` - _ ErbTIR`_ [V E `59.8G F'_'L' FII_�' 1 III '11117=� f_�? -AUTCt 1 4 = - � � � I-�— — -1 -, � I. F' 1 STORY �� I V EXISTING CI Tr I l CRAMP II BRICK Q : I' T_M.P 60-25 _- _ — — -II 12,175 SF _- '" MANAGED A' ( NEW BOUNDARY LAf; ROBBER ASSOCIATES 1 %' 1 SLOPE5T0 -II LINE FOR D.B. 1083-5C1 REMAIN �1 --- y PROPERTY 20 D,B. 635-308 PLAT lti �'', 1` i'ii) ,'' I `i CI-INC. CONC. 1 ZONING: C-1 COMMERCIAL OFFICE -� USE: COMMERCIAL OFFICE I _�- Ef'J IRAf 1,-E + DC,x , � ', �' � f71J. Cl 3 � '' i r I �: = � i I � I ID 11 I 1 �r l EXIST. SAPI II��- -I ,1 R �II E _ �, I SEWER ` i - I PAVED _ --- I - 1H l.. r 0- LOT I � � I I ,� I II T.M. 60 25B ,I , - �, FN TR ANCE i - l:: a II --- - - B L `6 �.3a I It- 1.71 ACRES c_a UL I n 1 STOPY UL I EXISTING PAVEMENT GAS � EXISTING LANDSCAPING EXISTING GAS EXISTING ------ _ -- FDC TO BE REMOVED r ML =1=' j BRICK, II TP:I ADJACENT TO BUILDING TO METER TO BE WATER 1 I it BLOCK & '1 BE REMOVED RELOCATED II--- \ + + FRAME UTILITY r I - -- --- \ + ; J, MAGNOLIAS BOX ' 11 , ' \ I CONC. i ENTRANCE - _---- `---- - T BUSHES i_______i I_______i _ Sl _�___ _I__- RAMP ` - z r - RE J-I - WALL 1 = �`�-____ EXISTING (6) PARKING _�U`LAFL� 'I vRAVEL I MAGNOLIA � c . IA SPACES TO BE Mw EXISTING 4 SANITARY REMOVED SEWER LATERAL TO BE V / REPLACED WITH NEW I I£�I / I MCTAL EXISTING TREES TO f xz'' I r'1f'JuF' Y -- 5" PVC SEWER LATERAL 21 BE REMOVED WILLOW - 1- - �.- EXISTING CQNC. _ �� I �E f- {. ..... OAK RAMP TO BE -`,' �_ _I' - - l'I'� - �°"E \1 REMOVED ------ -- -- - - M _ " _-------- - - - - 15" EXISTING ASPHALT ------- __ - _ - --- --- Jt 01, PATH TO BE REL AT ----- _ _ -- _ - OHE LLOW PA OC ED ---- --- _ -- f }l 0 l'• ER � 1 ---- ------ _-- - CAL - - ° - C�+ - OAK _ E „ H t -- --_ TE Will Will _I W y -- _ ri , P o LE A/ - VE _ w,� e TER' - TOP=5li lJ __ ---- : - ` - - -- ----w w - - - ----------- ---- __-------- 3 l f;l %� - - _- - - - - - _ `r :� w' s. - - - - - z L - LID-Ex^-I_ECr) � -- -- JI _�ND r '� -' � � -`�' � "'= w„= —w- 1 _ -- �. :,. orie���-al:� 3 wL -- _- - �"`- _ - - ----------- ` JM:� POLE _ on w< '- 9 .� w - -- -- -- - _ : IRON _ 6' 00„ ROCK - ---- - ol+, - _ - ---- - - - OHL - r WALL _prie- _=_� � �- .�,� - f / _ ,„� --.. - � � � - - -- - - ' 7'7 oi-IE _ � RAT P W -W'=-- -- - - - f -- �.d�'; - � SHOWN U.S. ROUTE 250 OVY ROAD)- - - - - -- _ - - "�—� WA It LINE c - - - - ----- ------ ------ -{\ AS 80 WIDE ON PLAT IN D.B. 296-4 2 F) J r - --------------- -- _ -- �`� EXISTING"'DI ------ GRAPHIC SCALE �.� TOP OF DROP INLET �5D rl,j'y F,0PD)� � � FIRE LINE TaBIJILI7ING _ _,�- - - _ I _ ppY h1 U.B.r� _ ELEVATION -- - - _ -- - - _ - - .�- Pdu��r Lf'� 1 �1V UB296 ',17 � 15 30 60 126 (}'�'J'{`� P'�j {7N LATERAL & METER TO - _-EXISTINGWATER BE REPLACED IN FFF.T LEGEND: AP AIR PUMP B BOLLARD CO CLEANOUT DI DROP INLET FC FILLER CAP FH FIRE HYDRANT GM GAS METER LP LIGHT POLE MH MANHOLE MIN MONTIORING WELL P POLE PT PROPANE TANK S SIGN TB TELEPHONE BOX UL UTILITY LID WM WATER METER WV WATER VALVE YH YARD HYDRANT OVERHEAD UTILITY LINE FENCE GUARDRAIL 1Y SCOTT R. COLLINS'-' U Lic. No. 0335791 TONAL Z %. 7 C f � � L ~" u Lr) CO C C o m Z J Cj "e c Z L k L IW 4■■F L 1 H� Ln �C F--1 H H� � J LU 0 1—E C 0 J a0y Lu 2: u-i Lu D 0 0-6 �L�.0 i..L Z 0 I --I C� 0 Lu 0 u (0 V F--1 I.LI H� uj r J F Lu W uu Ln JOB NO. 182158 SCALE 1r 30r SHEET NO. 2 Q SITE PLAN NOTES: ~ w ° 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. U-i_ N NH �j.. 2. TRASH SHALL BE STORED & COLLECTED IN ❑UMPSTER CONTAINERS. I T A b o 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY p� PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY ❑ISCREPANCIES. I = 4. ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ON GRADE FOUNDATIONS. ~ T SCOTT R. COLLINS77" a� S. A MINIMUM zo' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE COMMERCIAL BUILDING. w y J Lic. No. 035791 .'L�--. 7 R=L 9�078° y 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO `n 1 - 65 WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS.I MH t 7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL LOCATED ALONG THE FRONT I Z _�� �SSI PORTION OF THE SITE AS SHOWN ON THIS SHEET. _ ONAL 8, INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONAKi n D SIGN DESIGNS WILL BE REQUIRED TO MEET STANDAR❑ I U SAS ITJARI ,� ' ' --_ °_ p SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL Q i=FINER 1 � _`�._., _, • � BUILDING. D - E S M T. (D-B. 270�, 1 ' _� UTILITY NOTES: D 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. F,LL ' 2. A MINIMUM 3.5 OF COVER MUST BE MAINTAINED OVER W/L AND S/L. TEMP. I o ' _� 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. I _° caN=TR IRON SMT. SET 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR i (D E r '? 10{� �', y o �S�' PUBLIC USE. ° fl �A 5 CONSTRUCTING THE ECONTRACTOR IS XTENSION ION OF THSIBLE FOR E STIORM SEWER, SANITARY SEWER, WATER LINE NG ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO NE AND PAVED ACCESSES. 4 s 0R? r� CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-INCONNECTIONS CAN BE �IRCI� ENTER 1 6. PRI❑R TO CONSTRUCTION TJHE CONSTED CROCTO SHALL TEST -DIG ATTHE LOCATION OF THE EXISTING UTILITIES TO I GRAVEL '� ] D ��' CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. I A EC j., NAVEL - CrRIC �- 7. A KEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE h _ pO D FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. I WOODEN 2O` 20 ° 0 EXISTING GRAVEL �- - - B 6Y AREA TO REMAIN 22�R WALL CONCRETE _------- - 16 Mp CLMP._TER �� �Nr ` PAD C 8 64 �} -r VED NOTE: LAST (2) SPACES DO NOT p GRAVEL _f ° E � COUNT TOWARD THE OVERALL PARKING ��F FORMERLY oSz VPD oHe ��� STATE ROUTE 754 PAVED - (60' R/W) G q EXISTING GRAVE _D - 69'07'0O"W N� N-- 1 REA TO REMAIN -- I _ - - � _ 128-09 EXISTING PAVEMENT _� _ _� T.M. 60-24A h•,�FT�R [;LA?GRAIL J� TYP. -(MILL/OVERLAY)-� UNIVERSITY OR VIRGINIA FOUNDATION _ �- ("------- PAVED �0 8' � '+ D.B. 5184, PG.1 39 -w.� � ¢ ��-_ _� �• -------- - TY R A v L _ ° ZONING: RA - w�---. _ - USE: RURAL/RESIDENCE M I.. 60-25A IF , F, =° e - _, LOT A _ ---- 3.89 ACRES g'---------- ' 9' TYP. TYP. 20' MIN. PAVE ^' `_ WALL - -----� - 1 TY 25 -fIR.i ACCE55 AROU�J BUILDING_ r}, _ r, �L AVETY - EXISTING GRAVE L �'`:..''. �, IR .'LI 1 AREA TO REMAIN I _ y F[]I_1 WALL j ,,. �; �• PROPOSED CONC.I l .F, ` i �I_' T=. L• I T+_I F' BUMPER BLOCKS - ` -.:_-:- - - �" �_� . -' NOTE: LAST SPACES DO NOT (4) g' + -'I - 1 E" r='v1P II'�iv '' I a p _ _ . ........... .: I �--.__ � COUNT TOWARD OVERALL PARK EDGE OF iil �-i II1- 1 �F L B PAVEMENT - -' CC. �.. n II.I I2D ENTRANC - 11 II X X I \ < 1 ° 562 4 I 1 - 1 Ir ll I _ III PROPOSED PROPOSED241 �• 1 G LOCATION OF STRIPED ° 1$' TYP. TRAVELWAY 1$' TYP. ❑UMPSTER &_PARKING SPACES } 1 STORY CONIC, STUCCO DUMPSTER PAD TYP. 4i n - �-..... - _ 1 PROPOSED 10 oo SF CO ICRETE o _ 0 ,s � LAtiEIv1ENT •.��, � BLOCK _ . cs g' END OF CG-2 C OFFICE (INCLUDING 3,28o SF OF 4 18' _ -OR BUILDING ---------- . - (5,250 SF) �TR TYP. CURB MANUFACTURING/ PROCESSING/ ENCROACHMEN EXISTING ° EDGE OF ASSEMBLY &FABRICATION r' B 3r' `�- ��' j MEblCAL OFFICE EXISTING NEW PROPERTY N�p� 1 `I` PAVEMENT SPACE BALLET SCHOOL LINE WITH _ Q] w C SR -- �' -� [6,8o❑ SF) FRAME WALL BOUNDARY LINE r2 - PROPOSED (2,455 SF) F''I DG. _ CG-z CURB ADJUSTMENT PROPOSED ---- ° ' c I Vl _ i Ln �, �. LOADING ENTRANCE =:[]IBC'. _ ' ENTR AREA (3dx5o') 56O.OF 56�.Q7 CASINGS -�''� S 6� w II 1 -- - . 2 a�' _DLu PROPOSED HEAVY E N 1 METAL --- r -. --_�- _ _ - I - ] 62 ❑UTYASPHALT I STORY = TT I• :J IPLAN-ER S ] STEP` = �1 = �:..:. ] r FR.4Iv1E w:. TRAVELWAY BRICK _ El�li:hl'd+_I. _ 81 F PI n� z f ENTRANCE (28,960 SF) CON:_ F,I AN TER" S EPS - _ ;...... _ EXISTING I � I �5 � s8' sa` I _� I _ I � _ _ PROPOSED 1 5o SF ASPHALT T'_ 1 _ OFFICE PAVEMENT - I4 II Il API II RAMP ~~ I STORY I BRICK TF ENTRANCE � I; IBL;: Q 562.43 24 - ---- 1� --+ PROPOSED / T. M. P 60- 25 l I / 2fl� [ 91 (12,175 SF) - TYP. ACCESS & PARKING �- l_A TES J R055ER ASSOCIATES 1. �" l D.B. 1083-50 �, -` - EASEMENT 20, 1� 1 I I WOOD f t 9' TYP. 1 D.B. 635-308 PLAT `'t 1 .RAMP ++ ii ----z5 _--+ I '' -�`_ II II xo+ - C �N`� EXISTING I �CONC. ' ZONING: C-1 COMMERCIAL OFFICE xfl 7J I1$ �- -ENTRANCE `� � OFFICE SPACE BOx I 1..,.. _::r . C+ h•I LID ` 1. CRA L_. -ENTRANCE -' --- $ 16oSF I USE: COMMERCIAL OFFICE ti � �lEy'N�' I 56[7.03 � _ - 56'' 4O 9` 11 [y- - - 1 18` = g 5 n J f F TYP _ L 1 _ TYP: y { - -'' - I T.M. 60-258 T NK PROPOSED 2,000 SF PROPOSED 2,500 SF T1�P. sa' I �o -r TC-F= _ LOT B rFq I;�i I I - 1 COMMERCIAL RETAIL RESTAURANT dTRAr! I f - p i . i ice= II CLE.ANOUT O Ut �: ti PROPOSED CG-1z PROPOSED 6' 62.3 ; , y 1.71 ACRES 1 a4, EXISTING UL s 1f 1 STORY HAND. RAMP -11= GA' GAS STATION/ I � CONCRETE SIDEWALK i 24 I°'lV � i 1 PROPOSED EXTERIOR s4 - N - l - I Pv1F F II�VC'�I CONVENIENCE BRICK ATM I PROPOSED CG-12 - 1NC y`_�,. I , PROPOSED BRICK PATIO (62 SF I F _ � I I ill - STORE BLOCK & CG-z CURB HAND. RAMP 5 ) E - I FRAME POTENTIAL FUTURE �. +3'R �AVFD�$ -- 2„50 SF r TRAVELWAY ��, I - - ---- _ 1 ---- I ENTRANCE 1111 mom CONNECTION TO EXISTING TREE ' I___--_ 3 __----_I TO REMAIN 1 I _ - �,B • - � ADJACENT PARCELS � �• - _ _ _ _-_ I _ - - `Q __-- I - __-- � I - 1 ;; -- --- PROPOSED �'� _ ` -- � __ --- I�----------- -h RETAINING TO THE WEST ,'� n} 10 TYP. ,/ �.• - -�30 ACCESS i _----------_- =r�;� -- - ~ ME: -WALL -1 I _ 1 - _-------- - vRAVEL�----- �4 �h, EASEMENT E}CI5T1N� - _ '_ - - - M IN ... ,. = 9 � �aoR __ __ .- --- -- -- -- ASPHALT O �:_......- rr:; �--- �- u NEW 5" SAN. 3` 5 R -- LOCATION OF - - R PAVEMENT _ - - EXIST. FIRE INGRESS/EGRESS- - - r _ SWR LAT. - - r _� -- 12. • - ry PROPOSED BRICK 2� �LIN f 1 9 _'11g` - - -{- . -_ -=� ¢ PER�TOU� IiYP. �I 385 VPD 1,o82 VPD _- - - PARKING SPACES K - TYP: - - - �aK . - R LDG SETSAG p _ �� - - -- - - - - - - " . - ;."• _ \ � -�-' ----- f �. ' e. ✓,LOLL YpHE- sc - �, --- PROPOSED HEAVY - ------ - --- ' i T = ❑UTYASPHALT 1 � _ _ gAC c _ . -H-6HE._ ---- OHE -_ - -_- --- // TRAVELWAY ~� 91�G&QARKIss y, POLE aNe __�__--_ _ IJRB- - - I.,; r•iA.f1H[7LE_ so' Its. _ [11 goy VPD _� � .. � IRON-`� � - _ _ - oKe- LjRt3 - -�.•-'mow ....f� W - - _ TOP r�8.h16 s FOUND - w [I.I[ -Ei1LED) - Yw -0�---_- -- ---1 W-:�w :W -- w' IRr`11J - -�� _ I'.'~ ! -I' L 197.70 POLE ar+E� b w I - "' - w_ �� L=387.34_ ---- -- .�, - =�: y� s�; t `:d9 it'd; SV 1, _ o0" ROCK 1 = �71 °16' O w or . = w�=w --- >'e =- r WALL OHE� W� 1J r Syr -_- _ & G -y7cR _ y_ _ _ ------ :. CURDW�w� NEW s" WATER DISTANCE TO SHOWN A rU.S. ROUTE 25❑ IVY ROAD). -- - - - - O & M - N PLAT IN D B. a." 1 w� LATERAt METER W,4TER LINE NEAREST - - - ----- ---- �- WISE 2�8-432 o � � ��rc IT f _� ,,,, -J sy_. ` - - _:I INTERSECTION = 416` �J J � `,�' -- � PROP05Ed 'HIGHSTDNE 1 ~(D.- 1.,�;C�-4.5I,j - -� - _ - 5, - - dECORATIVE WALL PROPOSED 5`MARX,- - - _ -- -Y __- l r 5,� -J `•_ ASPHALT PATHWAY GRAPHIC SCALE TOP OF DROP INLET - b� 1.1 i 11.1= _�i.I_ ROAD} - - ELEVATION = 555.23 w -- -- - -- _ -- l I V 1 I J - - . - war - - - - _--- `"'- _ U ROUTE 25B, 296-432 30 0 15 30 60 120 5 rps - ��= - �_ .S.0c ON PLATIN D 000 As SD W - S [ IN FEET } itichi = 90 ft. Z 0 4 J � Q f L "~ u Zp U 2: C 0 z J Q e F■1 ~ Ln ~ 2 z Lu r c W L 0, m w p � � -4 -4 J r C'r] m H� N co h� CN �--� 0 w � N I Q W 77 Lu L J w J Z - Lu 0 J � F- w Lu _j 0 pG W Z ❑C ❑ J w 0 wYJ� Lu r 1 ul - W W � J zw� F- 0 U L LI Q W 0 ce 0 O N 'H� L J w J ,mow, w w v) JOB NO. 182158 SCALE I"=30' SHEET NO. 3 C) N" TA R Aii F, fl� a� r # a f i R=2962.75 q L=206.85 -7 (vlH 1 J� \ o S,t) GkAVLL Cs 0 , L - -- t - - - --- -- �46q I t� PAVED !;RAVEL I _r ff o _ -- o T.M. 60-24A • _-------- 4 UNIVERSITY OF VIRGINIA FOUNDATION PAVECy�, D.B. 5184, PG.139 ZONING: RA \ T.M. 60-25A x j ! �� USE: RURAL/RESIDENCE LOT A 3.89 ACRES' WALL E jl. \p I - AVE = ------ SCOTT R. COLLINS-' U Lio. No. 0335791 � z 7 �• C [� �1 a L L � LJ Lr) CO C C o z tin J [� Ln w e L N L 6 IWM L r\` r II,I'4 li l- WALL Lu - --_. ui , � I - � NOTE: LAST (�) SPACES bG NOT J r Ir'_ _ VIf ' III If l= COUNT TOWARD OVERALL PARKING - _ --- B T 0 0 4,: ;;_ a __ r \ e Cr��Ji: _\�� - � - F� B ('7 H—I - _- EN'iRANCF_ L . -li o +4V EENTRANCE�62..3G I , , II �'I x I x ll x y ✓`�.. \ - 4_ ` I ; I - I I 41 I I II II I, i = } - 1 STORY PROPOSED io,Soo SF L r �; ° C) STUCCO Elyltrl _ & BLOCK - a OFFICE (INCLUDING 3 28o SF OF \ FOR BI.IILCIf (5,250 SF} \ \ MANUFACTURING/ PROCESSING/ ENCROACrIhJI } EXISTING EXISTING N \ \ pp ASSEMBLY/ &'FABRICATION (D B. .;9 9- MEDICAiLOFFICE � SPACE BALLET SCHOOL — _ bVALL���� N (2,46S SF) (6,8oa SF��0�i' IENTRANCE _ LNTR 560.0 ALE SLd \Fj 0 7_� =T J Illjliiiiiilllllll- PROPOSED WATER `,I T; r � - - _ - 00°�. � — I STORY - ___r 1-r�ArJ,FF Er`iTR , ,'_ S�r� �� U) METAL ��� QUALITY SWALE -=�i 1 BRICK STEPS , 1 I� _ - - ?� 00 RaI,.�L (28,960 SF CON( - PLANTER � f _EFL C � fl TF:ANC.E I i_II_E PLC: fly' w �I ���II _ PROPOSED i 6o F III,. ,I TI_ c6? -� Tc-; i METAL (D ' OFFICE I'=R. 1 STORY � EI- °' '[� F. BRICK NTRAI\.IC,E RAMP � _� ear J > � T M _>62 4 P 60- 25 - (12,175 SF) ROSSER ASSOCIATES D.B. 1083-50 , D.B. 635-308 PLAT WOOD � I � II II fl c0N EXISTING w RAMP 7) �6CJ.UR i ZONING: C-1 COMMERCIAL OFFICE `, '�, I _ 7 OFFICE SPACE Lf�1T� 1 - USE: COMMERCIAL OFFICE C T �I - 816oSF - ll -ENTRANCE i � � 5 i `+� =� i � � 4 CC 'I `, - L - V ,' Iv I-1 EXIST. 56.40 L,_ 1� JN 1 1 SEWEf; III PA'`dE1 T.M. 60-25B 1'' V PROPOSED 2,000 SF PROPOSED 2„oo SF I LOT B d I I I I . I I I I 1.71 ACRES _ i ,./ 1 EXISTING — COMMERCIAL RETAIL RESTAURANT �.F • GAS STATION] 1 STORY UL I..L I ry TI,;1 --- ---- _ MF_; i�, 4- BRICK, I \` PROPOSED 2° l� N ; �I -- - CONVENIENCE BLOCK I CURBCUT EP _ STOR€ W 0 1 , FRAME �- �' .I = rl'il_I - �'P,1�1=L7 I � I _ 2,35o SF r c_)VERHAIJ _ i oof w \ - - - ----- - I F 4VWIA i I �=3 I ' I _J A.IF C3) �: `— II L__------ _____ RETAINING- I_r,:�Pl`J WALL r� CIABULLAP,C? � _ �GRAVEL _ , �_ — .— — I = - - �.,- � _- �- 4v11N - - '� Ili I .I I � � � r,r-,IvCF'E.TF° \ 1\, w CT L f 1 Li 04E - �I� o - - - - oHE °MJ � S 4 - 6 0 •57` WATER METER HE - - s ` 7 PA LE - - ° --_ UR8 --_ --- _ —_— -- Q" _ - — r E 1 ,1; MAf`JH F r o e� II I I �� � •: �� TOP = , r ;,I F J E 1 _ -- — - - — - -_-- --- \ �L _. III � LEG l 'I 3 ' OtkE RUI �qjO ti PI,1LE a,F 387. 4 - �~ 1 a , -I. Lr,-1 ROCK _ 16 0 _oHe'�1YI' - - - - - - - --- _ - T-� _-' - WALL ,I r©HEM _�� ,mow -- -- - ---- - . --- _— — — —L - --� � r 01iEvTui In ui I l�< U.S. ROUTE 256 IVY ROAD a N w SHOWN ILR LII,IE yc - - - - - - - -_ --- - -a-- 1- - - - - - O PLAT I N D.B. 8 432 cra jog No. _�,, = _ , -- --------___- - ) TOP OF DROP INLET ------ — — _ r._----------- GRAPHIC SCALE {� p ELEVATION 555.23 � - - - � - _----- Rouu c �.L7. �~ 30 0 15 30 6❑ 120 SCALE - s � lid 1 "=30' S gp' WIDE ON pLA SHOWN P SHEET NO. ( IN FEET ) 1 inch = '30 ft. 4 NONE: MANDATORY 'INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: NYLOPLAST DRAIN BASIN WITH DOME GRATE (FOR DETENTION CELL) i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE,. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CON TRA C TOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CON TRA C TOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA TERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MA Y BE REQUIRED AT L OCA TIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET .5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10 TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CUL VER TS THAT ARE DEEMED INACCESSIBLE TO VD O T OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOI). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NO TED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J 1 OR BETTER ARE TO BE A CHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. f Pk MINIMUM PIPE BMAL DEPTH PER PIPE MANUFACtL R. (3) VAR IAB,.E IN dd RT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO ((,SIN. MANUFACTUIRING PLAN9fTAKEOff) RED, SAME ASMIN, SIMARI {4) VARIOUS TYPES OF INLET d OUTLET ADAPTERS AVAILABLE: 4'. 30' FOR CORRUGATED HOPE {ADS N612MANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N- 12 HP, !PVC SEWER (FX: SDR 35), PVC DWV (EX: SCI H 4n). PVC C91QIcm. CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1 - 0--31r DOME GRATES SHALL BE DUCTILE IRCN PER ASTM ASM GIRADE `03 . 2 - 8' & s0' DCLE GRATES F IT ONTO THE DRMH4 BASINS WITH THE USE OF A PVC BODY TOP, SEE DRAWANG W. 7MM i6-0 .. '- - DRAIN DA51NTO BE CUSTOM MANUFAGTURWArGGQIQINgTO RLAi DETAILS RISERS ARE N EE DED FOR BASINSOVER W DUE TO SHIPPING RESTRICTIONS. SEE ORAWINGNQ. TC01"41D4D85. 4 - DRAINAGE CONN ECTICN STUB JOINT TIGHTNESS SHAJ-L CONFORM TO AM Dul 2 MR CORRUGATED HDPE (AM N-1 PIANCOR DUAL lfi,44 N-12 H P, & Pile SEWER (4-- 24',1 5 - ADAPFERS CAN BE MOUNTED ON ANY ANOv5 D' TO W. TO DEFERMINE MINIMUM ANGLE BETPIEEN ADAPTERS SEE DRAWING NO. 7001-110.712, 6 - 15" - 30' DOM€ GRATES HAVE NO LOAD RATING. 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 ROAD_WAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OFWAY WID TH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT 0THER 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. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 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 DRI VEWA Y 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 TRANSPORTAION SPECIFICA77ONS 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 NA TURAL WA TER COURSE. PA V/EMEN T 1. A N A C TUA L COP Y OF THE CBR REPOR T IS TO BE SUBMI TTED PRIOR TO THE PLA CEMEN T OF THE A GGREGA TE BA SE MA TERIA L. IF THE SS V 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 I, II, OR Ill PRIOR TO PLACING AGGREGA TE 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 50 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 0.3 GAL.ISQ. 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 ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY TOP OF 4' CURB �_2" R (5' MIN.) 13" 4 STANDARD CG-6 CURB & GU T TER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE (5) ADAPTER ANGLES VARIABLE V - 360' A00"NG TO PLANS 1 (3) VARIABLE SUMP DEPTH ACCO RD ING TO PLANS (6' MIN, ON B" • 24", DTP MIN, ON 30"' 4' YIN ON V - 2e BASED ON MANUFACTURING REQ,) fi' MN ON 39' $•'.3[p SEE 'RISER FOUNDATION NOTE' ON TH15 SHEET FOR DETAIL5 OF THE REINFORCED CONCRETE FOUNDATION. CONCRETE FOUNDATION BEDDING & BAUSIU SHALL BE COMPACTED UNIFORMLY IN ACCORDANCE 1WRH ASTM 02321. CONTRACTOR SHALL CONFIRM RISER INSTALLATION MEETS MINIMUM MANUFACRIRER. SPECIFICATIONS. APPWX ORAN AREA=141fi0 SO IN APPFRODL WEIGHT WITH FRALE=124M LOS I yF . 3.�H LTrf - 1 1 t 1m O 24.75 IB 211."5HD DILHENSICNSARE FOR REFERENCE ON-Y -M;9rf-HSc�D SUBECTMA-MNWWICH DR*w4BY Mc MATEIRIAL 3138VERONAAVE ACTUAL DI MEN$IM'NS MAY VARY NYLCPLM5T HAS PWIRETAff 3C'#'i -, �JP- BUFORD, GA 30418 DIMENSIONS ARE IN INCHES GRATE MEETSH-20 LOADRATING OR_J65ESSHON OF-HS PRNTDOES NC' Ci F-pl `RMH;fE.4 GT L10EIBE TIE LSE OF TH-DfSlc>IH CR� DATE 5.y4g DIfCTL-Epol T r� { PHN 17101932-244Z lf,.St FAxf7701932.2RM QUALITY; VATERIALS SFALL CON FORM TO ASTM A5H GRADE 7MM5 MCA -ECIAL"FORMA-M SUM HERE`M l�yl� wrru.nHlaplaslus..c� REMSEDBT EEC PNOJECT414;uc TITLE, HLPOR "PRDVJC*M CF r35 T OR ANY WMRWA'IRN PAINT; CASTINGS ARE FURNISHED WITH A R-ACK PAINT C"✓NTMNED HE REIN. OR►W&AACTJRE OF AN' LOCKING DEVICE AVAILABLE UPON REOLESTSEE DRAWING NO, ARTKIfI-EREFIMM,FOR TIE 0MjCSVcTOOTtf DATE 3_134c 24 RI STAJPAJRD GRATE A55ERBLY.TYPEB lOC`-1''J•-024 15 qNMUNKES(CE-1"SPEDIRCWRMEM MG SIZE A 'SCALE !V0 SHEFI !OFT DmFla 7w.11 211 REV C -ERVISSMDH=RiF+IY1^RAa'... :`.,:.,,.,-dT CO-12 NOTE= COMPONENTS OF CUTS RAMPS CUN51ST OF THE FOLLOWING= HYDNIRAILHC CEMENT SIDEWALK UDE"PTH N I14CWS AREA N SQUIRE YARDS) CUR EN REQUIREDcG_3 IN LREAR FEET) GENERAL NOTES; DETEBCTTBL AE W M tSURFACERtAREA IN SOIJAM YARDS; 1. THE DETECTAffiE WARNNC SHALL BE PROYMED SY TRUICATED DOMES, EACH OF THE ADOVE ITEMS IS A SEPARATE PAY ITEM ME SHOMD 2. DETECTABLE WARNING SHALL RE FROM THE MATERIALS APPROVED LIST FOR BE SLOMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WAURNNC SUFACES- PRODUCTS NOT LISTED SHALL MEET SIDEWALK R,yp M2:U 1AAx 1HE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 OETECTJBLE 48:9 MAX WARNING SURFACE AM SHALL SE SUBMITTED TO THE STAI4IARDS AND a SPECIAL DESIGN SECTION FOR APPROVAL. i 3- SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHCALLY WITH RAMP 4' FLOOR OR BY LGINIG PERWSSIBLE CONSTRUCT*4 JOA'IT WITH REQLWED BARS. 4. IF RAMP FLOOR 15 PREC0.5F HOLES MUST BE PROVIDED FOR DOWEL BARS 50 S THAT AOJOI,nNG FLARED 55 CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST R+WP FLOOR. PRECAST CONCRETE SHALL BE CLASS A•A, TYPE A 5. REQUIRED BARS ARE TO BE NO-5 x B" PLACED 7CENTER TO CENTER ALOW BOTH SIDES OF THE RAMP FLOOR, MID-OEPTH OF RAMP FLOOR'. MIN" PERPENDICULAR CONCRETE COVER f/g". 6- CURB I CL118 ANO GUTTER SLOPE MMEITIORS ADJACENT TO CI1R'S RAMPS IN CLUDED NCLUDED IN PAYMENT FOR CURB / CURFIAD GUTTER. - 5°MIL: 7_ L7MRS RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGNEEP THEY ARE 7O BE PROVIDED A7 INTERSECTIONS WHEREVER t2;1 AN WCESSIBLE ROUTE WITHIN THE RKDHT OF WAY OF A HIGHWAY FACILITY -�- - ' CROSSES A 0" HEGANOLES5 OF WHETHER SIC:WALK MS ExIST1NG. rROP090, T T Ds OR SHOW .ENY THEY MRfS BE YCD BY T HIN WEER AND SH SWALKS AS LOCATED 0H PLANS EH AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B DE LOCATE;! OP IN TS. EIE STOP LINES, ROUTES LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSBLE ROUTES PROVIDE A PARALLEL UNOBSTRUCTED STABLE FD SLIP RESISTANT PATH CONNECTING ALL ACCES518LE EL �ME74TS ORMF A AN FACILITY THAT CAN � APPROACHED, ENTERED AND USED BY PEDESTRIANS. 0. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDEO THAT sl MAY, THE CURB OPENING IS PLACED WITHIN THE LMI7S OF THE CROSSWALK ANDTHAT THE SLtWE AT THE CONNECTION OF THE CURS OPENING IS '12`l!� LAX ' PERPENDICULAR TO THE CURB., 5. Xx ,yL 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WFEM THE ENTRANCE RADICANNOT - - ACCOMMODATE REFER T70 STMOARDE TURf*fG R CC-13 COMMERCIAL EMEMS OF IN7RANCOE WEAVYEAVY TRUCN 4 - TRUpC 'I RAFFMGH FOR CONCRETE OEPI'N. AT M; .2" HIGHER THAN EDGE OF PAVEMENT W. WHEN CURB RAMPS ARE 45ED N CONJUNCTION MTN A SHARED USE PATH, AT JEMC ,SAME AS TOP OF CURB THE MINWM WIDTH SHALL BE THE MOTH OF THE SHARED U5E PATH. 11, WHEN ONLY ONE CURB RAW IS PROVIDED FOR TWO CROSSINGS CDIAGONAL), TYPE C A. 4' 4' AREA T R A H K LCROSS Eh SHALL BE M INTO O MANEUVER WHEELCHAIR PARALLEL &PERPENDICULAR INTO THE AREA MAY WITHOUT GONG INTO THE TRAYELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE CUTTER PAN. - T2. ALL CA5E5 WHERE CURB RA4A1P5 NTERSEC7 A RADIAL SECTION OF TRUNCATED DOME m CURB AT ENTRANCES OR STREET G(AWECTKDNS THE DETECTABLE �r C WAIRNIINfs SURFACE SHALL HAVE A FACTORY RADUS OR SE FELD 0 O D O O -MODF-ED AS RECOMMENDED BY THE MNUFACTURER TO MATCH THE BACK OF CUA:B, 0 0 0 0 C, O 0 0 0 0 0 0 0 LADING RAMP + G 00000 G 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +a 00 0 0 0 0 0 0 0 0 0 0 0 0 0 9- X F DIAMETER- 00000000 0000000 DETECTABLE WARNING AT BACK QF ClMi6 I_ VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE M2. PAY UNITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVI0T SPECIFICATION ROAD AND BRIDGE STANOAMS CG-12 DETECTABLE WARNING SURFACE REFERQ4CE SHEET ION 5 REVISION DATE (GENERAL, NOTES) 105 203.OS 07/15 VIRG"A DEPARTMENT OF TRANSPORTATION 502 CG-2 REFERENCE 105 502 NOTES"EM 1. THIS MAY BE PRECAST OR CAST IN PLACE. 2. COI'IDREI"£ 70 BE R.A15S A3 P CAST N PLACE, IURB PSI F VPA RAMJ 3. [alIlB HA+MiO A RApA1S OF =0 FEET OR LESS A„ , l i" II GLOWIG CURB. FACE OU OF RBH WLL BE PAID FOR AS WAOHAL - 4. THE DEPTH OF CURB MAY BE REDICM AS MUCH • is • + AS 3" t15" DEIFTW OR NCREASEO AS MUCH AS 3" C21" DEPTH) N ORDER THAT THE BOTTOM a.;'• a.; OF CXMS WILL CONME MTH THE TOP OF A COSRSE OF THE PAVIEMENT SUASTRUClUE. OTHERWISE THE OEPTTI B BE W, A$ STgWN, MO MH,MI3THLEN7 N TIE BD IS TO BE MADE a a • •. FOR A I ECIEASE OR ANI lMCXtMt N DEPTH a gig O RYIADWAYS�TNNO yy ,a . ♦a • . APPow ATM' THE 11LTT R M DESM#1 �MMR1tM.. Df a.;`• a.� a N THE SECTION ON GS Ism STAAR)ARDS. ,;a ;o•', STANDARD s" CURB VIRMA DEPARTMIM OF TRMI6PORTA7gN s5' IMN. PERMISSIBLE CONST, 1_ A TRUNCATED DGMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STO. CC-2 SACK OF C. 12 2 1 4 20 2'MN. SECTION A -A NOTE: FOR CENTRAL NOTES ON THE DETECTABLE WARMN6 SGRFACE. SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY CRAQE IN PFRCEAIT MINIFNM RAMP LENGTH IN FEET 4" CLJTIB d" CURB 0 2 4 t 2 5 2 3 5 3 3 6 4 4 5 5 10 7 14 7 l3 15 9 15 5 NOTE THE REQLRED LENGTH OF A PARµL.EL RAMP IS LIMITED TO 15 FEET, REGARDLE55 OF THE SLOPE. NOTE: 1. EACH LAYER/LIFT OF NO. 2 AND TYP. NO. 8, 89 OR 9 AGGREGATE NO.7 STONE REQUIRES A MINIMUM IN OPENINGS BETWEEN PAVERS CENTRIFUGAL FORCE COMPACTION OF 53,000. 2. CONSTRUCTION & PREPARATION EAGLE BAY AQUA BRIC TYPE 4 "L" 3-1/8" OF PERMEABLE PAVERS, STONE BASE THICK FOR VEHICULAR TRAFFIC AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE w/ MANUFACTURER BEDDING COURSE 2" THICK SPECIFICATIONS. (TYP. NO. 8 AGGREGATE) - - -I- [T� �) III 4" FILTER COURSE (VDOT No. 57 CLEAN STONE)-.AF OPEN GRADED, CRUSHED AGGREGATE �p000(G�Ooos��ol„ 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) oo ° ° ° o °n © ) , o �o CRUSHED AGGREGATE BASE COURSE ,f-?G It ^�G It J �G I ^r �U f_ d^y.. I' 1xl-`"f _ f d'll.. 1P�1'� I f�!I_ll. TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALENT ----------- Z4" PERFORATED RIGID PVC UNDERDRAIN COMPACTED SYSTEM w/ POSITIVE SLOPE (1% MIN.) SUBGRADE BENEATH PAVERS. NOTE: OUTFALL PIPE(s) OUTSIDE OF PAVER FOOTPRINT SHALL BE RIGID NON -PERFORATED PVC PIPE(s) SLOPED TO DRAIN/DAYLIGHT (1% MIN.), PERMEABLE PAVERS PAVEMENT DESIGN NO SCALE NOTES: 1, BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT A GEOTECHNICAL INVESTIGATION OF THE SOIL UNDERNEATH THE PROPOSED PAVERS AFTER FINAL GRADE HAS BEEN ACHIEVED TO DETERMINE THE INFILTRATION AND CBR RATINGS. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THESE RESULTS PRIOR TO ORDERING AND INSTALLATION OF THE STONE BASE FOR THE PERMEABLE PAVERS TO ENSURE AN ADEQUATE DESIGN. 2. ALL OPEN GRADED STONE LAYERS SHALL BE CLEAN '& DOUBLE WASHED IN ACCORDANCE WITH DCR REGULATIONS. "CLEAN" STONE IS SCREENED TO SIZE AND THE BULK OF THE FINES/DUST IS REMOVED, BUT THERE IS STILL DUST ON THE STONE. "WASHED" STONE IS WASHED THROUGH THE SCREENING PROCESS ANDJOR MANUALLY WASHED. B. WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS & ARE SUBJECT TO VEHICULAR TRAFFIC, CLEANOUTS SHALL BE ENCASED IN 018" CONCRETE FOR THE UPPER 24". THE CLEANOUT FRAME & LID SHALL BE CONSTRUCTED OF CAST IRON, OR A SIMILAR MATERIAL THAT IS STRUCTURALLY FORTIFIED. 2" SM-^ ` SURFAC 8" 21- BASE C COMPA( SUBGRA ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE o rr VJ CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP lfE SELECTION Of CURB TYPE AND THE CO KWRATION Of THE URILITY STRIP MAY VARY TO MEET 9NI27KC FIELO g0tWMD45 AND ROADWAY GEOAETNCS PROVIDING THE DIIRSIONS AND SLOPES ARE AS K07E0. !pop 11 �7 M 1 w DH: SC 1`vbAT , 2" HIGHER THAN EDGE OF PAVEMENT AT)j,"MC, SAME AS TOP' OF CUED THIS COMBINED (PARALLEL A PERPENEACULAR) DESIGN FOR ALTERATIONI'i CAN BE USED WITH ADJOHWO BUFFER STRIP, LANDING AT BOTTOM OF TWO SLOPING SIDES WITH GO" X 80" MN,0Vl1NSI0NS. THE SHORT PERPENCUCULAR RM TO THE STREET CAN BE PROTECTED BY A LAALDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACEWUWKATEM TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 VIRGNA DEPARTMENT 5F TRANSPORTAr10N GR-2. 2A X 27Y4" MIN 28)(4" MAX RAIL HEIGHT II II II IJ IJ J S I FACE OR-2 CB•-3" POST SPACNGD MAX DYNAMIC DEFLECTON • 3' BASE NOTESS GUARDRAIL AND CA�JNABE Ni DJUS15D 0 RIICC CONARE STTRUCTIONN F AND AS DRECTED BY THE ENGINEER. FOR DETAILS OF POST AND SLOCKOUTS SEE SHEET ING. 30I.D5. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 50t,02. RAIL BLEACHES ARE FURNISHED SHOP CURVED FOR RADII BETwEFN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SEF PLUMB. POSSH,NL.L NOT BE SEA' WITH A V,RIATIOrt OF MORE TB4 /b'T PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTF AND POSTS SHALL SE SET AND ALIGNED WILFgUT N.TERATI�N OR FORCE, AS PER SECTION 505 OF THE SPECIFICAHONS. +eLGGOF R-AH217D�CRMM R26 MILUCAS BEO AT A STANDARD GR-NS.. ALL W-BEAM RAILS SARALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHOOS qF NESTING THE RAL OR USE OF AN ADDITIONAL RAL ON THE BACK OF THE POST FOR STMOARD GR-2A SHALL BE APPROVED BY THE EN6ER PRIOR TO NSTALLATION, 3E 777777777 GR-2A 0'-1Y," POST SPACING) MAX OYNAMIC DEFLECTION 2' �T T x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAL USING ADDITIONAL RAL ON BACK OF POST x WHEN NESTED RAL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR OR-2A THE POST SPACING WILL BE 6'-3". E RATES IN Y LINE BEYOND SHY LINE FLARE RATE FLARE RATE EU6� 30:1 15:1 ■ 26:1 144 F 214 17:1 KI13:1 7=1 r 2" SM-9.5' SURFACE C 3" BM-25 BASE COUF 5" 21-A SUB -BASE COMPACTEI SUBGRADE ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE CG-S NOTES: L THIS ITEM MAY IE PRECAST OR CAST N PLACE- 2. GDHNCiETE TO BE CLASS A3 E CAST N PLACE, 4000 IF PRECAST. J. 001ANKATION CURB IA CRITTER HIAVMrT7 A RA= OF 306 PUT OR I.ES6 CIILDW FACE OF CUM SOMA. BE PAR) FOR AS RADIAL COMBNATID11 CURB A GUTTER. 4. FOR USE TIFTH STABLUM OPEWORADED DRANA13E LAYER. THE BtkTT1DAG 4'P THE ClRB L GUTTER 9MANO T'�0 YBLHETOEPTH OFo THE F THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE COE OF CO-6 13 BAEEO ON ROADWAY CLASS FIGATIM AID DESM R ROMP PEED DESIGADR M SHOWI►- APPOM R4 THE SMTMA OF ON GS IRBAW STMOARM BE OF BETE OR ERE COMBINATION 6" CURB AND GUTTER 502 VERGIM DEPARTIAM OF TRANSF4DRTATM i I I I (RAOMIS TO BE AS I I A� AS MAINLINE ROADWAY UME NOTE 5140WT1 ON PLAAHSI AAA C �`+ �pyRA GRADUS TO BE AS MD WIA SHOWN ON PLANW NOTE 7) SDEWI'ALK ME MOTE S„ I OPTIONAL !)" j FLOW LIE I Ex 'g LICIT NOTE, WIDTH 'B" 2'-W' OR AS ' MOUE ROADWAY SHDWm ON tYPIDAL SECTION. A PLAIN VIEW MAMi3IE ROADWAY SLOPE - 10' PAPABOI-HC CURVE. EDGE B %MAX. OHU FL' OWIA �L! SLOPE Y3'WNiCE - ® ,T _ -o H+AMM.7HIE ROADWAY � _ - •- �' - � - _ _ , _ S @ S" VAN. ODUM MAIL EHATRAMCE COMTRWT OR" CHM4= WITH A PMABt1W CURVE, SECTION A - A ■ 2+UUUCa I UP MAMMLIM r_ANL NA I L FOR 9EM-RIGID BARRIER SYSTEMS. \V,/D= A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SP$CF7CILTIGM STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE ROAD AND BRIDGE STMIOMDS ROAD AND BRIDGE STANDARDS - KVMN DATE SHEET 1 OF I SHEET 1 OF 21 REVISION DATE (STRONG POST SYSTEM) W2 2"SD104 O la VIRGINIA DEPARTMENT OF TRANSPORTATION /CLASS A3 SECTION C-C Tw BOTTOM or THE Ot" AND CUTTER MAY BE COSSRICTM PARALLEL TO THE SL17fPE OF SUBBASE COURSES PROVDEID A NMNMIIAI DEPTH OF 7" I6 MAM4 Alwo. ROAR AND BRO E 57MN WM REV=( DATE SPMiET T OF T �fA3 GENERAL NOTES Y WHEN CG-1HL% USED FOR STREET COWCTDMS THE 00PI ECTION MUST BE DESKINED N ACa�AD1N� KITH AA5YHTRl POLADY AMD TkE Flu NCEL�T5�1T OF THE VWT ROAR OESMNLI MTAACE REOLVIEMEM. 2. YITLsN THE ENTRMHCE RALLt CMRgf ACCOUR40DATE TFE TURlM76 IEOIIIREHENTS AMTICpATTa HIFAYY TRUpC TRKFHC TIE DEPT14 FOR SIDEWALK B CURB RAMPS YRTFHN ('HE LMMT9 GF THE RADiSHOULD BE MHCIEASIEO TO 7". 3. MEN USED N C0NAMCnCN WITH STANDARD CG-3 CR CG-7 TI1E C{RB FADE pH THIS 57MDARD N TO �NW MOLNTAA,E CUM 4. GO-12 FOR CURB RMAP OESIM4 TO RE U50 WITH THIS STANDARD, 6, OPTIONAL FLOWLIE MAY ROOM WARPING OF A PORTION OF GUTTER TO FCECIAME PONOWC OF WATER. ENTRANCE NOTES ra. PLANS ARE TO INDICATE WREN COiSTIRII MN OF A FLOW UM IB REWIRED TO PRGVgE Fb9fT1VE IDRAMBWTE A4:RO6$ THE EMTRANGE. 7. MAILIE PAVEMENT SHALL BE CCWTIRUCTED TO THE ���NJ a. M .0 mTeMcAlM BE GRID. 1'IrE wW L!E EXCEPT FOR REPUACEMIDIT PURPOSES. 4, THE OESI RAB E MD MAXIMUM ENTRANCE GRADE CHM40U WY ARE LISTED N THE ALLOWABLE EHTRAN0E GRADE CONNECTHES. VALUES ARE NOT APPLICAME TO 'STREET ALLOWAELE ENTRANCE GRADE CHANGES ENTRANCr VOLUME GRADE CHo" "D" DESRABLE IIMI"m HMMH IgRE THAN tSGD VPD 01 3 x WE1JB11A 8yp-4SOO VPO S 3 % $ x LOW I LESS THAN WO VPD 46 x B % Iwle.' APLIOWE IJAIISTRE!. CON HOUR la InAI ARPI.HGAIIT,.E TO STREET COHIEC71DP8 SCOTT R. COLLINfitZ CD v Lic. No. 035791 � En I- Z Lu 0 u r_ Z) 0 V J - V) d _ ULLJ Z w�� C) 0_�� H� (n � w � � F- J - IH uI� ce Lu Lu S Llj 1L L9 T_ LU C z � V ^ CD w N ILLY N w� L!J UJ ZJ J w 0 Lq J w J LLJ uj C) ZT� C)i 06 ui CL LLl w J 0 1 uluj W Z W W u �If� i I..L (D 0 a Ln_r__4 u LL3 J I- � Lu r-1 uj LLI C L Ln JOB NO. 182158 NIA NIAa SHEET NO. 5 3 MDT-. a a r'I dT. TE r' , �fl b �0 R=2962.75 b 7�k �b J� 01 a � EXISTING TREE LIMITS b� 0/� LANDSCAPING CALCULATIONS: STREET TREES: TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 260 LF TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 7 TREES TOTAL STREET TREES PROVIDED = 7 TREES NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 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 PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) QUANTITY COVERAGE (sfj TREES QP QUERCUS PHELLOS WILLOW OAK 31/2" cal. 471 6 2,826 PA PLATANUS ACERI FLORA LONDON PLANETREE 31/2" cal. 422 3 1,266 AS ROTUND] LQBALIQUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM 21/2" cal. 238 4 952 UNDERSTORY TREES PY I PRUNUS YEDOENSIS YOSHINO CHERRY 6"-7ht. 1 99 1 8 792 EVERGREEN TREES MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 1 54 1 14 F 756 IN 1ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 12 528 SHRUBS AB ABELIA GRANDIFLORA GLOSSY ABELIA 24" ht. min 14 37 S18 IG ILEX GLA BRA INKBERRY HOLLY 24" ht. min 23 37 851 VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30" ht. min 22 33 726 EXISTING VEGETATION Existing trees onsite 14,645 TOTAL CANOPY 23,860 DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2'x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN, DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL SHALL BE STAKED TREES 4° CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH F'SCOTT C� R. COLLINS''r U Lie. No. 035791 � 01 '_ OIVAL w O u O z U O � Z ul U] w z W D O TREES LIP TO 4" CAL. SHA, . BE STAKED 0 EA C1 WITH 2-2"x2" HARDWOOD -AKES. _j Q TREES OF 4' CAL. OR LA:;' _P SHALL BE 0 p < z GUYED WITH 3 EQUALLY SPACED, TWISTED, j F ] AND TURNBUCKLES, LOOP HOSE AROUND Lu � a Lu TRUNK, FLAG WIRES WITH COURVEY TAPL. of ill REFER TO SPECIFICATIONS FOR J FURTHER INFORMATION H L C� wo LiJ CJ] GUYWIRES WITH RUBBER HOSE AND '-' 7 TURNBUCKLES 2/3 UP TREE Lu T.M. Fj0-24A �111=III 1 r - B - COLIRVEY TAPE. REFER. TO SPECS �/% ��i+ ur ur w to UNIVERSITY OF VIRGINIA FOUL I _ - III FOR ADDITIONAL INFORMATION. �/ V�f� � I PAVEG -5184,I V MULCH SAUCER b D.B. PG � _ � AMENDED SOIL MIX r AMENDED SOIL MIX III- -III=1 11= A / \ --- ZONING: RA 1I- 1I� I_I_II1 I T.M. 60-25A ! b 'USE: RURAL/RESIDENCE - COMPACTED SUBGRADE Ili: L O T A i8 IIIIIIIII IIhII 3.89 ACRESb Tree F l� ntinC and Staking Retail -III IU11= WALL 1-I __ CUT AND REMOVE BURLAP FROM TOP Not To Scale � c 1 \ � u�II 1/3 OF BALL A� SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH I � III -III -III -I \ 1\ FiI L AVE { b IIIIIITIIIII COMPACTED SUBGRADE - /------------- I' r — ' Evergreen Tree Planting Detail, b Not To Scale WALL io IN u z VB ----.--t-- - NOTE: LAST SPACES D© NOT _ �ICOUNT TOWARD OVERALL PARKIN �- _, . CQN( I z I ENTRANCE 1, = + 1- \ ENTRANCE ? \ { I3 7S _ 1 4).'562.4.2 1 f - --_ 1 STORY STUCCO \ /� \\ PROPOSED 1o„oo SF i EA.=•EMFI•!T n Sc BLOCK, PIi E E b 5, 1 ' 1 OFFICE (INCLUDING 3,28o SF OF = FOR BI-, LE) N - ---- 0 5,250 SF) �_: MANUFACTURING{ PROCESSING{ ENCROACHMENT EXISTING _ EC1. \o ff ASSEMBLY/ & FABRICATION (.D.B. .'1919-_7 _�1EXISTING, MEDICAL OFFICE p� BALLET SCHOOL,> :E SPACE {6+ 80o SF) WALL (2,465 SF) =IL G. /� C I ASINGS -� S _ On,, ' + PROPOSED WATER - - _ __ 1 (2) PA 1 STORY METAL F PLANTER I" ( QUALITY SWALE STEPS = 1- '• i Ct FF?AME \� 1 BRICK -�_- n7 LiN n +I'. - "1 1T�P.= t 8' O b (1)PY I _, -I —-ATRANCI �`_ %J lrr'r=` 1 F�, E1D'- (28,950 SF) C"NC, PLANTER' =TIEP§ 11 . r I I _ - PROPOSED 13,96o SF I .'v '� I_I T_ 1 1 �p 141 i \ OFFICE I,_' 1 Kip 1 STORY I �. .. \ \ RAIv11- BRICK T.M_P 60-25 \ \ �, + 56 => _j PAVED 4 - (12,175 SF) F'LA�11TE! r ROSSER ASSOCIATES 1il _ 1 I 1 r D.B. 1083- 50 \ I I 1 zo' � r D.B. 635-3D8 PLAT 1 WOOD C01\., I � , RAMP s� ; ._ � _ � ', 11 _ EXISTING 1 + 7;' I _� >'I TR Af_i (- r - I 1l TONING: C-1 COMMERCIAL OFFICE l X OFFICE SPACE=`JTFAr1, F E�Sx USE: COMMERCIAL OFFICE 1 RANCE--- - ,F_:_ . LID EXIST SA 1 � '�1, 6=.4 1 �SEWER it . i ti PA`JE_ + 1 P+ +1 t T.M- 50-25B I ` PROPOSED 2,000 SF PROPOSED z,Soo SF � � I II •' I LOT B COMMERCIAL RETAIL RESTAURANT 1 I h NCE 1 1.71 ACRES _ EXISTING STORYiL 1. EXISTING 1 (o) MG III -_ �y L =TEF.' GAS STATION/BRICK, -----' \ II AT; r- ; TREE LIMITS \ { PROPOSED 2' i ;=,:_11,,i,_ t,3 li _ t _, CONVENIENCE BLOCK I \ CURB CUT 1 T-_,,: - STORE ��35oSF CI_E�,^.r.ln�l_�T + o o0 Fa,°;!E[s = II � - �� �I FRAME (4) AS f �l 6 IG '--- i i _ -I o ° (1) PY N Y} _ � (�) PY EX STING �� WALL RETAINING _ . _ S c,a B _ L _ � - - I P�9 L O A r - — — -- �l TREE °f � 'I i' I r;F'AVEL i.l = - - �: s� '._ i ,' l ___ - B �_� (gg) IG 6 0 ..4 O - (�) PY � r - ---'� � - 1I - ' � PY -- - I - i {tF {7) PY - o n _ I_ II r T STEP',-._f IL-1-AL 1 -- -- --- --- -- L I _ r. .. - f �'� I,I {1) P y o (17) AJ3 -11- - 1 O i F AoiiE l -.thM --- - I ,1 --1 1 _ C - - o o _- Cif %/ s `;FFI - -K --4HE - - l G,II P 4 MANHOLF - - - _ f---- (7) } _ - - _iL_ I w— — --- - _ -- I OHE — - TuP= 58 0, IRf_}ICI yr --- - ---- few f „•\ L=387.3` ---- - ._ - =,o - , e • - .a� _tir - U ROCK ( ) - -.. FOUND �.J Ll ,, '�, � �e , 6 C]P v �°' / � - - - -- - - - - - -"`-' --- c , WALL {$) IG-� - -- - T t �� :ay Pi " - - - ------ - _ --- '-� PROPOSED HIGH G�� __- ------ ---- - i � E rye" r -250 - ROA - -- --- _ STONE DECORATIVE _� SHOWN --_- — l v�� E — -------------------- - -� AS 80 WIDE ON PLAT IN D.B.-- - - r- - Yw`~ WALL A.T R LIME &. - - -296-432 .I ' _ \ sat' - - - - - - - - - - - -- - -w,� - - -- _ .. -- -- - -- III , CRAP C, SCALE TOP OF DROP INLET _ __W--� -- ,a� 3a _ _ c .. - 1 y ryry - ELEVATION = 555.23 -_"_ -� r~ - _ _ - - - 1-©u� �U�� D.B. 26-432 - - - - — _. 30 0 15 30 60 120 - - - -- - - - U.S. TIN _ - _ Gk.'. — -- -- -- „� - -- - _ _ $p' WIDE ON pl-A _- _- _- - --_ - - SHOW �1 AS _ I. inch = 30 ft. Im CL Lu Ir- [j Lu 1 z CFI I-1 CY) I —I CD w 0') (N H N w< > LLi W J z > 0L ~ J w _j LD 0 W z< a � = W C} ce I..L. < w u W ui ~ u z ulF_� U) w W z W U) u W Jlie- 0 Q �n 0 0 C) C) Ln w J Lu I= w � ul JOB NO. 182158 SCALE 1 11=30' SHEET NO. 6