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HomeMy WebLinkAboutSDP201900058 Plan - Submittal (First) Initial Site Plan 2019-11-04GENERAL NOTES 1°ks Rd °Rd H 0 OWNER: CURRELL CORPORATION Yo 35 OLD FARM ROAD CHARLOTTESVILLE, VA 22902 2415 IVY ROAD COMMERCIAL vF Z SCOTT R. COLLINS 2� DEVELOPER: HUNTER E CRAIG COMPANY °B��` , 1900 ARLINGTON BOULEVARD g, Lic. No. 035i91 �' St. Anne's-Elelfield CHARLOTTESVILLE, VA 22903 �s a School BeifleldCampus (434) 974-4500 Cl\ IONAL E� ENGINEER: COLLINS ENGINEERING �17oeveopmenllLaboratory 200 GARRETT ST, SUITE K &9nw�cs< CHARLOTTESVILLE, VA 22902 REDEVELOPMENT PLAN (434)293-3719 Y Roy Wheeler Realty Co C Q sw Atlantic Research Group SUBJECT AREA TAX MAP NO.: 06000-00-00-025AO COB17/568 iaet^ Pedia Unive': °� of CharE - .. TOTAL PROJECT AREA: 3.89 ACRES TOTAL INITIAL SITE PLAN NOTE: A BLA IS BEING PROPOSED WITH THIS SITE PLAN TO RELOCATE THE PROPERTY LINE THAT9 The Market ateellair 601 QGregLefFlEr - State Farm CURRENTLY PASSES THROUGH ONE OF THE EXISTING BUILDINGS. THE NEW PROPERTY LINE WILL BED Faulconer Construction MILLER MAGISTERIAL DISTRICT pSAMUEL� LOCATED JUST TO THE WEST OF THE BELL -AIR MARKET BUILDING, AS SHOWN ON THIS PLAN. THE �� o PROPOSED BLA WILL ADD AN ADDITIONAL 0.91 ACRES FROM TMP 60-25B TO THE PROPERTY (TMP ��� � 2� Printing & � 60-25A), WHEN COMPLETE. NO IMPROVEMENTS ARE PROPOSED WITHIN THIS 0.91 ACRES. THE s Copying Services PROPERTY LINE ADJUSTMENT (AS REQUESTED BY STAFF) IS THE ONLY MODIFICATION ASSOCIATED WITH ,� ' a 0 J U THIS AREA. ALBEMARLE COUNTY VIRGINIA =� University of Vlrglnia � a U) NEW TOTAL PROJECT AREA (AFTER BLA): 4.80 ACRES / PorceDepartment U zL'r) CO Lu w Zcif ¢�, Teague Fu-� � D � ZONING: C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA), SHEET LAYOUT O z J Q ENTRANCE CORRIDOR (ARB), AND STEEP SLOPES OVERLAY DISTRICTS AS DESCRIBED IN SECTION 30 GRAPHIC SCALE 0 Q z Q OF THE ZONING ORDINANCE. THIS PARCEL IS ALSO SUBJECT TO THE ACTION OF A SPECIAL USE PERMIT > z a GRANTED IN 2004 WITH SP2004-00021 FOR A BALLET SCHOOL. SCALE: 1" = 60' 0 }o 60 120 24(, VICINITY MAP �' //� w w ° SCALE: 1" = 1000' �"� J TOPO & SURVEY: SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES IN AUGUST 2019. TOPOGRAPHY IS FIELD SURVEY \° Q PERFORMED BY ROGER W. RAY & ASSOCIATES. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN ( IN FEET) SEPTEMBER, 2019. \°\° 1 inch = 60 ft. W 0 R=2962.75 \° Py t (n DATUM: NAD83, NAVD 88 L=206.85 \° LEGEND > \° ROADS LU Of EXISTING CONDITIONS: RELATIVELY FLAT DEVELOPED SITE WITH (2) EXISTING COMMERCIAL BUILDING, PARKING, AND OUTSIDE \° EXISTING CULVERT 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 -POL \°\° N DROP INLET &STRUCTURE N0. IMPROVEMENTS OF CHANGES TO THE CURRENT USE) IS 17,425 SF. \°\ CURB PROPOSED: THE EXISTING COMMERCIAL RETAIL BUILDING WILL BE RENOVATED FOR THE FOLLOWING USES: 0S36szoo„ °\° CURB &GUTTER O, O, 2,500 SF RESTAURANT \ a \ 4jsss \° PROPOSED ASPHALT LU 2,000 SF COMMERCIAL GROCERY STORE \° CD Q \° -: PROPOSED CONCRETE o o 21,180 SF COMMERCIAL OFFICE \' \° PROPOSED PAVER OMPERVIOUS) 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION TOTAL SQUARE FOOTAGE: 28,960 SF + "\ t CEDAR BENCH MARK AR \° SS EXISTING BUILDING TO REMAIN WITH CURRENT USES: VDOT STANDARD STOP SIGN � O ` \-� ''�-� , \° � 2,465 SF MEDICAL OFFICE \ t \° T.M.P. 60-24A EXISTING CONTOUR 6,800 SF BALLET SCHOOL = UNIVERSITY OF VIRGINIA FOUNDATION D.B. 5184, 8,160 SF COMMERCIAL OFFICE ] ° NPG.139 ZONING: RA TOTAL SQUARE FOOTAGE: 17,425 SF 5 u \°\ o \°\ USE: RURAL/RESIDENCE SHEET INDEX Lu M WATER SUPPLY PROTECTION AREA: N/A POLE \° SHEET CY H COVER 1 0) WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN [ ��' �-; A°Fr SING CONDITIONS &DEMOLITION PLAN 2 CV _L -- \' NOTE : \O • E: LAST (4) SPACES DO \_ CON NOT NTTOWARDOVERALLPARKING LAYOUT AND UTILITY PLAN 3 GRADING & DRAINAGE PLAN 4 C'7 ALLOWABLE DENSITY: N/A X X X \°\ NOTES & DETAILS 5 LANDSCAPING PLAN 6 PROPOSED DENSITY: N/A PROPOSED io,Soo SF \ ' �� \° TOTAL SHEETS 6 N ~ B OFFICE (INCLUDING 3,280 SF OF 1'�1'1 \O C ) GREENWAY DEDICATION: N/A - EXISTING PAVED PATHWAY ON THE PROPERTY TO REMAIN MANUFACTURING/PROCESSING/ EXISTING EXISTING ASSEMBLY/& FABRICATION MEDICALOFFICE \° NOTES: (� SPACE BALLETSCHOOL • (2,465 SF) (6,800SF) \° CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND (V UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING BUILDING HEIGHTS: EXISTING (1) STORY BUILDING TO REMAIN. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET. \, • +• \ X o N 1 \° WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT NOTE: HEIGHT OF BUILDING OVER 40 FEET OR 3 STORIES SHALL PROVIDE A STEPBACK PER SECTION 4.20. POLE s3652o0» \° FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND Q I` \ s> Fs2> \° UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. \ SETBACKS: FRONT SETBACK: 10' BLDG. MINIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. PROPOSED \ X x DOLE II I \° THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR - OO \° 30' BLDG. MAXIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. T.M.P 60 25 OFFICEFICE osF - TO ANY WORK ONSITE. Ld UjJ ROSSER ASSOCIATES � } 10' MINIMUM FOR OFF-STREET PARKING OR LOADING SPACES FROM ANY PUBLIC STREET R/W. D.B. 1083-50 o I ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO J SIDE &REAR SETBACK: D.B. 635-308 PLAT EXISTING II PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR OFFICE SPACE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL ZONING: C-1 COMMERCIAL OFFICE O - - BE > y� i `/ J MINIMUM: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC USE: COMMERCIAL OFFICE 8,�6oSIF I I © I ° SI • � ° REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK DISTRICT: (I) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 \ PROPOSED2,00°SF PROPOSED2,500SF I - ° ° \ THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE L1J O COMMERCIAL RETAIL RESTAURANT FEET FROM THE DISTRICT BOUNDARY; AND (II) NO OFF-STREET PARKING OR LOADING SPACE SHALL BE \, I _ EXISTING °, GAS STATION/s ° WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY. B \ I _ CONVENIENCE WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE LU >!j N CONVENIENCE STORE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE o ° ° ° ° I F O a _ -------------- CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. - -, _- -_-.: - - 35os ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. J W ------- - l __ MAXIMUM: NONE °, ° o o °- __ -rt - - ; . ., ADDITIONAL NOTES: w W STEPBACKS: FRONT - FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY \-9m=as= _ ;4; _- ° ° ° ---- I =... 0 PO 1. ALL GRASS AND LANDSCAPING AREAS SHALL BE PRIVATELY OWNED Q I _ - 0 ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE "", gsa/s - - - - _ _-- ,- / - _ _ o� \`' - ° -`� AND MAINTAINED. _ 15 FEET. d / - --POLC) LU V) ELWAY � Ssm 6 - o AND WILL NOT MEET THE STANDARDS FOR SIDE &REAR: NONE - P,° °SIGN SIGN AND TRAVELWAYS <4=E� -- O ° ° ° Po E SIGN„E - - _ - HIGHWAYS AND ---n -- _ __- -_ -_-___ �,\ - - ° ° °„E,�5ro. PEAR - - -_ WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT TE J HIGHWA LLJ PRIVATE TRAVELWAYS: CURB & GUTTER AND ASPHALT TRAVELWAYS a -- g'.' G L - --- 8734 -_ - "' _ - - - - - - -- - u. 11 L TRANSPORTATION OR THE COUNTY OF ALBEMARLE. WATER v' 3 THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC L1J - - - O � I -I -__ --�-�"�V--- US ROUTE250QVYROAD) UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER \ �u -- \_"°- �- -$tl9- ___- --- _-______________________________________________ AND SEWER. - U U --- ---- ------ -- PROPOSED TRIP GENERATIONS: (ITE TRIP GENERATION, LOTH EDITION) _ __ 2,500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM) w AGRICULTURAL/ FORESTAL DISTRICT: NONE �u�"-- -_�- "'- ___ ---- -- 2,000 SF COMMERCIAL GROCERY STORE = 214 VPD (8 VPH AM & 19 VPH PM) Lil EXISTING VEGETATION: TREES ALONG THE WESTERN PROPERTY LINE AND (3) LARGE TREES ALONG THE SOUTHERN BOUNDARY. 29,340 SF COMMERCIAL OFFICE = 286 VPD (34 VPH AM & 24 VPH PM) L1J ADDITIONAL LANDSCAPING AND VEGETATION ALONG THE NORTHERN PROPERTY LINE. ----- \ 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION = 13 VPD (2 ZUj T.M.P. 76C-A-01 T.M.P. 76C-B-01 A ---------' � BERRANG, KATHI VPH AM & 3 VPH PM) 1 CANTERBURY LLC D.B. 1998, PG.378 O LIGHTING: EXISTING LIGHT POLES AND BUILDING LIGHTING SHALL REMAIN AS IS. NO ADDITIONAL LIGHTING IS D.B. 4648, PG.38( ZONING: R-1 RESIDENTIAL 2,465 SF MEDICAL OFFICE = 86 VPD v) PROPOSED WITH THE SITE PLAN AMENDMENT. ZONING: R-1 RESIDENTIAL I USE: SINGLE FAMILY DETACHED LOT U USE: SINGLE FAMILY DETACHED LOT 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) 0 LANDSCAPING: A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH TOTAL PROPOSED TRIPS/DAY: 2,372 VPD ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE RETAINING WALLS. NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. A STONE WALL, FOR w LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. SCREENING PURPOSED ONLY, IS PROPOSED ALONG IVY ROAD ADJACENT TO THE STREAM BUFFERS/FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY IN EXISTING TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) Q ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION 28,960 SF COMMERCIAL RETAIL/HARDWARE = 265 VPD 32 VPH AM & 78 VPH PROPOSED PARKING LOT. ORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITS PM) Q TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE BUILDING. OF A 100-YEAR FLOODPLAIN, PER FEMA MAP NUMBER 51003CO267D 2,465 SF MEDICAL OFFICE RECREATION: N/A ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR ANY = 86 VPD 0 PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. STREAM BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THE 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) Q CRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. NO REDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATED 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) 0 PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/1000 SF = 33 SPACES IMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. WITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAM TOTAL EXISTING TRIPS/DAY: 1,844 VPD 0 I-1 INUNDATION ZONE. RETAIL: 2,000 SF x 800/b x 1 SPACE/ 100 SF = 16 SPACES U)BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. TOTAL INCREASE IN TRIPS/DAY: 528 VPD w OFFICE: 31,805 SF x 80% x 1 SPACE/200 SF = 128 SPACES J H- BALLET SCHOOL: 8 PARKING SPACES APPROVALS DATE v LAND AREA: (TMP-6025A WITH PROPOSED BLA ADJUSTMENT) - TOTAL ACREAGE (4.80 ACRES) STORMWATER MANAGEMENT: STORMWATER MANAGEMENT FOR THE PROPOSED IMPROVEMENTS LU MANUFACTURING AND WAREHOUSE: ON THE SITE AND A 20% REDUCTION FOR WATER RUN-OFF SHALL BE DEPARTMENT OF COMMUNITY DEVELOPMENT 0 N w 1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) = 7 SPACES EXISTING BUILDINGS: 22,385 SF - 1.53 AC. (1.0%) ACCOMMODATED WITH ONSITE FACILITIES. THESE FACILITIES, AS a Lnn PROPOSED PAVED PARKING AND TRAVELWAYS: 22,950 SF - 0.53 AC. (11.0%) PLANNER/ZONING 1 SPACE/500 SF OPEN TO PUBLIC (5000 SF) = 1 SPACES SHOWN ON SHEET 4, SHALL INCLUDE IMPERVIOUS PAVERS, WATER - JOB NO. GAS STATION/RETAIL (TMP60-25B): 2,350 SF x 80% x 1 SPACE/100 SF = 19 SPACES QUALITY SWALES, AND UNDERGROUND DETENTION. ADDITIONAL SIDEWALKS: 3,505 SF - 0.07 ACRES (1.5%) ENGINEER ° TOTAL PARKING REQUIRED: 212 SPACES REQUIRED EXISTING PAVED/GRAVEL PARKING AREA: 87,300 SF - 2.00 ACRES (41.8 /o) WATER QUALITY NUTRIENT CREDITS MAY BE REQUIRED TO ACHIEVE INSPECTIONS 182158 OPEN AREA / LANDSCAPING AREA 52,055 SF - 1.14 ACRES (23.5%) THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A FINAL ARB FM WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND DEPARTMENT OF FIRE RESCUE SCALE PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 212 SPACES „ APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO ALBEMARLE COUNTY SERVICE AUTHORITY 1 =60' 96 EXISTING PARKING SPACES AND 116 PROPOSED PARKING SPACES IMPERVIOUS AREAS: 159,430 SF (3.66 AC) TOTAL FINAL SITE PLAN APPROVAL. NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15 VIRGINIA DEPARMENT OF TRANSPORTATION - SHEET NO. PARKING SPACES BEHIND THE RETAIL STORE. PAVED PARKING AND CIRCULATION AREA: 110,250 SF HEALTH DEPARTMENT 1 \ fl\ IRON OUND S \ R=2962.75 D �y L=206.85 \ MH 20' SANITARY \ ' \fl 6 SEWER \ \ \ ESMT. \ \ a �o (D.B. 2706 \ \ \ o -178) \ \ \ \ TEMP. POL ---- ONSTR. \ \ IRON SMT. \ \ SET \ C (D. 2706 \ \ 1 ) \ \ l - \ TR�� \ 3 D 00 C\a �I T/O�/ of /NC \ \, \ GRAVEL F /c _ s (O e AINV O fl 6' S62.98 \ EXISTING FENCE INVJN= ENCLOSUREAREA TO BE REMOVED NT \a TOP= 5 1 65.42 AVED 2'GRAVEL CEDAR co do fl ' EXISTING INV IN- vo ° LIGHTPOLE AND o FENCE 564.26 TOP-D82.0\/ OVERHEAD POWER POL \ V=578.5 \Lo TO BE REMOVED LEGEND: II-- w Lu U, (n _ w fl w ui ° I = fl FRAME V BI DC- 0 fl \ 6 PAV D � fl IT E CE LIGHT \ # POLE I o PAVED D \ W00 20' \20' a O e DEN \ B WALL ° Do CONCRETE ° DUMPSTER °\ UA DRAIL PAD (A)ENc X X CON C R oE°TE° °I # # # # -�# # NOTE: LAST (2) SPACES DO NOT o ° Po(E COUNT TOWARD THE OVERALL PARKING PD�e FORMERLY D a 0 ------------------------ 0� ? 'J OHE ° STATE OHE D ° ROUTE 754 ° e (60' RAW) PAVED # WATER CURB N69°07'00"W # i # # METER no 12 0. GUARDRAIL T.M. 60-24A M - \ -i ' \UNIVERSITY OF VIRGINIA FOUNDATION - ;\ \ PAVED % GRAVEL 9" o D.B. 5184, PG.139 GRAPHIC SCALE - -- \ n \ \CEDAR ZONING: RA - -\ - / USE: RURAURESIDENCE se0 30 0 15 30 60 120 T.M. 60-25�A � � P �-se0-sd0 0y ;\ \ LOT A C T \S64 RA \fl \ �, '�. \ 3.89 ACRES',, - � � o WALL \ \ x DI �; \, EXISTING 1N r EET \ i _ MANAGED �fl 43 ( ) \�� \ ° \ / � � \ �_- _- SLOPES TO 2 1 inch = 30 ft. O - -- 6p \ EXISTING GRAVEL �� 6" PIPE GRAVEL _ REMAIN fl \ AREA TO BE 556.55---------------- ------ REMOVED FOR �S, OLE _ \fl EXISTING PROPOSED IRON PROPERTY LINE v LANDSCAPING 2j FE3UND 7 \ �•;.. DI TOP- o a INV --- TO BE RELOCATED \a TOP-D 8' 9 � d 556037 560.18 0 555. 0 / WITH A BLA \ LIGHT INV IN WALL \ GRAVEL POLE 558.9 INV.IN INV .OUT GP DI TOP V=578.8 \' /� \ 555.50 555.27 b°/ 15" CMP 8:9fl _ NOTE LAST(4) PACES D T S O NO D COUNT TOWARD OVERALL PAR / \ \ INV.IN- - OP = KING DI TOP 12" -CMP INV IN 560.70 555.36E B B D o ' \ , 57.45 ° , _ ° -.o-- ° ° ° � °\dg ° DI TOP- 559.50 - = 2 '. INV.IN 555 28 558.29 INV OUT- 5550 8 \ PROPOSED BLA- 0.91 fl 555.50 ACRES TO BE RIP 6'' PLASTIC B L, SUBRACTED FROM N \ ENTRANCE INV 1N-55.68 X s RAP ENTRANCE 562.35 TMP 60-25B AND ° INV.IN= 562.42 OPDI 59.8 ADDED TO 60-25A O558.84 SIG V 5 8.4 ° �\ b 1 STORY o FENCE��y D° STUCCO \ \\ D cam` _ °B CONCRETE D o fl C o` TREE EASEMENT 8c BLOCK -- S� \ FOR BUILDING "� z (5,250 SF T DECK ( ° ° ° ° �R EN ROA HM T ° C C EN D o 8 \ \ EXISTING GRAVEL °° (D.B. 3919 �65j ° \0 AREA TO BE \ REMOVED FOR ENTRANCE a FRAME m WALL °� �/ w \ PROPOSED 562.43 BLDG. w ;\ \ LANDSCAPING INV IN DI o ;A INV IN 555.3 , �DI Ln 55 554.8 ENTR ENTRANCE I CONC. D�' 'I � \ 9„ 560.07 560.06 POLE S 6 fl 2 \ \ WILLOW CASINGS 3 3 S2' \ ~ H \ DI 4 Oo,, fl w DI TOP 6 U1 METAL , E L S \ - PLANTER '\ 1 S T � a � 2 ORY o � 556.93 I i 0 STEPS �� BRICK ENTRANCE DI EDIT P= 9.7 �8° �� BLDG w EJ i ( ) 560.07 a FRAME \ \ 28,960 SF GONG. PLANTER S Ep,S E 559.80 V 5 9.1 Z_ -� ENTRANCE �" OLE I ,\ `\ ------ BLDG. Q O AUTO 12 ' 1 V \ u INV UT 6 5 4.7 SPKR STORYFRAME 15 ENTRANCE RAMP BRICK Q EXISTING '�, '� ', TRIPLE '� BLDG. MANAGED \ \ ASH 562,43 (12,175 SF) NEW BOUNDARY T.M.P 6025 \ PAVEDLA TER ROSSER ASSOCIATES SLOPESTO \ OO I LINE FOR REMAIN D.B. 1083-50 ;\ \ PROPERTY 20' D.B. 635308 PLAT \ WOOD 11 CONC. ZONING: C-1 COMMERCIAL OFFICE ;\ S \ ' RAMP (7 - BOX ENTRANCE ENTRANCE TOP-559.36 USE: COMMERCIAL OFFICE \ -- 560.03 560.034 IN\ V- 56. \ \' ENTRANCE i INV IN 556. 0 H LID ICE PAV D EXIST. SAN \ 56240 i 554.5 556.34 B BOX \�, i Q PAVED DI TOP- T NK o SEWER i DI C 2 BBB \ T.M. 60-25B #� LIGHT ENTRANCE i LOT B 1 559:69 PO L PT \ \ DITO 1.71 ACRES I ut FENCE � POLE 562.30 io 556.77 I TB UL \ POLE o EXISTING PAVEMENT CLEAN OUT LIGHT 1 STORY # EXISTING B B GAS TO BE REMOVED METER BRICK, EXISTING LANDSCAPING EXISTING GAS FDC i INV � � BRICK, ' ° m ATM / I ADJACENT TO BUILDING TO METER TO BE WATER : CONC. o i556.24 ° ° BLDG f V'l BE REMOVED RELOCATED BLOCK & a ° / STEPS i UTILITY \'d- BOX � cs saw , � FRAME ® ° / OVERHANG MAGNOLIAS=AN01 i OVERHANG CONC. i ENTRANCE i AP ° og Do e o yap 1 °B° Un �B , --- ° MP _ -- ° ° woo / O BUSHES--------------� �� i ---- ---- �� ° D D L----------- - - RETAINING EXISTING(6)PARKING BOLLARD OVERHANG GRAVEL £ WALL \ MAGNOLIA 3 SPACES TO BE M W °° C°ONCRE°TE° °I � � � EXISTING SANITARY E OVED IGN °LIGHT. GAS PUMPS 4u, D D POLE ° SEWER LATERAL TO BE ___ CbN'C. ° - REPLACED WITH NEW £ LIGH� STEPS o ETAL D ° EXISTING TREES TOI s' O p b 6"PVC SEWER LATERAL 3 � 21 �z POLE CANOPY / BE REMOVED 8' °a WILLOW EXISTING CONC. - FEE R o ° ° o oHE OAK X, WILL W oHE o RAMP TO BE CA WM �--- - - -- - � o � ©�' � ° ° ° OHE� ° ° REMOVED NI POLE ° ,� 3 ON a D -oHE SIGN SIGN \ 15 EXISTING ASPHALT s - OH SIGN / T CLLOW PATH TO BE RELOCATED FH 0 O OHE�3� OHE RB OHE�� o SIGN SIGN I WATER OAK an POLE O SIGN U METER MANHOLE \ ° �pAVE yN LK DI >��� >�� S _ HEM B INVIN= DI TOP CURB C W (TAPS A 8 �� 3 3 EOUN OHE CURB w 5�� 4 w w w D ---- ---- = w� V i OHE T 1_t 4' W ' V 2� v 00 oHE-�� wow �0-0 PEAR w POLE w__ - -se0 sd0 se0 se0 - / IRON W 19 -0--- o w - w - - L=387. 34� -Sb9 Sb9-Sb9 -Sb _S 9 % . - WNI Se9 FOUND ROCK ;TOP=566; N71°1600„ N oHE W��w - _se0-Sd0 sd0--------------- ---- ---- -_ ---se0-Se0-se0 WALL .SIGN-OHE�OHE W-W Sd9 �Sd9 S'd9 - - - - - - INVOUT= /C"tc^S \ _ -\� OHE W �_ - Sys - - .33 -- - - - - ,' , , -ii / OHE Q E Y - - Sd - - - - - - - �� _ - -- CUR GU - - - sd0 - sd0 _ _ - - ---- ' '' , =-- - _ s BW� - - a-W _ 0_sd0 - - - - - - SHOWN ,U.S. ROUTE 250 (IVY ROAD AS 80 - - - 4" 6-W� - 432 _ Sd0 d - - - - - - - - - - - - - - - - - ---------------------------------- WIDE ON PLAT IN � Q S 9 _ _ VV�� - - - D.B. 296- ' - - - - - -- 0�s -- --- - I� , _ - - - - B. 1560 4 (kIV. IN S� d --INV UT= sd0 - - - - - -------------- _ W-565.54 5 _�S S�9 _ - _ _ ___--- TOP OF DROP INLET IN-56o 28 EXISTING GRAPHIC SCALE SdO� - - - � ELEVATION = 555.23 - - - - ROAp) FIRE LINE TO BUILDING - - INV.IN=560 ROu 250 0 D B g6_432 30 0 15 30 60 120 GAS GaS -_ GAS - Gas - - - - - - - - - u WIDE ONEP�AT IN 2 EXISTING WATER - - - - - SHOWN AS 80 LATERAL & METER TO BE REPLACED ( IN FEET ) - - 1 inch = 30 ft. AP AIR PUMP B BOLLARD CO CLEANOUT DI DROP INLET FC FILLER CAP FH FIRE HYDRANT GM GAS METER LP LIGHT POLE MIT MANHOLE MW 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 LTH 0 SCOTT R. COLLINS7� C-) Lic. No. 035791,E ZONAL t� Gwo O Z U U) CO c ` O o z U) Q O L F _ Emma No- 84111 rn M Lu Q N O C) -1 -1 z Lu V J z z 1 Q z z Lu O O J J O Lu 2: Lu Lu 0 0 66 Lu � z J O LL Lu O C� ru G V O z U 0 I --I Q X O Lu L / W J ui Lu N v) JOB NO. 182158 SCALE lit=30' SHEET NO. 2 \ fl IRON °\ OUND R=2962.75 \fl L=206.85 MIT� fl\ 20' \ \ SANITARY \ fl SEWER \ \ \ SITE PLAN NOTES: ~ w 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. w 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. I v=i 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY cn PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 4. ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ON GRADE FOUNDATIONS. 5. A MINIMUM ao' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE COMMERCIAL BUILDING. w 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. o 7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL LOCATED ALONG THE FRONT I Z \ �� PORTION OF THE SITE AS SHOWN ON THIS SHEET. 8. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD I u fl\ SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL FRAME Q fl BUILDING. BI DG- 2 LZH 0�p SCOTT R. COLLINS7� C-) Lic. No. 035791,E �����Ss GX���� ZONAL t�wo ESMT. (D.B. 2706 \ \ ' \ UTILITY NOTES: \ -178) �A 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. fl \ \ POL \ �' a. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/LAND S/L. \ oLO TEMP. \ \ IRON fl 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. w ONSTR. \ SET \ 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT& SHALL BE DEDICATED FOR AV D fl\ J SMT. \ T PUBLIC USE. o fl (D.B. 2706 \ \ fl S 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO IT \ } \ \ S3 fl NS/00 CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. E 10 fl z \ \ 6 s2 \ RTq T CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CE OLE \ O \ \ OO F VjRC N/� F T fl /ON CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. # O I fl oz v \ ��R OF /NC 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO f e PAVED 478 0 Q z \ \ \ SS F�F \fl CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. \ \ GRAVEL OTRjC �C/P\ 7. A KEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE \ \ u � � \ (� A fl FIRE MARSHALL s OFFICE TO DETERMINE THE LOCATION. Lu co \ \ EXISTING GRAVEL B OIIF °g e WOODEN ao' 2O ° o J Q \ \ REATOREMAIN / _ \ 262 R CO \� o WALL CONCRETE \fl O Q z INV.IN16° DUMPSTER ¢ \ 166', 562.98 �� A��Y �\ ° ' ° UA DRAIL PAD \ > z a \ o $ X w w \ /0 INV.IN= U) 556.39 \ Filj ONCRE°TE° \ Fq, \ 5i65..42 PAVED TOP=1 2 GRAVEL CEP \ # -� # NOTE: LAST (a) SPACES DO NOT p ¢ \ \ p0(E COUNT TOWARD THE OVERALL PARKING OE FORMERLY \ ° INV IN= _OHE °° STATE o8a VPD OHE------- -- e ROUTE U TE 7 5 4 uj Lu D \ \ POLE 564.26 ae ° �' fl\ - - PAVED a > TOP- 820 \ a EXIS G GRAVE ° (60' R/W) � I V-578.5 \ � a1 VE fl N69°07'00"W a # #� Lu'c \ WATER REA�EMAIN 128.09 ao \ I METER CURB \ i8' fl T.M. 6024A GUARDRAIL EXISTING PAVEMENT - - \ (MILL/OVERLAY) 'TYP. \ UNIVERSITY OF VIRGINIA FOUNDATION 0 - \ PAVED ZOO $' RAV L ''\ �' \fl D.B. 5184, PG.139 �w -w� ZONING: RA \ ----- �- �� TY O`EUAR _ \\ T.M. USE: RURAL/RESIDENCE -' -- \ L0 5A � � T� RAP ° seO-see-sdO \ �/ , rn rn \ 3.89 ACRES 9' 9' o N o \°Lu 9 TYP. n ALL \ TYP. ao IN. AVE 0- DI \ \ V ¢ rV o \ TY a5 AC ESS ROU \ \° 432 BUILD PIPE. AVE 18' NV.IN= \ \ s s TY 556:55OLE EXISTING GRAVEL IRON INV IN fl AREA TO REMAIN FOUND \ A Di 'TOP o �fl D J NV,OUT- 560.18 555.70 / \ J TOP=581.9 ��� IN 556.37 NV.IN ° ° WALLS ' \ V=578.8 \ Z \ PROPOSED CONC. 8.9 NV.M27 GO DI TOP= 555.50 555.27 ° ° 8.90 ° O 9�� BUMPER BLOCKS 15" CMP NOTE: LAST (4) SPACES DO NOT ° ° \ 9 NV.IN= DI TOP 12 CMP INV IN- ° DI TOP NV.IN= COUNT TOWARD OVERALL PARKING\fl w EDGE OF TYP. 560.70 555.36g g g \ PAVEMENT 57.45 ° �Dl TOP-INV OU 5 .OUT \ \ CCNC.° �B ° ° ° 558:29 INV OUT= INV.OUT ao' 555.50 555.18 �•/�� u� \ IP ° 6" PLASTIC B � \ 15 RENTRANCE ° X x ° �° \\ � INV 1N-55.68 RAP ENTRANCE 56235 DI N \ INV.IN= 562.42 PROPOSED ° PROPOSED OP 59.8 \ � J LOCATION OF STRIPED TIG ° 1 V 5 8.4 ° CYi \ z \ 18' TYP. TRAVELWAY 18' TYP.1 DUMPSTER & ° © /PARKING SPACES CONC. 1 STORY o FENCE ° D DUMPSTER PAD 9 47 �= STUCCO Q \e \ PROPOSED so,5oo SF ° TYP. CONNtRETE \° � \fl N ~ EASEMENT C) 8c BLOCK o CS END OF CG-z OFFICE (INCLUDING 3,a8o SF OF 18' FOR BUILDING O 9 z (5,250 SF) DECK \TQ O LOW CURB MANUFACTURING/ PROCESSING/ ° ENCROACHMENT 1, EXISTING ° \ \ EDGE OF ASSEMBLY/ &FABRICATION (D.B. 3919 265) MEDICAL OFFICE EXISTING ° NEW PROPERTY \0 N Q BALLET SCHOOL 4 LINE WITH RT ~ \ \ SR 5 PAVEMENT a SPACE ENTRANCE FRAME WALL ° �/ w \ \ --- PROPOSED 562.43 (2,465 SF) (6,80o SF) BLDG. BOUNDARY LINE \N ' Q \ \ CG-a CURB PROPOSED INV IN= h- ADJUSTMENT /N I > \ 555.3 I - Z I INV IN l/1 \\ \ AREA LOADING 554.8 ENTR ENTRANCE E CONC. DI POLE S3 fl w w V A 2 560.07 CASINGS 65 w J H \ WILLOW =' a � 4 ' LLJ PROPOSED HEAVY 1 D, TUr OO�E ° Ln \ STORY METAL , .. - PLANTER -50" S� 2 \ \ o , DUTY ASPHALT 556.93 '. � � i 0 6 \ TRAVELWAY BRICK STEPS ENTRANCE / OLE BLDG. Z 7 DI DI P= U 9.7` � �8' 00 FRAME � z \ \ (28,960 SE) CONC PLANTER S EPS $ 1O, - ENTRANCE I V 5 9.1 I J � O Q \ \ EXISTING \ PROPOSED 13,g6o SF ASPHALT INV UT © TYP. AUTO 9 I ETAL BLDG I U \ PAVEMENT 5 4.7 SPKR 1 STORY FRAME H w \ OFFICE RAMP DI \ ENTRANCE BRICK DI BLDG. Q 0 > \ \ 5� E 562.43 24' 18 PROPOSED L9 T.M.P 60-25 PAVED 20 (12,175 SF) --TYP: LA TER Lu ROSSER ASSOCIATES \ \ O9 ACCESS & PARKING / H D.B. 1083-50 \ \ EASEMENT ao ' D.B. 635-308 PLAT \ � WOOD � ' U � \ � Y1 a6` � ao' CONC. EXISTING 9 TYP. CONC. z /uj \ r 7 O 18 ENTRANCE ZONING. C 1 COMMERCIAL OFFICE 20 RAMP \ \ �wP OFFICE SPACE ENTRANCE �4 TOP-559.36 BOX USE: COMMERCIAL OFFICE 560.03 TRPv� ENTRANCE 8,16o SF N 560.03 O I V 56. LID / \ 562.40 i 9I V 18' INV IN- 55 9' 6O H ICE PAV D EXIST. SAN ' TYP 18 554.5 556.34 DI TYP. C 2 g g B BOX Y J016 SEWER \ \ �z PAVED T.M. 60-25B T NK oLIGHT Q \ \ PROPOSED a 000 SF PROPOSED a 0o SF ' T P. 10' DI TOP ° _ �5 _ 10 WM - POLE \ I \ COMMERCIAL RETAIL RESTAURANT ENTRANCE '� LOT B 559:69 POL _ - - - w i \ \ PROPOSED CG 1a PROPOSED 6 LIGHT 562.30 i o D5156.77 1.71 ACRES �4 TB EXISTING C1 E STORY T 0L�#E POLE ~ U \ \ \\ HAND. RAMP CONCRETE SIDEWALK PROPOSED EXTERIOR a 55403T- O B B GAS GAS STATION/ g ° I U O 4 METER _ BRICK, PROPOSED PROPOSED CG 1a i CONC. 9� ° , N5024 CONVENIENCE BLOCK 8c ° BLDG ° f ul W I - STORE a HAND. RAMP BRICK PATIO (6a5 SF) � EPS ° ° ° ° ° ° \ i POTENTIAL FUTURE CG-a CURB i 'R Sa i i FRAME 3 18 , a, o S F w J TRAVELWAY OVERHANG OVE HANG T i - _ PAVED i 35 _ I ENTRANCE i -, AP ° ° Q WOO OU _� EXISTING TREE � � \ Say i i °° ° ° _ ° ° g B° BI_ Z W CONNECTION TO LEAN W I ------ --=a---�" m i TO REMAIN i ---- _ _ _ ° ° ° °° ADJACENT PARCELS _ -- -� PROPOSED ------ ----- - _ _ _ - C A G TO THE WEST - 10' - j� �_----- _ - RETAINING YH ° O 1,� ACCESS S GyF{�' \ y� TYP. - - - GAS PUMPS o i c,� B01 LAA-7 _ GRAVEL WALL ° I C%� 04 z R EASEMENT - - - IGN LIGF4T V �s 9 9' - EXSTTT�Ci---- I 5` - -- - - ASPHALT MW POLE ° 5'R v ?°°R - - - - - LOCATION OF PAVEMENT O ------ CbN'C. ON ' ° ° C° CRE°TE' °I NEW 6" SAN. 3 < - _ _ _ - - Q < / _ 3 EXIST. FIRE e - - - Say INGRES /EGRESS_ - r- , LIGHT STEPS ° ETAL J W \ / SWR LAT. PROPOSED BRICK age - �3 LINE - - - - - - - 9, i8, 1a �4LE- o, CANOPY 18 _ _ 5�� > �ERVIOU TYP: -1 yv. PE ° ° ° 385 VIRD 1,o8a VPD OHE ° ¢ t OHE ° LL i / _ PARKING SPACES BKDGSETBACK = OA o - - ° oHE 3 3 O �_ - � W --____________ ��LN ° OHE °POL°E �-OHE IGNSIGN ° ° ° „- PROPOSED HEAVY \ _ _ - �', -- - -r - -� , SIGN S LL _ _ _ OHE ° ° JGN DUTY ASPHALT \ 5 - 6 O GSETBAGK = = g7.57 O OHE�OHE O SI I WATER TRAVELWAY - - - O - G&PARKIN an POLE OHE URB GN METER O FH ,v�o o \\ �N.BL S B SIGN MANHOLE ____ - - so 905 VPD = DI TOP= CUR _ C TOP=56&06 _ ------a 3. FOUND ? - -oHE CURB w --wINS�� 4 - W - - - - - -W - - w - B w N DI U w w 0 -_ LID SEALED 0HE w�W - n'UUPEAR- - w o u Lu IRON 70 WM oHE L=387.34 -sd�-sdO sd� see sd� -see - - - MANHOLE 0 �g7. POLE - - - - Se9 -SeO FOUND q pI _ -S�9 \ / ROCK \ TOP-566. N7 1°q 6 0 VV OHE N OHE -w�` w _ Sd9 Sd9 Sd9 Sd9 - - - - - - - - - - - - - - - - - - --Sb''J-Sb9 Sd9 Sb'9 Sd9 Sb'9 J WALL SIGN �oHE� wow- sd�_sd�- - - - - - - - - - - - NVOU33 T� Lu \\a%P OHE O OHE -w - - Sd9 Sd9 = - - _ui & GUTT R w Sd� _ - - 0 p w_ CURBNEW 1" WATER Sd� � Sd� _ - - - DISTANCE TO ,U• S. R UTE 250 IVY ROAD � N Sd� - - - - NEAREST - - - - - - - --------- SHOWN AS 80 WIDE ON PLAT IN D.B. 296-432 4" w�= - S,,, LATERAL&IMI - - WATER LINE & - - C 2 4" I I�/�9-�1-T� - - a �n Sd� - INTERSECTION = 416' _JOB NV. IN = -- �6-0.F6 �sd9� -- -- --- SI - Sd� - Sd� SdO - - - - PROPOSED 3_H (D. B. 1560- 435) 82 No. 560.55w - -Nv uT= _ - - _-------- - - 1821J�(7 E WALL PROPOSED 5' BE1 inn n r�IN -w�TO�565.54 5 .4ZS _ - - - - - - - ------ ---- TOP OF DROP INLET �Sd9�Sd9 _ --- /SIN F560.28 0AD) - ASPHALT PATHWAY --- GRAPHIC SCALE ELEVATION = 555.23 SCALE Sdg -SdO _ - - INV.IN=��6o 19 IVY FZ - - - oAS�_ _ - - - -� U S. ROUNEPLAT II D.B. 296-432------------ 30 0 15 30 60 120 ft - - SAS - 0 --GISO-A- ---- SOO N AS 80 WIDE W SHEET NO. _----- ( IN FEET ) - - 1 inch - 30 ft. 3 IRON OUND c. 6 SANITARY SEWER \ \ \ ESMT. (D.B. 2706 \ \ \ o -178) \ \ fl \ \ POL TEMP. -- ONSTR. \ \ IRON fl SMT. \ \ SET C (D.B. 2706 \ \ \D OF /NC \ \ GRAVEL \ SEC \ TR fl Cl s fl \ (0. e pCI�iFR ' \ \ -----\ 202CC \ fl .1N=--------- - 562.98 INV.IN= E ° 556.39 \' 5 TOP PAVED 12' D\ \ 65.42 GRAVEL CEDAR \ INV IN= D \ \ \ P^CTLJt _ 564.26 fl TOP- 82,0 \ \ I V-578.5 T.M. 6024A ;\ \ _ \ UNIVERSITY OF VIRGINIA FOUNDATION PAVED RAy L g,r ` fl D.B. 5184, PG.139 EDAR _- ZONING. RA \ \ T.M. 60-25� RIP fl USE: RURAL/RESIDENCE :\ \ LOT A 0/TCy 64 _ RAP :\ 3.89-ACRES`' _ \fl \ \ DI_ ALL O �\ c) p \ 6„ PIPE AVE n \ sue' 556:55 OLE- _ u,��� \\ \ IRON fl INV IN FOUND \ DI TOP o fl D -"'�� INV,OUT= 560.18 ° 555.70 _- -- - -__--- \ TOP-581.9 8 9 556.3-7 WALL 0 _ Nv.IN NV.QUT QI__TOP V=578.8 \ , o 555.50 555.27 8.9fl fl 15" CMP NOTE: LAST (4) SPACES DO NOT \ DI TOP 12 CMP INV IN- o COUNT TOWARD OVERALL PARKING\ / V.IN= 560.70 555.36E g B DI TOP 55.28 o \ 57.45 a �D,Ag 559.50 555.28 \ 558DI OP INV OUT= INV.OUT ao' fl / B 555.18 \ 555.50 RIP ° 6" PLASTIC B \ 1 ENTRANCE x RAP ENTRANCE 562.35 INV IN-55.68 fl IDI NVJN- 562.42 0° � OF 59.8 O', \ SIG I V 5 8.4 0 °. 0 © 1 STORY FENCE \D mm a 4 ° D° = STUCCO \ \ \ PROPOSED 10,50o SF ° EASEMENT C) 8C BLOCK - COIN'CRETE o OFFICE (INCLUDING 3,28o SF OF ° a a' \ FOR BUILDING (5,250 SF) ;\ MANUFACTURING/PROCESSING/ ENCROACHMENT 1`� EXISTING a D DECK T \ ASSEMBLY/ & FABRICATION (D.B. 3919-�65) MEDICAL OFFICE EXISTING ° ti O \ a SPACE BALLET SCHOOL \ RT FRAME WALL T ENTRANCE __ C 6 80o SF (, ) 0 \ 1 z 6 SF BLDG. ,4 ,\ 5 `\ 562.43 \, ,A INV IN= DI `\ 555.3 '� � � fl C 554.8 ENTR ENTRANCE CONC. DI � r E 560.06 POL S \ \ WI9'0 560.07 CASINGS � 3052 H \ a 4 00' fl ' \ PROPOSED WATER METAL DITOP- , :: -�L E 0 '\ QUALITY SWALE 1 STORY STEPS 556.93 --PLANTER° S�0 2> \ \ \ BRICK ENTRANCE 00 FRAME fl (28,960 SF) CONC. PLANTER - ENTRANCE V 5 9.1 OLE BLDG. \ SERS '\ METAL PROPOSED 1 6o SF IN UT Q AUTO \\ 5" OFFICE 5 4.7 SPKR 1 STORY DI �9 BLDG. FRAME iR L ENTRANCE RAMP BRICK DI BLDG. 562.43 T.M.P 60-25 ;�\ \ A IT PAVED \; O (12,175 SF) LA TER ROSSER ASSOCIATES D.B. 1083-50 20' D.B. 635-308 PLAT \ \�`, WOOD AMP➢ 7 Y1 -� CONC. EXISTING CONC, R ZONING: C1 COMMERCIAL OFFICE � OFFICE SPACE ENTRANCE TOP-559.36 BOX ENTRANCE \ 560.03 g 16o SF 4 LID OFFICE 560.03 O INV I V 56. 6 H ICE PAV D ENTRANCE i I V INU IN- 556. 562.40 B BOX EXIST. SAN \ i z 5\.5 PAVED 556;34 DI C 2 O B B° SEWER \ PROPOSED �,000 SF PROPOSED 2,50o SF ; = T.M. 60-25B WM DI TOP T INK OUGHT \ COMMERCIAL RETAIL RESTAURANT ENTRANCE ' LOT B 559:69 POL °0 I POLE / I 562.30 i � DI TO 1 .71 ACRES II TB CLEAN OUT PT 0 UL FENCE LIGHT \ 556.77 1 EXISTING 1 STORY UL \# POLE \ INV OUT BB GAS - GAS STATION/ BRICK o PROPOSED 2' 554.3 METER INVOUT ' ATM o I CONC. ° CONVENIENCE -556.24 BLOCK & ° CURB CUT ' EPS iSTORE D BLDG D a� ; , FRAME ' - OVERHANG OVE HANG CLEANOUT CD PAVED S �, 2,350 SF _J r ENTRANCE i AP og ®B° °B Q ° W00 / --- W ° A '--- - ---------- °� a. -- r ° ° ° a ° I RETAINING D / e ° OVERHANG £ WALL 4 ° , . \ ` S BOLLARD GRAVEL = GR D S M / - °LIGF4T U GA PUMPS POLE� ° C°ONCRoE°TE°° _-- - -- 0 p/� - f -----Fm CG°N °°- ° --- S °> 12 P4LE- CANOPY STEPS ° - - Q ___ D -a HE 0 OHE WILL W OHE' , - - -� v_------------------ / ° ° ° °-PU , �OHE GN SIGN O L°E ° � � _ SIG S WM - � � S W °° ° OHE N - - - - - 57 FH O O EOHE OHE� O SIGN WATER GN ° - L 97. £ H METER y = C POLE O E °H URB SIGN MANHOLE S B S --- - TOP=568.06 - ---- --- 3 FC3UN� -or+E CURB wINS�� TOW W .L _ - - I --------- OHE D ? U �W W- - - - - 4 W D B WSW \ (LID SEALED) _ - - - �oHE w�W - �0-007 - - - �W�w \ r 0' IRON CG- �NPO,LE - ^1%q 1g7 �fl - t/dM POLE oHE� w - w�W- - L=387_3�4 P�se�-sd�-sd� sd� see sd� see -see -see -set -see - - FOUND ROCK \ =566; N / 1'10'00n OHE N OHE -w�_ - Sd9 Sd9 Sd9- - - - - - - - - - - - - - - WALL SIGN -OHE� _W�_ w- Sd9 =Sd9-Se9 - - - - - - NVOUT= a P OHE P OHE TER =�W Sd9 Sd9 - -- __- URB �- _ - Q - - 4„ 56= =w&mow_ - �W �Sd�-Sd� _Sd� _ sd�-Sd� _ S�' - E & - - - - - - - - - - - - -- -SHOWN AS 80 UWID E ON P AT INvROAD _-- ----- - -- -- W �sd0 WATER LINE D.B. 296-432 C 2 4" I I/�9-�1-T_ _ - INV, IN Sd0 SI Sdq - (D.B. 1560-435) 560.55w - -1NV UT= �sd� _ _ _ - - - - _ _ - - - - -------------- IGI Sd� W�-wTO�565.54 � ��S _ - - _ _ _ - - - -------------------- TOP OF DROP INLET sdq c1y=56o.28 _ Ap ---- GRAPHIC SCALE - sd� ELEVATION - 555,23 Sd�-Sd� - _ _ _ - - - - - INV.IN=560.1� _ O f�vlY RO 2 ------------- _ - - - GAS _ - _ - - ROUTE 25 \ D.B 2g6 43__------- 30 0 15 30 60 120 _ - GAS U.S. PEAT IN_-------- �GAS-GAS _____---- _____---- p, WI�� QN__--- _ SHOWN -AS 8 IN FEET ) - - 1 inch - 30 ft. LTH �7 SCOTT R. COLLINS Z L-) Lic. No. 035791 ZONAL E� z O L CO� Zw c o � 0 O < cn L F _ I=tea z a- Lu Vl z H� 1 z Lu z G Q LL 0 Lu j (D LU Q > z Lu 0 Q Lu clC LL M 1__I H-11 LL z Lu Q�/ LL 0 U 0 0 > L • W J W � � 0 w N = JOB NO. 182158 SCALE lit=30' SHEET NO. 4 NOTE: 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 CONTRACTOR 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 CONTRACTOR 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 WI TH THE TEST RESUL TS FOR APPROVAL. 3. 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 MAY BE REQUIRED AT LOCATIONS 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 VDOT 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 CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT 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 (VDOT). 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 3.• 1 OR BETTER ARE TO BE ACHIEVED. 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 Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES (1, 2) INTEGRATED DUCTILE IRON _ CRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE NANUFACTLIRER 3J VARIAB_E INVERT HEIGHTS REGCMMENDATION AVAILABLE ;ACCORDING TO (L'IN. VANUFACTURING P LAN°:TAKE OF-) REQ. SAME AS MIN. SUMPy 14VARIOUS TYPES O F INLET d OUTLET ADAPTERS AVAILABLE: 4"- 30' FOR CORRUGATED HOPE (ADS N•' 2; •1ANCOR DUAL WALL, ADSfHANCOR SINGLE'INALL], N•12 HP, PVC SEWER.;EX; SDR 35). PVC DWV (EX: SCH 40). PVC C90NC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRLGATED HDPE SHOINNj 1 - 6'-3D' DOIIE 3RATES SHALL BE DL CTILE IRON PER A67M A535 CRADF 70-5 ;%. 2 - 8' 6'0' OOVE GFI'IT ONTO -HE DRAIN BASINS WITH THE USE OF A PVC B-DDY -OP. SEE DRAYANG NO. T701- 1D�'A5. - DRAIN BASIL -0 BE CUSTOM IV AN J PAC-UR E ] ACCOR DING TO Plm DFTAIL S. R IS -IRS ARF VFF DFC FOR BASIN: OVFR ad' CIF TO $F IPPING RESTRICTICN3. SEE DRA'i A1NG N•O. TC01= IX6S 4- CRAINAGE CONN ECTICNE-UB JC 14T IG-TNESS SF ALL CONFORV TO AS-L1 D3212 FOR CORRLCATED HCaE ;A03 V-12!FANCOR DEAL VJALL), 11-12 HP, & `VC SItViLR ("- 24';, 5 - ADAPTERS CAN BE IIDUNT ED'ON AN"ANG LE E TO 36P. TC DETERMINE V INIAILIM ANGI F BFT'N.-FN AL•APTF;iS SFF ORAL'OING NO.7001- 1s,717, -X' DOME CPAT LS ip:'E 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 ROADWAY IT 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. 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 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 TRANSPORTAION 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. PA V/EMEN T 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 PRIOR REQUIRED GRADATION FOR TYPE l ll Ill Q OR T TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL 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 ROADWAYAS 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" 2" R CURB 6" STANDARD CG-6 CURB & GUTTER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (5' MIN.) 4" CONC. ii �i i i 4 , V�%A�%A�%jam%AN 4 ° ' 'd%��%��7 A7 >/ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE NY. 0 1 AST (5)ADAPTER ANGLES VARIABLE 0' - 260' ACCORDING TO PLANS 1 (3) VARIABLESUMP DEPTH ACCORDING TO P-AWS 6..L' V. ON 8" .24.. ' p" IAA N. ON 3C" 4"VIVONS'-2 t BASEDONIMANUFACTURINGREQ. ' 5'MINONK' 0--3(r SEE 'RISER FOUNDATION NOTE' ON THIS SHEET FOR DETAILS OF THE REINFORCED CONCRETE FDUNDATI ON. CONCRETE FOUNDATION BEDDING & BACKFIILL SHALL BE COMPACFE❑ UNIFORMLY IN ACCOROANCE WITH ASTM DMA, CON TRACTOR SHALL CONFIRM RISER INSTALLATION MEETS MINIMUM MANUFACTURER SPECIFICATIONS. APPROX. DRAIN .AREA=194.60SO1V APPROX. WEI GHT'dWITH FRAME =124.00 LBS 024.75 0 28,5C DI MEN$IC NS ARE FOR REFS RE NCE ON-Y -HIS PRINT DISCLOSES SL BIECT NATTER IN 4HICH DRAWN BY ERG MATERIAL 3130 VERONA AVE AQ%AL 01 MEN$IONS MAY VARY NYLCP AST •{AS PROFRIETARY 913PT3. -HE REGEIPT BUFORD, GA X518 DI MENS IC VS ARE IN INCHES GRATE MEETS H-20 LOAD RATING OR 'OGSEGSION OF THIS PRINT DOCS VOT CON-_ =P -RANSFE R. OR LICENSE THE USE OF TFE DESIGV 0 DATE N&W DUCTILE IRON Nylo 1 r3 C{ PIN 17701912.2443 FAX 11101932.2A9d REALITY; MATERIALS SI-ALL CONFORM TO ASTM A536 GRADE 7G,5O.05 ECHNICAL IIF CRMA-ION SHOW4 HEREIN REVISED BY EBC PROJECT NOAIA.ME J a aLl�7 a y.A.,,.m,loplaso-us.c� REPHODJC-ION CF T•115 PRIHTORAN+' INFORMA-ICN TITLE PAINT; CASTINGS ARE FJRNI SHED l'JITH A B_1CK PAINT CONTAINED HEREIN. CR MANL=A:T IRE OF AIJ" LOCKING DEVICE AVAILABLE UPON REOL EST SEE DHNAI NG NO. ART ICLE F EREFRON FOR TIE DISC -CS JRE TC OTHERS DATE 3_1)16 24 IN STANDARD GRATE ASSEMBLY -TYPE B 70V-1`A24 IS FORBIDDEN, EXC EPT BY SPECIFIC 'A'RITTEN RMISSION= PEH(F•1 NYLOFLA5T,'1N'ru:v..I DWG SIZE A SCALE 1,10 SHEET 10F1 BWG NO. TI01.11p@11 REV C CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CUB CUT RAMP 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR S R R DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12�1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. l 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 1' 4 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO B THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10%1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE N0. 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1/z'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5, MIN M A% 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12� BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAXI AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY AL A HIGHWAY FACILITY CROSSES I CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TPNGENTIAL SECTIONS PROVIDED THAT _12 MAY THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND > THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 121 MAX- PERPENDICULAR TO THE CURB. 5.MIN ** 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MN AT )K . 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT *MC ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' z 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' z 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -.I"000- THEd WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - $ O O O O O 0 00 0 0 0 0O O T}LANDING RAMP0 0 00 0 0 0 0 0 l a 0 0 0 0 0 0 0 0 0T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50%-65% 61 BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP IPMETER DETECTABLE WARNING o AT BACK OF CURB _ 0.9"-1.4" I _ VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. r- BASE DIAMETER r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1VD07 CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-2 NOTES( 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS ", , '�I 2' R A (ALONGFACE OF CURB) WILL BE PAD FOR AS I{� RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH �'• AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM e,• ,A. OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. C OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO AD,IUS7'MENT N THE PRICE BID IS TO BE MADE D,' D•' FOR A DECREASE OR AN INCREASE N DEPTH. g CG-2 IS TO BE USED ON ROADWAYS MEETING 5' A•, 1%, THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, ,( D.� • D.� • D ' •. •. IN THE SECTION ON GS URBAN STANDARDS. • G • D,'TDI'TD D.D.D RADIUS D • 60 Y D. D. SURFN A ;e•. •� •�' BASE ;A _ ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION A - PERMISSIBLE CONST. 5'MIN. JOINT gi - L A {J TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STD. CC-2 BACK OF CURB 12 1 48= 1 M 20 ' 1 4B= 1 M 2' E : - � � d MI N. SECTION A -A NOTEFOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR P I T AP L C A ION ROPDWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB fi" CUPS D 2 4 1 2 5 2 3 5 3 3 6 4 4 B 5 5 10 5 14 13 15 8 15 5 NOTE= THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLE55 OF THE SLOPE. TYP. NO. 8, 89 OR 9 AGGREGATE IN OPENINGS BETWEEN PAVERS EAGLE BAY AQUA BRIC TYPE 4 "L" 3-1/8" THICK FOR VEHICULAR TRAFFIC BEDDING COURSE 2" THICK (TYP. NO. 8 AGGREGATE) 4" FILTER COURSE (VDOT No. 57 CLEAN STONE) OPEN GRADED, CRUSHED AGGREGATE °�° 08, 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) 0000c CRUSHED AGGREGATE BASE COURSE TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALENT 2" SM SURFAC 8" 21- BASE C COMPA( SUBGRF NOTE: 1. EACH LAYER/LIFT OF NO. 2 AND NO. 57 STONE REQUIRES A MINIMUM CENTRIFUGAL FORCE COMPACTION OF 53,000. 2. CONSTRUCTION & PREPARATION OF PERMEABLE PAVERS, STONE BASE AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE w/ MANUFACTURER SPECIFICATIONS. 4" 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 AND/OR MANUALLY WASHED. 3. 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-9.5,' SURFACE C ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET ExISTINC FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIM14SIONS AND SLOPES ARE AS NOTED. � r e 12 1M 5 �`N K rx 2' M`4 AT ,T , 2" HIGHER THAN [1 EDGE OF PAVEMENT ATXW .SAME AS TOP OF CURB THIS COMBINED fPARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN HE USED WITH ADJDINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A WITH A WARPED SURFACE. LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK CG-12 DETECTABLE WARNING SURFACE ELEFFERENCEERL L R TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 VIRONIA DEPARTMENT OF TRANSPORTATION sot GR-2, 2A 27-Y4" MIN - 28)'4" MAX RAIL HEIGHT 6'-3" 6'-3" x II II II J J IJ SURFACE GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' BASE SUBBASE NOTES( GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT,AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /a" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RNL SHALL BE MAINTAINED AT A HE OF 27)t4" MIN - 2BY4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 21 �1..�ia1' ��v��+• ter. II II II II II J IJ IJ J IJ GR-2A (3'4/2" POST SPACING) MAX DYNAMIC DEFLECTION - 2' Eff Eff A, OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL 5 PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15+1 lF 60 8' 25:1 14:1 Rt 50 5.5' 21:1 11:1 # 40 5' 16 �1 8�1 • 30 4' 13:1 1 7:1 3" BM-25 BASE COUF 5" 21-A SUB -BASE COMPACTEC SUBGRADE ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AS IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SMALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D , m • e 1,yY • s A • A • • A • s A • • A A• • --------- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENOE COMBINATION 6" CURB AND GUTTER D5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I I I IA (RAMS TO BE AS I III` xx STREET APPROACH SALE SURFACING I AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) sI C C I I - - - - - - - r _ I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) / CURB AND GUTTER CG-61(SE NOTE 7) SIDEWALK I (SEE NOTE 2) 8 I w l �' OPTIONALg„ ---- I LOW LINE EXPANSION I H EX JOINT o JO NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A-J PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE EDGE OF SHOULDER OR OPTIONAL FLOW LIE 8X MAX. D SLOPE MAINLINE ROADWAY=2.F��] D MINIMUM 5' MIN. COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A • SUGGt51tU MAAIMUM YLAKt KAlt FOR SEMI -RIGID BARRIER SYSTEMS. xv=r xVDC7T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION ROAD AD BRIDGE STANDARDS ROAD AND BRIDGE STPNDAR05 STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE REVISION DATE SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 502 201. 11 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 IAML B CLASS A3 CONCRETE - SECTION C-C THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTANED. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 GENERAL NOTES 1. WHEN CG-111S USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADF CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK & CURB RAPS WITHIN THE LIMITS OF THE RADI SHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7 THE CURB FACE ON THIS STANDARD 5 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATKN. 4. SEE STANDARD CG-12 FOR CURB RAP DESIGN TO BE USED WITH THIS STANDARD. 5. OPT10 FLOWLINE MAY REWIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRANAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) a. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHARGES D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 X MEDIUM 500-1500 VPD 5 3 X 6 X LOW LESS THAN 500 VPD SOX 6 X no I It' Au- It. I I APPLICABLE TO STREET CONNECTIONS METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION OSCOTT R. COLLINS-Z' Lic. No. 035791 ,1�, '�e I�NAL E z Q LD ti W CM Z M ,--, N U) co F<I� I1 z d7 I --I N N I w z J uj J z W O J _j �1 O _�j Lu LL U J 0 06 Z w U oC w w ~ O w Q z ~ U v! ce W LU Z w � 0 U U 1 IIIIIIIIIJ w LNI� LL_ O J <• V O N I�I� _ • W Lu Lu W [V m JOB NO. 182158 SCALE N/A SHEET NO. 5 105 502 IRON OUND S _lp R=2962.75 a \, L=206.85 \ -- fl LANDSCAPING CALCULATIONS: TOTAL PROJECT AREA 4.8 AC): 209,088 SF CANOPY REQUIRED 10% : 20,909 SF PROPOSED TREE CANOPY: 23,860 SF 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 ? MIT � ` - �-- Jv \ \D NOTES: 20' \ o SANITARY \ 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION SEWER ESMT. (D.B. 2706 -178) TEMP. ONSTR, S M T. (D.B. 2706 1 1 \ OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER \ D THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE \ \ \fl VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD \ \ POT EXISTING \ AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. \ \\ IRON TREE LIMITS ° SET 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE \\ \ \D C4 MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND \ \ \ TRH TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE Sp PLANT. \ \ N S OR \\ \\ S68 6S2oo' CCC TAT/O O R T N �JH 00� � zCOTT R. COLLINS'Z ,T-) Lic. No. 035791,�L- ZONAL E� \ Cj FEE FR of ; \ GRAVEL 3' CTR k C, J \ Lu (4) MG O e /JO^' fl 1 DOUBLE STRAND #12 GAUGE WIRE TREES UP TO 4" CAL, SHALL BE STAKED p U '. O II WITH RUBBER HUSE & TURNBUCKLES VV� \ \\ I WITH 2 2"x2" HARDWOOD STAKES TREESz � \, Co 2"x2" HARDWOOD STAKE ❑R LARGER SHALL BE O p GUYED WITH 3 EQUALLY SPACED TWISTED, F- 6 CUT & REMOVE BURLAP FROM TOP -\\� j z \ \ (2)IN q fl� 1/3 OF BALL AS SHOWN �- - AND TURNBUCKLES, LOOP HOSE AROUND LLI ® F TRUNK. FLAG WIRES WITH COURVEY TAPE, U) 0 F/\D -�_ \ SCARIFY SUBSOIL TO 4" MIN. DEPTH \ �� REFER TO SPECIFICATIONS FOR DI r ; �,6E d2�� (1 PA AVER - 12_ f MULCH SAUCER ��i/� ���0 FURTHER INFORMATION \ GRAVEL CEDAR fl FINISHED GRADE /\ �/I // u ; \ INV I2 6 J STAKED, YYYIv%\\�0 I \ \ \ I TREES UP T❑ 4" CAL, SHALL BE STAK D POLE TREES 4" CAL OR LARGER SHALL BE �/Ice LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sfl QUANTITY COVERAGE (st) TREES QP QUERCUS PHELLOS WILLO OAK 31/2" cal. 471 6 2,826 PA PLATANUS ACERI FLORA LONDON PLANETREE 31/2" cal. 422 3 1,266 AS ROTUNDILOBA LIQUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM 21/2" cal. 238 4 952 UNDERSTORY TREES PY PRUNUS YEDOENSIS YOSHINO CHERRY 6'-7' ht. 1 99 1 8 1 792 EVERGREEN TREES MG MAGNOLIA GRAND IFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 1 54 1 14 756 IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 12 528 SHRUBS AB ABELIA GRAN DI FLORA GLOSSY ABELIA 24" ht. min 14 37 518 IG ILEX GLABRA INKBER Y HOLLY 24" ht. min 23 37 851 VB VIBURNUM BURKWOODII BURKW OD VIBURNUM 30" ht. min 22 33 726 EXISTING VEGETATION Existing trees onsite 14,645 TOTAL CANOPY 23,860 TOP- 820 \GUYED H HOSE GUYWIRES WITH RUBBER HDSE AND ;- C 21 TWISTTED,IT123GAUGELWIREWITD TURNBUCKLES 2/3 UP TREE V=578.5 \� O D 1 HT. ❑F T AND TURNBUCKLES LUUP HOSE - - \ l AROUND TRUNK ABOVE BRANCHES �` ��� 2"x2" HARDWOOD STAKES, ALIGN - - AS SHOWN, FLAG WIRES WITH / - ` s \n T.M. 6024A lily _ 11� COURVEY TAPE REFER TO SPECS TOP OF STAKES UNIVERSITY OF VIRGINIA FOU -� FOR ADDITIONAL INFORMATION, y0� U // \ PAVED --_ _ � \ '-V� I� ly '/ I MULCH SAUCER ;\ RAV L 9 ` n D.B. 51 84, PG.139 OI�I III- 1=III=III IIIII AMENDED SOIL MIX -�// I( ' _'�, AMENDED SOIL MIX V USE RURAL/RESIDENCE COMPACTED SUBGRADE T.M. 60-25� RIP ZONING: RA=III / V :A A LOT A 0 D11-61 64 _ RAP II II II II=11 \\ 3.89 ACRES', 0 o �o Tree Planting and Staking Detail -III II=III= \ \ 5 DI w ALL C \- CUT AND REMOVE BURLAP FROM TOP O \ 68 Not To Scale - 1/3 OF BALL AS SHUWN 11 c� �� fl I III - - - SCARIFY SUBSOIL TO 4 MIN, DEPTH _ AVE \ \ 6„ PIPE III III III III III II COMPACTED SUBGRADE I INv.IN -- ° Illllllllll sue' 556.55 OLE _ IRON \ Evergreen Tree Planting Detail \ D1 TOP �o o INV IN= FOUND fl D �� NV,OUT= 560.18 555.70 Not To Scale TOP=581.9 �,v>Juv [ N 556.37 NV.1N NV.OUT WALL G# DI__TOP- \ V=578.8 \'` ��o Q k € (1o) IN 8.9 555.50 555.27 ° 15" CMP 8.90 fl \ 9� �c (23) VB NOTE: LAST (4) SPACES DO NOT \ / \ ""�uu �' V.IN DI TOP 12" CMP INV IN= DI TOP= INV IN- COUNT TOWARD OVERALL PARKING D \ Q € 5� 45 560.70 555.36g g ° g ° 0\'�g. �Dl TOP- 555 28kk559.50 \ \ C�NC �g ° INV OUT= NV.OUT 20' ° 558:29 555.50 555.18 o g B \ 6„ PLASTIC RIP ----- ENTRANCE ° -0 �� fl \� \� k INV IN 55.68 RAP ENTRANCE 562.35 DI x 4 \ '\ 3'rmc+'1` atF g INV.IN= 562.42 0° � OP 59.8 SIG I V 5 8.4 -- - �© 1 STORY A.�FENcE STUCCO ° PROPOSED 10,50oSF ° EASEMENT & BLOCK - COIN'CRETE o �� \o O a OFFICE (INCLUDING 3,28o SF OF Q FOR BUILDING z (5,250 SF) ° DECK \TRO \ MANUFACTURING/ PROCESSING/ ENCROACHMENT c� EXISTING EXISTING m ASSEMBLY/ & FABRICATION (D.B. 3919-�65) r 'MEDICAL OFFICE ° O ENTRANCE a SPACE BALLET SCHOOL \ FRAME ° WALL RT� T 562.43 (2,465 SF) (6,800 SF) BLDG. 1 /OjV INV IN= DI \ / n '`\ _ - fl / l ,V A + X O 555.3 -� cD 554.8 ENTRANCE I CONC. DI LD VA - ENTR 560.06 ' I POLE fl \ \ 560 07 CASINGS 3 = S36S20 MH U DI 4 0' \D k PROPOSED WATER DI TOP \ (2) PA o 1 STORY MOTAL 556.93 PLANTER D� SOo F 62> c QUALITY SWALE STEPS 0 FRAME (1)PY u,,uBRICK _ ENTRANCE 'DIT P= 9.7 8' 0 BLDG. \ `. (28,960 SF) CONC. PLANTER S EpS -- I V 5 9.1 4 ENTRANCE OLE \ PROPOSED 1 6o SF INV UT Q AUTO METAL \ �9 5 4.7 SPKR 1 STORY 0 BLDG. FRAME OFFICEDI ENTRANCE RAMP BRICK DI BLDG. \ 562.43 T.M.P 60-25 �\ `- \ k € PAVED r O (12,175 SF) LA TER ROSSER ASSOCIATES \ �DI 20' D.B. 1083-50 \ �', WOOD 11 CONC. D.B. 635-308 PLAT EXISTING CONC: ZONING: C1 COMMERCIAL OFFICE \\ \, € RAMP ENTRANCE 560 ON4 BOX X OFFICE SPACE ENTRANCE TOP=559.36 I V 56 D USE: COMMERCIAL OFFICE ENTRANCE -; 8,i6o SF 560.03 INV I LI \ \ I EXIST. SAN \ �nmh 562.40 j z I V 554.5 PAVED 556.34 INV IN� 556. �I O 2 c BBB BOX PAV D --- SEWER i Q T NK \ \`'` PROPOSED 2,000 SF PROPOSED 2,500 SF T.M. 60-25B DI TOR °POLE / ' _ LOT B WM 559,691 ROL \ I \ COMMERCIAL RETAIL RESTAURANT ENTRANCE '� / \ 562.30 D156.77 1.71 ACRES TB 0L ° UL FENCE \, i-� CLEAN UT PT LIGHT / EXISTING \. (1o) MG i NV OUT J B B GAS GAS STATION 1 STORY # POLE / \ i INVOUT / BRICK a ATM o TREE LIMITS \ PROPOSED 2 554.3 METER CONVENIENCE ° / ` I ' EPS _ P i 556.24 STORE p ° BLDG � CONC. BLOCK 8c ° CURBCUT ° / \ AS CLEAN OUT ° ° PAVED Sam �� �� 2,3SOSF FRAME m ° °° OVERHANG OVE HANG �� EN �AP og ®B og W00 TRANCE a p (6) IG(1) PY S i WA N / O L-------- ______ RETAINING / EXISTING _ 5 ' - 1 PY � � ERHANG o OV � WALL ° (� TREE LIMITS � BOLLARD GRAVEL D � - GAS PUMPS 4 - I o; 3 4) - - - - -- M °LIGHT ----- 1 AB - - - -_-- (3) (i9) IG ° ° o (1) PY Sa- MW POLE ° CONCRETE' - - - - STEPS ETAL p / O S� ° 1 PY(`a 12 CANOPY 1 PY - - ° - - - o HE 0 - OHE° ° E H - - pD y4� °E ° .,- HE ? SIGN WM ° ° ° SIGN ° - - - --- 0 _- _- - FH o' ,E SI WATER �y� .. � G N L o OVAE ° £ OHE �X O OHE OH O SIGN ION POLE B SIGN URB METER / TOP _ - - (7) IG DI NV IN= DI TOP= CUR �568.06 - - oHE CURB w W W w w MA � ' / - f LID SEALED - -- - - - -(7 oHE W _1W -�" W- - W T , -_�__- -y- ___-'- / , / / , �, /� ( ) �O - U --OHE --- Wes- -�V - - -�''�_ w O -N G -- -- _ - o o ° - - ILL OHE� - w-W _ _ - - - PEAR _Sd9 Sd9 Sd9 Sd9 - _ IRON 1 g7.7 W - - L= 387. 34 SVD - SVS - - - - - - - - - -SVD = see - SeE _see �. w _ - - � -see / FOUND K ° �% oHE _ (6) OP W ��, - See See - See - - - - - - - - - - - - SeD - Sde - SVD , WALL (5)IG --_OHE -W- - -Se9 G N OHE - _ Se P -OHE OHE - __�w�W �SeD S'd9 CURB & GU TWA 1GH See -See - _ _ _ _ - - - - - ROUTE IVY 4„ - s64-__ w�W- -STONE DECO_Is_y-See -See_ - _ - - - - --------- ---- SHOWN AS 80'UWI 250 I Y ROAD DE ��-W�- - �-$e9 -------------------- ------ ------------ ON PLAT IN D.B. 296- ' _ _ - - See - - ,' i - fS6.'F6 see _ _ -- - _ - - - - -- , E c 24" 432 - - - ��. IN sl - D-See - - - _ . . I i -- - - - 56 55 w - = D �SeD �S - - - _ _ - - B 1560 4--------- e (D 35) . ------ NV UT 565.54 5 �ZS Se - -________________ -- TOP OF DROP INLET s'qSIN=560.28 ROAp�--_----- GRAPHIC SCALE ELEVATION = 555.23 W-,- - - -Se9 - - - - - - - u�E 50 \ v 296-4---------------- 0 15 30 s0 120 I 32 - - - - - H, _ - - - - --� U.S BOON PEAT IN 0.B• ------ 30 �GAS --- -A- - - - SHOWN p'S gO WIDE - GAS - - - - ---- __---- ( IN FEET ) - - - 1 inch - 30 ft. M 0. Lu QN CD O .\-I ,--i 1- Lu00 M z M N M d' 1 O ww > N LLI z _j J_ U) ® w O Q U wLu ulW Lu zLu � U) JLU JLNf_ I..L V 0 O N z J Lu 1 I� z I� I z Lu G O z Lu LU Ur 0 z Lu oC a' Q J U Q1­4 Q u z LL J Lu J O U 0 O I --I Lu J w Lu N = a u) JOB NO. 182158 SCALE 1 "=30' SHEET NO. 6