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Home My WebLink AboutSDP200700137 Plan - ApprovedCURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPIRATION SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA ALBEMARLE COUNTY, VIRGINIA TM 45 PARCELS 109 AND 112 1 SITE DATA & GENERAL NOTES FLARED END SECTION ABBREVIATIONS - ♦ LEGEND ® HANDICAP PARKING SITE DATA TREE UNE VAN UTILITY POLE ' FENCE ® SEWER MANHOLE ---------- STONE WALL O SEWER CLEANOUT - - - - - RETAINING WALL WV ® WATER VALVE do BOX _ - - - STREAM / POND / WATER COURSE EC -3 TYPE A GENERAL UTELITY NOTES FIRE HYDRANT DETENTION BASINWM WETLAND ........ ® WATER METER - x SILT FENCE OWN( WATER WELL GENERAL 12 CONTOUR ; ., _ EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION Rivanna Rho Plaza za LLC I. CONTACT MISS U7LMY AT 1(800)552-7001 48 HOURS PRIOR M ANY GRADING OR DK�IG TO HAVE UNDERGROUND UTILITIES MARKED. THE GM 0 GAS METER 109 Robinson CONTRACTOR SHALL VERIFY ALL UTILITY WORMA71ON PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PPE AND SERVICES TO HIS OWN ABAN ABANDON(ED) MAX MAXIMUM ... ........................ - --e e PROPERTY LINE „ x 125 TC TOP OF CURB ELEVATION Woods SATISFACTION. CharbttesvNe. VA 22903 2. THE LOCATKINS. SIZES,, AND TYPES OF DOW UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOM AS AN APPROXMIATE ADJ ADJUST MIN MINIMUM ADJACENT PROPERTY UNE x 125 B c BOTTOM OF CURB ELEVATION REPRESONTA710N ONLY. THE OWNER OR IT'S REPRESE1T411VE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS WO RMA710N5 AS Sim ON THE AHD AHEAD MON MONUMENT CONCRETE OWNER TMP &5-1091: PLANS THE UTILITY INFORMATION SHOINN DOES NOT GUARANTEE THE ACTUAL DOSTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE _ - - - - VACATED PROPERTY UNE x 125FL FLOW UNE ELEVATION Minna Plaza LLC UTILITIES. NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTI ITES MAY BE PRESENT THAT ARE NOT SHOW1 ON THE PLANS APRX APPROXIMATE NIC NOT IN CONTRACT 09 Robinson Woods PRIOR TO ORDERING MATERIALS AND BEGINNING OONSTRl1C110N, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND E.EVA106 OF THE POINTS OF CONNECIM 70 EXISTING uw ES AND. SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH DMING .......... EASEMENT x 125 EOP EDGE OF PAVEMENT ELEVATION Charlottesvik VA 22903 uw ES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITFNN THE PUBLIC RIGHTS OF WAY: BC BACK OF CURB NTS NOT TO SCALE BUILDING SETBACK x 125 SPOT ELEVATION 3 WHERE AN EXISTING UTILITY IS FWD TIO CONFLICT WITH THE PROPSED WORK, OR EXIS1 NG CONDITIONS DIFFER FROM THOSE SHOWI1 SUCH THAT BFE BASEMENT FLOOR ELEVATION OC ON CENTER M&LOEIRL THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCAl10N, ELEVATION, AND SIZE (>F THE UTILITY SHALL BE ACCURATELY DETERMIED L PARKING SETBACK 5 x 12rw TOP OF WALL ELEVATION RManna Plaza LLC WITHOUT DELAY BY THE CONTRACTOR, AN THE NF(>RMATION F7URNISIED N WRITING TO THE OMA�ER'S REPRESENTATIVE FOR THEE90L.U110N ()F BIT BITUMINOUS OH OVERHEAD 109 Robinson Woods THE CONFLICT AND CONTRACTOR'S FAILURE TO M07FY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR � ZONING UNE x 125 BW BOTTOM OF WALL ELEVATION AM70K PAYMENTS *KN OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. BK BACK PE POLYETHYLENE CharlottesvMe, VA 22903 4. ALL HYDRANT LOCATIONS TEST LOCATION/BORING In BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BM BENCHMARK PERF PERFORATED �� LIMIT OF DISTURBANCE PIT LOCATION LEGAL REFERENCE DEED BOOK 3537 Ak PAGE NUMBER 057 (TMP 45-109) BE INSTALLED ACOORDNG To COUNTY STANDARDS DEED BOOK 3537 &PAGE NBER UM065 GIMP 45-11X1) 5. RIMEIEVAII(NS FOR DRAIN AND SEWER MANHOLE$, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, BS BOTTOM OF SLOPE PROP PROPOSED FLOODPLAIN LIMIT BENCHMARK TAX MAP 45, PARCEL N0. 109 AND 11X1 (3.321 Acres) AND 07HEIt SUCH 170A ARE ApPROXYAiE AND SHALL BE SET /RESET AS FOLLOWS: CB CATCH BASIN PRVD PROVIDED 0 IRON FOUND BZ BUFFER ZONE MAGISTERIAL ' A. B. PERVIOUS SURFACE AREAS: ONE NCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RMI ELEVATION CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RMA ............................ RMA -RESOURCE MANAGEMENT AREA uo SURVEY -SOURCE OF BOUNDARY Dominion Develaprnent Resources, LLC. 6. ALL MAS71MG REQTINREMEN7S TO INSTALL UTIUM SHAT REWIRE A PERMIT AND SHALL BE PERFORMED N ACCORDANCE WITH THE ALBEMARLE C CENTER UNE RCP REINFORCED CONCRETE PIPE RPA COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS ......_ RPA - RESOURCE PROTECTION AREA -�� E LI DRAINAGE DRAINAGE UNE CL CHAIN LINK REM REMOVE SOURCE OF MIROGRAPHY B. Aubrey Huffman & Associates 7• ALL MANAGE STRUCTURE NiERIM DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PPE OONFIGURA7M SFK)INN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIUM MANHOLE DIAMETER SHALL BE 4 FEET. CMP CORRUGATED METAL PIPE REQO REQUIRED EDGE OF GRAVEL RD ROOF DRAIN THIS PROPERTY IS LOCATED N ZONE X AS SHOWN ON FEDERAL EAER(;ENCY MANAGEMENT AGENCY. 8. ALL STORM SEVER SIHALL RE C(NS1Rl1C1ED N ACCORDANCE 97H VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON CONIC CONCRETE RET RETAIN .:... .:: - 8"S - SEWER UNE INSURANCE RATE MAP NUMBER: 5100=78D. DATED: FEBRUARY 4, 2005 THE DRAVINGS. EDGE OF PAVEMENT WIGINWSk_ Top of DI -7. ST 4A. located at north side of access rood off Rt. 29. Elevotion:555.82 9. IS REp1RED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SEGIRE CY CUBIC YARDS RT RIGHT Cc -2 ..... .. ......... _ STANDARD 6' CURB To TRENCH DRAIN ACCEPTANCE OF ALL UTLITiES, T� Provided by Rh ma Water Service Authority 10 ALL CONCRETE USED N UTILITY SHALL BE 4000 PSI CONCRETE N ACCORDANCE WITH VDOT SPECFICA71ON SECTION 217. C/C CENTER TO CENTER R/W RIGHT OF WAY .. CG -3 STANDARD 4' CURB - s"W WATER LINE 6�SE@1�: Albemarle by emarle County Service Authority 11. NO PUWIINGS OR ERECl1gr OF OTFFR OBSTRUCTIONS SHALL BE MAGE MATNIN FOUR FEET (>F ANY FIRE HYDRANT C&G CURB AND GUTTER R&D REMOVE AND DISPOSE CG -6 COMBINATION 6" CURB A!t GUTTER - 4 - FIRE PROTECTION LINE This site does not He within reservoir rraterahed 12. AL1 UTNJIES TO BE PLACED UNDER DOSING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTFERNSE OR DIADIAMETER R&R REMOVE 8 RESET CG -7 z" DW - WATER SERVICE LINE THIS PROPERTY IS ZONED HC and Entrance Corridor. NOTE) ON THE PLANS EL ELI=VATK�1 SQ SQUARE COMBINATION a CURB do GUTTER - G - GAS UNE 13. WATER WMM SHALL NE LOCATED N AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER DMING PIPING CLOSE M 07H M �� FIRE LANE STRIPING 35' FACL1 ES ELEV ELEVATION STA STATION - or+w OVERHEAD ELECTRIC WIRE FRONT: BIuNIding - 30' from Public R/W 14. FOR UTILITIES INSTALLED UIJDER ROADWAYS AFD/OR EASEMENTS PLANED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 9= 7F MAXIMUM DDISITY; N ACCORDANCE WITH MT SPECFKCA1710NS. SECTIONS 52303, 302,3011% AND 200.02 PER P.F.M. ES END SECTION SW SIDEWALK .4BE BUILDING ENTRANCE .......... UGE UNDERGROUND EIEC -iC Parking - 10F from Public R/W 15 CONTRACTOR IS 10 VERIFY THAT ALL UTIJIES LE. WATER. SEINER, GAS, ELECTRIC. IELEPHIONE, CABLE. ETC., ARE IN PLACE PRIOR TO EW END WALL SWEL SOLID WHITE EDGE UNE t LD LOADING DOCK °HT - OVERHEAD TELEPHONE LINE SIDE: None CONSTRUCTION OF SU9BASE AND/OR PAVINr, EX EXISTING SWILL SOLID WHITE LANE LINE REArc Nom 16. iFESE PLANS AD PROFILES AND ALL THE NEW CMJSMX710N WITH THIS PLAN SHALL BE N ACCORDANCE WITH THE CURRENT APPROVED EXIST EXISTING TBA TO BE ABANDONED • BOLLARD _ _ UGT - UNDERGROUND TELEPHONE LINE CURRENT USE., VacanSTANDARDSA ALMARLE COUNTY SERVICE AUTH101W1Y5 GENERAL WATER AND SEINER FIIONS, ANY AMENDMENTS THEREOF AND THE CONSTRUCTION SPECICATD D� DUMPSTER PAD -CATV - CABLE N ST SPECIFICATIONS OF MT. FDN FOUNDATION TBR TO BE REMOVED PROPOSED USE: Retol/boycore - Phasing is not anticipated- 17- ALL WATERLINES AND SANITARY SENEI LN�E,S SHALL, MAINMAINTAINA 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE FINISHED FLOOR ELEVATION TC TOP OF CURB --w- SIGN - PARKING SCHEDULE, SPACES PROVIDED: SPACES REQUI11W. (OUTSIDE EDGE OF PPE 70 OUTSIDE EDGE OF ppE) N ACCORDANCE 70 VIRGINIA HEALTH DEPARTMENT STANDARDS _ _.i I � DRAIN INLET REGULAR Spaces (105 Retell. 47 153 152 Total Days) UT AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATE) WITH A 18. PROPOSMINIMUM D GTD GRADE TO DRAIN TS TOP OF SLOPE r STEEL GUARDRAIL ® DRAIN MANHOLE DROP-OFF 8 (Included In Total Spaces) 0 FOO IIR�II FROM PUBLIC Mu1�ECTRIC, AND SI�AR�E. HANDICAP IF IRON FOUND TYP TYPICAL n C 6 (inckided in Total Spaces) 6 (inckrded In Total Spaces) 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANES TO GENERAL SITE LIGHINNG N AC(RDANCE WITH NA710NAL ELECTRIC WOOD GUARDRAIL _ PLUG OR STUB LOADING 1 1 CGDE IS IRON SET UG UNDERGROUND TOTAL 154 153 i un Sr nr F• PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % BUILD(S) 383 0.3 32,100 222 PAVED 18,823 13.0 59,872 41.4 OPEN 125,413 86.7 52,647 36.4 TOTAL 144,619 1W 144,619 Trio Generation: Average daily traffic - 1856 trips per day (ITE Trip Generation Manual Codes 565 & 814) CONTRACTOR'S COORDINATION RESPONSIBELITIES I. THE CONTRACTOR IS REQLIRED TO OBTAIN ANY/ALL PERMITS REQINRFD FOR COMSiRUCTKN OF THESE PLANS. I ANY TIME WORK IS PERFORMED OFF-SITE OR IMIFIN AN EXISTNG EASEMENT, THE CONTRACTOR IS TO N07FY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLE.IES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED N THE RECORDED EASEMENT. 3 THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION. ETC, ARE RECORDED/OBTAIIM PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR 70 VERIFIY ALL SITE PLANS AND PROFILES AND DETAINS FOR CONSISTENCY AND IF CONFLICTS EXISTS. CONTACT ENGINEER FOR CLARIFICATION AD/OR DRECTKN. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES N CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRE) BY ALBEMARLE COL#CODE 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLATS. SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES N ACCORDANCE WITH THE PAPER COPES OF THE PLANS AND SPECIFICATIONS THAT ARE STIPPLED AS PART OF THE CONTRACT DWAIENTS 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATONS. (UNLESS OTHERWISE N07ED ON PLANS) NNCLUDNNG. BUT NOT INVITED 70, ALL UTILITIES, STORM DRAINAGE, SKWNS, TRAFFIC SIGNALS ilk POLES. ETC• AS REOMED. ALL WORK SHALL BE N ACCORDANCE WI1H GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT 97EWORIK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE IN(,'LI10ED N BASE BID. 10. CONTRACTOR SHALL CONTROL S70RMWATER RIMOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, F ANY, AT NO COST M OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS "THIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMNISiERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) TINDER THE JURISDICTION N OF THE EPA. PRIOR 710 THE STMT OF CONSTRUCTION, 1HE CONI W70R SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN N ACCORDANCE WITH THE VSMP REGT1LA71ONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQT1REMIENTS AND SPECFiCATKNS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE N ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS, 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS N ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15. EXISTING UTIJ7N3 SHALL BE TERMINATED. UNLESS OTHERWISE NOTED, N CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPESEINUTIVES. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT 70 INSPECTION BY ALBEMARLE COTMTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR Will BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE STMT OF THE WORK. 2. THE LOCATION OF DOSING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN. ARE ONLY APPROAMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 20. ALL PIPES SHOW AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PPE CONFORMING TO ASTM C-76. UNLESS INDICATED OTHERWISE ON PLANS. 21. ALL CONDEdSAiE DRAW AND OTHER PLUMBING CMWC71M ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUIMBNG CODE. 22 DMING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJAUSIED OR RECONSTRUCTED, AS NECESSARY. TO MATCH FINISHED (TRADES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY DOSING PUBLIC RIGHT-OF-WAY, NCLUONG CONNECTION To ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 11RAtWORTA70 (VDCIT . THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR TiE REQUREMIEWS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CIIRRW SPECFTCA710NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3 EROSION AND SILTA71ON CONTROL MEASURES SHALL BE PROVIDED N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING. GRADING OR 01HER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE 70 BE FERiNJZED, SEEDED AND MULCHED. 5, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER7iCAL). SERE REASONABLY OBTAINABLE. LESSER SLOPES OF 3:1 OR BETTER ARE in BE ACHIEVED. 6. PAVED. RP -RAP OR STABILIZATION HUT LINED DITCH MAY BE REQUIRED WHEN N THE OPTION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY N ORDER TO STABILIZE A MANAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR INFORM TRAFFIC CONTROL DEVICES 8. UNLESS 07HFRM NOTED ALL CONCRETE PPE SHALL BE REIFMCED CONCRETE PPE - CLASS NI. I ALL EXCAVATION FOR UNDERGROUND PPE INSTALLATION MUST COMPLY PITH OSHA STANDARDS FOR THE CONTRUC71ON NDUSiRY (29 CFR PART 1925). GENERAL CONSTRUCTION NOTES (PART TWO) I. WORK WITHIN THE LOCA. RIGHTS-OF-WAY SHALL CONFORM M LOCAL MUNICIPAL STANDARDS. WORK VIM STATE RIGHTS -CIF -WAY SHALL CONFORM 70 THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. I USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND 07HER CONCRETE AND PAVED SUIRFAGM USE COMMON FILL MAiERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL N 6' LIFTS. 3 COMPACT LAYERS OF FILL 70 95 PERCENT BY MODIFIED PROC70R METHOD PER ASTM D 1557 BENEATH AND W M N 15 FEET OF BIAL M AND BY STANDARD PROCTOR METHOD PER ASTM D 696 BENEATH AND N`IHMN DETENTION POND EM I)MK EN1S. PAVEiiEN1S. WALKS, AND ROAD 94M LOM INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. N OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. F THE DENSITY OF THE ADJACENT SOIL is MORE THAN THE DENSITY SPECIFIED, THEN COMPACT M A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOL. 4. AREAS ON WITCH FILL B TO BE PLACED SHALL BE CLEARED, GRUBBED. AND SiRPPED OF TOPSOI_ SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS. WOW SCRAP MATERIAL, VEGETAiM, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR CRJEC11ONAL MATERIALS. THE MATO" PAR71C.E DIAMETER SHALL BE CNE -HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SGML MATERIAL WITH THE WMC784STI S REQU RED M COMPACT M THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACIffLl AND FILL MA7ERIAL ASTM D 2487. CLASSFICA71ON GW. GP. GM. GC. SW. SP, SM, SC 97H A MAXMNIM ASTM D 4,318 LIQUID LINT OF 35, MAXIMUM ASTM D 4318 PLASTICITY NDE( OF 12. AND MAXIMUM OF 25 PERCENT BY V3MT PASSING ASTM D 1140. NO. 200 SIEVE SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MA)a N OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 5. ALL FIISHED GRANK SEEDING AND SODING SHALL BE DONE N SUCH A MANNER 10 PRELUDE THE PONDING OF THE WATER ON THE SITE. PM7ICULARLY ADJACENT TO THE BUILDINGS OR S1+ORM INLETS, 6. CUT AND PATCH WORK N M71NG PUBLIC STREETS MUST BE PERFORMED N ACCORDANCE WITH MT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL EXKSINNG CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE N POOR COND17ION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECN1CAiIONS OF ALBEMARLE COUNTY: B. N THE EVENT THAT SUSPECTED CONTAMINATED SOL, GROUNDWATER, AND OTHER MEDIA ARE DNCCkN7ERED DURING EXCAVA71ON AND CONSTRUCTION ACiMiES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK N THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL. AND SHALL N07FY THE OWNER IM EDIMELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 3 ALL MATERIALS AND ADOPTED SHAT COMPLY WITH THE CURVICE NT ORIION OF THE GENERAL WATER AHD SEWER CONS7Rl1C110N I. ACCESSIBLE ROUTES„ PARKING SPIES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED N CONFORMANCE WITH THE FEDERAL SI'EOFICI1110NS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGl1LATIONS (WHICHEVER ARE MORE S7RINGDN7). 4. DATUM FOR ALL ELEVATIONS SIHOWMN N NATIONAL GEODETIC SURVEY. 2. ALL STARS WITH THREE OR MORE RISERS ARE M HAVE HANDRAILS ON 907H SIDES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR M07FYNG 'MISS UIIITY- (1-800-552-7001). 3 SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMI WIDTH OF 6 FEET. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COTTER MEASURED FROM THE TCP OF PIPE. OVER THE CENIERLIE 4. 7O THE BEST OF OUR BELIEF AND KNOM�. THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. OF PPE. THS INCLUDES ALL FIE HYDRANT LNES% SERVICE LATERALS AND WATER LIES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE To BE LOCATED OUTSIDE OF ROADSIDE DITCHES 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJ US7MENT3 N THE FELD TD ELIMINATE CONFLICTS NTH OTHER STRUCTURAL FEATURES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DARING A FUTURE EXTENSION OF THE LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE LF LINEAR FEET LT LEFT UTILITY ARV AIR RELEASE VALVE BOA BLOW OFF ASSEMBLY CO CLEANOUT CTV CABLE TELEVISION DI DROP INLET DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F&C FRAME AND COVER FdtG FRAME AND GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT VESCHVA. E&S CONTROL HANDBOOK YDS YARDS MH MANHOLE PVC POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCC STORMWATER CONVEYANCE CHANNEL SD STORM STIR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE WL WATER UNE WM WATER METER WV WATER VALVE 6*V 6' VALVE ® PARKING COUNT FLARED END SECTION PATH - ♦ ACCESSIBLE CURB RAMP ® HANDICAP PARKING HEADWALL TREE UNE VAN UTILITY POLE ' FENCE ® SEWER MANHOLE ---------- STONE WALL O SEWER CLEANOUT - - - - - RETAINING WALL WV ® WATER VALVE do BOX _ - - - STREAM / POND / WATER COURSE EC -3 TYPE A EC -3 TYPE B FIRE HYDRANT DETENTION BASINWM WETLAND ........ ® WATER METER - x SILT FENCE Q WATER WELL 12 CONTOUR ; ., _ GV O GAS VALVE ....... ... F00 INDEX CONTOUR GM 0 GAS METER ® PARKING COUNT EM ® CROSSWALK - ♦ ACCESSIBLE CURB RAMP ® HANDICAP PARKING ...... VAN -ACCESSIBLE HANDICAP PARKING VAN UTILITY POLE n ` CONCRETE PAVEMENT / SIDEWALK RIPRAP NEW ASPHALT GRASS EC -2 BLANKET MATTING EC -3 TYPE A EC -3 TYPE B WETLAND ® ELECTRIC MANHOLE EM ® ELECTRIC METER - ♦ LIGHT POLE ® TELEPHONE MANHOLE ...... TRANSFORMER PAD UTILITY POLE ♦ GUY POLE C0rrsbr Q<� °0k fir. 0 SITE \wry a6 r0 D,F TMP 45-112D Sehewel-Charlottesville DB 1089-334 TMP 45-112C / � Zoned: HC Kegler's of Charlottesville DB 996-198 $ Zoned: HC \%% ; TMP 45- 11X1 '% Rivanna Plaza, LLC �i DB 3537-065 Zoned: HC TMP 45-109 Rivanna Plaza, LLC DB 3537-057 C� Zoned: HC -n- kv TMP 45-93A'� Lowes Investment Corp. #341 �� DB 1573-453 4�.,q' Zoned: HC S 1 - Cover Sheet S2 - Existing Conditions/Demo S3 - Site Plan S4 - Grading and Utilities S5 - Landscape Plan S6 - Lighting Plan S7 - Lighting Details S8 - Storm Profiles S9 - Storm Profiles/Computations S 10 - Sanitary Sewer Profiles S I I - Details MATCHUNE Note: Sheets S8 - S 10 are not included in this submission. NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. Project Title: SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA Rio District, Albemarle County, Virginia I Sheet No: S1 of 11 Drawing Title: COVER SHEET Scale: AS NOTED Drawn By. ER File Name: 45-109-SP.dwg Date: 02.25.08 Checked Bv:JIM Proiprt Nn • 7nA7Q *%%� V Dominion �°�°'f Development "■�1`F auu�J raraJ;i Revisions: NO. I DESCRIPTION I DATE 172 South Pantop5 Drove Chariottewile, VA 2291 1 434.979.8121 (p) 434.979.1 G81 (0 DDRVA.com ; I ' I , ' ' , . , I .. fff//�� F i-... , /' , , :, ; ..". .... r :-1— . - - . :e.... ' .. .. , /ff .. Ff' %f�i. ... i 20 Private Lateral • 11 : .. _ - , ; • I Easement 11 , -... .. , _ __ : D.$. ilfi9-g77 ' -I 11 , , ,, . 1r `� ,- ,. ; - tx1st11 I 11 m ardrai y D" 8. 996-148 : - 9 9u , r --" I ♦ - - _ ` ti ( 111111111,01 to .be removed11 ! _ 1 _ -+r% � _ ,- 11 - ... 11 ' i f .... .. - , m. Q O ----- 5 1.. Curb t be� , / r / i ..., . : , . ; Curb to be , , " ; - _ '- . .: i ��1. _ _ relocat ,f:,'.. relocated o � .. , .-..: '.. . .. / / / �_ .. __ _ - f// ` t . �i / - 15 Sewer / `' 20' Storm Sewer .`.. _ .. ... /. Easment ; __.ftw_ _ / \_ I 11 � _ ..1. - . ...- ._. . ., y' Easement D.B. - .. 996 1 48 /` 963-148 . . 1. D.@L Access Easement .; .. . D.B. 1ii� { ° - ------- -i �` .__ . ` .. , _� D.B. 1034-31 : D.B. 993-287 - -- i/ --- 11 i 11. / �\ SM1.1.1. Uy/ yio.':::: "..". . _ . i _ .. oij/� JJ// " -. Existing fence 9 .. - _ %�' / 11 . 1-11 u, /° t,q be removed . i " "" !f 1 ! 0 '1. -. 1._. - ; I / I . .I. . . , / ,. , , _ \ f � %, ... f Existm sanitary sewer .. ..,: . . ' �9 Y . . -- - I - to be rehacated - 1./ .-- j - ` ,, :,: :- I. : _ :-F.,: f`1.:: .. .fi/. .:::.:'rff : /ffb ..{... .. / /f.f .. '/ . I h , . • istmg tree /f / f -:., f:';, . Existing stom?r to be relocated Existing trees ,, .... : / I g :.5 _ l 9 to be removed / r / to remain% r,' , i.,,,� / / - - - ~- Existing tree Y:, f r U '' o . TMP 45 112C %'' to be removed " O ' ��' r I Ke leis o - - - : < / g Charlottesville -- - -- t :� : . , f I r f ® /, ` — \ \ �� / r , ..' DB , <>;.' Existm storm to be relocat I Zoned: HC8 t g �, r v i - - : : , ,. t . . . ' s , 4 _, Ue C / 4- `1 .. . - o�nmercial I --" F: . tt 15 Storm -- I` .'; I 32' Sanitar and Sewer Easement),. . Sewer - D.B. 996-148 h!,!: I \ Storm Easement �`', : y. ;'` i` / ` „-,:. , I F DB 996-148 I - ,, w.-' -- frf. ;',:; ; 9 -.- .-- J: ; I f t, o ,;, I : f/ „ MH Structure / •:i Access Easement - _ e . fif/fig 1., _-_ _ to b relocat ,. - - _ _ D.B. 1573-456 1,:; , - f/f, .,/ . x off/.ff % c .. -' - _ _. ,E •: . . _ fri D.B. 973-7 , F-�-i 55 �-. __ { iZ _.-- 1 --.- r f f -- ' D.B. - ,;' I t _ /,/f,: /,,A 996 148 - -.-.. -- 1 _ ;: ::1.: �- --- _ f1. - 1 - - ... .. _ ,' _ -- t } ff, , r D.B. 1119 577 ;; 1 ,� �� ,,:,.,f„ _ _ ,,:-.. ' I _ -� ' ;• :i I ,, --- l_,".. _____ 1 i 1 1 ��`` /- ---- --- -- f i f i' , A ' `0� Exist Ik h WI V t . - 1 . /le . s1.idewa dt ��,,, / , a be ... / :::; I I - - ` Stairs to be removed - removed -- -- " 'I......, '. .. ...,.,. . .% ,; I - (,j' N I 1 / f `t r•i• 1 ,f,r: OI { S �0 Exist. budding to be removed - - I I E -'- --- --_ �__ ,. Y 11 c / / i'' . , 1 . r TMP 45-109 y " �� I '- ol , , r Rivanna Plaza LLC.1. 1. :/ , •,;^ ---' ,j;! I; I I DB 3537-057 1 /y 580 / " : � Zoned• HC LP ' / ;� ; ;f.. ,.,• ; , I /"' , ; , , . .#--Exist. ght p e to be removed ,:r; f ,, _ __ _- I Use: Cavr�mercial I 'b li d / Exist Cedar 3o , 1I ., / be removed ", F 'r , - Schewel-Charlottesville ' ,•" .--- , : 45 112 , I , _ 4 , ' ; Miniature golf -Course Area DB 1089-3 �'MP 45-112C1 (Abandoned) " 1:.1Zoned: HC _ % _ S �o / one . 34 f ' ny t b ved Rz if Use Commercial -' - is en once o -11 ' Keglers o e remo vanna- Plaza LL TMP ��-�A • - light pde to be removed C DB �� - s Lowes I _J nti Investment Corp. #341 ' I I ` Zoned: HC I /4 ; . Exist foundation pla 'ng ' DB 1573-453 I ,'11 ,, Use: Commercial - " /% e removed f, _ --- -- -- --- - Zoned: HC .. ' - I I .. - ' - - - _ -- - ' to b .\ \ b I / Use: Commercial io ` I I i 'st: light pole to be removed /1 . �, _ / - plant ' to be removed , - ..._. _. . � Exist. Ings � , ♦ �, % 7 / ::1. - - i . . -_ \ ; . . J . T ._._- , " .... - 11 , -- "- `' - J Exist. Monument �� 30' Sanitsvy Sewer ,�; ::. . _ ,: ;.: a . -t! , _ 0 I f ` . ., :. x 57 i 11 S for K er's � \' `r / " i ard'S =--Easement ' r' t b e relocted I Sanitary Sewer I �------------- - - - -(1�o be relocated) / \ \ \ \ \ \ \ \ \ \ "` /' c I -_. and Storm Casement --1 I El uric Easement D.B. 1119-577 i \ \ \ \ \ \ 1 \ \ \ \ \ ca 20' Storm I �?:-B. _973-755 ` d Utility -0.@. 245-418 D.B. 1034-310 / I \ \ \ \ \ \ \ ; \ \ \ \ \ — � �'" --- ._" _"- --- "--" __- , __ ' I Easement Existing storm) D B 407-6D.B.286%Exist. plantings , ; f ..._; to be relocat 7 % \\ Exist. parking area and J ! - _." to be removed 11 ID B 1573-456 - - ---- -148 - ; ,:: _ - _ - _D9.., i p i .. ... sidewalk to be r _- .B. 1119-577 - - ... ... ... ,> D B 99 .. Shp �- removed �' / / / 0 1 ".. �� . .. — - -- / _.._.._..-.._..-. _.. _.. Exr ting storm to - - ..-.-_.._.._.._-.._.._ _ .. _.._.. _..H _ .. ..� ._. rem �" -.t-' to Y -. �_ _ ej -'n, , f frf,f :rrr.. ,rf Ffr,....Frfr..:rL 11 ::::::: 1 ::, ..... r...-M$W.. -.. , : L - - __ .. __. .." .. .. .. ... .. .... . / / / / / / / /-"yypyex..,:u,morn c- - 1_1 .. ---...... - r ........ ,.. f . _ .. / .. ....... r. , ff/Fff..... fff. r/{L""_..Fff{H�....:%r1r , rr. ,- I�. F , : ..... ... r.At ..�f{fff.'.'::. `f.%'#ff.:... i'Ff/fff�::::Yfrr/flfi....:, ,..I .. � .. .. -. ... i - � , - _.. -.. ... � % .__- '.?:% '. n.. ,, ... ,f s - , _ .•: H,ffi:i:: -f.FF Yf Jf{rrr.: - �""�r"ifa• 4:d ,..,: f//ffff.:::: rrrrrf.,'.. t;J%!f/ - ..... - ... ` :.... Fii . F r, .. ... r _, ........, F,.,,"-.........;.{ -_........ ".........rr r'rr........'.-.• ........,{ "�' { / "v[/ff/H:. >auw: /. I{,.... fffi/. n...dr{•f ..,: ,::, �. c - ..... - 2- i . _, ..: YfFY,::LJI/r/lsk.:::.................... .. .. ' -� af� _"".,,."" ......... ........:.. ,r,L....n//frF/i... f .. ..... p�] ' , .. :..::,:..:�.,.:. :. .............. .. „�frlf{/u;,.rr�, _.. ... ` . � �'„" -. � � � .......................................:....... /L.... s:r: � __........:..._ . f::: ifff: .: r. r/ �f//f, — — \ . fiYff ;c .. ,- .........• .................." ...........""........::-.. r::,. -"... .fiLFJ.-... f{ffff Ti- - .16YLA�H,,,:..tR'*; -.o-._..r.i�."..-"..-.........-....".,................. y \ -...:-'y/.f/,. rIf - .... - .. _ __ r.....-_. ,..,. - -. ,.,-.....- ,. .....f __ -- f•"�-. ,.,,. , /ff/:„ {/frf/ ::%/f fi':-. :,ff}f... _ ` HA:L,...Y/ff/f/1:::::7H/M;..:Y/fi,':'://lf.%fl::.'�/H f J/1...., : , ��_i. F.. -_-F f{/.::::.H% -.- \ <%: :r .f ,fi /frr/ wrrftr. /f!/2 . S.0 — ---- - - _ r' '.�.. .m._ -- _ ..... .. _ Electric Easement :: - -- -- -..._ - - - - =�f� — - , , PP ,:a„ __ _ _ .� - - ") - - .l_ ffff. ... �.///;........ :. D.B. 245=#t9 - -- - - •: �: , '/f:f ....... �JJJ//-.....:> ff%!/, ` _%f.9_. __:... rf,G' f�----- .. ,,i �r/r i,/, '. .) Exist. Entrce .r . - /�f... - \\ - "' - - -- - . , ;� _ _ .......- ..._ _...... .......I . Im rovements to - :;. , . - _ ... _ _ _ . . �� / _ _ .... ......., r . XISt.tree t0 �— — — — - ..; /.�.. _ _... _ ,• fi, _,. ,, .........., . ter/ ., , ...fry ._.......r rf-........., f E ...... rrr -. :...��._.-.......�.... __ _- ----------- be removed , ,...:<�/..,. _ ...: _ - - - - - - - - i _ . __.. . ,,;,ice/. _..... _ ,.. _ ��_.---------------------- . _,-. ..,.... ,, .r ..........,.- -..... .i_ _ r- --- be removed — - - - . 11 . :,:,-, =_ -, � -„ . ... .... ....... . .... ,. , i f --- _- . .. ,.....:.. .:. �,, ;:..-. ... V / �...., ., Exist. storm to be relocated ` "" Exist. storm to be relocated Exist. sidewalk to be remgin Curb and Sidewalk Exist. street trees to be removed ---- ---- - - 9 "" to be removed , ' '�"" ,- 1027' to Intersection Seminole Trail 0°,''' , of Woodbrook Drive State Route 29 / Variable Width Right of Way /' I/ . _::::. .:..:,.. _,,.- ........._........-..-._..,......_-._____.......................... ........ ......... .............. ......... .......... - ... _.. _ _ .. __ <. . _.... .......... ..-........... - ........... . ■ ■ ■ ■ ■ •� •� ■ ■ ■ ■ ■ Project Title: SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA Rio District, Albemarle County, Virginia Sheet No: 'Drawing Title: S2 of EXISTING CONDITIONS/DEMO Scale: 1"=30' Drawn By. ER File Name: 45-109-SP.dwg 11 Date- 0 9-r, nR (,hcrLorl R.r -u D,-:--4 -79%7-in ti�� Dominion 4% 1. 1 ` Development to '., Resources, LLC 013-:11 172 South Pantops Dnve .4 0 ChaAottewlle, VA 2291 1 04 - 434.979.8121 (p) X11. . 434.979.1681 (D Gets DDRVA.com NO. I DESCRIPTION I DATE �4�41 6F1L /� TIMOTHY RAY MILLER Uc. No. 30542 -o *:�,SC�•- -Oldlo o . ..... OStD ...... .... C0146 C T101V ... ........ . .. .... .. ... . .... .. ... ....... .... .... .. .... .... ... ....... ... ... .... .... ............ . ... .... ... . ........ ... ....... ........ .. .. .... ... .. .. ... ... .. .... .. ... ... .... ....... ... ... ..... ... ... ........... ... .... .......... ............. .... .. .... .... ... ... ..... .. ... .. .. .... ... ... o 6'* Concrete cret ... ... .. .. .... ... r e.lidewalk -to tie into Existin . ... .... .. .... .. 9 . .... ... . .. .... .... . .. .... ... .... .... . ........... ...................... ...... ....... ...................... . .............. ........ ...... .......... ............ ....... .......... -1 .... 11 . ..... .... ........... .............. ............ ....... ..... .......... ............. Seminole Trail State Route 29 Variable Width Right of Way Parce/ Connection 230' To Centerline of Intersection Project Title: SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA Rio District, Albemarle County, Virginia Sheet No: 'Drawing Title: S3 of 11 I SITE PLAN Scale: 1*=20' I Drawn By. ER 20 0 20 40 60 SCALE: 1 20' File Name: 45-109—SP.dwg evs Dominion *ehoc s �° 'f Development 00Development Resources, LLC 172 South Pantop5 Dnve 0% ChariottewIle, VA 2291 1 C' 434.979.8121 (p) 434.979,101 ts S DDRVAwm Revisions:N L T H op NO. DESCRIPTION DATE I. Co. Comments ol TIMOTHY RAY MILLER Lic. No. 30542 .0 q) - P ,F _.k oke O .0 0 VO 0 0v --L-•QIO IT .... .............. .................... ............. ........... ...... CP 0 k 10 .0 0 0 .4. 10 0 0 *0 0 110�1 0 .0 0 .O0 O 0 0 4 .0 V 0 0 10 0 *0 ------ - --------------- - ------- 0 ----- -- -- --- .-- X--- -- -------- - ----------------------- 0 0 .0 0 0Q 0 .0 0 0 *0 0 -Y 0 0 L '0 0 .0 *0 0 0 .... ..... .... '0 *0 o .0 0 0 .......... ............... ........... ......... ...... 10 0 *0 .0 0 A� O. . ... .... . .. .... . . .... .... 0... .0 *0 O .0 0- 0 0O 0 .0 0 .0 0 10 �A' .... . .. . - ... 0 0 V, .92 =0'-:: .......... 10 ........... ......... . ..... ........... .... .......... ....... .............. .............. ........ ............ .. ....... . ............ ...... ....... ...... ...... ... . ...... .. .. . ....... * 0 -V Symbol Qty 6 Label 1 A Arrangement SINGLE Lumens 33400 LLF 0.700SMR403MA Description ts_ CalcType inlummance 33400 0.700 SMR404MA Avg/Min MuJMin BACK -BACK 33400 00 (2)SMR404mA k 0O 10 ALL POLE MOUNTED FIXTURES ARE SHOWN AT 20 FEET ABOVE FINISHED GRADE A, 0 .0 Seminole Trail ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR A FULL CUTOFF CLASSIFICATION A 0 %� ALL POLES AND FIXTURES SHALL BE DARK BRONZE 0 10 .0 10 0 0 *0 0 .0 *0 State Route 29 •A 0 .0 .0 10 0 .0 0 0 .0 1 '< .0 .0 •0 - 0 0 Variable Width Right of Way 0 .0 *0 0 *0 0 0 .0 0 11 >1.1 0 .0 0 0 .0 -V 0 .0 *0 0 *0 0 .0 *0 0 0 .0 0 •.0 0 0 .0 0 ..'In 0 ."n >1 0 .,n �%� 0 LOW O O O ... .... .... . .... .... ... ....... .. .... .... .... ... ... ... .... ... .. .... . -,< . ... .... .... . . .... .... .... .... .. ... .... ... ... .... ... .... .. . .... .... . . . -<- � ...- ... - - 0 . *0-1 -, - ... - -- -- - - - ..-- .. ... .... .... ... ... ... ... .... .... . - .. ... .. OA 0 .0 0 0 . 0 A., '0 0 ..'In ' Numerk Summary "Y" A 0 .0 Label Payed Area CalcType inlummance Units A V9 Max Avg/Min MuJMin FC -Y-TLmea[Lffaac Illuminance Fc 0.01 63.33 FC Beyond Prop Lioe at Parking IlIummance Fc 0.02 1.1 Bldg B Drive Loop FC at Grade Illuminance Fc 2.95 0.0 ALL V 15.75 ALLIES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE 10 FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE USE ONLY 0• Y 0 '0 0 Al ... .... ... .... .... ... VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT STREET OR PROPERTY LIGHTING .0 . . .... .... . *0 0 20 0 20 40 60 .......... ......... SCALE: I"= 20' Project Title: evs Dominion vp, ov S SPECIAL USE PERMIT APPLICATION PLAN FOR 17 A Development RIVANNA PLAZA Resources, LLC 172 5outh Pantop5 E)nvc Charioftewile, VA 22911 Rio District, Albemarle County, Virginia 434-979.8121 (p) S 434-979. 1 G8 1 (0 efts DDRVA.com Sheet No: Drawing Title: - Revision *tNLTH-0 NO. DESCRIP11ON DATE LIGHTING PLAN 1. mmmtt .� ��c S6 of 11 TIMOTHY RAY MILLER Lic. No. 30542 Type No, Catalog No �........� �..µ .........,:- SiteMaster Roadway Series Job Name Horizontal Lamp Cutoff Luminaire APPLICATIONS ?ff£fist '€t" .,,.., Y:, / �f;:;tC.;'sfx;f> 1-.3 r•> -�z::: .) f,tf:: x.,.L4NSTRUCTION • :"c3Gf'^faf: (?ti: •::: �-ff.{f."i.'Ee 3;"fi �%Li: %:'ts; �. t' ff•T£= i f : 3t,3j .:,cY"'i'Y.-%r. 3'�5. ,,,^iti �%E ft("il:, x ,. FS'�:',Z,^• ^cy�F;�`.'' ji":�c<C;r 150 to 400 Watt (AICA) Metal Halide ELECTRICAL " 100 to 400 Watt (LX) Nigh Pressure Sodium tr'rfi; i41%F?fi fiyl£ 4It ;,' jiiii>fs ,:zi?iff T,!af:^.f:c''!%rrs: •i pw!x°'start reftf'spilobf3;•. j .i t• �'v� j 4�Cfs OPTICS f �� f f%� ! f£%•'. S f 3r:/. ftf .Sft '"'3 ff't{ i.. �-•.sc"�'..ff�5i ,�„� ;ff4fisi'f>;i !r ,`t yfT 3tfF f Y „�.� ...........,. MOUNTING`FR! .`�?,m, r rrr # i �t� < ,f i. a :;h.:'Yr. •'t£3.>T 't Y Tn F4n—ji tS '%z''. `. ,"c:Jlt•'s *Y ,.+. .4.1' ...it^rr ' '(,f ;f.f ,..i_,t•>s. J.3�' :,fs yi'fJ"i.3". f :{„�; J£:;'£..:I-ii{%j. 3 .�.,,... ....� WARRANTY/LISTINGS ' fi_ 's y' -%k; ':!4 -Ys,,, {<'%r :I lf:; (fT :;f}:, - :is a KJ -+;3s� i%:•rzyng �s.%$i::f; Scar• 't:y?!. 'lf;.fTFf?;';ti UTA :: 3.a SLy,ft, ii?�i3tiJ .cfi L'lii'.',�„"'s��i�r3 .,,. t':{:L �•''• t1 -3{- -: t':£s :ik.f. 1%v�. t f�lC3iilttffk:ii$1f�S ---- 3 . f s'•:::sir,Y `::£.?<., £ �L ORDERING GUIDE EXAMPLE: SMR154MA-1 Rn a .. f flFiJ2-s; ! 3siih 7 '{.tcf a;'.3+vly:uv;�'S i•Gf2�J 2v C✓ :;,.'L3't{,:?2:; 2 x3-4%st�fir,�723, 3:21VJ r ,sa 'its, •.; 's J 6 �• is , fn.'77 S-4Y,b Lx 177 3 `:✓C i; ;3:5 3 Product i:TforrrAUM is wkieat -yfi'JJ£^ f:ff:'.'78 if z to ohame 'dime fmtkm j 't".a4xtac ::::a? ?x-.:2 �• ?'.qq ': ri:Yf � tal�.f��4�rM�r�� i ltV61 SkeAftster Roadway Series ,1'i%Yi ff r LIGHT FIXTURES 'A' 'B' AND 'B2' r2--� LIGHT_ FIXTU S73NOT TO SCALE -- --------------------- NOT TO SCALE 6 UAW 'A' , W. . AND 'B2' PfiN ad {{3formetien i8 quigw. to change w:St:Ovt notce NOTES: 1. ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR FULL CUTOFF CLASSIFICATION. 2. ALL FIXTURES SHALL BE DARK BRONZE. Project Title: SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA Rio District, Albemarle County, Virginia Sheet No: 'Drawing Title: S7 of I 1 I LIGHTING DETAILS Scale: AS NOTED I Drawn By. ER File Name: 45-109—SP.dwg eO� Dominion 40� Development a, y Resources, LLC 172 South Pantops Dnve A Chafiatteswlle, VA 2291 1 O� 7 434.979.8121 (p) 434.979.1681 (0 e�+tS DDRVA.com i mevisions: NO. I DESCRIPTION I DATE o�4tNLTH 1F` c TIMOTHY RAY MILLER Lic. No. 30542 -o k 0kr' a�; 4;�t {•;`s i +f / .rtu f T.ryt; r ,sa 'its, •.; ,1'i%Yi ff r LIGHT FIXTURES 'A' 'B' AND 'B2' r2--� LIGHT_ FIXTU S73NOT TO SCALE -- --------------------- NOT TO SCALE 6 UAW 'A' , W. . AND 'B2' PfiN ad {{3formetien i8 quigw. to change w:St:Ovt notce NOTES: 1. ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR FULL CUTOFF CLASSIFICATION. 2. ALL FIXTURES SHALL BE DARK BRONZE. Project Title: SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA Rio District, Albemarle County, Virginia Sheet No: 'Drawing Title: S7 of I 1 I LIGHTING DETAILS Scale: AS NOTED I Drawn By. ER File Name: 45-109—SP.dwg eO� Dominion 40� Development a, y Resources, LLC 172 South Pantops Dnve A Chafiatteswlle, VA 2291 1 O� 7 434.979.8121 (p) 434.979.1681 (0 e�+tS DDRVA.com i mevisions: NO. I DESCRIPTION I DATE o�4tNLTH 1F` c TIMOTHY RAY MILLER Lic. No. 30542 -o k 0kr' a�; Yi a � s 's J 6 �• is , ,1'i%Yi ff r LIGHT FIXTURES 'A' 'B' AND 'B2' r2--� LIGHT_ FIXTU S73NOT TO SCALE -- --------------------- NOT TO SCALE 6 UAW 'A' , W. . AND 'B2' PfiN ad {{3formetien i8 quigw. to change w:St:Ovt notce NOTES: 1. ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR FULL CUTOFF CLASSIFICATION. 2. ALL FIXTURES SHALL BE DARK BRONZE. Project Title: SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA Rio District, Albemarle County, Virginia Sheet No: 'Drawing Title: S7 of I 1 I LIGHTING DETAILS Scale: AS NOTED I Drawn By. ER File Name: 45-109—SP.dwg eO� Dominion 40� Development a, y Resources, LLC 172 South Pantops Dnve A Chafiatteswlle, VA 2291 1 O� 7 434.979.8121 (p) 434.979.1681 (0 e�+tS DDRVA.com i mevisions: NO. I DESCRIPTION I DATE o�4tNLTH 1F` c TIMOTHY RAY MILLER Lic. No. 30542 -o k 0kr' a�; SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM �— DIAMETER OF 4". 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE EMB[ SPRIN Of NO. 68 —LA 2' MIN 11 SALT TREATED FINISHED GROUND 2 x 4 MARKER 1 _ � SEWER SERVICE LATERAL CONNECTION S11 NOT TO -SCALE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" m i n —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE 8 TYPICAL SEWER PIPE INSTALLATION IN TREN S11 NOT TO SCALE -- FRAME & COVER I— (SEE FIG. S—I—D,E) w z SLOPED AREA —� I 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN I� K""\ p D 12" BRANCH — E Now owl/ FLEXIBLE CONNECTION —J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL LIJ~ BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED Z)BRANCH IMANHOLE PLAN SHO WING - ------ -- ------------------- - --- - - -- - - S11 NOT TO SCALE 0 East Jordan Iron Works 00104316 US Foundry Corp. USF 710 ring & DP cover or approved equal Cel 0 STREET SURFACE OR NON—PAVED AREA 1'-0" MAX 2.-0,. "WEDG—LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ,CONCRETE SECTIONS 12" MIN 0 RING SEALS d 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M. H. 5" 4'-0" 5; FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOWCONCRETE VARIES CHANNEL TO BE FILLETS ° 3/4 DIAMETER OF CONTRIBUTING — _ SEWER. d� • A FILLETED INVERT FOR A SMOOTH 12 < • d. e� " TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE I. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 3 SHOW NG BRAN�LH IEC IN N S11 NOT ..TO SCALE (4) 1" (25mm) DIA HOLES ON 32 34" (834mm) DIA BOLT ClCLE. 1" 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2' [38mm] / \_(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2' DIA 1 1/2' [699mm] [38,^m] 26 1/4' DIA 7' �— [667mm] 'I [178mm] 26' DIA 1 1/2' [660mm] [38mm] I 60 DIA 1/4" (6mm) DIA 3 1/8' III"' NEOPRENE GASKET [79mm] (606mm] 28 7/16' DIA �I 58' [722mm] �I [16mm] 23' DIA 36' DIA I—L[584mm] [914mm] 25' DIA [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION 9 TYPICAL MANHOLE F. ----------------------------------------- NOT TO SCALE & COVER Typical Paving Section V4P rkin Areas ------------------------------------------------------------------------ T TO SCALE Typical Paving Section 5 Concr_ ete- Pavement & D S11 NOT TO SCALE Concrete Sidewalk 3000 PSI 4" VDOT 21A Typical Paving Section .(�C. Concrete Sidewalk S11 NOT TO SCALE 3 ster P 7'-11" 6"—! W W 6,. f L I 6 4'-0" 6'-0" (1) 3x34" n---------------------------�-' 1 PVC x 8 4'--0" � I ( (1) 3x3 4" SDR -35 PVC I INLET SHAPING 4'-0" 12'-0" � 4" SDR -35 PVC 6 x 8 (BY OTHERS) 8'-0" (1) 44 4" SDR -35 PVC 6 x I 6'-0" 10'-0" (1) 4x4 6" SDR -35 PVC 6 x 12 SDR -35 PVC COUPLING 12'-0" (2) 4x4 6" SOR-35 PVC 7 x 13 ' CAST INTO PRECAST BOX 4x4 6' SDR -35 PVC WALL BY AMERICAST j (OUTLET PIPE 1 I LOCATION VARIES) T— � CURB (BY OTHERS) PLAN VIEW A CLEANOUT COVER TREE FRAME PLANT AS SUPPLIED CAST IN TOP SLAB & GRATE BY AMERICAST GALVANIZED CAST IN (NOT SHOWN ANGLE NOSING TOP SLAB TOP SLAB FOR CLARITY) CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) °O ` � STREET 0 N Io DOWEL BARS tl 0 12" O.C. 1 I MULCH PROVIDED BY AMERICAST [, PERFORATED UNDERDRAIN STONE PROVIDED BY AMERICAST UNDERDRAIN SYSTEM BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A—A GNATION L W TREE GRATE QTY & SIZE OUTLET PIPE x r44 6 4'-0" 6'-0" (1) 3x34" SDR -35 PVC x 8 4'--0" 8'-0" ( (1) 3x3 4" SDR -35 PVC 4 x 12 4'-0" 12'-0" (2) 3x3 4" SDR -35 PVC 6 x 8 6'-0" 8'-0" (1) 44 4" SDR -35 PVC 6 x 10 6'-0" 10'-0" (1) 4x4 6" SDR -35 PVC 6 x 12 6'-0" 12'-0" (2) 4x4 6" SOR-35 PVC 7 x 13 7'-0" 13'-0"(2) 4x4 6' SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 09-04-07 DWG: FTNL-3 Lll%ULS LAS ��GJ PRECAST FILTERRA® UNIT �) NARROW LENGTH CONFIGURATION flIteraa nAT C '17'9 - MOUNTING DETAIL 1 METAL SAFETY RAIL DETAIL ------------------------------- --------- - -- — ----------- T.S. T tical F2lterra Det NOT TO SCALE } a. EMBED DEPTH+1 /2" TYP 4 112"': J e 4 e, Project Title: SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA Rio District, Albemarle County, Virginia Sheet No: S11 of I I Drawing Title: DETAILS Scale: AS NOTED I Drawn By. ER ---------- MOUNTING DETAIL Ile Name: 45-109—SP.dwn �eeos Dominion .' ` Development Resources, LLC 172 South Pantop5 Dnve Charlotte5w11e, VA 2291 1 434.979.8121 (p) P• -r.. 434.979.1681 (f) "Pets DDRVA.com Revisions: �� H of NO. DESCRIPTION DATE 1 c 11MOTHY RAY MILLER I IL Lic. No. 30542 I glib. .q