Loading...
HomeMy WebLinkAboutSDP201800023 Plan - Revision 2018-07-24CHARLOTTESVILLE ALBEMARLE SPCA SITE DATA: TAX MAP PARCELS: 45-86, 45-88 PARCEL AREA: 8.88 ACRES ZONING: C-1 COMMERCIAL(45-86), R-6 RESIDENTIAL (45-88) OVERLAY DISTRICTS: RIO MAGISTERIAL DISTRICT PENDING ZONING AMENDMENT: C-1 COMMERCIAL (45-88), REF SP201700022, ZMA201700008 SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: PAUL HUBER PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: OCTOBER 2014 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET EXISTING/PROPOSED USES: ANIMAL SHELTER UTILITIES: ACSA SDP 201800023 COUNTY OF ALBEMARLE APRIL 30TH 2O18 FA MY � V ♦ � I rO O . © © 1 . � d ,. � . �► 4o a eoOO s��1 In M # oO • �` a ,,i��.,. `� ���10���G�vV : In CG� n�, �C� 1 y;%, • % ,� � � p,C* N�oeoov�ape�o�o.. �o�oQ .vo�o�a �,, a t+�.~ ,,'� Q.. , � �.,,,,,�.�� v. Op_..•-���� ��o`o'�^� �o� VICINITY MAP SCALE 111:1000' OWNER: ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS INC PO BOX 7047 CHARLOTTESVILLE, VA 22906 CONTACT: ANGIE GUNTER TELEPHONE: 434-973-5959 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CODY PENNETTI, P.E. TELEPHONE: 434-327-1692 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 ABBREVIATIONS, NOTES, & LEGEND C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 SITE PLAN C3.1 GRADING & UTILITY PLAN C3.2 SITE DETAILS C3.3 SITE DETAILS C3.4 SITE DETAILS C4.0 UTILITY PROFILES C4.1 UTILITY DETAILS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS R1.0 PROFFERS TOTAL: 17 SHEETS NOTES: 1. VSMP PLAN APPROVAL IS REQUIRED PRIOR TO MIA APPROVAL. 2. VSMP/WPO BOND IS REQUIRED PRIOR TO MIA APPROVAL. 3. EASEMENTS MUST BE RECORDED PRIOR TO MIA APPROVAL. SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE JHo 0 0 CRAIGW J. K9FARSKI Lio. No. 0402048507 .ANAL �.r M E O O M U N U1 N O Q O > E W LU U o U. U o w 0 0 �O Uj L M � U o� W = — C-1 M d O C7 W (V oX of 0 a _ a N � Q O N ill M CO J � � z 0 1 --- U w 0 z O w � z w OU W OO W co ti w o ~ N 0 0 DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE Od U (CL V / LU J oC Q w Q m > J � Qz o W W U W JJO J U m J (n Q V LU O �J/ i A JOB NO. 40204 SHEET NO. CO.0 (a 0 �O a� �U) �z �O 0 T � co � E O a) c U CO C a o =) U O� � N � 3 z N O� �Q �x a� 0 w .?, 0 � o 0_ w o .3 o. rn ro G Nco �N X c: N O O U L i N N @ 0 0 Ul U O O N E Z_ U @ 0 - Y U 0 c N _o @ U -0 7 �N U� N 0 co U co O o� (D �E L_ ABBREVIATIONS LEGEND ALBEMARLE COUNTY ENGINEERING GENERAL ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS CONSTRUCTION NOTES U) w 0 z A A AASHTO AC AC I ADA ASSOCIATION ANSI ARCH ASTM BOT BC BLDG BM BOV BSMT BW C A AREA/ARC IVIEUH AMERICAN ASSOCIATION OF STATE MH HIGHWAY AND TRANSPORTATION MI OFFICIALS MIN ACRE MAX AMERICAN CONCRETE INSTITUTE AMERICANS WITH DISABILITIES N AMERICAN NATIONAL STANDARDS NBL INSTITUTE NFA ARCHITECT / ARCHITECTURAL NO, # NTS AMERICAN SOCIETY FOR TESTING AND MATERIALS BOTTOM BACK OF CURB BUILDING BENCH MARK BLOW OFF VALVE BASEMENT BOTTOM OF WALL C HYDROLOGIC COEFFICIENT CATV CABLE TELEVISION CB CATCH BASIN CC CENTER TO CENTER CIF CUBIC FEET CFS (Q) CUBIC FEET PER SECOND CG CURB AND GUTTER CIP CAST IRON PIPE CL CENTERLINE CMP CORRUGATED METAL PIPE CN HYDROLOGIC CURVE NUMBER CONC CONCRETE CO CLEAN OUT CONT. CONTINUATION CT COURT CY CUBIC YARDS D DA DRAINAGE AREA DB DEED BOOK DI DROP INLET DIM DIMENSION DIP DUCTILE IRON PIPE DN DOWN DR DRIVE DWG DRAWING A DELTA E e RATE OF SUPERELEVATION FT/FT EA EACH EBL EAST BOUND LANE ELEC ELECTRICAL EP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL ES END SECTION ESMT EASEMENT EW END WALL EX EXISTING F FAR FLOOR AREA RATIO FC, FOC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION (SIAMESE) FF FIRST FLOOR / FINISHED FLOOR FIFE FINISHED FLOOR ELEVATION FG FINAL GRADE FH, FHA FIRE HYDRANT, APPARATUS FOC FACE OF CURB FOY FOYER FP FLOODPLAIN FPS FEET PER SECOND FT FEET G G GAS GFA GROSS FLOOR AREA GR GUARD RAIL H HC HANDICAPPED (ADA) HGL HYDRAULIC GRADE LINE HP HIGH POINT HR HANDRAIL HT HEIGHT HVAC HEATING VENTILATION AND AIR CONDITIONING I INTENSITY (IN/HR) ID INSIDE DIAMTER IN INCH INV INVERT IP, F, S IRON PIPE, FOUND, SET J JB JUNCTION BOX K K SIGHT DISTANCE COEFFICIENT L LAT LATERAL ILL LOWER LEVEL LCG LIMITS OF CLEARING AND GRADING X MECHANICAL MANHOLE MILE MINIMUM MAXIMUM NORTHBOUND LANE NET FLOOR AREA NUMBER NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD P P PERIMETER PC POINT OF CURVATURE FCC POINT OF COMPOUND CURVE PG PAGE PGL PROPOSED GRADE LINE PI POINT OF INTERSECTION PL PROPERTY LINE PMF PROBABLE MAXIMUM FLOOD PRC POINT OF REVERSE CURVE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT P&P PLAN AND PROFILE PSI POUNDS PER SQUARE INCH Q Q AMOUNT OF RUNOFF (CFS) R R RADIUS RCP REINFORCED CONCRETE PIPE RD ROAD RESTR. RESTRAINED (VALVE) REV REVISION RR RAILRAOD RTE, RT ROUTE R/W RIGHT OF WAY +J SAN SANITARY SBL SOUTHBOUND LANE SD SIGHT DISTANCE SEW SEWER SF SQUARE FEET SHT SHEET SIP SITE PLAN SPEC SPECIFICAIOTN STA STATION STD STANDARD STRM STORM S/W SIDEWALK Sx CROSS SLOPE T T TANGENT TB TEST BORE TBR TO BE REMOVED TC TOP OF CURB TEL TELEPHONE TIP TEST PIT TW TOP OF WALL U LID UNDER DRAIN UG UNDERGROUND V V VELOCITY (FPS) VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VF VERTICAL FOOT W W/M WATER MAIN W/L WATER LINE WBL WESTBOUND LANE WSEL WATER SURFACE ELEVATION Y YR YEAR z Z SIDE SLOPE EXISTING o POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH ® TRAFFIC CONTROL BOX O UNKNOWN MANHOLE - - - - - - - - - - STORM SEWER OO STORM DRAIN MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN ---SAN-- SANITARY SEWER Os SANITARY SEWER MANHOLE ---w-- WATER LINE © WATER MANHOLE ® WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL G GAS LINE ® GAS METER 0 GAS VENT GAS MARKER ucr UNDERGROUND TELECOM O TELEPHONE/COMMUNICATIONS MANHOLE ❑T TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT - - -UGP- UNDERGROUND POWER O ELECTRIC MANHOLE 0 ELECTRIC PULLBOX (D ELECTRIC METER UTILITY POLE a' DECIDUOUS TREE CONIFEROUS TREE BUSH GUARDRAIL x - FENCE - xxx- MAJOR CONTOUR - - - - xxx- - - MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT PROPOSED WATER G GAS uGT UNDERGROUND TELECOM uGP UNDERGROUND POWER Q ` CATCH BASIN 1A 1B 15" RCP STORM DRAIN - DRAINAGE FLOW PATH O S SSA SANITARY SEWER FIRE HYDRANT QO SANITARY CLEAN OUT { FDC WATER METER ® WATER VALVE GAS VALVE O BOLLARD STREET SIGN 10+00 11+00 x x XXX XXX +12 00 STATIONED ALIGNMENT LIMITS OF DISTURBANCE GUARDRAIL FENCE MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION SITE LIGHT PARKING SPACE COUNT TRANSITION FROM 6" TO FLUSH CURB OVER 5' - d v d L TRANSITION OVER RAMP (LENGTH VARIES) 8.3% MAX CG-2 CG-6/CG-7 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST 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. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY 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 III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 2% LANDING CG-12 5% MAX GUTTER SLOPE DETECTABLE WARNING STRIP SITE INFORMATION CONSTRUCTION PLANS AND/OR GRADING PLANS. 4. SOILS INFORMATION SHOWN HEREON IS PROVIDED BY THIS MAJOR SITE PLAN AMENDMENT PROPOSED SEVERAL NRCS WEBSOIL SURVEY. ADDITIONS TO THE CHARLOTTESVILLE ALBEMARLE SPCA, A 5. SEDIMENT & EROSION CONTROL WILL BE PROVIDED IN NEW PARKING LOT, ACCESS DRIVE, AND ASSOCIATED SITE ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT IMPORVEMENTS. CONTROL HANDBOOK. 6. THERE ARE NO KNOWN FEDERAL OR STATE PERMITS OR SITE SURVEY INFORMATION CONDITIONS THAT LIMIT DEVELOPMENT OF THE PROPERTY. THERE ARE NO MAJOR OR MINOR FLOODPLAINS LOCATED WITHIN THE SITE. NO KNOWN WETLANDS OR WATERS OR 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), THE U.S. EXIST WITHIN THE SITE AREA. VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS 7. THE PROPERTY CONTAINS NO KNOWN HAZARDOUS OR BASED ON NAVD 88. DATUM ESTABLISHED THROUGH LEICA TOXIC SUBSTANCES AS SET FORTH IN THE TITLE 40, CODE SMARTNET. OF FEDERAL REGULATIONS PARTS 116.4, 302.4, AND 355 OR 2. THE SURVEY HEREON IS BASED ON A FIELD SURVEY BY IN VIRGINIA DEPARTMENT OF WASTE MANAGEMENT TIMMONS GROUP COMPLETED ON SEPTEMBER 4, 2014. REGULATIONS. 3. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY SHOWN IS 8. AS PER VIRGINIA DEPARTMENT OF CONSERVATION AND BASED ON EVIDENCE RECOVERED AND LAND RECORDS RECREATION MAP TITLED "GENERAL LOCATION AREAS OF AVAILABLE IN THE CLERK'S OFFICE OF ALBEMARLE NATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL OR COUNTY, VIRGINIA. NO TITLE REPORT PROVIDED; STATE THREATENED OR ENDANGERED SPECIES. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON. 9. THERE ARE NO KNOWN HISTORIC ARCHITECTURE OR 4. EXISTING STORM AND SANITARY SEWER LINES HAVE BEEN ARCHAEOLOGICAL SITES ON THE SUBJECT PROPERTY. FIELD LOCATED IN THE IMMEDIATE AREA OF THE SITE. 10. THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECT, OTHER UTILITIES SHOWN HEREON WERE AS DESIGNATED OR STRUCTURES MARKING BURIAL PLACES AS BY MISS UTILITY DESIGN TICKETS. TIMMONS GROUP MAKES DETERMINED BY VISUAL INSPECTION. NO CLAIM TO THE COMPLETENESS OR ACCURACY OF 11. ANY CHANGES TO THE PARKING LAYOUT OR SUBSURFACE UTILITIES SHOWN HEREON. REDUCING/INCREASING THE NUMBER OF PARKING SPACES AS SHOWN ON THE APPROVED FINAL SITE PLAN WILL REQUIRE REVIEW AND APPROVAL OF ALBEMARLE COUNTY. 1. THERE ARE NO DOWNSTREAM IMPOUNDMENTS IN THE INFLUENCE AREA OF THE PROPOSED DEVELOPMENT. 2. THIS PLAN COMPLIES FULLY WITH THE AMENDED CHESAPEAKE BAY PRESERVATION ORDINANCE PER THE JULY 7, 2003 BOARD POLICY FOR THE TREATMENT OF APPROVED AND PENDING PLANS OF DEVELOPMENT, WITH AN EFFECTIVE DATE OF NOVEMBER 18, 2003 AND WITH REVISIONS ADOPTED BY THE BOARD WITH AN EFFECTIVE DATE OF JULY 12, 2005. 3. PROOF OF VSMP PERMIT MUST BE SUBMITTED TO OWNER/DEVELOPER PRIOR TO APPROVAL OF ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC STANDARDS SET FORTH IN THE LATEST VERSION OF THE VIRGINIA RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING STORM WATER MANAGEMENT HANDBOOK, VIRGINIA DEPARTMENT ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS ALBEMARLE COUNTY DESIGN MANUALS, AND PROJECT DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS SPECIFICATIONS. OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1. THE SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN (ON -SITE) AND REFERENCING DETAIL MANUALS FOR THE THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE ABOVE LISTED AGENCIES. THE CONTRACTOR SHALL NOTIFY CONTRACTOR MUST NOTIFY THE DEPARTMENT OF THE CIVIL ENGINEER PRIOR TO CONSTRUCTION IF CONFLICTS ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OR DISCREPANCIES ARISE BETWEEN THE APPROVED CDs AND OF CONSTRUCTION. AGENCY DETAILS AND MANUALS. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 2. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK CONSTRUCTION INDUSTRY (29 CFR PART 1926). AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION DURING CONSTRUCTION OPERATIONS THE CONTRACTOR CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE CLEARING, GRADING OR OTHER CONSTRUCTION. SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES SERVICE. OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT 3. CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY EXCAVATION. VERIFY LOCATION AND ELEVATION OF ALL THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIOR RESULTS FOR APPROVAL. TO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 INDICATED. IF THERE APPEARS TO BE A CONFLICT, AND UPON (HORIZONTAL -.VERTICAL). WHERE REASONABLY OBTAINABLE, DISCOVERY OF ANY UTILITY NOT INDICATED, CALL "MISS LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. UTILITY" AT 1-800-552-7001 (TOLL FREE). 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED 4. ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS REQUIRED TO COMPLETE THE SITE WORK AND FURNISH PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE COPIES TO THE OWNER. ANY WORK DONE WITHIN THE VDOT OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY RIGHT-OF-WAY REQUIRES A VDOT PERMIT. LINE OR A NATURAL WATERCOURSE. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION. NOTIFY THE 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, CHIEF INSPECTOR 48 HOURS PRIOR TO START OF WORK. LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 6. REFER TO ARCHITECTURAL / ELECTRICAL DRAWINGS FOR DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL ROUTING OF UNDERGROUND WIRING FOR SITE LIGHTING. GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN 7. DRAIN ALL DISTURBED AREAS TO APPROVED SEDIMENT WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR CONTROL MEASURES AT ALL TIMES DURING LAND THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. WHEN DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) UNTIL FINAL STABILIZATION IS ACHIEVED. FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF 8. ALL RETAINING WALLS AND VERTICAL DROPS 30" AND HIGHER GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE SHALL HAVE 42" SAFETY RAILING. INCREASED TO SEVEN (7) FEET. 9. BURNING OF CONSTRUCTION OR DEMOLITION MATERIALS IS 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL NOT PERMITTED ON SITE. RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 10. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO STATE AND FEDERAL REQUIREMENTS, STANDARDS, AND VDOT STANDARD PE-1. SPECIFICATIONS. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE 11. ALL TEST PITS SHALL BE PERFORMED 10 DAYS PRIOR TO REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE CONSTRUCTION AND ANY DISCREPANCY IN THE RESULTS OPINION OF THE DIRECTOR OF ENGINEERING, OR THE FORWARDED TO THE ENGINEER FOR A REDESIGN. SUCH DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. REDESIGNS ARE SUBJECT TO OWNER APPROVAL. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF 12. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL OF AN UNUSUAL NATURE IS ENCOUNTERED, THE SUBDIVISION STREETS. CONTRACTOR SHALL CEASE WORK IN THAT AREA AND 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER IMMEDIATELY NOTIFY THE PROPER AUTHORITY, THE OWNER, WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL ARCHITECT, OR ENGINEER. PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 13. ALL RETAINING WALLS SAND GREATER IN HEIGHT REQUIRE A EXCEPTIONS WILL NOT BE ALLOWED. SEPARATE BUILDING PERMIT. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET 14. ALL STEPS WITH THREE OR MORE RISERS SHALL HAVE HAND NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL RAILS. STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION 15. ALL ADA ACCESSIBILITY IMPROVEMENTS PROPOSED/SHOWN SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN ON THIS PLAN, INCLUDING BUT NOT LIMITED TO PARKING REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR SPACES, AISLES, ROUTES, AND SLOPES, COMPLY WITH THE MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 2010 ASA STANDARDS FOR ACCESSIBLE DESIGN AND THE 2012 15. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR USBC. BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, 16. ALL FILL, BASE AND SUBBASE MATERIAL SHALL BE IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DIRECTOR=S DESIGNEE, THEY ARE DEEMED NECESSARY IN DETERMINED BY AASHTO T-99 METHOD A WITHIN PLUS OR ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH ANY DEDICATED RIGHT-OF-WAY. THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 17. SIDEWALKS AND TRAILS SHALL BE CONSTRUCTED ON A SUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT (AASHTO T-99). 18. SOIL TESTS (CBR TEST PER VTM8) OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF SUBBASE THICKNESS PRIOR TO CONSTRUCTION. 19. ALL FILL SOILS UNDER EXPANDED PAVED AREAS OF ANY DEDICATED RIGHT-OF-WAY AND ALL PARKING LOTS; PRIVATE STREETS; PARKING BAYS; CURB AND GUTTER; AND SIDEWALKS ADJACENT TO STREETS AND PARKING LOTS (NOT INTENDED TO INCLUDE LEADWALKS), SHALL BE COMPACTED PER GEOTECHNICAL REQUIREMENTS. 20. PROPOSED SIDEWALKS MUST BE CONSTRUCTED WITH UD3 UNDERDRAINS WHEN LONGITUDINAL GRADES ARE 3% OR GREATER UNLESS SOIL TEST CONFIRM THAT THEY ARE NOT NEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (APPLIES TO ALL PUBLIC AND PRIVATE SIDEWALKS). 21. CONTROLLED FILLS: A. CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENTS, TRENCHES FOR UTILITIES, AND IN ANY AREA DESIGNATED ON THE DRAWINGS. B. CONTROLLED FILLS MUST BE COMPACTED TO 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO-T99 OR ASTM-D698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER PRIOR TO FOOTING CONSTRUCTION. C. CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY. BEGINNING FROM THE EXISTING GROUND SURFACE. UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. D. THE SURFACE AREA DIRECTLY BENEATH AREAS TO RECEIVE CONTROLLED FILLS OF LESS THAN FIVE (5) FEET IS TO BE DENUDED OF ALL VEGETATION AND SCARIFIED AND COMPACTED TO A DEPTH OF SIX (6) INCHES TO THE SAME DENSITY AS THE CONTROLLED FILL TO BE PLACED THEREON. Lic. No. 04' 02141107 g� Y M E 0 0 M U N u� lV c: > E w °� E ~ U c'u 0 LL o w O r6 d' Lu L M Qa _j U 00 W = - Lr; a > o (7 W (V 0 O x � 0 LL 0 a 0 u _ CV = U > � Q- 0 cy) N ill M a� CO J V) 0 0 0 w w U Q z O 0 • • Adffik• • CL O c� m 0 d U w z 0 V) w � z w OU W a OO w co w o ~ N 0 DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE U CLL V) Q Lu z J W Lu Q J 2: 016 Lu m a w J ~ Q z °0 z ww J Q m z > Q JO r ^ I� V J Lu Q I\ -I Lu 0 0c J CO U JOB NO. 40204 SHEET NO. cl.0 Wa 00 a� O (D �U) z �0 0 c � E 0 �_ �N a o � 3 z N 0 �Q x T � � o Qw o .3 n >co �N x c: o .o U U w2 0 N o 0 0 Ea D� U @ O Wa U O c N _o @ U a 2 cN MU) U) o co U Q o � - -r- .:_ L- c O c s 0 T a N N 00 0 N ( N r C O N 0 d ui z O t 0 z 0 U TMP 45-112F TEMPORARY;'r �- / GRADING " '�� %r FOUNDATIONS L L C EASEMENT DB. 2834, PG. 001 D.B. 2120 PG. 363 25�GR ZONED: R-6 / SD CURB INLET W/MHD p Q -�- I I ( F 2 / CRAIGW J. K(YFARSKI / TOP=525.51' p��ASC'� lwY I / / 7d SD CURB INLET W/MHD / / NN D.B. 2t2C�P�363 S - / / ]c.IvTf3. �14 Zii4$S0% INV. OUT=519.81 15 RCF / J I� ► TOP=518.79 / I / TMP 45-8� ``I 1 / INV. OUT-512.8�1%5" THEu ALBEMARLE SOC%ETY�76R THE TMP 45-86A -It \ S�0 2��3„ op'� \ P�?EVENTION OF CRU L TY TO AN MALk�\y /��, 0 NAL COMMONWEALTH OF VIRGINIA / > >\ 10Sr ��� I I i 1 DB. 2096, G. 111 j % / / l I I / // � Y � / > '37 / APPR/X.�j o AnbN OF' _ZONE : Cf 1 RIGHT OF WAYDIVISION / l GRAVEL / /�TREECONSER ATIONA4EA j -� / // / r l l \l / I I ► / / I / ' DB. 2014, PG. 024 / \ l / r / / f;��` Tom- / , ! :{/ \ M I ► / / l 0.2 AC (/f o.76 � / l llq ZONED: R-6 13, f / PATH / l P / r f� / ' I / / _ "E , / �N \ \� 1 / / / / �G�%/ /r� / / / _ / / l / I y r i� // - INLE W/MHD N o LIMITS OF , = o , ��� \l / / / / U / // / E � _ - -- - �/� / / / - 17.82 � � CLEARING AND- '� / ��/�r / rdt=511.F2'1RCP (NW) > E /p5 // „ �; E \ GRADING \ /���� _=51116i15 CP (SW)) _ , ROeK / , / / / / n / / �� /�� _ _ _ / _ ,r r r /l-OTJT�511.42 5 RCP F- u, > � L _ �� �� -ARMOR , \ / / ///i , / ri y i !- z�_ �P r�� f1 w96D / % / �i, /�/ s`= _ - - - - �� D CU B INL E W/ MHD o U. �\ - - - ' , _ - - ' _ ♦ -555 - / . dYDBANT OTA64DQ / /ir r�i�///� �i,%�" r-� � �W -t � I ��� �� r r TOP=594.35' � W L mo INV. pUT=51 .75' 15"RCP w /fir/ ///i/� i r \f,`--T • _x�;; ,�1� / _ a W o �' a . \ ` SD U B INLET W/GR TE R,�ITE) 513.88 a�`nQ w / �� / //r/ram/ /i� r ���\ \\ V. =510. 0 15 RC (NORTH) Of woQ :QT 3 o - - - ' \ / 0� 1N-51 43' 15" RCP EST) cn x v N z Nki / 1 \ / / IN .OUT 510.25 15 RCP a PA KIN -543 - ' �� � � � "' _ /i \ \ 1 II I I BU SOP SIGN \ N > 2Lu �' _ EAR _ -S_TR Ic - \ �\ r� /i �4 11 Cp I- -550- Tr - - - - - - - \ - \ \ / / / \ / / /\ ; ' / // // � //% , /EA�SL 1� / / l } 1J MMFj� a Z 3 / " r \ . / r Ij C/ W 6 / / 15 RCP \ / \ /� r / / /D.B. 142 /� 1A I / �9� FNl LIMITS OF RqN S RAMP ADS (x3) \\ / I / . r / ( C X / / D ll\iLE / I'7 /� // CLEARING AND E O / / ; , / \C� I IT /I/ // /1/ / �I / GRADING MH v \ / �_ - - - m \\ 1//r r/ r/ / so, / /, /, r / lQ✓V.IlN�5d9.121 1 l/ / 8 R � a FFE=543.46'\\ / - / r / / ' : /�`� �/ / /INV.INV. 1N=507.56 18 'RCP (EAST) O FFE=543.46' I � J ® / / / P; //, / / r � / � / / � � \ IN 1N=507.30 18 RCP (WEST) W \ 1 G/ / fie-°' / / / h / / / I y �'/ / INV. OUT=506.62' 18" RCP \ \ \ \ 543.46' FFE=543.47' I I - V //� / \,`/. / / / / // / 7 W \ \ / STR A' FFE=543.46' / - \ / / ( v' /i / / / r/ / R O FFE=543.44' FFE=543.49' I J------_� / / ,'�/ 1 �P,'\ / i- - %\ , / / / r ///,/// //�i/ / / \ �1PPROX LOC A SD CURB INLET W/GRATE > FFE=543.47 \ - �/ ( ) H FFE=543.42' R D% i i \ / / / ,/' � \ � \ - T' / / j / / � / EASEMENT PO TOP GRATE 510.39' _ I / I� / , , %� + / /j r // / M / INV. OUT=507.89 18 RCP o 00 Ll I /j / 1425PG./+62 > w \ SD CURB INLET W/GRATE w o - 1 / ' /- - 1 / / / % TOP GRATE 511; 34 ( ) v n 2 STORY - \ \ \ / ,/ , / rr/ / / INV. 1N=508.81 15 RCP NORTH a o FFE 543.49' BLOCK& HARDI-PLANKBUILDING FFE=543.47' UPI I l 'b638\ \ �% / / //// // / / /// lINV. OUT=508.41' 18"RCP o Z - ' / r / r/ y� / / / // \ (CASPCA FACILITY) OI�I / <r 5�9-10 / r , // // 1p / v, DATE \� N \ \ I Y 3355 BERKMAR DRIVE I / i 1641 / / - - - - 'PA II 1 / - l\ ///� s\ Q 04109118 ? CONC. PAD CONC. PAD / 1639 - - �� / / / / // V (127'x3.7) (17'x8) - L1 CL��n ( ' _ - _/ _ =li - _ - _ / ,r/ �l%/�/ // / //� O G� \ \ ? W/GENERATOR W/AlR9.10 DRAWN BY \ - FFE-543.49' VWL \ \ - 5 _ �/ / / / / \ \ \ \ \ Q CONC. PAD FFE= TRANSFER ) 4 - / / / \ �s \ \ \ \ (6.8"x 7.8) W FFE=543.49' / _ - /- - - - ' / / 530.12' �� / 1 / / / /✓ _ \ / / /r / 10' ANITAR�'SEWS // / ��. \ \ \ l FFE=529.62' T/ 7 0 _ - __ TRANSFORMS FFE=543.49' / / �7 _ /% 9 ! / ' / /// / ,j SD CURB INLET W/GRATE B. 2120 G. 363 - / ' / \ \ � � )( FFE=543.49' C C� - - l l l / / - � \ , _ / / / E SEMEN / , - - _ � _ / / - / _ \ \ \ \ \ \ \/ ♦ �r ♦ , / l �12 TT l l /// Tf(RnS - $/ /// / / DESIGNED BY 1 1 \ _ _ �� ��� - ` \ \\� / ♦ I 1E o / / l Gi E R o - ', r/ �// / / TOP (GRATE)=509.20 • < _ _ / r �� -\, , / r • 1. WILSON \ _ X W) I / / / �� / g INV. OUT=506.25 18 RCP \ \ 1 I � / / / r\\\--_---- / \ \ \\-�-� / HCRAMP SST E l / C EBL�fN � � f / „ \ \ \ \ \ 1 I / / / / r / / / / \ _ _�` - _ ` _ - "=��crL - , SE i �/ r rri'// // / r • CHECKED BY SD CURB INLET W/GRATE \ - - - - - - - _ 1 I . /- / TOP GRATE -508.60' P� _ ____ - _-_-_ / / / \ \ / / . / ��'Qc',o , „ • C.KOTARSKI G� �` - _ _ - , / CONC WALL I \ \ V u' / / / / / / r /%/// / �� ' \ / , _ � /�N� �, / ` _ r r \\/ /, INV. 1N=504.00 18 RCP (NORTH) 7. -. 1 L/� \ / / \ / %/ ( ) • SCALE RE/NFORCE I I \ s / / / / / / / / ,r , IN 1N=504.33 18 RCP WEST \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ I , r ♦ _ - / _ _ - \ ,s - - PARKING // / / / INV. OUT=504.02 18 RCP `''O- -/_- \ , CONCRETE I�A EA 1 \ II^ \ / /�//�/ i/ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\ \ \\ 1 I I I I I ( / / _�\1\----\-____ ® MP TE PA \ \ II `/ /// / / �I J\ / APPROX. LOCATION • _ \ C 10 10 VIRGINIA POWER EASEMENT _ - � SD CURB INLETW/GRATE \ \ \ \ \ \ \ \ \ �,, \ \ \ \ i - ' ♦_ - �7l - _` - - - - _ � - _ _ - - - - - - - - / ' / / / / , TOP GRA TE =509. 44 \ J�\ / INV. OUT=506.26'18"RCP \ \ \ \ \ \ \ \ \ \\ \\ \ \ w \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \\ \\\\\ \ \\\ \ \\\\�` \ \ \ \ \ \ \ \ ' I �♦--------- O - - _ �---- - °/WIER--- l Q -rl �1�/yl / <C/ ON �Cg V SD CURB INLET W/GRATE \ \ \ \ \ cr \ \ \ \ \ _ \ \ \ �� - - _ _ - - / / A\� / TOP GRATE-509.06' \�\\ \\ \\ \ \ \\ \ \ \ \ \ \ \ \\�\ _ - 11 ,P , / C�" / / /r o Too ( )- ` \ \ \ \ \cr\ \ \o \ \\ \ \ \ \-----------------_-- EiVIL TION /NV.lN=502.76'18"RCP (NORTH) \ \ \ \ \ \ \ cs \ �\ \\ \ \ \ \ \�\�� _ �� ��--MET9L-FENCE „ \ \ \ \ \ \ \ \ \\ cr\ \\ \ \\\ -- - - - - -- IN IN=502.9518 RCP(WEST) V -INET - - - - - , _ - I P 1 / / 51 �G ` _ <v INV. OUT=502.76' 18"RCP � \ \ \ \ \ \ �� \ \ \\�\ \\ `�\ \ - _ - - - - - - \ - - - - - - - - - ' - \ Ili � '// / �' � \ ,S�N / / � V44/ \ \ \ \ \ \ \ \ \ \ \ \ < SW LE -5� \ \ \ - - - - - - - - - - _ \APRR?9X.\LQC�IT\------- - - - - -- ♦ r// ��OOpOMy IIUTERMI k7'ENT �\TRkA \ \ \\ \ _ _ _ - - - - - _ / / \ \ \ - - - - - - - - - - 1 r / !/ \ �/�� Lu LO \\T�45-8�� ��S� \ �� - - - '\-1 I III / / / /` OQIj O J \\ \ \ \ \ \ \ \ _ _ \ \� \ �'H `A�`BglltjXll�L ' $ CI T-Y Qi?J H \ \ \\ � ` _ =-_ _ - _11 I \ \ \ \ �\ \ i_ - \ FLUME / \ \ \ \ \\ \ \ \ \ \y �� \\ '}� Z`� 6F-C�'LZELJZ? Fa �A/�Y//l N66� ♦ / \Xr\/ / \ �� 'O Q SO" �\ \� \ \ \ \ \ � \ \ 11 ( ) 1 M \ RISER 2.5 x 2.5 GRATE I � / � � � � TOP=512.70' `� lNV 1N=510.40' 6"PLASTIC SW " P \ /I APPROX. 44' FUTURE R/W. O (SIN) 11 / RESERVED FOR FUTURE DEDICATION FOR \ \ \\\\\\ \\\�\\ \\ \ \\\ \\\ \ \ r\\ \`� I►h/ NV. IN=509.40'6" PLASTIC (NE) I 11 I /\v I P \ \ \ \ `\ \\ \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \\\ \\ , �\ c 30 RCP lNV OUT=509.01 ' 15" CPP ll / �I p\a PUBLIC US UPON DEMAND OF THE COUNTY. w H� ___--__ 30"RCP II I \ APPROX. LOCATION M j \ 876 \ \ \ \ o \ \ \\\ \ I \ \ \\ \ \ \ \ \ \ \ O /--__---- -- --- ---- I_ WATERLINE ---__ _ _ i EASEMENT J Q TMP 45-109C3 \ \ \ \ \ \ \ \ \ \ \ \ \ \ / - - _-� \ ` D. B. 1423 PG. 433 z \ \ \ \ \ \ \ \ \ \ \ I ;� / EARNER, JAMES & ROXANE \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ ► / S7� \_ N l s, S68°03'00"E l MHD \ \ \ \ \ \ _ / TOP=514.14' DB. 4826, PG. 608 J \ \ \ \ \ \ \ \ I _ 1 ZONED: C-1 0 12. 04' \ ` OU O \ \ \ \ TMP 45 1 1 \ \ \ \ \ \ I \ � N)9ERSON, JUDITH T_ INV. 1N=498.89' 30"RCF w JANICF\PEARL ANDERSON I 1 \ \ \ \ \ / I - _- -INV. 1N=508.79' 15" RCI- SD INLET W/GRAT J Q U I \ \ \ / l - INV OUT-498.89' 30" RCP 2.5' x 2. ' DB. WB 128, PG 063 J g 1 11 I I I 1 \ �\ / \ -- E j R \ TOP=516.08 w ZONED: R- 1 1 1 1 1 I < \ 'i - - - - INV. 1N=494.08' 30" RCP 6 /NV. IN=506.75' 15" CPP (from BIO) J uu Q / INV. 1N=507.08 15" RCP (SE) V l NV OUT=494.08' 30" RCP r ^ W NOTES THIS SHEET IS PROVIDED TO DEPICT EXISTING CONDITIONS O FOR THE ENTIRE PARCEL , j I..L i U co 00 Q z JOB NO. SCALE 1 "=40' 40204 SHEET NO. 0 40' 80' C2. 0 0 M U N O 0 a3i 0 O cu a T c `o a) ro co 0 co U) a cu 0 0- 0 3 N d �o o� z �o 0 C 0 -0 r- C N d O D O� �3 zN O � a g x o 0 m 0 a� o .3 a 0) ro c N co �N X O O O O U i N N (6 0 O Ul U � O N E 7 � U N N � O U N O N ,O co L) -0 i cN M� N o O U O U� L C O U) 0 T 2 a N N 00 0 N M N r- 0 0 a 6 a 3 z a J a _ROCK ARMOR YARD / / //, �=� -- _� J / / WOOD / / /r�// /` , / - S C RB INLET /MHD - , _ , - ♦ \HYDRANT T \ \ FgdT-BRILSG� ' �r /, / / / /// "/'/ /,s` OP 514.35' / / / / / /i/ii OU1-51 a 75' 15" R vV ---- - -- - -- - �\ \ \ ,� /' / -' 1- / i /�i////// /i / / \;' \ - _-- \�; / SDCyR8, -g�WIWRRATE ' REIblO LIGHT r - - - - - \ \ \, / - -, �/ / // //i ;'� - " �' \y\ '�.� TOP/(G ATE)=513 8 - - - - ' FIXTU /, / / / / - _ - I I I / / / �i / / \ >. \ 5 _5 _ _ _ - �\ \ ` \� I I / IN 510.30 1��RCP (NORTH / r / / /i / ��., ,'t / - - _ - _ \ l l=510.43 5 RCP -- � �'_ / I \ \FjE'N10V �X. CG-6 $� � / � / /r/ ` \ \ (WEST) SAW �I3T AT NEAKEST JO,N T /�/ // / //� \\ �A '� ��, _� 1, ` \ V. UT=510.�' 15" RCP r /col � � , KING _ _543 - - - \ ` / lPP /4 / // //i l � 1 / \ \ ; I I I I I / / US STOP SIGN/ DTI N / / „ f /G F�,�, _ / '/ _ - _ a � ■ -TR cl � � - / _ / / „RCP �/ \ / /' \ -'/ rr /' / //{// / Y / / ' //' / // / D18.1142 1P61 I / / / I \ 512 N�R�Nc E CONC PADS (x3) / SCE CUkB II ILE�T WY MHpLu _y / r/� / f TOPS .52 INV. YN= 19.112' 115" PCP�� M D INVIOU, =519. 02' 115" lY I / / / / / / / \` \ OP=510.72' , FFE=543.46' )\\ ` \ r \/ r //y ¢ // / / % I I I I ii�/ /` / \ `\�c� ' INV. IN=507.56 18 RCP EAST, FFE=543.46, ■ I \\ J O \S W r/ / / O�P \ / /r / / / / r ��� / / I , /\�\ \ \^ INV. IN=507.30' 18" RCP (WES7 wpm 543.46' \ I I /� / / / I / INV. OUT=506.62 18 RCP � � , r REMOVE -FE E �/ / FFE=543.47 � 0 , / / � 8„ STR A' - FFE=543.46' II / - - ) \�" ', /%� /� / / > ' 1 \�, C r / / r / / / / / / / // / /i r / \ / // R SD CURB INLET W/GRATE / \ / / / / PPROX. LOCATION \ ■ /---------- /� / / , %`P' \ / / / / / / /i/ / / r j/ / / r - 10' VIRGIN/ POWER TOP (GRATE)=510.39' ` %� FFE=543.44' FFE-543.49 k\ J , , ` / /; / r / / \ \ RFC OVE -TREI / FFE=543.47' l \ / / / / / / // \ ` \ � W FFE=543.42, \ D / - ; / / / / % \ \ / / / / / / / / r// / / EASEMEN INV. OUT=507.89' 18" RCP // D.B. 1425 G. 442 SD CURB INLET W/GRA7 / / / / / / TOP GRATE -511.34 � / , / / // INV. 1N=508.81 15 RCP 2STORY I ' _ - / ' ///9' / / REMOVE FEN / ,I I \ \ 1 _ _ / / / / / / // IINV. OUT=508.41 18 RC \ \ \ BLOCK & HARDI-PLANK BUILDING I I I ' \ / - - - - !� / /�/ / FFE=543.49 FFE=543.47' I I I \ \ \ / / / / / / / U 11 1638 (CASPCA FACILITY) z/il 1 0 I 10 \ /� 3355 BERKMAR DRIVE � I I / �f --V 1, B \ - - _ _ _ t / // / / / / / 5A0641 ' ® � ■ , III /-' , \ \( 1 c c / CONC. PAD OS / \ \ \ \ U CONC. PAD C, a - - ' ` \ \ (12.7'x3.7) / _ II ; �53V�� \ - _ - - _ - - - - - W W/ GENERATOR W/AIR) FFE=543.49' / \ ¢ - - - CONC. PAD FFE= TRANSFER I I \ UWL (6.8"x 7.8) Wr 530.12' FFE=543.49 TRANSFORMER FFE=529.62 - FFE=543.49 - - SAN - - \ \ - / x FFE=543.49' / _ G2VE T�hRS - / / / // / / ,' /i r ,/ \ ' t //�/� 1 SANITARY,6EWER - , l ?\STEPS \ l l i / h TARr�S AEDMENT / - - - �.- \ - - _ \ \ \� \ \ \ \ _ - - / ■ I ■\ 11 RISER 0 0* /S EP G. - `', / / / j // / / D.B. 2120 P# 363 I/ a _-_- / I I R EI / l SANIT SEiWEtR / / / / �' >' /%//r /l / / SD CURB INLET W/GRATE /POSSkB �,L ATION _ ///� / DON ■ /'// TOP(GRATE)=509.20' �■ wO , / / - / / / / / //� \>8�� ' I INV. OUT=506.25' 18"RCP EASEMEN RPrb_EL_�A_TF� �T/RE S. AF7NA VE W/M \ �/, / / S / EEL/ \ \ \S \\--•- - ----- / / - A // \\,�\r// r/////// / /�� SD CURB INLET W/GRATE 00 - - � TOP (GRATE)=508.60 INV. 1N=504.00' 18" RCP NORTH -REMOVE F�NCE-/ Fj� _--- `\'/ / / / �� // � % INV. IN=504.33' 18 " RCP (WEST) LOCAT/ONV. 10 VIRGINIA POWERINOUT-504.02 18 RCP 52___ '"3 S w' ///' I \ \_ / / / /// / I //Q EASEMENT - - - - - - _ _ \-_- _ 5 - _ -- EMQ - --� ----- - _\ ��------� -r - - - \\ ram/ /rr / / / / I //.�-aSd NV�W/GRATE -ADJUST X. U ITV LINE \ T� , , - - - \� / / `b - - '� TOP GRA TE -509.44' STRUCTURE-T-O-- - ---_ -� -- -� / / / --- I \ //// >2„ I / ( ) ___---- -- r '/ _ /�, -- \ / ' / % // �\ ,Q I INV. OUT=506.26'18"RCP cl -C9N�/ERT TO MFfi_ _ I`JX-TUBE _ - = 62 __ J\ \\-------_\ \__ ID .-P/' - I / Q' /'- -/ / /// / / / TOP (GRATE)-509.06SD CURB INLET RATE -1\lEVitTR€ELINE_ 0 \ \ _ -d - - - - - A Zi€ ATT / SOP=514.3 I /e / / / J�� / I / 11 \ �-�-- _ B a�6�6 � / /�`Z'/ / / / l INV.lN=502.76'18"RCP (NORTH) PJ(, / r //\� z / r // o III INVIN=502.95'18"RCP(WEST) _METAL FENCE_ - - - ' J / � / / / / - - - ' O O G v = INV. OUT=502.7618 RCP \\ WE�TWEA PE�IR\\\ \ `\ \\ \ \ - - ------------- �'PJ / /'/' \dR 'A 3W Lam\ \\ \ \ \ \ \ \ \\\\ _ - - - - - - - - 5 _------- --- II ,/�/ \\ \ \ `\------------------ /\\ - - - - - - NEW \- _ I/ '� / �� \` N1 // / / '14/ IN,/� ./ AP� Off( LbCANON` F I � Op�h \ _ \ \ I `TNT RI641T�CE TS7�REAl�1 `\\ \\ --------- --___ �- / a 441 T44P,,4�88` \ \ ` \ \ \ \ \ \` _ _ ' \ - - I CONCRETE TJlEA�L E)ORLLF,SO<E�TY'-F6R TPE\ \ \ ` / \ - _ _ _ _ _ _ - ♦ / / / Mh \ \ \ \ \ \ \ \ \ _ \ \\ I FLUME \ I \ �F�EDCO N�IC?I1��F �l�uEI�TY\�QANIII�,gL� \ \ \ \ \ \ , \ _ _ \ \ \ \ k \ S� \68. �14�I4,, PCB 616 RISER (2.5 x 2.5 GRATE) �` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l l TOP=512.70 \ \ \\ \ \\ \\ \ \\ \\ \ 1 1 /NV. 1N=510.40 6 PLASTIC (SW) \ \ \ \ E� N(7i.` \ \ \ I I \ \ � � \ \ \ \ /NV. 1N=509.40' 6"PLASTIC (NE) 11 ` \ \ --I III ` 1 i 1 _ „ TMP 45-109C3 / APPROX. 44' FUTURE R/W. _ _ III lNV OUT=509.01 15 CPP RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON Nsso \ \ ` , \ \ \ \ \ \ \ S \ \ \ ` \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ �\ \� - // 70 LARNER, JAMES & ROA NEII \ / I / \ DEMAND OF THE COUNTY. \ > ` - \ `� \ ` \ 1`\\ \ \\� ` \ \ \� \\ \ I/////// DB.4826, PG. 608 I II \ \\ \\ \\ S�>�r \\ \ \\ \ \ \\\ \ \\\\ \\ \ \\\\ \ \ \ \\\ _ n \ \ \ \ \ \ \ \ \ \ \ \ \\ `\ \ \ \ \ \ t \\ \ l ZONED: C-1 I 11 I / \ APPROX. LOCATION \ \ > �_ \ \ rs \ \ \ \ \\ \ \ _ \\\ _ \ l __-- _-_ __-_ 30" II I \ WATERLINE \ \ \ \ •66, \ \ \ \ \ \ \ � \ \ \ \ \ \`` � \ \ >O \\�`T�- EASEMENT MHD D.B. 1423 PG. 433 TOP=514.14' \ INV. 1N=498.89' 30" RCP o , , \ SITE/CIVIL GENERAL DEMOLITION NOTES DURING DEMOLITION OR CONSTRUCTION ACTIVITIES. THE STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL WORK, SHALL BE ADJUSTED OR RELOCATED TO FACILITATE REPRESENTATIVE OR ENGINEER PRIOR TO PROCEEDING WITH ITS DEMOLITION LEGEND THIS SHEET IS PROVIDED TO DEPICT DEMOLITION PLAN CONTRACTOR SHALL DOCUMENT THE ENCOUNTER AND THE MATERIALS DOCUMENT ANY UTILITIES OR UTILITY SYSTEM STRUCTURESTO THE CONSTRUCTION. EXISTING FEATURES TO REMAIN MAY BE RELOCATION/DEMOLITION. FOR THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE TEMPORARILY RELOCATED AND/OR ADJUSTED DURING CONSTRUCTION. 6. ALL UTILITY SYSTEMS SHALL BE PROTECTED AND REMAIN IN SERVICE REMOVE SURFACE FEATURE 1. NO DEMOLITION CAN BEGIN UNTIL ALL EROSION AND SEDIMENT THE APPROPRIATE ACTION(S) TO BE TAKEN IN ACCORDANCE WITH THE APPROPRIATE ACTION(S) TO BE TAKEN. DO NOT DISTURB EXISTING CONTRACTOR TO RESTORE TO ORIGINAL CONFIGURATION AND THROUGHOUT THE DURATION OF DEMOLITION AND CONSTRUCTION, CONTROLS ARE IN PLACE, AND ARE APPROVED BY AN EROSION AND PROJECT SPECS. UTILITY SYSTEMS WITHOUT OWNER PERMISSION. CONDITION, IF DISTURBED. SUCH FEATURES MAY INCLUDE CURB, EVEN IF THE SYSTEM IS REQUIRED TO BE MODIFIED BY THESE PLANS. SEDIMENT CONTROL INSPECTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION 9. THE CONTRACTOR SHALL BACKFILL EXCAVATED AREAS WITH PAVEMENT, HARDSCAPE, SIGNS, LIGHT FIXTURES, WALLS AND OTHER 7. DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THE REMOVE LINEAR FEATURE 2. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE WITH UTILITY COMPANIES AND THE IMPLEMENTATION OF APPROVED MATERIALS AS PER THE REQUIREMENTS OF VIRGINIA FEATURES THAT MAY BE DISTURBED DURING DEMOLITION AND/OR CONTRACTOR SHALL VERIFY THAT THE EXISTING SEWER STRUCTURES MOST CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND UTILITY -RELATED WORK. DEPARTMENT OF TRANSPORTATION. CONSTRUCTION ACTIVITIES. ARE IN WORKING CONDITION AND WILL ALLOW FOR PROPER REGULATIONS, INCLUDING BUT NOT LIMITED TO: 6. DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TO 107REE PROTECTION, AS REQUIRED, SHALL BE INSTALLED PRIOR TO 5. UNLESS OTHERWISE NOTED, AND IN ACCORDANCE WITH THE CONNECTION TO PROPOSED SEWER. THE CONTRACTOR SHALL REMOVE FEATURE a. ENVIRONMENTAL PROTECTION AGENCY (EPA) BE ABANDONED OR DEMOLISHED SHALL BE COMPLETED PRIOR TO STARTING DEMOLITION. CONSTRUCTION SEQUENCE INDICATED HEREIN, THE CONTRACTOR IMMEDIATELY NOTIFY AND DOCUMENT THE CONDITION OF THE b. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) OTHER SITE DEMOLITION. DISCONNECTION SHALL BE PERFORMMED IN SHALL REMOVE AND DISPOSE OF LEGALLY OR TEMPORARY RELOCATE, STRUCTURE TO THE OWNERS REPRESENTATIVE AND OBTAIN DIRECTION c. VIRGINIA OCCUPATIONAL AND SAFETY HEALTH COMPLIANCE FULL COMPLIANCE WITH APPLICABLE CODES, REGULATIONS, AND THE SITE SPECIFIC DEMOLITION NOTES ALL ABOVE OR BELOW GROUND FEATURES WITHIN THE PROJECT AREA AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. PROGRAM (VOSH ENFORCEMENT) REQUIREMENTS OF THE UTILITY PURVEYORS. IDENTIFIED HEREBY WITHIN, AS REQUIRED TO PERFORM THE WORK. d. VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION 1. IN ALL AREAS WHERE NEW CONSTRUCTION MEETS EXISTING FACILITIES, THIS INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: e. NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR WITH THE UTILITY PURVEYORS, PAYMENT OF ASSOCIATED FEES A SMOOTH, CLEAN, EVEN TRANSITION SHALL BE FORMED. ALL a. LIGHTING FIXTURES AND ASSOCIATED CONCRETE BASES POLLUTANTS (NESHAPS) AND PROCUREMENT OF ALL NECESSARY PERMITS. PAVEMENT MATCH LINES SHALL BE SAWCUT TO FULL DEPTH AND b. ANY FENCING f. NATIONAL INSTITUTE OF OCCUPATIONAL SAFETY AND HEALTH b. THE CONTRACTOR IS RESPONSIBLE FOR ALL PRIVATE UTILITY PROPERLY SEALED, PER SPECIFICATIONS. c. RETAINING WALLS (NIOSH). RELOCATION THAT IS NECESSARYTO PERFORM THEIR WORK. 2. DEMOLITION SHOWN HEREIN IS INTENDED TO SHOW MAJOR DEMOLITION d. TREES (WHICH ARE DIRECTLY IMPACTED BY CONSTRUCTION AND 3. PRIOR TO COMMENCING NEW WORK, THE CONTRACTOR SHALL 7. THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TO OPERATIONS THAT ARE TO BE COMPLETED INITIALLY AS PART OF THIS NOT INDICATED ELSEWHERE TO REMAIN) DOCUMENT THE CONDITION OF ADJACENT AREAS AND PROTECT THOSE EXISTING ON -SITE UTILITY FACILITIES. ACTIVE UTILITY FACILITIES PROJECT. IT IS NOT A COMPLETE DEMOLITION SCOPE FOR THIS e. EQUIPMENT PADS/CONCRETE SLABS THEM FROM DAMAGE IF ADJACENT AREAS ARE DAMAGED DURING ENCOUNTERED DURING DEMOLITION AND/OR CONSTRUCTION SHALL BE PROJECT AS APPLICABLE LANGUAGE OF THIS CONTRACT SPECS f SIDEWALKS/ROADWAYS/CURBINGISTAIRS M 00 0 Q z DEMOLITION AND/OR CONSTRUCTION ACTIVITIES THEY SHALL BE SHUT OFF AT THE SERVICE MAIN WITH THE APPROVAL OF THE OWNER'S AND/OR REQUIRED PERMITS SHALL ALSO APPLY. g. SITE FURNISHINGS (TRASH CAN, BENCHES, ASH RECEPTACLES, RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL REPRESENTATIVE. 3. CONTRACTOR SHALL EMPLOY PROPER METHODS OF SOIL EROSION & ETC) SCALE 1 "=30' COST TO THE OWNER. 8. DURING DEMOLITION AND/OR CONSTRUCTION, THE CONTRACTOR SHALL SILTATION CONTROL IN ACCORDANCE WITH THESE PLANS AND ALL h. SITE/TRAFFIC SIGNAGE 0111111101111111 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON REQUIREMENTS OF ANY AGENCIES HAVING JURISDICTION. i. ANY OTHER ITEMS THAT ARE ENCOUNTERED AND NOT LISTED 0 30' 60' REPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALS ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEM 4. IN GENERAL, ALL EXISTING ITEMS THAT CONFLICT WITH PROPOSED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S J CRAIGW J. K9FARSKI t Lio. No. 0402048507 M E 0 0 U N M N � > E LuLu Q U. 0 LL o w O o d' lJJ � L M a U o� LuJ - Lr; M a > o C C7 W N 0 o x 0 a LL _ CV = U Ln a rn O N � M a� CO J CL O c� z O d U w z O w w OU W a OO w co w o ~ N 0 O DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE U 1CL V J Lu J � z Lu Q coa J .j z 0 C)O I --I LLJ w J J Q J 2: J �co0 > Q / Lu Lu 0 O �J/ i U JOB NO. 40204 SHEET NO. C2.1 Wa 0O a� o(D �U) z O Q 2i o� m o � O C N a o O 3 z N O X 0 w � o Qw o .3 n m >` �N X O 0 0 U U wL i WN 0 N o 0 0 E, Ea U @ o _0 � D-0 �� .m U -0 O c U) -0 @ U -0 7 �N c: c: U) 0 c:U co O Qw U)0 L c 0 0 0 a a w N N 00 O N (M N 0 0 0 6 a 43.23' ZAT rya / / � / ■ / ' 47.19' / n n/1nr nT\/ 1 1\Ir 35' ACCESSEASEMENT D. B. 2120 PG. 363 YARD \ HYDRANT / } PROPOSED 10'X13' 50' BUILDING DUMPSTER ARE b SETBACK ' - ■ — C13J � � ' ♦ � � RETA G 6' MAX HEIGH WITH HR-1 ® / R5' + it ♦� ■ /� pPR X. LOCATION US STO, SIGN / N R2.5' , R5' ACA WATERLINE / R2.3' ■ 9 EASEMENT / ; ' ; ' / ♦ R5' / / / / co%F ■ � ■, D.B. 2785 PG. 238 RC/,q� CG6 / ♦ 1 C R5 / PROP BUS STOP CONC PAD, 0 MATCH CONC S/W SECTION � TIE TO EXISTING /,% 0 1 C1 / (SUBJECT TO VDOT & CURB, GUTTER /' / v TRANSIT APPROVAL) AND SIDEWALK .,' i 3A 76, 9 %�// 32' X. �� . ♦ �� / (28' TO 44' • �� �' ,<Q'; / / FUTURE R/W) / •�, / / 9 R3' PPROX LOCATION ---� -- i i Q CP' ♦ 16 / /� 10' VIRGIN/ POWER EASEMENT /� / D. B. 1425 PG. 442 /X / ♦ PROPOSED PROPOSED ' a TOP SIGN. RT / ADDITIONS ADDITIONS ♦GCS / TIE TO EXISTING CG-12 © ■ BLOCK & HARDI-PLANK BUILDING CURB, GUTTER ;'(TYP) R5' (CASPCA FACILITY) AND SIDEWALW 3355 BERKMAR DR---VWLi 10 B `1' RT / PROPOSED ■ 1641 ♦ RS 0 CANOPY , I 1639 ---- L 1 CLO 539.10 a R5' 1 D VWL1 -- 1� G� / x ■ R5' R3' 05 / / / PR P TREELI�E \ —SAN — \ X — � R5, 1C3 3' // /// 1 'SANITARYSEWER WER q / ASEMENT ' — ■ � ■ �5 0 iii> �/����%�/ /� / / D.B. 2120 Pfb'/. 363 ♦ Q R5' / ❑ �■ 5.5' BUMPER SPACE LOADING R5' \ / BLOCK (TYP) GUARD IL CURB ANDISTING RETAINING WALL PRO POSED S/W // / z U MAX HEIGHT / / �- ♦ GUTTER / o WITH HR-1 O 25' ooG6 00 R4. d TIE TOCURB EXISTING /// / APPROX. LOCATION 10' VIRGINIA POWER 2G R4.5' p 9' R5 TER @ / EASEMENT R312' N N / G 6 O s /, D. B. 1425 PG. 442 CG-6 Mimi F H ® (z,o, 2-0 SHOWN AS PROPOSED O 44, \ \ DRAINAGE EASEMENT \\� 111ty) ON PLAT BY ROUDABUSH GALE & % ' — — — -- - — AS TES, I X X \ 2C ♦ 4)ID o \ 50' BUILDING B \ ♦ \ ♦ 4G/ v Q� \ \� SETBACK 2D �- � ♦ \ APPROX. LOCATION OF) 0 0 \ \ STREAM \ ;000r MITTENT / p� �� �O \,`n \ \ INTER MITTEN \ \ \ \ \ \ 30' LANDSCAPE EX.I BIORETENTION / ��� 0 0D v v v \ \ BUFFER 2A ♦ / 44,�O�QS \ \ \ TMP 45-88 c', 0 / / \ \ \ THE AL BEMARL E SOCIETY FOR THE ♦ \ \ \ PREVENTION OF CRUEL TY TO ANIMALS N66 0 Gp CO \ \ \ DB. 4444, PG. 616 < A \/ \ \ \ \ \ \ \ ZONED: R-6 2�E 10' FRONT SETBACK 10 \ \ REZONING: C-1 TMP 45-109C3 ' APPROX 44' FUTURE R/W. \ \ \ LARNER, JAMES & ROXNE I RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON DB. 4826, PG. 608 I \ /' / O DEMAND OF THE COUNTY. ZONED: C-1 I I \ Q 0 O S68\ \ \ o ' " DUMPSTER PAD CONCRETE SECTION PAVEMENT SECTION 1. VERIFY CBR FOR PAVEMENT SECTION PRIOR TO 1. VERIFY CBR FOR PAVEMENT SECTION PRIOR TO CONSTRUCTION CONSTRUCTION 2. COORDINATE EX PAVEMENT SECTION (WHEN DETERMINED) WITH ENGINEER TO VERIFY COMPATABILITY. 2. CONCRETE PAD PROVIDED FOR LOADING AND RUBBISH AREA. CONCRETE PAD DETAIL HEAVY DUTY ASPHALT STANDARD PARKING ASPHALT TO BE USED IN LOADING AND RUBBISH TO BE USED IN DRIVE AISLES AND TO BE USED IN PARKING SPACES MAIN ACCESS ROAD 1.5" SM-9.5AL BITUMINOUS CONCRETE 2" SM-9.5A BITUMINOUS SURFACE. CONCRETE SURFACE. 6" CONC. PAD 2" IM-19A INTERMEDIATE 3,500 PSI COURSE 6X6 - W2.12.1 W.W.F 3" BM-25 BITUMINOUS 6" 21A STONE ° #4 REBAR AT 24" O.C. CONCRETE BASE LAYER. COMPACTED TO >95 /o O O O O O 6" 21A STONE 6" 21A STONE _ SUB -GRADE COMPACTED COMPACTED TO >95%. COMPACTED TO >95%. IIIIIIIIIIIIII I �� TO A MINIMUM OF 95% O�O�O�O�O O�O�O�O�O MAXIMUM PROCTOR SUB -GRADE COMPACTED -�� SUB -GRADE COMPACTED DENSITY. TO A MINIMUM OF 95% IIIIIIIIIIIIII I TO A MINIMUM OF 95% MAXIMUM PROCTOR MAXIMUM PROCTOR DENSITY. DENSITY. 2E / APPROX. LOCATION WATERLINE / EASEMENT D. B. 1423 PG. 433 NOTES 1. THE PURPOSE OF THIS SHEET IS TO DEPICT SITE LAYOUT. REFER TO SHEET C3.1 FOR GRADING PLAN AND UTILITIES. co 00 0 Q z SCALE 1 "=30' 0 30' 60' POW 0 CRAIGW J. KO'FARSKI Lio. No. 04�0\204885507 4��'ONAL ' o M >_ O p M U N V; N c: > E LuE +� Q w O co ,1 C'� yd L M a jU so Z wj—ui O � M � O 3 X U Lu o Q L' C1 � 2 v It Z U > O c "' o 0' Lu It M Z -'t W 00 J OO � O O W (D W O cj� o w w Lu O ~ N U 0 a o z O DATE M 04109118 } DRAWN BY 1. WILSON • DESIGNED BY • 1. WILSON • CHECKED BY • C. KOTARSKI • • SCALE CL m V Lu co Q > .J < o LuW J J w J Q � W UP) J r^ Q V J Lu O �J 1..1� i U JOB NO. 40204 SHEET NO. C3.0 0 ai U c 0 0 0 0 0 a n T 0 a) a) N 7 0 U) a c cu m a cm 0 m 0 c a) �0 o z �0 0 c E o a) C a) 0-o D 0 � 3 ZN O � a g x o 0 m a� o .3 a 0) I� N � �N X c: a) .o � U w2 �N (6 0 0 0 E� U � �_0 2-0 U 0 0 u 0 co U -0 i �N U� N o U 0_ o U� _E L c 0 0 0 a a N N 00 0 N M N t` c 0 0 d z Q a J_ 00 13 / ,' i' 7-7 GFy./i CROCK ARMOR / GRA = - YARD / / / WOOD r i / i/�'i/i/�' / - - - i / / S C RB /NL ET W/MHD �L_PAT / // / 1 "- _ _ , - - ' ♦ 55 � \ FQfT-/BR/ /INOVP 514.35' HYDRANT R /CON�EC OUT_510� 75 15 R / - - 42:1 SLOPES REPLACE RCP WITH DIP _ 5p - - _ _ _ _ _ _ _ _ _ _ / _ - r / r r/ / r //�r// // r; ; ," ZEX STRM) UNDER PROP BLDG-1sm - _ v REPLACE EX MH T P 1 '- / r �_ - _ _ - _ � ' � y C O �\\ / '-■--- ---1 - -` `` / SDC RdNCW/gRATE WITH GRATE TOP ` / ' / / _ r a - _- - , \ \ / �, ! _ / / /i / \ \ _ REPLACE WITH MH TQP / /' r "�/' /i %� \ �.� ! TOP G TE -513. 8 RF , I I I ADJUST TO MATCJ 1�''RCP (NORTH �� r / // / / � / //i / ��s•, ,%� ' _- _ - _ r \ ` / l l=510.43' //5" RCP (WEST) V. - - _/- - // J ■ s ' \ UT=510. 5' 15" RCP / `(` �, ( PROP DISC TO TIETd ) 'rr r ///r /// ,rS 5 / vv / / / / / / // O II / v---- a �i / ' \ , 1 I I I I I ,/ US STOP SIGN / � �� / � � � EX P1PI=. � iTl N/ / � +P� �G�`I / N R2.5' R5' ` \ V=53,5.2�/ A1j /r �,'\ / CO% i Gr _ R2.3' ■ ■ 9 % \ _ \ \� P �541.6�` / / / r E FRC/ 50 ■// / , / 12 41 - _ �\ \ // / �// -/ 3 / / / \ / ' / 'ANC o 33 � 0 / Lu/ FFE=543.46 INV. IN=507.56;18„ RCP EAST a FFE=543.46' / / / r ` ` u INV. 1N=507.30 18 RCP (WES7 v v v r 543.46' 1 �� ��� 'i /UQ �/ / // / I (28' T 4' INV. OUT=506.62 18" RCP FFE=543.47 r / I 0 % - r / ,�- / / 8 - \ \ \ \ % / / ' STR A' • \ C� // %� Q� ' rr �, / / / // / /� FU_TFIF ) \ ) r �, �, , C r r R / / SD CURB INLET W/GRATE \ FFE=543.46' EX FH / / J � ,%�/� ( /� , � , � r r � p / / R ---- , // Y" \ 3 r r // / / \ / FFE=543.49' ■ ` / - // / /� �Y 2 g / / //// / / %�/// / Y VIRGI. LOCATION // ( )- � FFE=543.44' \ � -- / %' . / / `�' � � / / / lo' VIRGIN/ POWER TOP GRATE-510.39 FFE=543.4T FFE=543.42 R D l - ;� % / / /' r Q�' h/ ` 32 / '/// / > / EASEMEN // INV. OUT=507.89' 18" RCP / / / . \ / 56 / / / ' � / / / / d / /i/ D.B. 9425 G. 442 / \ \ \ _ - / Ii PROPOSED PROPOSED / ,� /' �` / \ R3 // / / / i J�X / / / SD CURB INLET W/GRA7 NSTALL ADDITIONS ADDITIONS II / r , \ _ _ / / / ( )- / EASEMENT I I �, - q- 32 ////� / / // ; / S ORMCEPTOR l � / / � / / TOP GRATE-511.34' v v - - - / , -� ♦ �� % / INV. IN=508.81 15 RCP r v \ v v x I I 1 v 1``./// //'� // IINV. OUT=508.41' 18"RC 2 STORY 13 w r / / IN INLET \ BLOCK & HARDI-PLANK BUILDING I ( ; \ ; ' 33- ` /� / / / ' / \ F E=543.49' 163s --- S� R5 / � � \ \ \ /_ - FFE=543.47' I � \ \ \ / / \ \ (CASPCA FACILITY) Io ; 1 10 1-- a • • s ti� \ \ \ \ 3355 BERKMAR DRIVE / ' R3 PROPOSED R5' 1 _ / 17 / � v , 1641 v♦ 34- f ATERLINE STUB & ® CANOPY �■ / I r L1 \ o \ / 03 BLOW OEF C/AL\?E­ CONC. PAD CONNECT TO EX l CONC. PAD � 39.1 VIDED,FGR FUTURE \ (12.Tx3.7) WATER SERVICE / 35- 1D (1Tx8) Vwt \ --- - I 1E1 , 33 / /'DEV�O MENT \ \ \ W/GENERATOR w/AIR FFE=543.49' / 507 _ - _ - - ' �AfI�NHOLE PRC�/IDED/ / ' ` \\ \ \ V / CONC. PAD FFE= TRANSFER FFE=543.49' �j� I I R5' �' �� r r / / jll // / / -FbR FUTURE \ \ ` (6.s"x 7s) W/ 530.12' L1J 42 cr 9 R3 / / / / // / v v v / FFE=529. / 36 - / \ TRANSFORMER FFE=543.49' - - - - - - - ' DEVELOPMENT \ -SAN �� \ - CONC. I - - 6- 87 / r /// 1 'SANITARY EWER / x / FFE-543.49 1C3 3 s2 / � �/ / � / R 4 / / // j r/ // / ASEMENT / i y "S EPS R � - - - , r �' 11 f TSFRS �' r - - - \ \ \ / � ■ ■\ � / // D.B. 2120 P . 363 RETAINI / ol 535 _ _ / r �, I b l I/ SE ` IT r / / // r/ 11 / / SD CURB INLET W/GRATE ' / \ - _ �� \ - _ _ - / I I r ` ■ r FEE , / / / / ./ / / , // TOP (GRATE)=509.20' 35 r, , / r 8';Q // INV. OUT=506.25 18"RCP 5 6�s3 P1F0PDSE r / // 7 _ 6SLOP r r/ / C,� 2'- __----530 ___^/ .\J \ U S 3583 529 I II 25 4 5- --- w g- 4 ; , _ _ \ , , TE `L \ / , � �/ / / SD CURB INLET W/GRA - - - - -- / 525 �l / TOP (GRATE)=508.60' ----- o 0 0 5`L6 5 28 27 7 25 29 7 \ I I � �� � /� / ' ♦ / �6�JA'RDRAIC � / �/ / / T� / / INV. 1N=504.00' 18"RCP (NORTH) S�TR ' ' \ �2 � J '�/ / - � � \ � � � r / / \ % INV. 1N=504.33' 18"RCP (WEST) PER s _♦ // / / r / APPROX. LOCATION INV. OUT-504.02 18 RCP 24 - fs`rc� W 5' 2 8 `S 9`' _ _29 40 30 91 5 ' / i � - 92 \ \\ / '/ r / / 1 A EMENT POWER 3 \ r / / I / VQ EASEMENT R312' R4.5' D _ D INSTALL ___ _ Sao _ =,�,�,�� /� _ / / �_� r d _ _ �' ���IV'D T \ / I &d Nk� W/GRATE S N STORMCEPTOR_ . N 38 ���V' !,' / // TOP GRATE-509.44' \ - - 26- 64 IN INLET / .. / /� / I ( )- \ \ \ \ s _ _ _ 2F � 27- FH` - 30 \ _ _ _ _ -_ - _ - _ _ - - - - INV. OUT=506.26 18 RCP y � � r 72„ _ _ _ --- _ - � _--1(J / R -527 528 _ _ - -�q - - - - / / / // / / / / SD CURB INLET W/GRATE TOP GR,4 TE-509.06' \ \ \ \ _ \ \ 524� 525 _ 52c� I I , / r//�� 1 ( )- \ - - - ----- I T �� J / I l INV. IN=502.76' 18" RCP (NORTH) 19- 520 - - - g P� , EX-S - `� z , / // o �1 II IN 1N=502.95 18 RCP (WEST) Dzu INV. OUT-502.76 18 RCP \�\\ \\\\ \ I -------- - -- g S.- SWIb1EA61NT---' co^C� \ \ W;�TWEi41/�E'l?\ \ \ \ \ \� - - - - 2E PVC _------- - - -_ -- �� i ` \ dl�AIN�W LEA \ \ \ \ \ \ \ \ _ \ - - - _5�5 1 RCP /` \ _ �� _ _!\ II / / s / /® \ - \ \ \ \ \\ _ _ _ \ II C' J/\\ B _�IA/v �,p� OTC LbCANON`QF \ ` \ \ - - - / ` ` � - - _ � ^ \ _ _ - - 8„p /� \� II / � ~ / Off, � Q��h AIT RI641TTEN�STREAM \\\ _ ------ -� �` / ♦ r s\ V 1140 S G O cli \\ \\ \ \ \ `S2`S \ \ ` \ ` \ \ \ `\ ` \ \ \ \ ` \ \ \\\ I \ ` �\ vi _ - '� I / ----- \ / / III / / / / // -i \ \ , 00 Q0 \T 1F�4�88� ` \ \ ` \ `\\\ \ "� Z Q \ `- - - \ I I CONCRETE \ ` ' 2 k , / / // \ �� O� 44 �� Q E\ \ \ \\ \ ___- -\\` - I FLUME S ♦ , / I \ /� ��M� A\L$EMARLP 1E�TYFG R�TI \ \ \ \ `\\ ` \ I I \ \ \ \ \\ -� \ - \ I 1 / PREI�N�TlC?I1��iF bf�UEI�TY�}QANIN�,gL� ` \ \ \\ � � _ \ \ \ 'V6CO RISER (2.5 x 2.5 GRATE) k I 1 / 09 -44,14,, PQ, 61 I I TOP=512.70 r INV. 1N=510.40' 6" PLASTIC (SW) \ APPROX. 44' FUTURE R/W \ INVOUT=509.01 15„INVIN=509.40'6" PLASTIC (NE) TMP 45-109C3 CPRNER, JAMES & ROXI NE I \ RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON I \ DEMAND OF THE COUNTY. \\ \\ \ 67 sr�„ � � `- \ \ \\ \ \ \ \ \ \\\\\ \ 1`\\\ \� \`` \\\\ \\\\\ \\ ` / �� \\\\\\ `�; I/%//// n D6.4826,PG.608 II / `\/ `\ / O \ \ \ S� \ \ \ \ \ \ \ \ \ \ \\ \ ( \ \ / II \ \ \ \ \ l•Ii - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ ZONED: C-1 I / \ APPROX. LOCATION 6876 �_ \ \`sSz \ \ ` \ \ `\ \ \ \ \ \ \ \ \\\ \ \ �\ !(Tj -- ------__-_--__ WATERLINE \\\\\\\\ \ \6 \\\ \\\\\ \ o\\\ \\\\\\\\\\ ` \\ I \\ ��\\\\ \ \ \\\ \ 1111 \/70 \\� _ %/ ----______RCP _ 111 I I I I \ \ EASEMENT / r 1 \ MHD - - - - - _ _ _ - -� _ _ I 1 \ \ 0 D. B. 1423 PG. 433 TOP=514.14 - --� 1 INV. IN=498.89' 30" RCP \ GRADING & DRAINAGE PLAN NOTES THIS SHEET FOR GRADING AND STORM DRAINAGE 1. SPOT ELEVATIONS IN PARKING/ROAD AREAS ARE PROVIDED AT EDGE OF PAVEMENT 2. SIDEWALK CROSS SLOPE TO BE 2%, PER SIDEWALK DETAIL 3. CURB DESIGNATED WITH A'R' (CG-6R, CG-7R) REPRESENTS A REVERSE GUTTER PAN, WITH 2% SLOPE AWAY FROM THE CURB. 4. TRANSITION FROM CG-6 TO CG-6R OR CG-6R TO CG-7R OVER 5' 5. ALL CG-12 RAMPS TO HAVE 1:20 GUTTER SLOPE (OR LESS) AT GUTTER PAN 6. SITE INCLUDES AN EX. BIORETENTION FACILITY AND STORMWATER DETENTION FACILITY. _ 7. WATER SERVICE IS RELOCATED AND PROPOSED STUB OUT IS PROVIDED FOR FUTURE DEVELOPMENT. 8. SANITARY MANHOLE E IS PROVIDED FOR FUTURE DEVELOPMENT. C'M 00 Q z SCALE 1 "=30' NOR 0 30' 60' t� Q CRAIGW J. KO'FARSKI Lio. No. 0402048507 M >_ O O M V N V; N c: > E w E ~ Lu U 3 Q �! 3 0 U. o rl w O co ,1 yd L M Q�w U00 w = - Ln �s'J W p N cn O x 0 Q Q _ N Q rn O N M o_ -'t co J 0 U 0 0 w w_ 2 U Q z O M O z O a U w 0 z O w W OO W a O w w o H N 0 0 DATE 04109118 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE 30B NO. 40204 SHEET NO. C3.1 0 U 0 0 0 0 O a Q T C 0 a) m N 7 0 U) a cu 0- 0 0 0 c as �0 O U z �0 O c E o a) o � N d 0 D � 3 zN 0� g x O L 0 a� o .3 a 0) IDE .� Y �Fq 7N X c: 0 0 O U w2 �N (6 = 0 0 c `o E� U N -O.S m � U � N 0.2 coU -0 i cN M� N o � U c O a U� L I I Y I A 3 xx STREET APPROACH SAME SURFACING (RADIUS TO BE AS I o 1 C AS MAINLINE ROADWAY (SEE NOTE 6) C SHOWN ON PLANS) W - - - - - - - I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER (SEE NOTE 7) CG-6Li I SIDEWALK w (SEE NOTE 2) 1 6„ OPTIONAL NLINE 6 i 'v�i' II EXPANSION N I EXPANSION JOINT o JOINT NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A� PLAN VIEW EDGE OF SHOULDER OR OPTIONAL FLOW LINE - MAINLINE ROADWAY MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE 8 X MAX. D _I SLOPE CHANGES D - - - r. 8% MAX. SLOPE CHANGE I I- 20' MINIMUM FOR 5' IdIN. COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A 4"12T B CLASS CONCRETE \ ' SECTION C-C D GENERAL NOTES 1. WHEN CG-11 IS 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 RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE 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 IN THE ENTRANCE.) 8. 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 CHANGES "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 DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 X MEDIUM 500-1500 VPD :5 3 X 6 X LOW LESS THAN 500 VPD :5 6 X 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS CG-11 SREFERENCEN METHOD OF TREATMENT- 502 CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ----------------- EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4- FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL 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 CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A - - 'DOT ROAD DESIGN MANUAL. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ATJTHE'OPTION OF THE'CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 REV.9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 NOTES: -WHEN CG-6R IS DENOTED, GUTTER SLOPE TO BE 2% IN THE REVERSE DIRECTION 50 CM (19.7") SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM OR 1 M X 1 M X 2.5 CM (20" X 20" X 1 " OR 4)@ 40?X 11 AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 1121 KG/CM (15,940 PSI) COLOR - BLACK RESIN - 100% RECYCLED HDPE PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 UNITS SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER -RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) c� s� -COMPACTED SANDY GRAVEL ROAD BASE w oz 957. MODIFIED PROCTOR DENSITY �w - 6 INCHES TO 12 INCHES o aW (DEPTH OF BASE COURSE TO BE N� DETERMINED BY ON -SITE ENGINEER) ?SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION - COMPACTED SUBGRADE, SECTION TOP F„ GRASS ROOT MASS 6 MM (1 4) ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) ° po o O po o O o o �� $�Oo � � COMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT ?SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. TYPICAL GRASSPAVE2 DETAIL CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES 1� NOT TO SCALE 16265 E. 33RD DR., SUITE 20 AURORA, COLORADO 80011 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www.invisiblestructures.com Invisible Structures, Inc. rev. 1/18 GPDETI 8.DWG GRASSPAVE IS PROPOSED FOR EMERGENCY ACCESS VEHICLES IN AREAS DEPICTED ON SHEET C3.0 ALTERNATE PRODUCT MAY BE USED, IF SUBMITTED AND APPROVED SEE NOTE 4 4" [_,2" RADIUS 71/2" 6�, J a_ 15 M, MIN. ° SURFACE a 16 - . MAX. ."d a- d - BASE 12" ACCEPTABLE --�I ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 �j" � 2 R -d d- = 6" a = .; . "a SURFACE BASE SUBBASE CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS 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 OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. STANDARD 6'' CURB VIRGINIA DEPARTMENT OF TRANSPORTATION CONCRETE BUMPER BLOCK NOT TO SCALE DIA. kR REV. 9/06 201.01 \y X. r� +/ r Q C-R,X( 'i W J. K(YE RS KI r Lic. No. 0402048507 15 M E O p M U N u� N � > E LUE ~ U < �! t 0 LL o w O a cl� LU L M Qa _j U 00 LUJ - Ln r-I a > o rj 11) (.D W N z i.- °,' r) O 1n x LL 0 a _ W ('V = U Ln > Q . c Ln rn O N i M a � 00 J z O d Of U U LU z O U') W � z cW G O U W O ti W DATE DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE U V Uj J LLJ ; V / CoJ J H� z `Q C) 1 W U LU W Q J LU C0 J Q w U) v) LU O J l< i JOB NO. 40204 SHEET NO. C3.2 L_ r, r N x SPECIFICATION REFERENCE 221 505 GR-2A (3'-11/2" POST SPACING) MAX DYNAMIC DEFLECTION = 2' %" DI." HOLE 31'2" D I A HOLES k6� CRT POST x HEIGHT TOLERANCE ± 3/4„ GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION = 3' 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, W-BEAM BACK-UP PLATE, 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 V' 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 GP-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27 4" + 4" TOLERANCE BASED OFF THE FINISHED GRADE CENTERLINE ELEVATION, PAVEMENT CROSS SLOPE, OR SHOULDER SLOPE. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. GR-2,2A SHEET 1 OF STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/05 501.04 GR-2,2A BLOCKOUT FOR CONCRETE POST POST MAY BE HOT ROLLED OR WELDED. TO BE CUT TO FIT POST SHAPE TO PREVENT BLOCKOUT FROM 1-3/4" R 6,, a� 1�4„ ROTATING. 6% DIMENSIONS �I0 SHOWN IN - a4„ PARENTHESIS C° DRILL - INDICATE ACCEPTABLE %4" DRILL TOLERANCES. I 8„ 8„ I 1 y 6"x 8"x1'-2" TREATED PINE BLOCK OR RECYCLED MATERIAL. "x6"xl'-2" TREATED PINE �' BLOCK OR - 7"(+ IAll) 3/4 N HOLES RECYCLED �4 MATERIAL BOLT 4 DEFORMED 6"x8"x1'-2" IN REINFORCED BARS � N N =N BLOCKOUT FOR MAINTENANCE TREATED PINE 4" LESS THAN Q = REPAIR ONLY BLOCK OR HEIGHT OF POST o RECYCLED MATERIAL Lu 9-3 GA. WIRE Ld 6"x8"x1'-2" J ¢ LESS THAN 1'-0.. %" HOLES TO BE STIRRUPS ©�a"x10" TREATED PINE o CAST IN POST LAPPED 10" z_ BACK-UP BOLT BLOCK OR Y2" CHAMFER SPACPLATE VARIES IG —� 5" RECYCLED MATERIAL w N 7'-0'' TO 8'-0'' ON TOP 3'-0" TO 1'-0" C-C o AT NON SPLICE SPECIFIC POST POST GUARDRAIL OF POST LOCATIONS W6x8.5 OR W6x9 z LENGTH TO BE BASED ON SOIL CHAMFER MAY BE REQUIRED CONDITIONS AT Is, EXTENDED ENTIRE WITH STEEL o THE SITE FAF R LENGTH OF POST AT THE OPTION OF THE I FABRICCHAMFER OR. Y2"(+ 4") H H BLOCKOUT. OPTIONAL HOLE TO FACILITATE IN POST GALVANIZING HOLESAND 1:7 STS DETAIL A ALL CORNERS. r� ALL CONCRETE SHALL TO BE -" DIA. BE CLASS A3. GUARDRAIL INSTALLATION SITES REQUIRING LONGER CONCRETE POST STEEL POST GUARDRAIL POSTS 8" DIA. MIN. 7 NOTES: Q„ 8,, Q„ 1 ALL BOLTS, NUTS, WASHERS, AND OTHER STEEL ITEMS ARE TO BE GALVANIZED. OO 2• ALTERNATE TYPE POSTS AND BLOCKOUT MAY OO �6"x18" BE INTERCHANGED ON ANY ONE PROJECT WITH %"x18" BOLT BOLT THE RESTRICTION THAT THE SAME TYPE OF POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. 6 'x8"x1'-2" s J /4 HOLE Q 6"x8"x1'-2" TREATED 3/4" HOLE 3• TREATED w FOR DETAILS OF GUARDRAIL ELEMENT SPLICE PINE BLOCK GALV. STEEL 10D 0 PINE BLOCK o JOINT, HARDWARE, ETC. SEE SHEET NOS. OR COMMON NAIL w RECYCLED GALV. STEEL 10D 501.01 & 501.02. RECYCLED MATERIAL SEE NOTE 5. N MATERIAL COMMON NAIL w SEE NOTE 5. 4 THE GUARDRAIL AND MEDIAN BARRIER z POST TO COMPONENTS DEPICTED IN A.R.T.B.A. TECHNICAL BE GAINED ? BULLETIN NUMBER 268B MAY BE SUBSTITUTED TO ACCEPT IF INTERCHANGEABLE WITH THE STANDARDS FOR o BLOCKOUT o GUARDRAIL (GR) OR MEDIAN BARRIER (MB) AND APPROVED BY THE ENGINEER. SOUTHERN PINES CO SOUTHERN PINE- 5• DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/B" x 18 BOLT IS INSTALLED. STANDARD WASHER TO BE USED ON LAST 50' OF RUN-OFF END ONLY UNLESS A STANDARD GR-11 RUN-OFF TERMINAL TREATMENT IS USED. 6x8 WOOD POST ROUND WOOD POST SHEET 2 OF 2 STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) SPECIFICATION REFERENCE POST AND BLOCKOUT DETAILS 221 REV.9/06 236 501.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 RESERVED RESERVED PARKING PARKING 113KTY M&TY $M - $51M RE $100 - =500 RE TOW AWAY ZONE TOW AWAY ZONE VAN ACCESSBLE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS ACCESSIBLE SPACES No Scale CG-12 #5 DOWELS, 8" LONG H PERMISSIBLE AT 12" C-C-\ S' nnlnl CONSTRUCTION t 12:1 MAX VIa Z 00m 12:1 MAX N RAMP RAMP /CCC TART 91 lCGC TARI C1 A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 1 MAX. 20:1 48 : 1 MAX. 2 MIN. SECTION A -A SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 1 14 15 \V DOT ROAD AND BRIDGE STANDARDS SHEET 3 OFj REVISION DATE 203.07 7/11 1�x 12:1 M;AX;,;,MA 9'f WITH BUFFER STRIP WITH BUFFER STRIP Il I I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK c Ilk - 0 z A 4'SOUARE LANDING AREA N 5 MIN MIN WITHOUT BUFFER STRIP I CROSSWALK I CROSSWALK A 4'SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. DIAGONAL PLACEMENT MIN OUTSIDE OF TRAVELWAY A 4'SQUARE LANDING AREA CROSS`i✓AL SHALL BE PROVIDED FOR r OUTSIDE OF TRAVELWAY PERPENDICULAR CROSSWALK F SHALL BE PROVIDED FOR WITHIN THE MARKED PERPENDICULAR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA. CROSSWALK WITHIN THE MARKED CROSSWALK AREA. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 TYPICAL SIGN POST PLACEMENT IN PAVEMENT STANDARD "A" STANDARD "B" 6Yg pfflu QiIY PP�€Rpp���PI �q ■ 0. wa f IN-BIr zoo RG4 • METAL "v' CHANNEL OR VAN� VAN A EQIIIVA6.ENT MAY BE CCE35IH CG$SSiB MEDD OOR MAPPED t 60" - 84" FROM PARKING SPACE ELEVATION TO LOWEST POI "NON OF SIGN. PARHING LOT PARKING LOT ' 4v� apt ]dIHi, CONCRM FO07DIiG h". TYPICAL SIGN PLACEMENT IN GROUND TYPICAL SIGN PLACEMENT ON WALE, DJR PEW AIM L 9 d g >iiD�5U0 Pll� I6a-1a1T 31IR1�6-5f1p �QIR ¢ 40i-1VAT Z098 • [BUST HE SET BACK 2.5't".. FROM HEAD OF PARREISG � VANSPACE AND/QR PROTECM GGE'W SSMMME BY IIHk ESTOP } el x DIRECTLY 1N YM O CATED 41- t PAitIf NG SPACE Ground line Dad post 'ICI 1 I /iifi�:r.!:�,.;r o ;i PARIUNG DECK mym, SICK P85m IN ■ ROADWAVS CLLU? P.ONS MbSr Unr (j VDIYr STANDARs POSTING SIGNAGE FOR ACCESSIBLE PARKING STP-1 ANCHOR SLEEVE BASE (SEE DETAIL) 0 0 2"-14 GAUGE OR 21/2 -12 GAUGE o ° SQUARE TUBE POST o ° 0 0 O O o O °• ° °• D ANCHOR SLEEVE o 0 2 I/p" x 7 GAUGE FOR 2" SQUARE TUBE POST 3" x 7 GAUGE FOR 21/2" SQUARE TUBE POST ANCHOR SLEEVE 3 ° (2 /z" x 7 GAUGE FOR 0 LANx 3I/p" GRADE 8 •°'c °,'� - FLANGED SHOULDER BOLT 2" SQUARE TUBE POST o 0 OR 3" x 7 GAUGE FOR o, WITH SERRATED FLANGE NUT N 21/2" SQUARE TUBE POST) o CLASS A3 CONCRETE OR 17/32" DIAMETER HOLE, ° a A PREAPPROVED BAG MIX FROM THE TYPICAL DEPARTMENTS' APPROVED LIST, NO. 31. FOUNDATION TYPE A ANCHOR SLEEVE BASE DETAIL 2"-14 GAUGE OR 21/2"-12 GAUGE SQUARE TUBE POST FLANGED SHOULDER BOLT WITH SERRATED FLANGE NUT �X �VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SQUARE TUBE SIGN POST REFERENCE ROAD AND BRIDGE STANDARDS SHEET 4 OF 12 REVISION DATE FOUNDATION TYPE A DETAILS 700 1321.13 NEW 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION S•.J E OP.ydeca�sgi� Q CRAIGW T. KOTARSKI > Lic. No. 0402048507 M O p U N VI N p > E Lu p QUA U. p 0 U. = r� wO co rl C<yd� L M U o0 W J — Lr; 'J W O N v 2! a' � O x 0 Q23 _ N N =U >LLnn Ln 0 41 N M a It It 00 _J O Lu � H- 00 w o H N < n O DATE DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE p U n 1r..� V ui J W; V/ W z Q O Wu Lu _j QJ J J w W m J Q w v ) Lu 0 J LL i I.1 JOB NO. 40204 SHEET NO. C3.3 0 c ai U c a) > N 0 U) (0 0 0 a n >1 c m O a) m N a� O c Z s -0 c Co Co n c 0 (D 0 a)a _O O O �Z O �2 0 c E o C N C 0- 0 � w Z u O � a g x H o w o O 0 0 m O '3 fl 0) Y !n � X C: o .o N U w2 w m C O U U �o 0 E U N m � m � N O N ,O CoU -0 2 C: N O O U O a) _0 a� L c O 0 T N N 00 O N (o N r C O O d 4" CONCRETE PAVEMENT OVER 4" JOINT SEALER #57 OR #21 STONE ON 1 /2" CONFORMING TO ASTM D 1850 COMPACTED SUBGRADE a_ FINISHED GRADE D D D O O 1 /4 / FT (UNLESS OTHERWISE SHOWN) ^ A D D 6x6 W2xW2 WELDED WIRE FABRIC VARIES CONCRETE WALK SECTION 1/8 " > 0 � � /8 7f R ° A D D f D D C 1 D o D D o D CONTRACTION JOINT SIDEWALKS TO BE SCORED AT 5' INTERVALS N.T.S. PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 EXPANSION JOINT CURB OR CURB AND GUTTER i TYPICAL CONCRETE WALK DETAILS TACK COAT NEW CONC. CURB NEW 2" A.C. PVMT.* PRIME COAT 12" SAWCUT & ° °' TACK COAT ° ° - : EXST. A.C. PVMT. NEW CONC. WALK—4 NEW 6" o o 0 BASE COURSE* 1 - ° a ° 0 1 O J n 4 a oa O Do O EXST. BASE EXST SUBGRADE COURSE NEW A.C. PAVEMENT AT NEW CONCRETE CURB N.T.S. * MATCH EXISTING PAVEMENT SECTION PAINT BLUE PAINT WHIT HANDICAPF1 r-\1\I.11tlV N.T.S. EXPANSION JOINT MATERIAL BROOM FINISH SEE PLAN FOR WIDTH F— SLOPE: 1 /4 :1j-0" X A x------- �°X t X� EXPANSION JOINTS TO BE PROVIDED AT A MAXIMUM DISTANCE OF 20' 4" 4" W 1.4 X W1.4 W W F VDOT STD. #57 OR #21 STONE COMPACTED SUBGRADE C PARKING STALL 4" WIDE WHITE STRIPING S*J E OP.ydeca�sgi� "S f� Q CRAIGW J. KOTARSKI> Lic. No. 0402048507 M E O p M V N VI N c: >E w < U. o cl� yd L M Qa U o0 w = — Lr; M a p cV CD W N o x oQ ALL U-) = N N =U ko >LLQ a c Ln Oi O N 41 _ M 00 J ko� 0 CD 0 0 w w_ 2 U Q z 0 ce- 0 ►7 Z 0 U V) w 0 Z 0 W Ll.l 0 a 0 w j w DATE W" DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE Q U W J Q w <� CO, J J i--i Q z Q 0 W u W w 0 J J w W � m � a W Lu O J a U JOB NO. 40204 SHEET NO. C3.4 L E 0 0 0 T CL O M N 00 O N M N E 0 0 a / ATERLINE STUB & BLOW OFF VALVE PROVIDED FOR FUTURE DEVELOPMENT MANHOLE PROVIDED / FOR FUTURE DEVELOPMENT \ X� WET WEATHER DRAIN SWALE 0 50 i CONC \\ P r< o P ADS (x3 �?Z d BRICK PAVER W W i� w oo w; m FFE=543.46' ' FFE=543.46' 543.46' FFE=543.47' STR A' FFE=543.46' � FFE=543.44' FFE=543.49' FFE=543.47' FFE=543.42 PROPOSED PROPOSED R5' � LIMITS OF ry��` DC N / � CLEARING AND =525.5 1C1 .I GRADING ♦ ' l .01 9.02' .,5" R � . XIN 510.72 N_507.56' 18" RCP (EAST) 7 �\ �/� 32' N-507.30 18 RCP (WEST) ��OP; ♦ / ; ' 6� (28' TO 44' \r6 INV. OUT=506.62' 18"RCP /� ejA FUTURE R/W) SD CURB INLET W/GRATE R3 /// / // TOP (GRATE)=510.39' / P5 ♦ / / / / /// INV. OUT=507.89' 18" RCP a / R3, ACII/I // SD CURB INLET W/GRATE ADDITIONS ADDITIONS 20' ACSA I ; / / ` ' / /� INSTALL / TOP (GRATE)=511.34 - EASEMENT / / STORMCEPTOR // ' � e \ 1 2 IN INLET 2 STORY INV. 1N=508.81' 15"RCP (Ni C ///�/ IINV. OUT-508.41' 18"RCP i43.49' BLOCK & HARDI-PLANK BUILDING (CASPCA FACILITY) FFE=543.47' - I --- 18;go 1 �� R5'RT 3355 BERKMAR DRIVE VW11 PROPOSED R5' � � 1641 �® CANOPY I , { CONC. PAD CONNECT TO EX 163 L1 CLO CONC. PAD 39. > ' R5 (12.Tx3.7) (17,x8) WATER SERVICE VWL� W/GENERA TOR W/AIR FFE=543.49 _ CONC. PAD FFE= TRANSFER VW U FFE=543.49' I �529. I R5' R3' (6.8"x 7.8) W/ 530.12' FF FFE=543.49 TRANSFORMER � -SAN - x FFE=543.49' 208 . R5' 1 C3 3' - ~ I ��' 11 SERd 7 \ SAN TAR ` I `1 O p SqN SER ® ♦ ® o , , \ CIVIL TE AN `■ o+ 1 R EI R5' RETAINING WA L / /// � SAW R SE R U MAX HEIGH // / J / / WITH HR-1 / II SERVI ER �/ / / SD CURB INLET W/GRATE I I ■ FIELD-LO TED / / / \ TOP (GRATE)=509.20' I I R5' CLEAN-OU S PROPOSED / \ \8 / INV. OUT=506.25' 18" RCP +Pgir• ' 'C INTERMITTENT STREAM TMP 45-88 THE ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUEL TY TO ANIMALS DB. 4444, PG. 616 ZONED. R-6 TTWATERLINE 'A' 530 H 525 520 515 ® �1 3A ' EX FH kR D' h a 4 SD CURB INLET W/GRATE TOP (GRATE)=508.60' 5' II GUARDRAIL INV. IN=504.00' 18" RCP (NORTH) 60 15' GROUN N RI42' INV. IN=504.33' 18" RCP (WEST) PER STR 'F' _ . sy /J/ / / INV. OUT=504.02' 18" RCP / p O -- ��__________ ______ STRUCTURE / - - - - - i NOT FOUND / / SD CURB INLET W/GRATE N STORNACEPTOR--------c�v---------- -- --- //// 2F FH-N-AN----------- ------ - -- - TOP (GRATE)=509.44' - - - - - _ _ i I /� �\\\2 R / INV. OUT=506.26' 18"RCP ---- --- �- OSED C / > 12+00 11 +00 I�R P l SD CURB INLET W/GRATE \ \ T 43 ' I � I TOP (GRATE)=509.06' 00 - IN EPT /� / j �� INV. 1N=502.76' 18" RCP (NORTH) G l =51 PP g" P� EX STIR`� z / / I I INV. 1N=502.95' 18"RCP (WEST) O \ o ETAL FENCt \+ �G� 2C 810-R ENTION INV. OUT=502.76' 18" RCP 2I � � � � 8" PVC S - s SWM FACILITY \� 6,, P\JG II AREA / ❑ ® \c / �P7 2E 32B j . INI S�� C I / \F4/4 2D B 41 O M M 00 � 0� 0 z ep � SCALE 1 "=30' A \k� / CO 0 30' 60' \ _0r N Q� �O IS WATER LINE IS PROVIDED FOR FUTURE DEVELOPMENT m w x co Go Q� U) 530 I I �� II I I I I I I CONCRETE FLUME I I RISER (2.5 x 2.5' GRATE) N6 2�Sa UGC TOP=512.70' INV. IN=510.40' 6" PLASTIC (SW) ?�6,30. 11 THIS SANITARY SYSTEM IS PROVIDED FOR FUTURE DEVELOPMENT 535 525 530 520 525 515 510 510 10+00 10+50 11+00 11+50 12+00 PUBLIC PRIVATE WATERLINE 'B' 535 535 530 525 520 515 3. ' MIN 6„ 0/P 4„ I u- W 0 ✓' i' O U X w o U W z OU O O O �� - w z z O O z o m 00 M cr FL ^ LW /�7f �/ W � a W 0 z m o � O Lr) O O 0 z m o rn o N W 0 z z m = m - co x W 0 9 0 N O c'') M _ N W N 510 9+8010+00 10+50 11+00 11+50 12+00 12+50 530 525 520 515 510 13+00 13+25 520 515 510 505 500 495 490 A co (0 CV Lr) o_ O D "t 00 (h N Lo �_ O� Ln ti O Li) Ln C° Lo Ln LL O H OLj- O' it IF 01' F 8,p @ 1.2 C 9070 / _ CONNECTION BA z cc 165.31' OF °/° X 8" PV 0 0 00 LJ M 4.18' DF M 8" P C Q U) z N C] z M w H Q ^ U w a w oQ r U w ,.0 U) w 00c) Z�� �o�`n tQO_ QU)?z M = OrV N 00M z Lo ���ul 00 0 �Q» pc~nz? O r� ��Oz �Q» �zZ o0cn z r f 7) z �+H 00 O_ 00 Wcco> Q ij zZ 485 9+8010+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 535 STANDARD PROFILE LEGEND: TOP A ELEVATION STRUCTURE ID 0 EIGHT (TOP - INV OUT) EX. GRADE-,,,L�) 530 00 _ PROP.GRAD 525 DOWNSTREAM STRUCTURE Q m PSTREAM STRUCTURE INLET LENGT - .1 1PE SIZE STRUCTURE TYPE 520 � 6 �� o cfl CD nrn m o+ ? ao o - 0z m � zz 515 510 505 500 495 490 485 15+5015+70 _ P� C.� 1 Q CRAIGW J. KO'FARSKI Lio. No. 0402048507 . TONAL ..r M E 0 0 M U N � N � > E ai E w ~ Lu 3 U LL C) U. o w O c0 ,1 Q � U oo Z O a O N �7 w N a O 3 U X o4�" w � 2 v N Z U Q O 0 Ln 0 0) It Lu M Z � W 00 J F- OO � a � O o W (D W o � H o 00 w w w ~ o� N Q O z O DATE v7 M 04109118 DRAWN BY 1. WILSON } • DESIGNED BY • 1. WILSON • CHECKED BY • C. KOTARSKI • • SCALE CL 4< U Ir..^L V 1 Lu J co Q W W > I -I J LL Qz0 0 O w w J a 1- 4 m J r ^ Q I --I V J Lu D 0 �J 1..1� i U JOB NO. 40204 SHEET NO. C4.0 �a �0 o � U) �0 0 T � E O E E N 0- O D U w �3 zN 0 aNi g x a) a) wa) 0 L 0 0 a- o .3 a 0) ro E Y N � L) X E O O O U w� aN (0 E E o E� 3 E U N -00 (0 � 0 0 0 0• O U -0 2 E N f6 E N o E U 0_ o U� E L c 0 A 0 0 >, a 0 M N 00 O N co N C O 6 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'+MI INITIAL BACKFILL 4'jMI UNSTABLE dM8" 88" 8" SOIL\ MIN. MIN MI -- = #68 STONE - _GRANULAR FILL AS _ = APPROVED BY ACSA S ABLE' SOIL 0 ROCZ STABLE' SOIL' OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING N TS FIG. W- 2 4" DIAMETEf AND VALVE WATER TD-2 \/ARIFC �KESIKAINEU JUIN I FI I IIN(J5 ON-LINE (TYPE "B") .J. PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK CO METER BOX (SEE FIG. W-7) VALVE BOX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY N TS FIG. W-8 TD-19 X FOR ALL BENDS 45' = min n 45 MIN T SECTION 1-1 45 max L 2 n I 45' max PLUG I I J 2 l I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED Gt>" SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS N TS FIG. W-3 TD-3 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-O" MAX 2'-0" RUBBER COATED STEEL ° STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS m 1AX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING T 1 a ,. SEWER. A FILLETED INVERT FOR A SMOOTH d ° °.. a& 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-1-A TD-25 w J z I P - � I i \ \ 12" i �- (� NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS ATHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10, (270') 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN 6" GATE VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN FLEXIBLE CONNECTION -j NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL Lu BE CORED AND A FLEXIBLE Lu " BOOT " I- INSTALLED 2" BRANCH o TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN N TS FIG. S-1-B TD-27 0 GL 1 G)z U) i 0 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS of AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE €i WATER 2500 P.S.I. CONCRETE THRUST BLOCK I mlKe1_'I12&9_110111111 LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE N TS FIG. W-5 TD-9 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS T O O (RECESSED FLUSH) V 1„ J [25mm] D (2) CLOSED PICKHOLES 1 1/2„ D � [38mm] Z � Z O Tr 1 1 S E W O 0 (2) CORED -n PICKBARS 1 1/8" (29mm) DIA BOSS D 27 1 /2" DIA 1 1 /2" [699mm] [38mm] m 7" 1 1 26 67m DIA [178mm ] [67mm] ~I 26" DIA 1 1/2" 90 [38mm] [660mm] (6mm) 24" DIA I NEOPRENE GASKET [79mm] O[606mm] �1 1 < 28 7/16" DIA 5/8" [722mm] [16mm] 23" DIA 1 1 f T m [584mm] T 36" DIA 25" DIA �J [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION CRAIGW T. KO• A-RSKI> Lic. No. 0402048507 M E 0 0 M U N V; N c: > E Luai E ~ Lu U 3 Q w 0 o w wO co rl < Lu L M Q�w U00 W = - Lr; H a p N (7 W N z� a) re) O x O u- C) Q : = U > U) � Q - c � rn O N N i M d � 00 J � F IL O z O a- u V) w 0 Z O U) w Ll.l OO W a O ti W 00 Lu ~ N 0 0 DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE U ui j r ^ w Q J co r z O Q Ww J J a Lu H4 CO ~ > J J r ^ Q V 1 Lu O J U JOB NO. 40204 SHEET NO. C4.1 5 0 U C a) N O 3 0 O a :z T C `o a) a) D a 0 c: m U) -- co :z 0 a� 0 as 0O �Of 20 z m0 �2 0 c H E o a) C N o N d O D � w � 3 Z N O2 2Q 2x o= 0 m 0 O_ o .3 a � !n (6 LN X c: a)O O U 2 N N (6 0 O Ul U � O N E 7 � U N N-0 U N O NO , O U -0 2 c: N N O CU O U O o� a� L c O c 0 T a v M N 00 0 N M N r- 0 0 -0 2 0 a z J O 14 / ,zZ- N� / EXISTING TREE / �/� / / // // I \ I - - - - - o�/` / T -REMAIN TYP SHR "iz R5 �\ / 0 ' / R5' / 51 Z. / TR,N G / / \ \ p 47.1 , 1 / /, // / �P�%\ r ��' �' r/ r I 44'' Q,S; rr, �'r'/ ' ' '/ / /\ FUTUR R/W) /r 3 / ✓ + 9 R3' // + /' / � v � \ v v vv / ■ EXISTING BUILDING �/ ' R5' // / / / / / �RO/NTAot L DSCAPING TO BE IMPROVED WITH 3' / / // /� / / / / / ADDITIONAL LANTINGS. SEE NOTE THIS SHEET �///1/ 5A0 RT 41 / ��'/'� \ ' / ' / ' ^ \ II - //' I'' APPROX. LOCATION OF EX. TREES TO -- - -- MpTR E R5 R / / REMAIN. TREE REMOVAL IS ALLOWED X \ L� T-R€E - R3' ,'/r//��/ IN THIS AREA. ALL LANDSCAPE PLAN Y / / // qw � ■ / r �2 I 7 R5 _ _ ,i///� /% REQUIREMENTS WILL BE MET. R5' 535 / 25- O _ 4 I \ 25 \ II , / / i ♦ / rr r �/ r / X / r S 15� \ - ... LR5 IN _ R4.5' R5' aj� j j f -52 � _ _ _ R312 !f�-" � d. -I' � �'•52 � � ,/ , / \ r r // / / ' / / S GENERAL NOTES_- -_-------- ---- -- S _ =�--_--- - 5 PRE -CONSTRUCTION � I / • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT - 525 526524- - i - I I / r' - ' / / 11 LANDSCAPE NOTE ,�/ �� 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE 5 LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. _ - - - _ _ _ - - - 5 0 521 / / /' ` / z / i // o �� AT THE PERIMETER OF THE SITE, EXISTING VEGETATION IS INTENDED _ 519_ _ I J / _ / ,��/ / TO REMAIN AND SATISFY BUFFER REQUIREMENTS. SUPPLEMENTAL NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. ; - - _ - - `` — — • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO _ _ - - _ _ _ _ _ _ _ _ _ 517=o= LANDSCAPING WILL BE PROVIDED IF IT IS DETERMINED TO BE BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL - ; - _ _ _ _ S _ _ _S - - - - - - - - - '_ _ _ I I yAy / / / // /� 4 C� NECESSARY BY THE ZONING ADMINISTRATOR OR HER DESIGNESS. BE VERIFIED PRIOR TO BIDDING. _ _ — - — — — — \ _ _- _ - _ _ _ _ _ ; _ _ _ _ �\ I II / ' / �/ / /® c� �Q-= ` O�� SUPPLEMENTAL LANDSCAPING WILL INCLUDE EVERGREEN TREES, • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND \ \ �� _ -515� — _ _ — \_11 / /� \ / / / / � O SUCH AS EASTERN RED CEDAR AND AMERICAN HOLLY. VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND \ \ \ \ \ \ \ \\ \ \ \\ - - - _ _ _ _ _ - _ _ \ \ _ — — — _ \ _ ♦I / , / ♦ / ` ) I ♦ /' ' i �� O INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND \ \ \ \ \ -�� - - - - - - _ - - - _ _ Ir / r / / �\ l I/ �/ / � O�OI REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY \ \ \ \ \ \ \ \\ \ \ \\ �- - - _ _ _ _ _ _ _ _ - - - - _ _ _ _ pp - '�- �/ / I / , / / 1 p� STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT \ \ \\ \\ \\ \\ \ \ \\ �\ \\\ - - _ _ - - - - - - _ _ I ' \�k�� /7� �P� / • '�' I� l /�' 1 \ / I' ^O v PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, \ \ \� \ \ \\ \ \ - _ _ _ _ _ _ _ _ _ ^ - I I / / / l l i ��� O o CONCEPT PLANT SCHEDULE TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. \ \ �� \ S\\ I - - - - - _ _ _ i ' II ' / r5 Q • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS \ ��S \ `� ��� \ — — — 0 4�L — I N' \ ��� TWFk,45-88`��� AND CONTRACT SPECIFICATIONS. 11 -Tt�EA�LjEMARLLF`SO�CTY-FQR TIDE\ \ \ \�\�� / = _ _ _-� _ _ __ ^ I I I - ' ♦ ,' I / \ ,`� o��� h • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER 11 ,�REVEaIV��E�I�VEI�TY��C�AN1N�,gL�\ \ \ \ �\ \��� , \ -`\ \\ \ - - _ \ I I I S / , \ M LG TREE AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED \ \ \ \ \ \ _ _ \ \ \ \ , , �/ 'U _ / �k I \ / LARGE SHADE TREE �D9.-4404,, PG, 616 BETULA NIGRA /RIVER BIRCH PER TEST RESULTS TO ENSURE PLANT HEALTH. o. QUERCUS PHELLOS / WILLOW OAK CONSTRUCTION/INSTALLATION TMP45-109C3 • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS \\ ` \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` / _ \�\\ \ \ �� \ I I // / LARNER, JAMES & ROXJNE11 I / / / MD TREE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY N\n DB. 4826, PG. 608 I1 II \ / 0�11 ' MEDIUM SHADE TREE CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\, \ l 11 llr ZONED: C-1 \+ACER RUBRUM /RED MAPLE \ �7/ Ij I I _ \ CARPINUS BETULUS/ EUROPEAN HORNBEAM CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. SHRUB • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING\\ SHRUB AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT - 1 INTERFERE WITH SIGHT DISTANCES. �\ \\ \ \ \ \\ \ \ \\ \ \ \ \ \ \\ \ \\ \ I I / _ _ _ _ /// FOTHERGILLA GARDENII /DWARF FOTHERGILLA • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL A(1P5-� ILEX GLABRA / INKBERRY HOLLY 7� DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE ,SON, JIU�IT#1 D\& BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS EARL ANgEk,510M WHICH AFFECTS THE GUARANTEE. V9_1\26, F)G .i6� INSPECTIONS/GUARANTEE /V 1 1� 11 1 1 I I I I 1 \ \ / \ • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS - - - INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY / OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND \ \ THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. TMP 45-109C2 ACCESS HOLDING LLC DB. 4485, PG. 455 ZONED: C-1 co co 0 Q z [e R 55 SCALE 1 "=30' NOR 0 30' 60' NLTH OF �&ANK W. H C C III 5 No. 14 y 04/09/18 w PE AR C CL O c� z O d U U) w z O_ v) W cl� z w OO W OO W co w o ~ N 0 O DATE 04109118 DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE 1" = 30' p U rCL V ) Lu �J/ I..L � z W M W J Q Lu O 0— Lu J Q J Q U J Cn I —I co Q >Jz r^ Q V J Lu J O J Q./ a U JOB NO. 40204 SHEET NO. L1.0 0 c U 0 0 U) O Q Q m 0 cn cn m m Q 0 0 3 (a 00 a� O Ur �U) z �0 f� 0 g C m 0 C N a o � 3 z N 0 X 0 0 w � O Qw o .3 n � >` �N X c: N O O U wL i �N 0 o c o 0 E-0 U @ o � c D-0 �� .m U -0 O c U) -0 @ U -0 2 �N c: c: U) c:OU @ O Qw U)(D L PARKING AREA LANDSCAPE REQUIREMENTS *PER32.7.9.6.A.&B. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED AT LEAST 5% OF PAVED PARKING 22,951 SF AREAS AND DRIVING *NEWLY ADDED 22,951 x 0.05 = 1,148 SF 1,870 SF AISLES TO BE PARKING AREA 1,147.55 LANDSCAPED WITH TREES AND SHRUBS ONE (1) LARGE OR 70 PARKING SPACES MEDIUM SHADE *NEW PARKING 70 / 10 = 7 7 LARGE OR MEDIUM 6 LARGE TREES TREE PER TEN (10) SPACES SHADE TREES 6 MEDIUM TREES PARKING SPACES LANDSCAPE SCREENING REQUIREMENTS *PER32.7.9.7.A.2. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED PARKING AREAS WITH FOUR (4) OR SCREEN PARKING 55 SHRUBS TO MORE SPACES TO 70 PARKING SPACES N/A FROM RESIDENTIAL SCREEN PARKING BE SCREENED FROM AREAS AREAS RESIDENTIAL AREAS TREE CANOPY REQUIREMENTS *PER32.7.9.8.A.1. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED 10% OF SITE TO 8.88 ACRES 386,812.8 x 0.10 = EXISTING: 142,982 x HAVE CANOPY (386,812.8 SF) 38,681.28 38,681.28 SF 1.25 = 178,728 SF COVERAGE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT ...oeeo..9: B&B CONTAINER SHRUB PLANTING DETAIL NOT TO SCALE , mk MR mom, �i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i`.♦.♦i♦i♦i�i`� f.. ♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦c♦Oi� .•000OOOOOOOOOOOOOOOOi' �1 INT. LAND. 1,870 SF INTERIOR LANDSCAPE AREA i REQUIREMENTS EXHIBIT SCALE: 1" = 80' REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER I- 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ✓1' lvlL I L1% DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE -W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NLTH OF �&ANK W. H C C III y 04/09/18 w pE ARC M E O p M U N u� N C >E w ~ U c Q�� 0 LL o w O o d' lJJ L M Q< � U o� M d O � (7 W N O x of � DQ =� u _ CV = U > � Q C Ln O O N i M CO J O W �D �___ 0 0 0 w w U Q z 0 0 CL O z 0 d U w 0 z 0 W cl� Z cw G 0 a 0 w w o ~ N O DATE w" DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE U CLL V / LU �.J I --I I..L Q W 5- 0 LLI Q 0 0o > z J Q Qz O W Ww J J O Jwz H� m J W r^ Q V J W Q U^ , V ) 0 O z �J Q I..L J i U JOB NO. 40204 SHEET NO. L2.0 C O 0 0 T a Lo M N co 0 N co N r C O a) 6 a Original Proffers X Amendment PROFFER STATEMENT ZMA No. 201700008 Charlottesville -Albemarle SPCA Renovation and Expansion Tax Map and Parcel Number(s): 04500-00-00-08800 Owner(s) of Record: The Albemarle Society For The Prevention Of Cruelty To Animals Inc Date of Proffer Signature: May 29, 2018 2.53 acres to be rezoned from R-6, Residential to C-1, Commercial The Albemarle Society For The Prevention Of Cruelty To Animals Inc is the owner (the "Owner") of Tax Map and Parcel Number 04500000008800 (the "Property") which is the subject of rezoning application ZMA No. 201700008, a project known as "Charlottesville -Albemarle SPCA Renovation and Expansion" (the "Project"). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. 1. Permitted uses of the property, and/or uses authorized by special use permit, shall include only the following section(s) of the Albemarle County Zoning Ordinance in effect on April 27, 2018, a copy of the section(s) being attached hereto: 22.2.1 BY RIGHT (§ 18-22.2.1) 3. Religious assembly use, cemeteries. (Amended 8-9-17) 4. Clubs, lodges (reference 5.1.02). 13. Nurseries, day care centers (reference 5.1.06). 20. Dwellings (reference 5.1.21). 26. Stormwater management facilities shown on an approved final site plan or subdivision plat. 27. Tier I and Tier II personal wireless service facilities (reference 5.1.40). 22.2.2 BY SPECIAL USE PERMIT (§ 18-22.2.2) The following uses shall be permitted only by special use permit approved by the board of supervisors: 2. Energy and communications transmission facilities. 3. Hospitals. 5. Veterinary office and hospital (reference 5.1.11). 6. Unless such uses are otherwise provided in this section, uses permitted in section 18.0, residential - R-15, in compliance with regulations set forth therein. 13. Animal shelter (reference 5.1.11). 14. Tier III personal wireless service facilities (reference 5.1.40). OWNER - 4.4 un� By: An i Gunter Title: Executive Director The Albemarle Society For The Prevention Of Cruelty To Animals Inc SP-2017-00022 Charlottesville -Albemarle SPCA (CASPCA) Renovation and Expansion Conditions 1. The installation of perimeter fencing and landscaping to enhance screening shall be the only disturbance permitted within the buffer zones. 2. On Parcel 86, no proposed building addition or new structure shall encroach closer than 40 feet to a side or rear property line, except that any fenced outdoor exercise area shall be at least 20 feet from any residential lot line. 3. On Parcel 88, no proposed structures shall encroach closer than 50 feet to a side or rear property line, except that any fenced outdoor exercise area shall be at least 30 feet from any residential lot line. 4. Prior to the issuance of a building permit, the applicant shall submit information to the satisfaction of the County Engineer and the Zoning Administrator (or their designees) that demonstrate the sound attenuation qualities of the construction materials used in the renovation of the clinic can reasonably meet the fifty-five (5 5) decibel sound limit in Section 5.1.11(b). SP-2017-00022 Charlottesville -Albemarle SPCA (CASPCA) Renovation and Expansion Conditions Development and use shall be in general accord with the conceptual plan titled "Charlottesville Albemarle SPCA Rezoning/Special Use Permit Application" prepared by Timmons Groups and dated December 18, 2017, last updated April 5, 2018, (hereafter "Conceptual Plan"), as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Conceptual Plan, the proposed development and use shall reflect the following major elements essential to the design of the site: • location of buildings and structures (not including fenced outdoor exercise areas) • location of parking areas • no parking lots, driveways, or permanent structures within 30 feet of the property lines adjoining parcels zoned residentially • dedication of right-of-way along Berkmar Drive • landscaping and screening at the perimeter of the site as noted on the plan • a 30' buffer zone on TMP 04500-00-00-08800 Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance. 2. Additional buildings, structures, fencing, and parking may occur in the area shown for SPCA expansion in accordance with the Conceptual Plan. 3. Fundraising activities and other special events shall not occur unless a zoning clearance has been issued by the Department of Community Development. 4. Animals may be walked and/or exercised outside only between the hours of 8:00 a.m. and 7:00 p.m. While animals are outside, they must be supervised and be either on a leash if outside the fenced area or contained within a fenced area if not on a leash. 5. Support facilities located on TMP 04500-00-00-08800 must be shown on an approved site plan and fenced to the satisfaction of the Zoning Administrator. 6. Fencing, other than for outdoor exercise areas, shall be of the same or a similar material identified on the plan entitled "Charlottesville/Albemarle S.P.C.A. ZMA-2000-005, SP-2000-022, revised November 6, 2007." "S S*J fW Q CRAIGW J. KO'I'ARSKI > Lic. No. 0402048507 M E O O M V N VI N O Q O > E E LU � U iv 3 Q ! �3 � o LL — w O 0� LU L M QU o0 < W = — LPI a p N (7 W N O x oQ IT � V7 = N N = U > Ln Q . 41 N N M a-'t 00 J O W v7 O (D O 0 w w 2 U Q z O V) M O Z 0 ►13 Z O a iY U V) w 0 Z O U) W w 0 U W a O U) j LLW DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE Q U w J Q W m J a a z w O LL w LL J a O w co a J Q L JOB NO. 40204 SHEET NO. R1.0