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WPO201300066 Plan - Approved 2013-10-23
0 0 N E Q) V N 0 0 0 ip n n 0 0 w V) z Q J IL 0 i 0 Q 0 i r ry Q M J W 0 V) ry 0 z m 0 0 EO i 0 w 0 ry n Q Q 0 Q Issued for: Site Plan Review Date Issued: October 21, 2013 Latest Issue: March 4, 2014 Number Drawing Title N C1.01 Legend and General Notes C2.01 Demolition and Erosion Control Plan - Phase I C3.01 Layout and Materials Plan C4.01 Grading Plan and Drainage Plan C5.01 Utility Plan C6.01 Erosion Control Plan - Phase II C7.01 Pre- Development Drainage Area Map C7.02 Post - Development Drainage Area Map C8.01 Site Details C8.02 Site Details L1.0 Landscape Plan E 1.0 Lighting Plan ELI Lighting Details E1.2 Lighting Details Latest Issue 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 3/4/2014 Reference Drawings Number Drawing Title Latest Issue SV -1 Size Existing Condition Plan of Land Al-1 Required Architecture Floor Plan - First Floor Trip Generation Estimates: ITE Trin Generation LAND USE CODES 590: LIBRARY AND 150 WAREHOUSE Size Spaces DAY WEEKDAY Required PM PEAK HOUR TRIP GENERATION RATE 7.30 VPH /1,000 SE SQURE FEET 79 SUBTOTAL LIBRARY USE 299 V'PH 8 x 18 8 x 18 TRIP GENERATION RATE 0.32 VPH /1,000 SE SQUARE FEET 23,033 SUBTOTAL WAREHOUSE USE 8 VPH / TOTAL SPACES TOTAL TRIP GENERATION RATE 307 VPH Site Notes: 1. THE PROJECT PROPOSES A LIBRARY, MEZZANINE AND WAREHOUSE RENOVATION OF AN EXISTING VACANT BUILDING AND CONSTRUCTION OF 84 PARKING SPACES. 2. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND NOT WITHIN A DRINKING WATER WATERSHED. 3. NO PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN. 4. THE EXISTING VEGETATION OF THE SITE IS MIX OF PAVED PARKING LOTS AND SMALL, WOODED AREAS. 5. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 6. NEW DUMPSTER LOCATIONS ARE PROPOSED WITH THIS PLAN. Survey Source Notes: 1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RIESPONSIBLE CHARGE OF DAVID PUGH, L.S., FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION. THE FIELD SURVEY WAS COMPLETED IN AUGUST OF 2013. 2. INFORMATION BASED ON HORIZONTAL NAD 83 & VERTICAL DATUM NAVD 88. t 3/4/2014 3/4/2014 Parking Summary Chart Description Size Spaces Required Provided Required P d STANDARD SPACES 9 x 18 9 X 18 79 78 STANDARD ACCESSIBLE SPACES * 8 x 18 8 x 18 2 2 VAN ACCESSIBLE SPACES 8 x 18 8 X 18 1 / TOTAL SPACES 2 SPACES ESOL 8 PATRON X 1 SPACES 82 82 LOADING BAYS ** TOTAL PARKING SPACES REQUIRED = 82 SPACES 5 * ADA /STATE /LOCAL REQUIREMENTS ** LOADING BAYS: PER COUNTY ZONING ORDINANCE Parking Requirements: LIBRARY 7 EMP x 1 SPACES / 1 EMP = 7 SPACES LIBRARY 65 PATRON X 1 SPACES / 1 PATRONI = 65 SPACES ESOL 2 EMP X 1 SPACES / 1 EMP = 2 SPACES ESOL 8 PATRON X 1 SPACES / 1 PATRON = 8 SPACES TOTAL PARKING SPACES REQUIRED = 82 SPACES 705 Rio Road West Albemarle County, Vir Rio Magisterial District gyp, b7a? HIL�cFl6 C11 I t) Lijub f •, °S d; J-` :jal'el4t♦":ta'7y{ "} q �Aw '.. .. AMF f egler'� fle-111IflakS �. Latrte-s ImRraypmw } Site'r ' ;r�it? is 29 dF` �W� C'S TM,? €i`; 1 Ili DsLrPa r s ^�, 631. IM: al(D7aF�ti� 6E�61:fiP Et�l.R'8110?�t k' �sdPCl�IR�: 1 F1DL'!r1 r1n'alllnu�a' z 8AlitT f; is Iaa�u i 29 iilnc�a. 1'IC?Ct� T�'r�t1Yf11C�G PtrI ' Ew5', �; tof �Sttt�C(ft ME1140ia s =` GLFN 00 D . 'TA + 4 M " GAr'E1�411' yt, s r( 5 GroNaou �r hJi�i4 1t'ti� /L IRT I Gerjpre([IVlfJ -anAHCH L aa- ( -631 A } fi5ro , s R71a1a. u {l i•AG WA KEF(k' 0 n� 29 , a�aa {'iitac�T �r° a RIFE 11ena+E(a off. T >I1F�A` r r } fir( is - �,, Uernirtfll� �yU�tae: �h6�1_ri�.„. � CeaT>!et�ry, F11_R,TEe1 FIDDa �f(ory 1 nt�r "n' Les TEFtR As' ts(3 1, WOOD; j Site Location Map 0 1000 •00 Feet APPROVALS: PLANNING /ZONING ENGINEER BUILDING OFFICIAL FIRE OFFICIAL ACSA VDOT 115 South 15th Street, Suite 200 Richmond, Virginia 23219 804.343.7100 • FAX 804,343.1713 e • FILE COPY This copy of the approved plan is reserved for the official files of Albemarle County. Please do not remove this plan from the file. AOFROVO theAfbemarle county MM Co - U De veto tit Da timent P '_ mivR.t� . a I L( 0 ma ot� A Engineer: Vanasse Hangen Brustlin, Inc. Contact: Scott Chapman 115 South 15th Street, Suite 200 Richmond, Virginia 23219 804 - 343 -7100 • Fax 804 -343 -1713 Landscape Architect: Waterstreet Studios Contact: James Moore 111 3rd Street SE Charlottesville, Virginia 22902 434 -295 -8177 Architect: HBM Architects, Inc. Contact: Jamie Shook 1382 West Ninth Street, Suite 300 Cleveland, Ohio 216 -241 -1 100 Tax Map /Parcel #: Parcel Owner: Zoning: Deed Book: Property Address: Magisterial District: Proposed Use: Building Square Footage: Buildings: Stories: Property Size: Maximum Impervious: Comprehensive-Plan: Drinking Water- Watershed: Total # of Units /Density: Density Bonus Factors: Waiver /Variance Requests: " Max. Height of Structures: 651 Number of Employees: Recreational Area: Landscape Requirements: REVISIONS.: 06100- 00- 00 -120KO County of Albemarle, Virginia HC, Highway Commercial EC, Entrance Corridor 4045 Page 83 705 Rio Road West Rio Library /Warehouse Existing Mezzanine 5,537 SF First Floor 29,108 SF Basement 289753 SF 1 2 3.11 Acres 74 %, or 100,249 SF N/A None N/A N/A None N/A N/A See Landscape Plan for Calculations 1. 12/18/13 REVIEW C,QMMENTS FROM ALBEMARLE COUNTY;, VDOT, ACSA, AND RWSA 2. 01/06/14 FOR PLAN., REVIEW 3, 01/15/14 FOR BIDDING 4. 01/27/14 FOR ADDENDUM 1 5. 02/03/14 FOR COUNTY COMMENTS 6, 03/04/2014 FOR COUNTY COMMENTS Proposed 3,588 SF 37,320 SF 23,033 SF FILE COPY This copy of the approved plan is reserved for the official files of Albemarle County. Please do not remove this plan from the file, Cn O °O o c�Y9 U M Cn O 0 7:1 U a� o a o 4° Cn 0 \ \VARIDATA \PROJECTS \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLAN SET \POD \33781 POD -LG Legend Exist. Prop. ACR Exist. Prop. ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS CONCRETE PAVEMENT L= 43.84' BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION PROPERTY LINE ELEVATION 0 STANDARD DUTY PAVEMENT FDN FOUNDATION PROJECT LIMIT LINE GRANITE r_ HEAVY DUTY PAVEMENT LA - - - - RIGHT -OF- WAY /PROPERTY LINE LIMIT OF DISTURBANCE MAX RIPRAP - - - - EASEMENT NOT IN CONTRACT o o CONSTRUCTION ENTRANCE PERF PERFORATED BUILDING SETBACK PROPOSED REM REMOVE 10+00 10 +00 R &D 27.35 TCx TC27.35x TOP OF CURB ELEVATION SWEL SOLID WHITE EDGE LINE BASELINE SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL 8. 26.85 BC 8C26.85x BOTTOM OF CURB ELEVATION 6. - CONSTRUCTION LAYOUT SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, 26.85 FL FL26.85x FLOW LINE ELEVATION - - ZONING LINE PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATIiON DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE TL BY A PROFESSIONAL LICENSED SURVEYOR. 26.85 EP EP26.85x EDGE OF PAVEMENT ELEVATION - SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. TOWN LINE PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED BLASTING WILL NOT DAMAGE AND RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER 8. 132.75 x 132.75 x SPOT ELEVATION 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED LIMIT OF DISTURBANCE 45.0 TWrx 38.5 BW 45.0 TWx 38.5 BW TOP &BOTTOM OF WALL ELEVATION RWSA General Notes: TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL WETLAND LINE WITH FLAG BORING LOCATION - - - FLOODPLAIN I 61 TEST PIT LOCATION BLSF BORDERING LAND SUBJECT TO FLOODING QMW Mw Q MONITORING WELL Bz SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. WETLAND BUFFER ZONE ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 11. UD UD UNDERDRAIN RMn _•_ RMA - RESOURCE MANAGEMENT AREA 12 "D 12 "D--► 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING OWNER. 4. BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAINAGE LINE RPA - RESOURCE PROTECTION AREA 6 "IRD 6 "RD-► ROOF DRAIN OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 12' "S 12 "S 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY 14. - SEWER LINE - - - - - - - - GRAVEL ROAD OHW OWN OVERHEAD WIRE - EOP - EOP EDGE OF PAVEMENT g "W 6 "W WATER LINE MS -3, 3A MS -3, 3A ASPHALT CONCRETE CURB AND MEDIAN "IFP ORDINANCES AND STATUTES. 4 -4-FP- FIRE PROTECTION LINE CG -2 CG -2 STANDARD 6" CURB 2 "DW 2 "DW DOMESTIC WATER LINE _ CG -3 CG -3 STANDARD 4 " CURB 3 "G G GAS LINE CG -6 CG -6 COMBINATION 6 " CURB & GUTTER UGE- _UGE UNDERGROUND ELECTRIC CG -7 CG -7 COMBINATION 4" CURB & GUTTER T T TELEPHONE LINE FIRE LANE STRIPING FA FA FIRE ALARM LIMIT OF CURB TYPE -CATV- CAN CABLE TV - - - - - SAWCUT 0 ® DI DRAIN INLET (VDOT DI -1 OR DI -7) E`� a DRAIN INLET (VDOT DI -3B) BUILDING EN BUILDING ENTRANCE DRAIN INLET (VDOT DI -3C) LD LOADING DOCK ® • DRAIN MANHOLE • BOLLARD `TD- ® TRENCH DRAIN 0 FD_] DUMPSTER PAD PLUG OR STUB 'O' T SIGN FLARED END SECTION DOUBLE SIGN - HEADWALL 0 ® SEWER MANHOLE L STEEL GUARDRAIL @ • SEWER CLEANOUT WOOD GUARDRAIL cs cs O CURB STOP & BOX _ - -- - -_- PATH wv Q �� WATER VALVE &BOX TREE LINE TSV TsV TAPPING SLEEVE, VALVE & BOX WIRE FENCE SIAMESE CONNECTION -��- n FENCE HYD HYD Is. FIRE HYDRANT -❑ ❑ STOCKADE FENCE WM 0 WM o WATER METER o - CHAIN LINK FENCE ® PIV PIV POST INDICATOR VALVE car- cD00000 STONE WALL ® WATER WELL RETAINING WALL GG GG STREAM /POND /WATER COURSE O GAS GATE GM GM DETENTION BASIN E). ° GAS METER HAY BALES O • ELECTRIC MANHOLE -- -xcc- SILT FENCE EM EM El ELECTRIC METER ---- 4 - - - - 4 MINOR CONTOUR '* LIGHT POLE --20-- 20 MAJOR CONTOUR O • TELEPHONE MANHOLE 10 t0 PARKING COUNT M TRANSFORMER PAD C10 COMPACT PARKING STALLS -0- UTILITY POLE DYL DYL DOUBLE YELLOW LINE 0- •- GUY POLE SL SL STOP LINE J,. �, GUY WIRE & ANCHOR ff CROSSWALK o El HAND HOLE PB PB /1-N ZEN ACCESSIBLE CURB RAMP ° PULL BOX HANDICAP PARKING Matchline_ - MATCHLINE VAN - ACCESSIBLE HANDICAP PARKING VAN VAN Albemarle County Service Authority Construction Notes 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. Albemarle County Engineering General Construction Notes for Site Plans 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. Abbreviations Notes: General ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EXIST EXISTING FDN FOUNDATION GRAN GRANITE GTD GRADE TO DRAIN LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE PERF PERFORATED PROP PROPOSED REM REMOVE RET RETAIN R &D REMOVE AND DISPOSE R &R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL utility CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEAN OUT DCB DOUBLE CATCH BASIN DMH DRAIN MANHOLE DI DRAIN INLET CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE ES END SECTION EW END WALL FES FLARED END SECTION F&G FRAME AND GRATE F&C FRAME AND COVER FM FORCE MAIN GT GREASE TRAP GI GUTTER INLET HDPE HIGH DENSITY POLYETHYLENE PIPE HH ELECTRIC HANDHOLE HW HEADWALL HYD HYDRANT MES METAL END SECTION INV INVERT ELEVATION I= INVERT ELEVATION PWW PAVED WATER WAY PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE R= RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UP U1LITY POLE General WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT REQUIREMENTS AND LOCATIONS FROM ACTUAL FIELD CONDITIONS. 1. THE "MISS UTILITY LAW" REQUIRES FOR THE CONTRACTOR TO CALL 8311 AT LEAST 3 WORKING DAYS IN ADVANCE OF 12. PIPE LENGTHS SHOWN HEREON ARE FROM CENTERLINE TO CENTERLINE OF STRUCTURE AND ARE APPROXIMATE. WITHOUT COORDINATION WITH AND PRESENCE OF -RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES THE PLANNED WORK TO ALLOW TIME FOR MARKING, THAT THE MARKS BE RESPECTED AND PROTECTED, AND THAT CONTRACTOR SHALL DETERMINE ACTUAL PIPE LENGTHS FROM FIELD CONDITIONS. ON WEEKENDS OR HOLIDAYS WITH SPECIAL WRITTEN PERMISSION FROM RWSA. EXCAVATION BE COMPLETED CAREFULLY. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE 13. INVERTS CONTROL ELEVATIONS AT ALL STRUCTURES, SLOPES AND LENGTHS ARE APPROXIMATE ONLY. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. - 14. RIM ELEVATIONS SHOWN HEREON ARE APPROXIMATE ONLY. CONTRACTOR SHALL SET ALL STRUCTURES FLUSH PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE WITH FINAL GRADE. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE NULL AND VOID. NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL (WHICHEVER ARE MORE STRINGENT). Layout and Materials 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT WALKS, ETC.) SHALL FOLLOW DETAIL PROVIDED BY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR SITE MARKINGS, UNLESS OTHERWISE NOTED. SPECIFIC SEEDING MIXTURES IN ACCORDANCE WITH STANDARD & SPECIFICATION 3.32. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 2. CURB RADII ARE 5 FEET TO FACE OF CURB UNLESS OTHERWISE NOTED. 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 8. REQUIRED UP TO SUBGRADE ELEVATIONS. 3. CURBING SHALL BE CG -6 or CG -6R WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. 6. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATIiON DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE BY A PROFESSIONAL LICENSED SURVEYOR. DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENITS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED BLASTING WILL NOT DAMAGE AND RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED 10. BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. RWSA General Notes: TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER„ AND OTHER MEDIA ARE ENCOUNTERED DURING ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER FOR LAYOUT OF THE PROJECT FEATURES. EXISTING PIPE. EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND 8. CONTRACTOR ;SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO START OF WORK. WATER SYSTEM. CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. Demolition 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING OWNER. 4. BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY 14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT UTILITY REPRESENTATIVES. OF ENVIRONMENTAL QUALITY (DEQ) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DEQ AND PREPARE A STORMWATER POLLUTION 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. ORDINANCES AND STATUTES. 1 T,•1•. 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE: ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET /RESET AS FOLLOWS: A. PAVEMENTS AND CONCRETE SURFACES: FLUSH B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH C. LANDSCAPE, TOPSOIL AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: A. WATER PIPES SHALL BE DUCTILE IRON PIPE, CLASS 52 WITH CEMENT MORTAR LINING. B. SANITARY SEWER PIPES SHALL BE SDR 35 PVC PIPE. C. STORM DRAINAGE PIPES SHALL CLASS III, REINFORCED CONCRETE PIPE. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. 11. LOCATION OF FITTINGS SHOWN HEREON ARE APPROXIMATE ONLY. CONTRACTOR SHALL DETERMINE ALL FITTING Albemarle County Notes 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. 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 Engineering General Construction Notes for Site Streets 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID /PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK. 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND OR DIRECT DEPOSIT. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED OR OTHERWISE STABILIZED TO PREVENT EROSION. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Document Use 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S,SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE STANDARD PE -1 WITHOUT COORDINATION WITH AND PRESENCE OF -RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITH SPECIAL WRITTEN PERMISSION FROM RWSA. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME AND IS NOT NULL AND VOID. NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE FIELD CONDITIONS. THE CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN - ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN RWSA EASEMENT WITHOUT SPECIAL ,,,WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED OTHERWISE BY RWSA IN WRITING. BY VDOT FOR PUBLIC ROADS 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA 12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING A BLASTING AND PRE -BLAST SURVEY MAY BE FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST- CCTV MAY BE REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE PROPOSED BLASTING WILL NOT DAMAGE AND RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING RWSA General Notes: IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER EXISTING PIPE. AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO START OF WORK. WATER SYSTEM. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILI1FY (1- 800 - 552 - 7001). 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977 -2970 EXT. 205) SHAILL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 33781 POD- LG.DWG N U L d 0 m e L a a t m T O. O 00 \ \VARIDATA \PROJECTS \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD -DM M )7.07' 496.77' PRELIMINARY LIMITS OF WORK .(TYP.) - 25% GRADE STEEP SLOPE (TYP.) - �Q RIM-506.27' INV CL= 492.32" INV CLEANOUT= 494.97 INV 8 " (A)= 493.42' __INV • "' (B)= 493.4-2° Demolition 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT, PER DRAWINGS AND SPECIFICATIONS. 3. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 4. EXISTING STORM SEWER NETWORK TO REMAIN UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL RECLAIM AND PULVERIZE ALL ASPHALT REMOVED DURING CONSTRUCTION TO BE REUSED IN ACCORDANCE WITH THE SPECIFICATIONS. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 6. THE DEMOLITION INFORMATION IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID /PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK. 7. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. 8. ALL PUBLIC AND PRIVATE UTILITIES TO ADJACENT PROPERTIES, INCLUDING CABLE TV, FIBER OPTIC, GAS, AND ELECTRICAL SERVICE, SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL COORDINATE SERVICE INTERRUPTIONS WITH UTILITY PROVIDERS. AND ADJACENT PROPERTY OWNERS PRIOR TO COMMENCING DEMOLITION OPERATIONS. Pumping of Stormwater 1. SHOULD IT BE NECESSARY TO PUMP STORMWATER DURING CONSTRUCTION BECAUSE THE GRADING WILL NOT ALLOW FOR GRAVITY FLOW, THEN THE PUMPED STORMWATER MUST BE FILTERED USING A METHOD APPROVED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. DETAILS OF ACCEPTABLE METHODS OF DEWATERING HAVE BEEN PROVIDED ON THE EROSION CONTROL DETAILS SHEET OF THESE PLANS. Sequence of Construction: 1. A PRE - CONSTRUCTION MEETING MUST TAKE PLACE PRIOR TO ANY LAND DISTURBINIG ACTIVITIES. THE OWNER'S REPRESENTATIVE, ENGINEER, EROSION CONTROL INSPECTOR AND CONTRACTOR MUST BE PRESENT AT THIS MEETING. THE SITE WORK CONTRACTOR SHALL GIVE THE COUNTY INSPECTOR TWO WORKING DAYS NOTIFICATION. 2. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL INSTALL PERIMETER CONTROL EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS INCLUDING CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSION DIKES, AND TREE PROTECTION. 3. INSTALL THE SEDIMENT TRAP. 4. ONCE THE SEDIMENT TRAP IS IN PLACE, BEGIN DEMOLITION AS NOTED, TREE REMOVAL, CLEARING, AND GRUBBING. 5. ALL TOPSOIL STOCKPILES SHALL BE STABILIZED AND SILT FENCE PLACED_ AROUND THE PERIMETER TOE OF STOCKPILE AREA. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING AND CONDUCTING ALL NECESSARY INSPECTIONS WITH THE APPROPRIATE LOCAL AND STATE OFFICIALS. COORDINATION WITH THE APPROPRIATE ENTITIES WILL BE PERFORMED BY THE CONTRACTOR. 7. DURING CONSTRUCTION, SOIL STABILIZATION ON SITE SHALL CONFORM TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), LATEST EDITION. 8. INSPECT AND REPAIR ALL EROSION CONTROL DEVICES WEEKLY AND WITHIN 12 HOURS AFTER ALL RAIN EVENTS. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625 02 00. 9. CONTRACTOR SHALL PROVIDE POSITIVE SURFACE DRAINAGE FROM GRADING OPERATIONS TO ADJACENT STORM SEWER STRUCTURES IF POSSIBLE. 10. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND OR DIRECT DEPOSIT. 11. PROCEED TO THE PHASE II EROSION AND SEDIMENT CONTROL PLAN UPON APPROVAL OF THE COUNTY INSPECTOR. INSTALL PHASE II E &S MEASURES. Phase 1 Erosion Control Quantities* Item Unit Quantity CONSTRUCTION ENTRANCE EACH 1 SILT FENCE L.F. 180 DIVERSION DIKE L.F. 1000 TEMPORARY SEDIMENT TRAP EACH 1 INLET PROTECTION EACH 5 OUTLET PROTECTION EACH 1 *CONTRACTOR TO VERIFY ACTUAL QUANTITIES Soil Legend .278 - ELIOAK LOAM, 2 -7 PERCENT SLOPES 27C - ELIOAK LOAM, 7 -15 PERCENT SLOPES N= 3918109.67 E=1 1489740.14 ELEV= 517.90 SPIKE NAIL /SET `-- CONC CU GUTTER \ �S Demolition Legend WITHIN LIMITS OF WORK: ALL PAVEMENT (RIGID OR I I FLEXIBLE) AND ALL SURFACE FEATURES, INCLUDING BUT NOT e LIMITED TO UTILITIES, SITE LIGHTING AND STRUCTURES TO BE REMOVED UNLESS OTHERWISE NOTED ON PLANS DENOTES REMOVAL OF xxxx - UNDERGROUND UTILITY AND /OR CURBING, FENCES AND GATES. TREES AND UTILITY POLES TO BE REMOVED ASPHA I \ I \ I I I I GRA TOP: INV I�INV ) STOI I RIM= INV 1INV QN= 3917954.02 I E= 11490010.92 ELEV = 520.28 1/ A I-\ n i A l l / r, r —r Erosion Legend PRELIMINARY LIMITS OF WORK • • • NATURAL DRAINAGE DIVIDE ry_y_y_y_1\ LIMITS OF CLEARING CE CONSTRUCTION ENTRANCE 0 0 0 0 0 0 B/M SOIL STABILIZATION BLANKETS / AND OR MATTING --10 00 DV TEMPORARY DIVERSION DIKE �0, ' RCD ROCK CHECK DAMS -- �--� -- TSD TEMPORARY SLOPE DRAINS ---» SF SILT FENCE • O TREE PROTECTION FENCING CIP CULVERT INLET PROTECTION ® IP STORM DRAIN INLET PROTECTION S ^T TEMPORARY SEDIMENT TRAP TEMPORARY. SEEDING PS PERMANENT SEEDING 20 0 20 40 SCALE IN FEET C UD RE VE CURB I I LIMIjII OF I WOR , (TYP ) Demolition Legend WITHIN LIMITS OF WORK: ALL PAVEMENT (RIGID OR I I FLEXIBLE) AND ALL SURFACE FEATURES, INCLUDING BUT NOT e LIMITED TO UTILITIES, SITE LIGHTING AND STRUCTURES TO BE REMOVED UNLESS OTHERWISE NOTED ON PLANS DENOTES REMOVAL OF xxxx - UNDERGROUND UTILITY AND /OR CURBING, FENCES AND GATES. TREES AND UTILITY POLES TO BE REMOVED ASPHA I \ I \ I I I I GRA TOP: INV I�INV ) STOI I RIM= INV 1INV QN= 3917954.02 I E= 11490010.92 ELEV = 520.28 1/ A I-\ n i A l l / r, r —r Erosion Legend PRELIMINARY LIMITS OF WORK • • • NATURAL DRAINAGE DIVIDE ry_y_y_y_1\ LIMITS OF CLEARING CE CONSTRUCTION ENTRANCE 0 0 0 0 0 0 B/M SOIL STABILIZATION BLANKETS / AND OR MATTING --10 00 DV TEMPORARY DIVERSION DIKE �0, ' RCD ROCK CHECK DAMS -- �--� -- TSD TEMPORARY SLOPE DRAINS ---» SF SILT FENCE • O TREE PROTECTION FENCING CIP CULVERT INLET PROTECTION ® IP STORM DRAIN INLET PROTECTION S ^T TEMPORARY SEDIMENT TRAP TEMPORARY. SEEDING PS PERMANENT SEEDING 20 0 20 40 SCALE IN FEET C UD \ \VARIDATA \PROJECTS \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLAN SET \POD \33781 POD -LM OFFICE CONDOS OUS OWNERS BENCHMARK N= 3918109.67 �% -E= 11489740.14 ELEV = 517.90 SPIKE NAIL SET \ CHAIN LINK FEN .- EDGE OF PAVEMENT ------------ ROD (F) 50'08'23" E 576,74 r` ' i r'� —• •-r- O - -gip -_ i �_i � - v j` - ``'i 1 / `\� L ` -^--- '-- 1 RETAINING WALL. ` t (12) `1SPL`ASH !1 _ — -* BLOCI <;;,(1FYP.) ! _ - -- - DUMSPTER ENCLOSURE NOTES: 1. MATERIALS TO BE BRICK ON CMU TO MATCH BUILDING;. 2. HEIGHT WILL BE 8' -8" TALL. 1 -STORY BRICK COUNTY OF ALBEMARLE VIRGINIA PARCEL ID: 06100- 00- 00 -120KO DB. 4365 PG. 46 #705 RIO RD W 3.127 ACRES STORM MANHOLE (TYP.) • ,,; 2p• ° Iilttll A. N 2 'I? . 'FIRE. LA CONC. PAD ,'° • j .. STRIF�IN. o 0 Feet 2. v. (TYP.) DUMPSTER BE PARALLEL TO REFER TO LIGHTING ENCLOSURE 35 Feet PLAN FOR DETAILS (REFER TO ALL LONGITUDINAL CROSSWALK LINES '/ ARCH PLAN) o FLT" - -- - , 4. } 1 EXCEED 1.5 %. Crosswalk s N.T.S. Source: VHB LD -553 P STORM MANHOLE (TYP.) N I N 2 APPLICATION, NO COMBINATION OF LINES ='t 30 Feet INCH LINES) WILL BE ACCEPTED. 0 Feet 2. SITE LIGHTS (TYP.) �1 BE PARALLEL TO REFER TO LIGHTING CURBLINE. 35 Feet PLAN FOR DETAILS 3. ALL LONGITUDINAL CROSSWALK LINES YVY LENGTH AND STORM MANHOLE (TYP.) - , 4. } 1 EXCEED 1.5 %. oI I w w > U w Rio e St Q 6 ° o0� �a Y z� Route 631 W m Nw o m F, ' -h- - -- tb l- PB.VCII1CII S t -- o CONC CURB CONC CURB & - - -�_ GUTTER 1 0 , t STORM MANHOLE (TYP.) LIMITS OFI' I j WORK (TYP.), - I LIGHT & POLE Tr FL - -- ! f1 +,trhr I NE': - . O. .8R' 10' PARKING • - `' - - SETBACK VDOT C R VDOT STD. (TYP.) 30 BUILDING CG -6 (TYP.) t� SETBACK Ic, 1 TANDARD DUTY = i AVEMENT (TYP.) co FL FL (o ICPNNECT TO I I Z FrST SIDEWALK 1`�ONNECT TO 1XIST C &G :- KAI 4'� -- BIKE RACKS P. 11 _ T{ -- - SPHALT REFER TO LANDSCAPE — _ -1 • = 1 PLAN FOR DETAILS "U'T E _ STORM MANHOLE (TYP.) — mf z TYP. z CANOPY CONCRETE CANOPY 1 ( ) STRIPING TYP. \ - STEPS TYP. TYP. d (TYP.) - REFER TO � N - I 1 _ HEAVY DUTY I� I— — LA 7. ,. BLOCK (TYP.) C H A I N PAVEMENT T YP PLANS 12 SPLASH N L I NK � . . . - 5' CONCRETE CON CRETE CO NCR ETE CONCRETE ETE F ENCE I uuiunl SIDEWALK STEPS STEPS STEPS `a 1 . =. % - o TYP. ( ) p REFER TO REFER TO REFER T CONCRETE PLANS LA PLANS LA PLANS 00 STEPS O _ FL RE FER TO - w i " - y : - yl. r y EDGE O F LA PLANS PAVEMENT �Y n i VDOT STD. ''•,, _ __ tD CG -6 (TYP.) ,QI R1 -1 / I I — I I I unuu uunnuuululiu�ll!Ilunul In PK N Ai L F 1oR \ ` S-46:49 3,4 W 340.40' I PK .— .... --!_ W 431.32'' 1p0R I i f) iJ ca CHAIN LINK N AI L F SAVNCUT (TYP.) ( Q F J c Uj I w \ LIMITS OF J - - - --- — `I— I In WORK (TYP.) PLANTED — _+ BIOFILTIRATION SWALE WITH 30' PRIVATE ACCESS SUBDRAIN EASEMENT)" DB. 800 PG. 165 ry %ir-?o-n Inr I I n z Q J n Ill w to 4 " WIDTH (PAINTED BLUE) ACCESS AISLE 4 " BLUE LINES 24 " ON CENTER 4" WIDTH 450 (PAINTED BLUE) 4' 1 d- Notes: vetaii BLUE SKID - RESISTANT PAINT .? Yrly TH (PAINTED WHITE) 1. ALL DIMENSIONS TO EDGES OF 4" PAVEMENT STRIPING. 2. 8' STALL WIDTH REFERS TO 8' CLEAR BETWEEN INSIDE EDGES OF PAVEMENT MARKINGS. 3. ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE AREAS SHALL NOT EXCEED 1.5 %. Accessible Parking Space 11/10 0 I 0 I 4 Ln 0 I N 'AINT 17" 110"L17" 'l 1 (TYP.) (TYP.) N E N WAY1-,4 �_4" WHITE PAINT (TYP.) LENGTH AS REQUIRED (SEE STRIPING PLAN) 12" 16' ILL VWHITE PAINTED 0 STOP LINE I I 00 16" (TYP.) 4" WHITE PAINT LANE 4 "- f Notes: 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. Painted Pavement Markings - On Site 6/08 N.T.S. Source: VHB LD_552 N.T.S. Source: VHB LD_554 2' (MAX.) 12" (TYP.) ■YID _ 4 (MIN.) wV) zz J Q J CL w ow 0) w � CURBLINE U `I Ir.) Notes: 1 • N I (12 " ") LINES SHALL BE N 0 APPLICATION, 4 Ln 0 I N 'AINT 17" 110"L17" 'l 1 (TYP.) (TYP.) N E N WAY1-,4 �_4" WHITE PAINT (TYP.) LENGTH AS REQUIRED (SEE STRIPING PLAN) 12" 16' ILL VWHITE PAINTED 0 STOP LINE I I 00 16" (TYP.) 4" WHITE PAINT LANE 4 "- f Notes: 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. Painted Pavement Markings - On Site 6/08 N.T.S. Source: VHB LD_552 N.T.S. Source: VHB LD_554 2' (MAX.) 12" (TYP.) ■YID _ 4 (MIN.) wV) zz J Q J CL w ow 0) w � CURBLINE U `I Ir.) Notes: 1 • TWELVE INCH (12 " ") LINES SHALL BE APPLIED IN ONE 150 Feet APPLICATION, NO COMBINATION OF LINES (TWO - 6 30 Feet INCH LINES) WILL BE ACCEPTED. 0 Feet 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO MAXIMUM BUILDING HEIGHT CURBLINE. 35 Feet PARKING SETBACK 3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH AND PROPERLY ALIGNED. 4. CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5 %. Crosswalk 6/08 N.T.S. Source: VHB LD -553 :1 1 DOMINION f _ C II POWE RIFTI I POWER U. •CONCRETE:' STEPS. (3) R ' SSW - LK-�TYP- -.)- �� t FL C TYPE 5 C C- I - I - - _ = SIDE LK • z I N IT • - _ ' t 1 9. x - 3 - iI -- _ VDOT � D. 11, = Z GYP. I - O A R I - a I FL TYPE 'J' _ FL = --- - I o; - 1 RI I R1 -1r T 1 `1 STORM MANI CR IIIJIIIIIIIIIIfNj 1111111111i111111���� _ - � I I[ / r ACR _ _ * I j► �I TYPE 'J'. S1 — _5. N -- SIDEWALK P VDOT STD. (TYP. I I CG -12 RAM — — — N IL HEAVY DUTY 2 " WIDE PAVEMENT (TYP.) _ S P BAR 4 "' SYL I (TYP.). R1 -1 � 1 t. DIRECTIONAL -_ ARROWS (TYP.) BENCHMARK /70^ LAN= 3917954.02 � E= 11490010.92 ELEV- 520.28 MAG NAIL /SE__o Q. v N o Z --I a O 0 � O C y M S o m N Pavement Summary Sign Summary ° O VDOT ROW PAVEMENT (MATCH EXISTING) M.U.T.C.D. Specification Desc. LO Number Width Height HEAVY DUTY PAVEMENT R1 -1 3011 3101' ®® T STANDARD DUTY PAVEMENT I I CONCRETE Notes 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 2. FOR RIGHT TURN LANE, MATCH EXISTING PAVEMENT SECTION. 3. CONTRACTOR SHALL CORE EXISTING ASPHALT PAVEMENT IN RIO ROAD WEST AND DETERMINE EXISTING PAVEMENT SECTION. REPORT TO ENGINEER. 4. FIRE LANE MARKINGS AND SIGNAGE REQUIRED PER STATE OF VIRGINIA FIRE PREVENTION CODE AND COUNTY OF ALBEMARLE. CONTRACTOR SHALL COORDINATE ALL FINAL FIRE LANE MARKINGS AND SIGNAGE PLACEMENT WITH FIRE MARSHAL. Zoning Summary Chart Zoning District(S): HC, HIGHWAY COMMERCIAL Overlay District(S): Zoning Regulation Requirements Required Provided MINIMUM FRONTAGE 150 Feet 182 Feet FRONT YARD SETBACK 30 Feet 30 Feet SIDE YARD SETBACK 0 Feet 10 Feet REAR YARD SETBACK 0 Feet 275 Feet MAXIMUM BUILDING HEIGHT 65 Feet 35 Feet PARKING SETBACK 10 Feet 10 Feet s• s R5 -1 30" 30" RESERVED R7 -8 1211 18" PARKING a—r ; R7 -8P 1211 61' Ac VANaI E NO PARKING FL 12" 24" FIRE LANE TOWING ENFORCED BOOK DROP S1 12" 24" OFF C z dT r CONC CURB & GUTTER 0 20 0 20 40 SCALE IN FEET M (TYP.) 33781 POD- LM.DWG Q 0 m E N T \ \VHB \PR0J \RICHM0ND \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD -GD vIH )7.07' 490.77' 520 25% GRADE STEEP SLOPE (TYP.) �Q I N� Station /hN 1 f' 512 10 +00 �•1 � • 1 • 11+00 Station Storm Sewer - Run 1 n V O l 520 C O > (D W 512 11+51 Station 500 Cn ° 490 cu > N W 480 Or.% nDAnr QTrrD Iwo C Len th D E 1785 -12 1785 -18 o GRADE N –F r.) 24 610 P i OPOSEDI GRADE (TYP.) C o E4ISTING NP gRADE I Itl 1 V) of EXISTING GRA E 0 � (T YP.) (TYP.)I I- II c°\I ^F 73 LF 15 °RCP -1.51% N F r7 I f �o�rn r O 11 M - - - 1• ! t2 — _ - PR OPO D GRA�E N PRO� (T-Yx -) OSED RADE I II a IF, 101 oLO L L0 o �ROPOS _ I it it n� `LP o EXITING GRADE o Q o �! Its! _)- 62 LF 5 "RCP S=O-f9% W7. — --r- — - 28 LF �o C) 1 "5 "RCI, P HMO S =0.�3% I II 512 10 +00 �•1 � • 1 • 11+00 Station Storm Sewer - Run 1 n V O l 520 C O > (D W 512 11+51 Station 500 Cn ° 490 cu > N W 480 Or.% nDAnr QTrrD 500 478 484 40 +00 41 +00 Storm Sewer - Run 4 42 +00 43 +00 43 +30 M Mo Station Iwo C Len th D E 1785 -12 1785 -18 gXISTING GRADE N –F 1785 -24 24 610 P i OPOSEDI GRADE (TYP.) C o E4ISTING gRADE I Itl 1 V) of — 0 (T YP.) I- II c°\I ^F 73 LF 15 °RCP -1.51% N F f �o�rn r O 11 M 1• ! t2 — _ - PRO� (T-Yx -) OSED RADE II a IF, 101 L0 o �ROPOS _ I it it n� `LP o EXITING GRADE o o �! Its! _)- — (TYr') �o C) HMO I II _T 500- ,— — N� CM at t II I a, d' �I —) �mO ° oO T_ C -_ C W o Mui X I I 3 LF j 2"PV 11 , S= .03% 490 ui — m = _ W -�" J - W lit I R 36 RCP ^°orn . I k I t - - - _ :- -490--- — _ J -.rOMN � o O / _ I 484 4 ;0 478 500 478 484 40 +00 41 +00 Storm Sewer - Run 4 42 +00 43 +00 43 +30 M Mo Station 20 +00 21 +00 Station 22 +00 Storm Sewer - Run 2 23 +00 24 +00 Station cn O > N 510 fn f✓ O > Q) W mosill 500 0 N > W Aar) Ann ti WIM11 % N= 3918109.67 / -E= 11489740.14 Rio ELEV= 517.90 SPIKE NAIL /SET 20 0 20 40 4 0 4 8 VERTICAL SCALE IN FEET Station Figure No. C Len th D E 1785 -12 1785 -18 gXISTING GRADE N –F 1785 -24 24 610 P i OPOSEDI GRADE (TYP.) C o E4ISTING gRADE I Itl 1 V) of — (T YP.) I- II c°\I ^F 73 LF 15 °RCP -1.51% N F f �o�rn r O 11 M uz --11_1,. �ROPOS D GRAD it it �o N� CM at t II I a, d' �I —) �mO ° oO T_ -_ W o Mui X oo_- _n ui J ^°orn � -.rOMN � o O / I / 6 4.. 2 CP ` LFI 24" CP / 57 ` N N I J= 4-V W� �~ S =0.50% 20 LF W / " RCP - . 6Q LF I / S 1.75% - - - - - _ - - - 1 S RCP 5:01 %- 500- / 18' MIN. SEPARATION - ,RCP n I C 6" _T TI �ATERLINE `80 4 GO 20 +00 21 +00 Station 22 +00 Storm Sewer - Run 2 23 +00 24 +00 Station cn O > N 510 fn f✓ O > Q) W mosill 500 0 N > W Aar) Ann ti WIM11 % N= 3918109.67 / -E= 11489740.14 Rio ELEV= 517.90 SPIKE NAIL /SET 20 0 20 40 4 0 4 8 VERTICAL SCALE IN FEET Station "ta7L `r--7V 30 +00 25 +00 25 +23 Station Storm Sewer - Run 3 500 490 30 +83 S 2Q N I` s C it GRA 11 TOP- INV I II I" C C 3TOI W= NV NV c Patio Area - Inset 1 = 10' O O > W FUNCTION: Used as a transition piece for connecting sheet metal exposed downspout to underground cast iron soil piping. Sturdy cast iron construction provides the necessary protection of the lower part of the exposed downspout from damage. B I I Cast Holes � —A-- -j 4 (100) -� -- --! � I i Castlron —) - - Securing I I Strap E O I I I I I C I I C I r I I t A x B SIZE Fig. 1785 Series ...4(100) x 3 "(76) RECTANGULAR Fig. 1787 Series... 4"(100) ROUND Fig. 1786 Series... 5(125) x 4 "(100) RECTANGULAR 4 100 x 3"(76) SIZE Figure No. C Len th D E 1785 -12 1785 -18 12 305 18 455 0 N –F 1785 -24 24 610 P i OPOSEDI GRADE (TYP.) C o E4ISTING gRADE I Itl 1 V) of — I- II 73 LF 15 °RCP -1.51% f "ta7L `r--7V 30 +00 25 +00 25 +23 Station Storm Sewer - Run 3 500 490 30 +83 S 2Q N I` s C it GRA 11 TOP- INV I II I" C C 3TOI W= NV NV c Patio Area - Inset 1 = 10' O O > W FUNCTION: Used as a transition piece for connecting sheet metal exposed downspout to underground cast iron soil piping. Sturdy cast iron construction provides the necessary protection of the lower part of the exposed downspout from damage. B I I Cast Holes � —A-- -j 4 (100) -� -- --! � I i Castlron —) - - Securing I I Strap E O I I I I I C I I C I r I I t A x B SIZE Fig. 1785 Series ...4(100) x 3 "(76) RECTANGULAR Fig. 1787 Series... 4"(100) ROUND Fig. 1786 Series... 5(125) x 4 "(100) RECTANGULAR 4 100 x 3"(76) SIZE Figure No. C Len th D E 1785 -12 1785 -18 12 305 18 455 11/2 38 6 518 168 1785 -24 24 610 5 125 x4" 100 SIZE 4"(100) ROUND SIZE Figure C D E Figure C D E No, Len th No. Len th F 1786-24124(61 1 25 7 5/8 194 1787 -18 18 455 1 25 6 1/8 155 NOTE: All downspout boots have 4"(100) spigot end for connection with 4 "(100) pipe. REGULARLY FURNISHED: NOTE: Dimensions shown in Cast iron Body and Strap with 5116 "(8) Dia: Cast Holes parentheses are in millimeters. for Flat Head Bolts, Typical. All Shapes Unpainted. Downspout Boot 4/97 N.T.S. Source: Jay R. Smith Mfg. Co. 33781 POD- GD.DWG m N c m L m m E fl x a_ .0 \ \VAR]DATA \PROJECTS \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD -UT RIM =506.27" �J INV CL =492.32 INV CLEANOUT- 494.97 N� INV 8" (A)= 493.42 INV 8 (B)= 493.42 SANITARY MH SANITARY MH RIM= 504.86 CHAIN LINK RIM-500.37' ,� FENCE IN CI EANOUT= 497.16 EDGE OF 00 00-004' 8 DI INV CL =493.92 PAVEMENT �� INV CL =495.21 -` �„ °"° INV. = 497.48 (IN) - -- ° `o ' ' . �� , �„ � CONNECTION SHALL BE - M_ °� Mam ( KOR -N -SEAL OR EQUIVALENT EDGE OF ffc -3 25 L.F. STM30 PAVEMENT ! JCS N= 3918109.67 �/ -E= 11489740.14 ELEV= 517.90 SPIKE NAIL /SET CONIC CURB �J 1„ 6 PVC SAN. LATERAL - -- �a �_� I= 515.70 STM32 EXTEND (1) -2" 12 RCP Q S =2.08% (MIN.) _ I= 515.60 OU7 LIGHTPOLE SCH40 PVC ! END OE PIPE - - - °� (TYP.) CONDUIT (SCHOOL) ° (a S =0.49% _ AKNOWI`�° ° 15 "RCP 51 LF _ - -1 _ 0 Q ( v - CI�AT °jNieE'I / CON`. o o q • o. °.. II I / D {( ° 'Q� •(�F(' ° + ° D INV,= 498.00 (OUT) (12) SPLASH 28 LF ° DI,N °V °IN= D48�:��' S= 1.03% .12 "PVC .. LF y.,° BLOCKS (TYP.) °• 1 '' • 15 "RCP ' EX. SAN, LATERAL D S =0.53% v v K a D oI N V. v l\i 1 'J LLC� .3.1� TD16 • D TO BE REMOVED o o.p° D D ° R= �498.f1 ° . v $ ' \ RT61 ,96 "•� DMH v / D' °. .. v.b I= 496:50. OUT .o r,v I N I- 45!75- TD16 "9.3.4.1 r D. '' `' / •. 1- c49.4.00D :, pU � 'v r ° ° v. ° v • jn''� �jy/�� °. v m _ I= 517.18 STM39 p / �• ,j, '..°/ �..1 P, V:IJ D O D.. D. •° .,D v D p D v.. D ` ° D ° 0 v v 'ID STM38 CO T. �� ■ ^D.. ° v ° ° • ° zD I= 517.18 OUT RT 3 71 DI -3A • B V, � ' ' I= 515.95 STM3 3 CON` DOWNSPOUT 1= 515.85 ON .. BOOT - ,y , �( O 0 STM39 4" DS ' 17 LF 6 OUT '- i 7 o4 I NEW UTILITY POLE . D S'1. 4% '' °q (BY POWER CO) * I I �° DOMINION POWER 7.0 7 / < PRESCRIPTIVE 496.77 / 40 LF I= 517.14 OUT I I N 24 "RCP STM36 4" Os I a, POWER EASEMENT �, 18 LF O 1=516.66 STM35 � r, R= 519.98 ` A I= 516,66 STM38 � / S =1.75% 4 "PVC rrl ASPHALT DIL s ' SITE LIGHT S =1.04% l I= 516.56 OUT) 9R4T9 = = v (TYP,) z I\ 15 "RCP 41 LR 1= 492.80 out 28 LF _0.60% • 1 8 "PVC _- " I URB & GUT _ • 0 15 "RCP 73 LF • S =1.04% STM35 6" DS STM33 DI -3C * _ / CRATE r LET STM10 DI -3B ` I= 516.95 STM36 - - R= 519.42 L =f3 1 �� Fj - 6 C N LE T CT CABINET I= 516.95 STM37 3. 3 0 R= 497.90 L =6' * * t " 1 EX -1 DI -1 TOP " I= 491.70 STM20 I= 516.95 OUT 1 I= 516.35 STM T // REFER TO I= 516,25 OUT R= 496:30,/ Inl pr' i� 1= 491.80 STM11 T \(7 4u9.02 MEP PLAN m / �z 1= 491.00 STM10 I= 491.70 UUT I DOWNSPOUIz SITE LIGHT 1 =47� P E)�-3 O' IN I N=496.32' BOOT (3) I (TYP.) F, �\ r I= 481!51% QUT T= 481 . J 7� fir alb EX. ROOF DRAINS SHALL BE 23 LF 1. ; / 1 DISCONNECTED FROM PIPE EX. 1 1/2° 4 °PVC STM41 T -MH -2 f y INV = 496.27 AND SHALL DISCHARGE TO WATER SERVICE S= 1.04 % {� R= 521,77 1 I SPLASH BLOCKS (TYP.) TO BE REMOVED STM37 4" DSO= 1= 518.13 ouT CHAIN " ' �+ 1= 517.19 OUT_ 22 LF LINK ( 12 "PVC (12) SPLASH EX. 8 "' SPRINKLER ; T �,I _ _ STM40 SI -2B -s✓ STM11 DI -3B I I- ( ) BLOCKS TYP. SYSTEM FENCE R= 497.34 L =6' / - - _ I S =0.50% x i= I= 516.81 OUT I= 492.90 STM12 STM12 DI 3B FDC ! b R= 510,00 a ' EX. 8" FIRE SERVICE # I= 492.80 (OUT) n� PIPE GAS SERVICE STM17 YD >\� R= 5oo.2s L =s' LIGHTPOLE �" DI/ U N KN NN I I 1 AND METER I= 506,61 OUT LINE TO BE REMOVED , (2) 45' ^q) I= 494.45 STM13 EDGE OF I= 493.95 ouT (TYP.) ATR ,r O . 8" BEND S �_ - - -- - - �- _ i PAVEMENT • _ 20' ACSA EX -2 520 N O 510 a) W 500 496 10 +00 Station �U I-- hA - - --� - -- - -r- - -� - --- ---- •1--T- - - - - - ( (I WATERLIN M- EASEMENT 4„ .. I 2 „W 1 ,{ 2 w _ _ 2„W n - __ -- • _S= _1B"RrP ;Q -LF -_ ',• i _ -- - - - • n NEW 2 DOM SVC - -- - - -- - - - -- ((�11- -- - -- - -- -- - -- -� ` wmi AN R LA E N D.. �- r 8 "FP 8 "FP 8 "FP (4) 45' BENDS -T- 8 "X6" REDUCER _ ' ( 6�' VALVE m�) r-1_� I q CHAIN LINK / ( _ 20 ACSA ,� - -- - - - -- - -- - -- - -- -- - -- - -- - - -- - -- - -- - - -- - -- - -- _ -- - - - -� WATERLINE STM13 DI -3B Q Ld , �(2) -6' SCH40 PVC INSTALL NEW 2" R= 507.74 L =6' v) STM14 DI -38 V) CL EASEMENT R= 510.88 L =6' to CONDUIT (POWER) DOMESTIC LINE I= 503.00 STM14 I= 506,50 STM17 v°-) LEAVING METER I= 502.90 OUT I= 506.00 OUT 6" FIRE SVC (2) -2" SCH40 PVC EXISTING .8 "X6" TEE CONDUIT (COMCAST EX. METER AND VAULT UTILITY POLE AND SCHOOL) TO REMAIN (1) -4" SCH40 PVC RESET VAULT RIM AND CONDUIT (CENT LINK) CONCRETE BAND / L_ 11 +00 12 +00 Station Proposed 8 Fire Line 13 +00 14 +0 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERI N= 3917954.02 E= 11490010.92 ELEV= 520.28 I l A /1 A I A 11 r- -r $zq'MINa INITIAL BACKFIL' 824 MIN a. MIN IN MIN MIN 6" BEDDING #68 STONE " STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 1 STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND SPLASH BLOCK -1 12„ THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF No. M50SPB1 \ �. 968 STONE. 48 lbs. 1}2 FOUNDATION IN POOR SOIL UNDER - CUT CONDITION 520 ,YZ„ 3 � > ,a MIN INITIAL BACKFILL ?q MN UNSTABLE 8 ° 8• 8• 8• 24" SOIL __ Mlrl MIN _ _ MIN MIN #68 STONE \12" \ = O = GRANULAR'. FILL AS O \ / =;= APPROVED BY ACSA STABLE SOIL UR RO� `STABLE SOIL OR ROCK NOTE I. 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. N Approx. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. Ordering Shipping 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 0 Code Item Nei ht Description IN THE TRENCH. 510 M50SP61 SPLASH 48 12" x 24" Splash block, reinforced concrete S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. w Concrete Splash Block 109 Ductile Iron Water Pipe Installation & Bedding N.T.S. N.T.S. Source: ACSA TD -2 NOTE: HYDRANT MUST BE 45° EQUIPPED WITH CHARLOTTES- max L VILLE THREADS WHICH IS J/ THE LOCAL STANDARD. ` ° LENGTH OF BRANCH VARIES _ max ° m 5' 6' MIN n I'e v ' PLUG j y (270 °) 2' TO 10' r 500 I VALVE BO; 7 CU. FT. 18" 968 STONE JG FOR ALL BENDS FOR TEE UR WYE FITTINGS :'o ,• 6" GATE WIDEN TRENCH TO 36 "M IN a s I, P VALVE -�1 - - - -- ACCOMMODATE r ANCHOR IF 8° X 6" REQUIRED. 0 14 +38 TEE min BEDDING AS-_"' ` 2500 P.S.I. CONCRETE ° . ,G ., a °' REQUIRED I pl BASE AND THRUST j.. BLOCK AGAINST d z UNDISTURBED STABLE PLUG SOIL. STEEL PILE--------4j 45 MIN MIN 3/4" THREADED RODS TO T T / WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. A HYDRANT I S LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED SECTION 1 - 1 SECTION 2 - 2 THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHAIT COATF0 THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, 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' 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 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 22 112 1.50 2.00 2.52 0.10 2,00 2.25 2.50 0.15 t 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 T_'--� 90 4.83 3.83 3.42 0.83 10° & l2' 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 I EXITING G OUND --------- - 8 "x45' BEND I z 8 "x6" TAE ME FIRE HY RANT ASSEMB -Y - o \ CUT EX TING 8" .I. WAT RUNE WATERLINE INSTALL REDUCER & 8"x4 BEND \ 8 "x6" !EE �- 1 8 "x6' TAE FIRE HYDRANT ASSEMB -Y 8" PL _F 11 +00 12 +00 Station Proposed 8 Fire Line 13 +00 14 +0 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERI N= 3917954.02 E= 11490010.92 ELEV= 520.28 I l A /1 A I A 11 r- -r $zq'MINa INITIAL BACKFIL' 824 MIN a. MIN IN MIN MIN 6" BEDDING #68 STONE " STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 1 STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND SPLASH BLOCK -1 12„ THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF No. M50SPB1 \ �. 968 STONE. 48 lbs. 1}2 FOUNDATION IN POOR SOIL UNDER - CUT CONDITION 520 ,YZ„ 3 � > ,a MIN INITIAL BACKFILL ?q MN UNSTABLE 8 ° 8• 8• 8• 24" SOIL __ Mlrl MIN _ _ MIN MIN #68 STONE \12" \ = O = GRANULAR'. FILL AS O \ / =;= APPROVED BY ACSA STABLE SOIL UR RO� `STABLE SOIL OR ROCK NOTE I. 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. N Approx. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. Ordering Shipping 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 0 Code Item Nei ht Description IN THE TRENCH. 510 M50SP61 SPLASH 48 12" x 24" Splash block, reinforced concrete S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. w Concrete Splash Block 109 Ductile Iron Water Pipe Installation & Bedding N.T.S. N.T.S. Source: ACSA TD -2 NOTE: HYDRANT MUST BE 45° EQUIPPED WITH CHARLOTTES- max L VILLE THREADS WHICH IS J/ THE LOCAL STANDARD. ` ° LENGTH OF BRANCH VARIES _ max ° m 5' 6' MIN n I'e v ' PLUG j y (270 °) 2' TO 10' r 500 I VALVE BO; 7 CU. FT. 18" 968 STONE JG FOR ALL BENDS FOR TEE UR WYE FITTINGS :'o ,• 6" GATE WIDEN TRENCH TO 36 "M IN a s I, P VALVE -�1 - - - -- ACCOMMODATE r ANCHOR IF 8° X 6" REQUIRED. 0 14 +38 TEE min BEDDING AS-_"' ` 2500 P.S.I. CONCRETE ° . ,G ., a °' REQUIRED I pl BASE AND THRUST j.. BLOCK AGAINST d z UNDISTURBED STABLE PLUG SOIL. STEEL PILE--------4j 45 MIN MIN 3/4" THREADED RODS TO T T / WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. A HYDRANT I S LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED SECTION 1 - 1 SECTION 2 - 2 THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHAIT COATF0 THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, 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' 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 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 22 112 1.50 2.00 2.52 0.10 2,00 2.25 2.50 0.15 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 10° & l2' 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 HORIZONTAL HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHAN' 2O O 2O 4O REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 2. SIZE, 2DEA ENDS AND AT VALVES. PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 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 ALL THRUST BLOCKS. 4 0 4 8 VERTICAL Typical Fire Hydrant Assembly Detail Concrete Thrust Block SCALE IN FEET N.T.S. Source: ACSA TD -7 N.T.S. Source: ACSA TD -3 CONIC CURB GUTTER k�11x. RTY Lic. 9452 . 1/27/14 w . w AL, 115 South 15th Street, Suite 200 Richmond, Virginia 23219 804.343.7100 • FAX 804.343.1713 REVISIONS: January 6, 2014 For Plan Review January 15, 2014 For Bidding January 27, 2014 For Addendum 1 I IFebruary 3, 2014 ASPHALT For County Comments IMarch 4, 2014 For County Comments 1 I I i CRATE i TOP =5 I INV IN INV OU 9 LF 15 "RCP S =11.45 1 LF 5' RCp Rr. N,9,VE r MMEX SRRT O< IANDVA I IV = R IM, C6 r N W J J f-- � U O 0) GUI Gut G W � W W W m v) W ID Q 0 O DATE: MARCH 4, 2014 PROJECT NO: 337$1 SCALE: 1 " =20' Utility Plan C5.01 \ \VARIDATA \PROJECTS \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD -ER \ RIM = 506.27" INV CL= 492.32" INV CLEANOUT= 494.97 ®� INV 8" (A)= 493.42" _INV \$„ (B ) s = 493.42" �_ - -- CO r ►7.07" 496.77 co 1p \ ATi\ /- \ \ \\ " "' " 340.40�9 90, / f , CL SANITARY MH SANITARY MH RIM--504.86' T ni - ---- -F��L/S L�r - __ - - - - -- -- - -- JV rRl VH IC tvl%.'Caa EASEMENT DB. 800 PG. 165 N= 3918109.67 �/ -E= 11489740.14 ELEV = 517.90 SPIKE NAIL /SET QN= 3917954.02 E= 11490010.92 ELEV =520.28 I i/ A /1 A I A 11 Ir. r- -r Phase 2 Erosion Control Sequence of Construction: THE FOLLOWING OUTLINES THE GENERAL CONSTRUCTION SEQUENCE THAT WILL BE EMPLOYED DURING THE SITE CONSTRUCTION PHASE. UPON COMPLETION OF DEMOLITION ACTIVITIES, COMMENCE ROUGH GRADING OPERATIONS. STORM SEWER, PHASE 1 TEMPORARY SEDIMENT TRAP, BASIN, AND DIVERSIONS TO REMAIN AS SHOWN ON PLANS. (r' PROCEED WITH THE INSTALLATION OF UNDERGROUND UTILITIES INCLUDING WATER, SEWER, AND STORM PIPE. 3. INSTALL DRAINAGE STRUCTURES WITH INLET PROTECTION. PLAN ASSUMES ALL RUNOFF TO INLETS IS DRAINED ° O o 0 0 0 0 TO SEDIMENT BASIN AND TRAP THROUGH STORM SEWER. CONSTRUCTION ENTRANCE 4. PLACE COMPACTED FILL AS REQUIRED TO ROUGH GRADE DRIVES AND PARKING AREAS TO SUBGRADE. 5, INSTALL UNDERGROUND UTILITIES AND EXTERIOR LIGHTING WIRING /CONDUIT. AND 6. FINE GRADE DRIVES AND PARKING AREAS. TEMPORARY DIVERSION DIKE 7. COMPACT SUBGRADE, PLACE AGGREGATE BASE AND SUBBASE. ROCK CHECK DAMS 8. INSTALL CURB AND GUTTER, AND CONCRETE PAVING. TEMPORARY SLOPE DRAINS 9. \ SILT FENCE 10. I TREE PROTECTION FENCING 11. INSTALL LANDSCAPING AND LIGHT POLES. sus\ 12. INSTALL PAVEMENT MARKING AND SIGNS. STORM DRAIN INLET PROTECTION 13. CLEAN UP. SEDIMENT TRAP QN= 3917954.02 E= 11490010.92 ELEV =520.28 I i/ A /1 A I A 11 Ir. r- -r Phase 2 Erosion Control Sequence of Construction: THE FOLLOWING OUTLINES THE GENERAL CONSTRUCTION SEQUENCE THAT WILL BE EMPLOYED DURING THE SITE CONSTRUCTION PHASE. UPON COMPLETION OF DEMOLITION ACTIVITIES, COMMENCE ROUGH GRADING OPERATIONS. STORM SEWER, Soil Legend Legend 27B - ELIOAK LOAM, 2 -7 PERCENT SLOPES 27C - ELIOAK LOAM, 7 -15 PERCENT SLOPES -- -- PHASE 1 TEMPORARY SEDIMENT TRAP, BASIN, AND DIVERSIONS TO REMAIN AS SHOWN ON PLANS. 2. PROCEED WITH THE INSTALLATION OF UNDERGROUND UTILITIES INCLUDING WATER, SEWER, AND STORM PIPE. 3. INSTALL DRAINAGE STRUCTURES WITH INLET PROTECTION. PLAN ASSUMES ALL RUNOFF TO INLETS IS DRAINED ° O o 0 0 0 0 TO SEDIMENT BASIN AND TRAP THROUGH STORM SEWER. CONSTRUCTION ENTRANCE 4. PLACE COMPACTED FILL AS REQUIRED TO ROUGH GRADE DRIVES AND PARKING AREAS TO SUBGRADE. 5, INSTALL UNDERGROUND UTILITIES AND EXTERIOR LIGHTING WIRING /CONDUIT. AND 6. FINE GRADE DRIVES AND PARKING AREAS. TEMPORARY DIVERSION DIKE 7. COMPACT SUBGRADE, PLACE AGGREGATE BASE AND SUBBASE. ROCK CHECK DAMS 8. INSTALL CURB AND GUTTER, AND CONCRETE PAVING. TEMPORARY SLOPE DRAINS 9. INSTALL ASPHALT PAVING. SILT FENCE 10. TOPSOIL, SEED AND MULCH DISTURBED AREAS. TREE PROTECTION FENCING 11. INSTALL LANDSCAPING AND LIGHT POLES. CULVERT INLET PROTECTION 12. INSTALL PAVEMENT MARKING AND SIGNS. STORM DRAIN INLET PROTECTION 13. CLEAN UP. SEDIMENT TRAP 14. REMOVE REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AFTER FINAL SITE TEMPORARY SEEDING STABILIZATION AND UPON APPROVAL OF ENVIRONMENTAL INSPECTOR. SPERMANENT Soil Legend Legend 27B - ELIOAK LOAM, 2 -7 PERCENT SLOPES 27C - ELIOAK LOAM, 7 -15 PERCENT SLOPES -- -- PRELIMINARY LIMITS OF WORK • • • NATURAL DRAINAGE DIVIDE r-yYlrlr'� LIMITS OF CLEARING ° O o 0 0 0 0 CE CONSTRUCTION ENTRANCE BEM ORAMATTIN ON BLANKETS AND P. DV TEMPORARY DIVERSION DIKE -` -0- RCD ROCK CHECK DAMS 00 TSD TEMPORARY SLOPE DRAINS - SF SILT FENCE • TP TREE PROTECTION FENCING ® CIP CULVERT INLET PROTECTION IP STORM DRAIN INLET PROTECTION STEMPORARY SEDIMENT TRAP TS TEMPORARY SEEDING SPERMANENT SEEDING GRA TOP INV �\IN V � ST01 RIM= iINV I INV 20 0 20 40 SCALE IN FEET \ \VARIDATA \PROJECTS \33781,00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD— DA ------------ / [ I [ r / , . '� „� -••.°` ...vq • ••... \ \ \ \,` "`,. \ \ \ \ \ \ \ 1 [ [ \`/\ \\ ` >\ r _- ` / , I / / / .'•'' � r �i w.�-- •'^'._ -- \ \ / 1 f- � , I - .•.._L_ 1 �' /` l .. ' l 1 ! / I I , / • - °, '•-•. \ \\ >\ ` . `Ro \\ 1\ [ � \\ _ ` _ -,_.. '/ 1 I / / / / / / / ° ° > r ' / ' / / / i J .. -- '.. °. _ -_ -`\ 1 _ .- _...- `. i I I / / /' ! / r'• r . I I ! / / l / •- ' i I % t l I ! 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J' /'/ `\ `1 e \ , `• It It It \ t 1 1 It 1 1 \ \ 1 1 4 20 0 20 40 mmmmi SCALE IN FEET ASPHA r� J"_1 \ \VAR I G \ 7 i Ink4 K1 11 -mr I inn AMv\ nAn\ I n\ nl AKior-T\ nnn\ zz-749 onn nT 3 n ll J_ t 9 v F 0 D v V 7 C s T 1 D 1 A A 10 "" e,�• ® 3d ° FLOW ��\ \\ \`�1 FLOW ®® • S 0 4 "' 6„ 1Y2" BITUMINOUS TOP COURSE :. 2Y2" BITUMINOUS DENSE BINDER COURSE do ::. ■�® PRECAST BUMPER OR FACE OF BUILDING O o p o 0 PIPE OUTLET TO FLAT AREA WITH � \ \���f �� \\ .■� .■� °. • `d o oQo, ° o O °Do °o o ° ° ° ° 12" COMPACTED GRAVEL NO DEFINED CHANNEL Plan View �� �\ �/ / `j 1 ,.. IV ... •. . °�° REBAR PER MANUF. N a ° o° o °O o° a o O O o° O ° S °° o °o O o p o ° ° o ° o r_r Section °O o o° 0 0 o Ooo�o° {� L / �• �` :;'. • o EDGE OF PAVEMENT OR FACE OF BUILDING FLOW COMPACTED SUBGRADE — FLOW _ d SEDIMENT —LADEN RUNOFF o Heavy Duty Flexible Pavement Section A -A FILTER CLOTH KEY IN 6 " -9 "; RECOMMENDED FOR ENTIRE PERIMETER DEPTH BELOW TOP OF INLEZ AS MIN. 1'- MAX. 2' . - 3/4" DIA. PIN DOWN HOLES i\l FOR No. 5 REBAR REQUIRED • ,•»J.• A ^ 1I1 -1I1 =1 I1 =1 � , • I 1 =1 I1 -1I I -1 I1= • '. =III SLOPE -III= III -III -. • II- III= III =1 1 =1 11= �,.4 �• ' 1 =1 I I =1 I 1 =1' ` •� 3d° (MIN.) A _ �-. . ;� l= III = III =1 I ;�; , �'� =11I: -I I - '1= III =III =1 • �• =III= ' ' Perspective View -I I1= - „ III -T '•.,>i►+$.�rs' A 1' -6" 3' -0 "' 1' -6 "' 1Y2 "' BITUMINOUS TOP COURSE d ° III - III - III -��'- _ - ., - -III I I I I III - III - III - I I- III -III -III -I 'III -I I 1- III -I I 1 -' OP E 2:111- :,,<.,- ••,: -,.. : * r :::a >- i 1 "" BITUMINOUS DENSE BINDER COURSE p ° p ° ° Y2 PIPE OUTLET To WELL MAX. III = III =III- III -III =III •• III =III =I II1 =1TI= � III =III III =1I I -III III I I -I 1 =. -I 11 =' Plan View ° O o o p ° o o O O o o 0 DEFINED CHANNEL I —I I — "'- III = III =I I Q III —III- -1 1 -- II III —III- LARGER PARTICLES Y O 0° o° CIO o 0 o a 0 ° ° ° O ° ° 0� ° o ° 12'" COMPACTED GRAVEL Plan View STORM WATER WITH =1T_I a WEEP I I =1 I- LARGER PARTICLES I -II SETTLE OUT HOLES DRIVE OR CUT PIN p o o ° ° O O ° o REMOVED a I�IIIIII FLUSH WITH CONC ° oOgo L IIIIIIII ' DEWATERING tai O °go ° o oo0° II =III =T 6' -0 "' FINISH 00 0 °0 00o II= - PROVIDE TWO o% =1 III I _ -_ _ = - . 5 B S No REBAR d DRAIN INLET - III -I I iii —ni I I I I_I - --r • - rs - CO MPACTED SUBGRADE DE — -III -:.s': 1= -I a — r IIII llI= III =III III -III -III III = III - 11111111111 - Illi ijli SLOPE ' Section A -A �' " "; =1 I Nil I= 111 =1I1 =1I 1= 111 =1I1 =111 I I ITI I I- ' I I— III III III I �gi lGl ,li Standard FILTER CLOTH KEY IN 6 -9 RECOMMENDED FOR ENTIRE PERIMETER — — — III -111 -I =1 ,— I —I III— 1111 I 1 Duty Flexible Pavement Notes: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR Specific Application POLYETHYLENE L� LINE POST AB AC�y 7p i(li Ili' 10• M STS PATH WIRES ��� IPA GROUND LINE Z .� N 8' MAX NMETAL NTIE� C�RE7� FO��TING T °R BRACING F0000 Note: 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING s MIN. PLATES 3.18 -3 AND 3.18 -4. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF Perspective View Perspective View Sloped Side Elevation PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 MAINTENANCE ARE DESIRABLE. Plastic Fence Metal Fence BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. INCHES. Pipe Outlet Conditions 6/08 Excavated Drop Inlet Sediment Trap 6/08 Safety Fence 6/08 Concrete 'Wheelstop 6/08 Bituminous Concrete Pavement Sections 12/11 N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.18 -1 N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.07 -4 N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.01 -1 N.T.S. Source: VHB LD_417 N.T.S. Source: VHB LD_430 1. SET THE STAKES. 2. EXCAVATE A 4' "X 4 "' TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MA 1Y4" MIN. TO 2" MAX. O.D. GALV. POST &RAILS �_ -- 12" H MIN. ON BOTH SIDES OF STAIRS CAP STEEL PIPE POST ROUNDED CONCRETE CAP TYPICAL SIGN W.W. MESH (6x6xW1.4xW1.4) ;n FLAT SHEETS - CENTER DEPTH I CONCRETE FILL FLOW I'i � / � / 4 "" CEMENT CONCRETE III I., III ,, • EXPANSION JOINT ° 2 "DIA. STEEL POST 4„ (PAINT COLOR SELECTED Y2 "R NOSING 6" 12 -- 12" art. 6" DIA. STEEL PIPE FILLED WITH CONCRETE. COLOR SELECTED BY BY ARCHITECT) 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT (MAX.) 3" TREAD io OWNER /ARCHITECT PAINT PRIME AND TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. EXPANSION ° x ' . ° ° 0 ° o o ) 6' JOINT `� FINISH COATS TO BE COMPATIBLE °°Q °° ° ° � o ° ° X000 0 °„ WITH EXTERIOR METAL SURFACES. 0 60 °� / Compacted Soil \ \ ° d.' : ° ° 8 "" COMPACTED GRAVEL �\ \\ \ o �' (1Y2 "' MAX. STONE SIZE) \��� \j /� \j\ ' ° ° 0 0 ti FINISHED GRADE SURFACE TREATMENT VARIES LANDSCAPED AREA FLOW 18" min. I i { r /� /� /, �� COMPACTED 12" °`d *---Flow SUBGRADE / III =III I' SHEET FLOW INSTALLATION 4" CEMENT CONCRETE HILTI ANCHORS tD ° 24'" DIA. CONCRETE ENCASEMENT I � : °. � : ;� (PERSPECTIVE VIEW) I 0-1111112111 d1111 011111 (TYP.) EXPANSION COMPACTED GRAVEL "; \ \; N 16 "" OR 12 "' DIA. CONCRETE SUPPORT FLOW 4.5' min. Notes: JOINT SEALANT j A B A \ 1. PROVIDE BROOM FINISH IN •..� • a DIRECTION PERPENDICULAR TO <° \ .:. - >..:.;: :`:.: <.,.::` ; `\ SIDEWALK, PARALLEL TO STAIR. ° � ° CONCRETE O. • O. SIDEWALK 0 - COMPACTED SUBGRADE 2. CEMENT CONCRETE SHALL BE Y2' PREFORMED THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR I� /� IIIIII 5,000 PSI -TYPE II. EXPANSION JOINT ACCESSIBLE S'�IGNAGE. POINTS A SHOULD BE HIGHER THAN POINT B. 3. WIDTH OF STEPS SHALL BE AS CONC. SIDEWALK THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR INDICATED ON THE PLANS. ACCESSIBLE S'IGNAGE. DRAINAGEWAY INSTALLATION Expansion Joint Detail (FRONT ELEVATION) Construction Of A Silt Fence (Without Wire Support) 6/08 Temporary Diversion Dike 6/08 Concrete Steps and Sidewalk 1/12 Bollard 6/08 Sign Post - Type 'A' 4/12 N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.05 -2 N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.09 -1 N.T.S. Source: VHB LD -766 N.T.S. Source: VHB LD_700 N.T.S. Source: VHB LD_7- 2 X 4" WOOD FRAME -� WITH GRATE 4" CEMENT CONCRETE 1.5' MAX. FRAME l PROVIDE FENCE WHERE WALL HEIGHT EXCEEDS 4 FEET (6" THICK IN VEHICULAR AREAS) NOTE: �. �� —�- CONCRETE FOR SIDEWALKS BE VARIES 4000 PSI AND FOR DRIVE YS 5000 PSI. BOTH MIXES T BE TYPE 3�1v1 IN. �`7 CAP 1 II, 6% (1.5t) AIR ENT NED. __1 GATHER ATCCORNERS IMPERVIOUS FILL MIN, 12 "" THICK APPROXIMATE CURB VARIES FINISH 6" REVEAL 1 5% MAX.) GRADE ((MIN.) EXCAVATION LIMIT- 1.0% FINISH °' / \ / /\/jam / /� / / \7 >17jai PAVEMENT--\ p " :4 a Perspective Views ° . o ° Q * GRAVEL FILTER 12" RUNOFF WATER 'MIRE MESH STAKE MODULAR CONCRETE GEOSYNTHETIC FACING UNITS REINFORCEMENT COLD PLANE PROP. BIT. CONC. ..: 'o:.::.::: 0 0 O o Q 4 a0 O 4 FILTERED WATER ;.a FABRI - (�1 GRAVEL MEET EXISTING PAVEMENT TRANSITION AREA PAVEMENT OVERLAY SAWCUT EDGE QCp CSC \ �\ O O.� \ \�� / ADE ' CLEAN AND TACK COAT OVERLAY THICKNESS 8 "' COMPACTED GRAVEL ° `� • ' I MIN. EXISTING PRIOR TO OVERLAY PER PLAN . •�' ° _ �IIIIII :1" I I n I I I,�,m, a ,,I1 ,I1 ,,L„� ,u, ,II PAVEMENT (1Y2" MAX STONE SIZE) Section EXPANSION JOINT III I — Q. \� 'k UNDERDRAIN - SEALANT a . SEDIMENT ° •. " CONCRETE GUTTER 12" - - . _. I I Elevation Of Stake And v Fabric Orientation Detail A (SLOPE TO DRAIN) LEVELING PAD EXISTING PAVED COLD PLANE SURFACE Y2" Notes: CURB INLET COMPACTED VARIES: 1. PROVIDE EXPANSION INTS CONCRETE SUBGRADE 12' STREETS & ROADS AT MIN. 30 FT. 0. WITH SIDEWALK • Specific Application Specific Application 6' DRIVEWAYS 6' PARKING AREAS PRE- FORMED JO FILLER. < ; Y2" PREFORMED Note: 2. PROVIDE TOOL CONTROL EXPANSION JOINT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE _ JOINTS AT 6' C. BLDG. FACE, THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. FIXED OBJECT, 3• PROVIDE OOM FINISH IN OR CONC. SIDEWALK SECTION WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BY WALL MANUFACTURER BASED ON DIRECTI PERPENDICULAR TO AREAS. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS GEOTECHNICAL ENGINEERS RECOMMENDATIONS. CURB. Ex Joint De '1 IN STREET OR HIGHWAY MEDIANS. pans * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. N I Gravel Curb Inlet Sediment Filter 6/08 I Silt Fence Drop Inlet Protection 6/08 Modular Retaining Wall 6/08 Pavement Overlay Transition Section I C ncrete Sidewalk 6/08 11 N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.07 -6 N.T.S. Source: Virginia Erosion And Sediment Control Handbook Plate 3.07 -1 N.T.S. Source: VHB LD_750 N.T.S. Source: VHB LD -435 j4,T. S. Source: VHB LD -4 3 n ll J_ t 9 v F 0 D v V 7 C s T 1 D 1 \ \VARIDATA \PROJECTS \33781.00 HBM NORTHSIDE LIBRARY \CAD \LD \PLANSET \POD \33781 POD -DT EXPANSION JOINT - EXPANSION L DI-3D, 3E. 3F JOINT GALVANIZED PLATE FOR TYPE A TO BE BENT ON 2" BACK OF SIDEWALK-/ ° w AN A� LE OF 68° 30' AND fS TO BE ANCHORED w o WITH " X 4" STUD SHEAR CONNECTORS QO BARS C p Z WEL TO BENT PLATE AT 2 "'C-C. BARS G o w TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 B S G FOR DETAILS OF INLET a AND CG 7 ST'D. FRAME & COVER SEE rr Y TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 01 STANDARD IC-2. o o I B BARS F �6 "}6�"}�6" BARS B c 3 AND CG-6 ST'D. _ 1 1 1( u w L2 11X2%i'XI/4" AIRS H „°-1 6 „XI /q„ Ij /q" GALVANIZED w o o' o BENT PLATE I� 8 J 6�1 J-R N BAR F BAR A CRACK 41/ CONTROL �i- FACE OF CURB JOINT TYPE A TYPE B CRACK CONTROL JOINT GUTTER %2" X 4" STUD SHEAR 2' -0" CONNECTOR WELDED TO 6' MIN. PLAN 6' MIN. ANGLE IRON AT 2' C-C. 10' MAX' 10' MAX. NOSE DETAILS L- VARIABLE -MAX. 20' „ 2'-0" 8' 2' -6" 8" 8., 3' -0" APPR. PAVEMENT A WARPED PAVEMENT ?' 1„ B ---- - - - - -- SG I - -- y - - BAR F BAR E B N 3" DIAMETER 2' -10" APPROACH GUTTER SEE NOTE 8. KEYED CONSTR. JOINT BARS 2 WARPED GUTTER DETAIL WHEN USED .ti ADJACENT TO CURB - - BARS e WITHOUT GUTTER A 8,1: 71 DT. JT. BARS C &H BARS A CONS APPROACH GUTTER FRONT ELEVATION°° BARS F AR c BARS D (GUTTER REMOVED) of iv BARS E WARPED GUTTER uD 3' -0" BAR - F SUBBASE SECTION B -B 2 BARS ., - - HARDWARE CLOTH DI-3D� DI -3E DI -3F = N�yy DIAMETER o L L STEPS SEE SEE NOTE 8. NOTE 5. I ° I x I x l I SLOW x FLOW Is�t 8„ 5,_0„ -118" FOR USE IN SAGS 6' -4" BOTH IDES TO BE -0 0 FOR USE ON GRADES] H °v° SYMMETRICAL SECTION A -A SPECIFICATION STANDARD CURB DROP INLET (WITH UTILITY SPACE) �VDOT REFERENCE ROAD AND BRIDGE STANDARDS 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 81 REVISION DATE I SHEET 1 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.12 Standard Curb Drop Inlet (VDOT DI -3F) N.T.S. Source: Virginia Road and Bridge Standards 104.12 SEE DRAINAGE PLANS FOR RIM ELEV. CAST IRON GRATE STANDARD CATCH BASIN END - SEE DRAINAGE PLANS CAP W FOR OUTLET PIPE SIZE, PRECAST CONCRETE BASIN > LOCATION, AND INVERT ELEVATIONS Profile d En CAST IRON FRAME SYSTEM N I ANCHOR TO CONCRETE HEAVY DUTY, GRATE-----\ 4" DIA, SURFACE TREATMENT 12" VARIES 0I -3A, 36, 3C ,,,,.,T 4 • r- r r • . r . ° 11/10 r f g o °O � ° ° 6'; r ;�_ BACK OF SIDEWALK EXPANSION JOINT N.T.S. Source: VHB ° 6 ° p ° ° g BARS A -1 Q C 5" C -C ° �°O ° �°� ° AS NECESSARY wwwwwwwwwwwwwwwwwwwwwwwwwwwr 11 • • 4 CO � ° O ° v °°° c`l� °8°� � II . °° °P° g 0 OD 0 06 � qO pO ° BASED ON MANUFACTURING REQT .) C AVAILABLE: 4" - 30" FOR CORRUGATED HOPE Q °a 4 ° o 8 4 ° ° ° ° 0014 ' N - -� 0 CAST -IN -PLACE g° O� ° 4, ° ° 8 CONCRETE EQUIVALENT. PLACED 20 ft. O,C. FLOW 11 I PVC DWV (EX: SCH 40), PVC C9001C905, ° 0 06 3 11 8 CO ° gO �° ° 9 COMPACTED GRAVEL I, o0 o °o o o0n PROTECTION1 g0 Oqp go 0qo DO ' o OC�o qpO °g OPO og COMPACTED SUBGRADE C D, 0 o �no0 0 0�NV' Dg °cm o V o �on� 0 00 MIN. %\io DISSIPATER Section A -A W MIN. DISTANCE VARIES SEE DRAINAGE PLANS CATCHBASIN PLAN VIEW lo' MAX, UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 • 8" • 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 U Notes Il TRENCH DRAIN 2 - F& 10' DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE , OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. A 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN �. (TYP). 1. TRENCH DRAIN SHALL BE HEAVY DUTY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC CB TYPE DESIGNED FOR HS -20 LOADING. 0 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 00000(1�00000�0�000000000000�00 BUFORD, GA 30518 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N- 121HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 3 -25.10 PHN (770) 932.2443 { FAX (770) 932.2490 NyIO IaS N -12 HP, & PVC SEWER (4" -24'). TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNAME l � .nyloplast -usxom 5- ADAPTERS CAN BE MOUNTED ONANY ANGLE 0' TO 360 ". TO DETERMINE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. CONTAINED HEREIN, OR MANUFACTURE OF ANY 2. CONCRETE SHALL BE 5000 PSI CEMENT DRAIN BASIN WITH DOME GRATE 6 - 8" -30' DOME GRATES HAVE NO LOAD RATING. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS U QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. cmn NYL a ST DWG SIZE A I SCALE L40 SHEET 1 OF 1 DWG NO. 7001.110397 REV B 100000000 CONCRETE ( TYPE II ) ( ) 6% 1.5% AIR A ENTRAINED. 3. TRENCH DRAIN GRATE SHALL MEET Plan I- - AMERICANS WITH DISABILITY ACT (ADA) DIA. REGULATIONS. VARIES 0I -3A, 36, 3C ,,,,.,T °0I o II I) L 1-BAR F BAR A NOTE iv II II BARS D FACE OF CURB 5�A CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 8 2 -8 h 6'MIN. PLAN SECTION A -A �• �A 1'MIN. 0 MAX' �-• KEYED CONST. JOINT L- VARIABLE -MAX. 20' T-10 !' 2" WARPED GUTTER 2`0" B 3' O" 2„ APPROACH 8" 2' -6" 8" �+ BARS A GUTTER - - - -T- - - J i BARS F BARS E Ly_B v 1 3><3" DIAMETER • ° BARS E - _ - WEEP HOLE FRONT ELEVATION BARS F BARS B AAA�� (GUTTER REMOVED) �µI11�/4„ 3'•0" 8 5X1 /q" BENT PLATE II \ SECTION B-B a: TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG-7 STANDARDS. v 1/4 R L2 %i'X21 /2 "X1 /4" TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A TYP GALVANIZED TYPE B 1 /i' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH I /2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C. 2" APPR.PAVEMENT DI -3A � DI -36 L DI -3C L WARPED PAVEMENT x I x ( FLOW FLOW I FLOW � ° 1' -0" 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30° PIPE., MAXIMUM DEPTH (H) - 8' 233 104.09 OS /10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Standard Curb Drop Inlet (VDOT D1-3B & DI -3C) N.T.S. Source: Virginia Road and Bridge Standards Notes• 24"" DIA. 1 1. ALL SECTIONS SHALL • BE DESIGNED ACCESS FOR HS -20 LOADING. DIAMETER OF z STRUCTURES SHALL BE COORDINATED ° ` WITH PIPE CONFIGURATIONS- ( i 48 " DIA. (MIN.) �i I 2. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12 " O.C. FOR THE FULL Alternate Top Slab DEPTH OF THE STRUCTURE. 3. PROVIDE OPENINGS FOR PIPES WITH 2 " MAX. CLEARANCE TO OUTSIDE OF PIPE. FINISH MORTAR ALL PIPE CONNECTIONS. GRADE- 8" 24" DIA. 1 8", F_ ACCESS 7-7 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED SEE NOTE 5. BUTYL RUBBER. 5. DRAIN MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. z ADJUST TO GRADE WITH CLAY BRICK 0� zQ AND MORTAR (2 BRICK COURSES Zw w� TYPICALLY, 5 BRICK COURSES wcf) _j CL STEPS, SEE ° MAXIMUM) wz w0 NOTE 2. 00 N -SEE NOTE 4. V) p wc� wo SHELF TO BE CONCRETE FORMED 48 "" DIA. MIN. AT A SLOPE OF 1" PER FOOT. NF 0!: CL � Q c OUTLET DIA. z VARIES 02 J w _ _ DIA. ON VARIES ZLZ - - - - -- SEE NOTE 3. 12" (TYP. ) CEMENT CONCRETE INVERT COMPACTED GRAVEL COMPACTED SUBGRADE DI-2A, 2B, 2C • • r- r r • . r . • • 11/10 r f SIDEWALK. SEE NOTE 15 EXPANSION JOINT r ;�_ BACK OF SIDEWALK EXPANSION JOINT N.T.S. Source: VHB LD -504 p BARS A -1 Q C 5" C -C / AS NECESSARY wwwwwwwwwwwwwwwwwwwwwwwwwwwr 11 • • rrrrrrrrrrrrrrrrrrrrrrrrrrr■ - SLOPE 50 HAT7 ---- II ■ t�����r ■ ■����w�����t�����t���wl www���; ■wwwrwwwwrwwwwwwwwrwr �� =j1� _- _ °0I o II I) L 1-BAR F BAR A NOTE iv II II BARS D FACE OF CURB 5�A CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 8 2 -8 h 6'MIN. PLAN SECTION A -A �• �A 1'MIN. 0 MAX' �-• KEYED CONST. JOINT L- VARIABLE -MAX. 20' T-10 !' 2" WARPED GUTTER 2`0" B 3' O" 2„ APPROACH 8" 2' -6" 8" �+ BARS A GUTTER - - - -T- - - J i BARS F BARS E Ly_B v 1 3><3" DIAMETER • ° BARS E - _ - WEEP HOLE FRONT ELEVATION BARS F BARS B AAA�� (GUTTER REMOVED) �µI11�/4„ 3'•0" 8 5X1 /q" BENT PLATE II \ SECTION B-B a: TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG-7 STANDARDS. v 1/4 R L2 %i'X21 /2 "X1 /4" TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A TYP GALVANIZED TYPE B 1 /i' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH I /2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C. 2" APPR.PAVEMENT DI -3A � DI -36 L DI -3C L WARPED PAVEMENT x I x ( FLOW FLOW I FLOW � ° 1' -0" 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30° PIPE., MAXIMUM DEPTH (H) - 8' 233 104.09 OS /10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Standard Curb Drop Inlet (VDOT D1-3B & DI -3C) N.T.S. Source: Virginia Road and Bridge Standards Notes• 24"" DIA. 1 1. ALL SECTIONS SHALL • BE DESIGNED ACCESS FOR HS -20 LOADING. DIAMETER OF z STRUCTURES SHALL BE COORDINATED ° ` WITH PIPE CONFIGURATIONS- ( i 48 " DIA. (MIN.) �i I 2. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12 " O.C. FOR THE FULL Alternate Top Slab DEPTH OF THE STRUCTURE. 3. PROVIDE OPENINGS FOR PIPES WITH 2 " MAX. CLEARANCE TO OUTSIDE OF PIPE. FINISH MORTAR ALL PIPE CONNECTIONS. GRADE- 8" 24" DIA. 1 8", F_ ACCESS 7-7 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED SEE NOTE 5. BUTYL RUBBER. 5. DRAIN MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. z ADJUST TO GRADE WITH CLAY BRICK 0� zQ AND MORTAR (2 BRICK COURSES Zw w� TYPICALLY, 5 BRICK COURSES wcf) _j CL STEPS, SEE ° MAXIMUM) wz w0 NOTE 2. 00 N -SEE NOTE 4. V) p wc� wo SHELF TO BE CONCRETE FORMED 48 "" DIA. MIN. AT A SLOPE OF 1" PER FOOT. NF 0!: CL � Q c OUTLET DIA. z VARIES 02 J w _ _ DIA. ON VARIES ZLZ - - - - -- SEE NOTE 3. 12" (TYP. ) CEMENT CONCRETE INVERT COMPACTED GRAVEL COMPACTED SUBGRADE DI-2A, 2B, 2C s Drain Manhole (DMH) 4/11 EXISTING OR PROPOSED (3) VARIABLE SUMP DEPTH Accessible Curb Ramp (ACR) Type 'E' 11/10 TE SIDEWALK. SEE NOTE 15 EXPANSION JOINT L D -115 BACK OF SIDEWALK EXPANSION JOINT N.T.S. Source: VHB LD -504 p BARS A -1 Q C 5" C -C / AS NECESSARY I / I 11 ( MIN. 8' - " MIN. ON (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS - SLOPE 50 HAT7 ---- II 11 T I SIDE 4" MIN ON 8' - 24" BASED ON MANUFACTURING REQT .) C AVAILABLE: 4" - 30" FOR CORRUGATED HOPE Q = o (I>AX 6" MIN ON 30" _41- ' N - N OO FACE OF CURB SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), EQUIVALENT. PLACED 20 ft. O,C. FLOW 11 a PVC DWV (EX: SCH 40), PVC C9001C905, 3 11 CRACK CONTROL JOIN CORRUGATED & RIBBED PVC It I, PROTECTION1 , I 2' -0" 8' 2`2"J81 THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER C II 6' MIN. T -6" DISSIPATER tl W MIN. 10'MAX. Lr- A PLAN VIEW lo' MAX, 8 BV.IL.2;GX2 %2 "X' /;' (�-E 3' -6" GALV. MC6X12 3' -2" 8" 2' -2" 8" BARS A -1 a 101, C -c D _ D BARS B VIEI.DED o M a 10" C -C %WE TYPICAL BARS C 0 8" C -C cc BARS A -- E a 10" C -C Ly., SECTION B -B COLLAR 2' -7" 1' -4" 2' -0" _ N BARS A I L 2 %i F "X2 %i "XI /4" o GAN SLOPE O APPROACH iv to SURFACE GALV. C6X12 In CN1i >• _ GALVANIZED MC 6 X 12 I -} 1 � P Q WARPED SECTION D -D > c BARS E SURFACE I a 6" C -C BEFORE 1 -9 I 2" GALV. DIAMETER B I� B a 6S W EEP HOLE BARS E C -1 GALV. WELD ALL W SEE NOTE 8 _ MC6X12 %i' X 4" STUD SHEAR SECTION C -C CONNECTOR ODECREASE TO 1" FRONT ELEVATION TO COLLAR. WHEN INLET IS USED SECTION E -E DI -2A DI -28 WITH MEDIANS. WARPED GUTTER BARS A -1 APPROACH GUTTER a - 7" 1" //'' I N WEEPHOLE 1/ " 1 q L 22�rM II "X1 /4" I I I 'FLOW + c4 o BARS A -1 r SEE NOTE 8 BENT PLATES �� SLOPE OF t ° �- °' a I oAR0' C -C • APPROACH aw i xr BARS - - SURFACE FOR USE ON GRADES w BARS C a I 'I I X4" STUpp N V) �iEAR ON /4 DI-2C L v BARS F-/'.. 8S C C o OWED, TO ANGL I OWED, 2'C -C I TYPE A SURFACE TYPE B L__-I I _J u0 FLOW I r FLOW "' 'STEPS 5 NOSE DETAILS 2' -3" TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. '-7" TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. FOR USE IN SAGS OFL68.30' AND AISETOOBE ANCHOR D WITH E %7'X4' STUD ANGLE BOTH SIDES TO BE SYMMETRICAL SECTION A-A SHEAR CONNECTORS WELDED TO BENT PLAN AT 2' C -C. FOR STEP DETAILS SEE STD. ST-1. lVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 91 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Standard Curb Drop Inlet (VDOT DI -2B) 104.09 N.T.S. Source: VDOT Road and Bridge Standards 1_�", Y4 " LIP MAX. SEE NOTE 9. Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5" x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE SET FLUSH. `� 1 i 104.03 NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. Ofl MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0'-360* ACCORDING TO PLANS ACCORDING TO RECOMMENDATION AVAILABLE ( (MIN. MANUFACTURING PLANS /rAKE OFF) REQ. SAME AS MIN. SUMP) s Drain Manhole (DMH) 4/11 Accessible Curb Ramp (ACR) Type 'D' (3) VARIABLE SUMP DEPTH Accessible Curb Ramp (ACR) Type 'E' 11/10 TE LD_190 -B N.T.S. Source: VHB L D -115 EDGg► -E�RG� ACCORDING TO PLANS N.T.S. Source: VHB LD -504 5U0P 010- 1_�", Y4 " LIP MAX. SEE NOTE 9. Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5" x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE SET FLUSH. `� 1 i 104.03 NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. Ofl MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0'-360* ACCORDING TO PLANS ACCORDING TO RECOMMENDATION AVAILABLE ( (MIN. MANUFACTURING PLANS /rAKE OFF) REQ. SAME AS MIN. SUMP) DGE0 F9001E E 516 1.5% (MAX.) PGGES 1.0% (MIN.) I 'D�VJP�I� ( 5 4' (MIN.) 4" (MIN.) �e RAMP 4' MIN. Y4 LIP MAX. Notes: 1. THE MAXIMUM. ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.57.. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE, 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET, 9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. Trench Drain (Truck Dock) 4/11 Drain Manhole (DMH) 4/11 Accessible Curb Ramp (ACR) Type 'D' (3) VARIABLE SUMP DEPTH Accessible Curb Ramp (ACR) Type 'E' 11/10 N.T.S. Source; VHB LD_190 -B N.T.S. Source: VHB L D -115 N.T.S. Source; VHB ACCORDING TO PLANS N.T.S. Source: VHB LD -504 STONE WEIR REBUILD / AS NECESSARY I / I 11 ( MIN. 8' - " MIN. ON (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS - SLOPE 50 HAT7 ---- II 11 T I SIDE 4" MIN ON 8' - 24" BASED ON MANUFACTURING REQT .) C AVAILABLE: 4" - 30" FOR CORRUGATED HOPE SLOPES (I>AX 6" MIN ON 30" _41- (ADS N- 121HANCOR DUAL WALL, ADSIHANCOR - 4 "-6• PERFORATED PVC PIPE SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), EQUIVALENT. PLACED 20 ft. O,C. 11 a PVC DWV (EX: SCH 40), PVC C9001C905, 3 11 CORRUGATED & RIBBED PVC It I, WATERTIGHT JOINT PROTECTION1 , I I I THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HOPE SHOWN) II II \ REBEDDING AS DISSIPATER tl 8" -30" I MATERIAL DEFINED IN ASTM D2321. & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 • 8" • 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 U GRADE 70. 50-05. Il 2 - F& 10' DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE , OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. CLEAN -0UT 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN �. (TYP). DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONAAVE RESTRICTIONS. SEE DRAWING NO. 7001-11(-065. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N- 121HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 3 -25.10 PHN (770) 932.2443 { FAX (770) 932.2490 NyIO IaS N -12 HP, & PVC SEWER (4" -24'). TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNAME l � .nyloplast -usxom 5- ADAPTERS CAN BE MOUNTED ONANY ANGLE 0' TO 360 ". TO DETERMINE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 2.25.11 DRAIN BASIN WITH DOME GRATE 6 - 8" -30' DOME GRATES HAVE NO LOAD RATING. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. cmn NYL a ST DWG SIZE A I SCALE L40 SHEET 1 OF 1 DWG NO. 7001.110397 REV B DGE0 F9001E E 516 1.5% (MAX.) PGGES 1.0% (MIN.) I 'D�VJP�I� ( 5 4' (MIN.) 4" (MIN.) �e RAMP 4' MIN. Y4 LIP MAX. Notes: 1. THE MAXIMUM. ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.57.. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE, 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET, 9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. Trench Drain (Truck Dock) 4/11 Drain Manhole (DMH) 4/11 Accessible Curb Ramp (ACR) Type 'D' 11/10 Accessible Curb Ramp (ACR) Type 'E' 11/10 N.T.S. Source; VHB LD_190 -B N.T.S. Source: VHB L D -115 N.T.S. Source; VHB LD -503 N.T.S. Source: VHB LD -504 f ! I F I JJ r1 - - 6' PERFORATED SCH -1(l PROVIDE CLEAN OUT PVC PIPE OR APPROVED EQUIVALENT PLACED AT 50' INTERVALS AND 20' O,C, @ 1% SLOPE (MIN) AT END OF PERFORATED TO DI OR STORM DRAIN PIPES .PLAN STONE PROTECTION 0 INLETS 4" BELON!r. PAVEMENT TO PREVENT �- ,CLOGGING PAVEMENT � - -�- CLEAy -Out 6" to V 50D TURF W /WATERTIGHT SEE NOTE 1 CAP. (TYP) - I BIOFILTERMIXPER l '�- STATE STANDARDS I -., 4 t. \5 4" DEEP PEAGRAVEL FILTER LAYER' " ' (MIN) 'v�iries -- UNDERDRAIN GRAVEL--/ 6" NON - PERFORATED (AASHTO M143, l!2 " -1 ") PVC PIPE @ It% 6'PERE140PVC SLOPE(M1N) SCHEUULE40 PVC PIPE OR EQUIVALENT @ 1% SLOPE (MIN) TO CROSS SECTION 01 OR STORM DRAIN PROVIDE ACROSS ENTIRE WIDTH @l 20 (t O,C. NOTES: 1, THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT. TO THE BOTTOM OF THE SIORETENTON AREA 'MUST BE EVALUATED ON AN-INDIVIDUAL PROJECT BASIS. 2; THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED SO FEET. BIO- FILTER N.T.S. Source: OUTLEr 6' NON-PE RFOWi[EU Combination 6" PROTECTION PVC PIPE `TO LARGEFLOW Source: VHB OVERFLOW DAYLIGHT -- - CURB BYBASS PAVEMENT STONE PRdTECTION.TO BlOF1LTER(TYR) STONE WEIR REBUILD / AS NECESSARY I / I PAVEMEN v BERM - SLOPE 50 HAT7 ---- II f ! I F I JJ r1 - - 6' PERFORATED SCH -1(l PROVIDE CLEAN OUT PVC PIPE OR APPROVED EQUIVALENT PLACED AT 50' INTERVALS AND 20' O,C, @ 1% SLOPE (MIN) AT END OF PERFORATED TO DI OR STORM DRAIN PIPES .PLAN STONE PROTECTION 0 INLETS 4" BELON!r. PAVEMENT TO PREVENT �- ,CLOGGING PAVEMENT � - -�- CLEAy -Out 6" to V 50D TURF W /WATERTIGHT SEE NOTE 1 CAP. (TYP) - I BIOFILTERMIXPER l '�- STATE STANDARDS I -., 4 t. \5 4" DEEP PEAGRAVEL FILTER LAYER' " ' (MIN) 'v�iries -- UNDERDRAIN GRAVEL--/ 6" NON - PERFORATED (AASHTO M143, l!2 " -1 ") PVC PIPE @ It% 6'PERE140PVC SLOPE(M1N) SCHEUULE40 PVC PIPE OR EQUIVALENT @ 1% SLOPE (MIN) TO CROSS SECTION 01 OR STORM DRAIN PROVIDE ACROSS ENTIRE WIDTH @l 20 (t O,C. NOTES: 1, THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT. TO THE BOTTOM OF THE SIORETENTON AREA 'MUST BE EVALUATED ON AN-INDIVIDUAL PROJECT BASIS. 2; THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED SO FEET. BIO- FILTER N.T.S. Source: TOP OF WEIR SIDR 51LOPE REGRADED BERM TO 311 (MAX) 6-t 10 1 �< BIOFILTER MIX PER J4 's' ✓rfc �`,[ h r;'<�• STATE STANDARDS (MIN) ', r ;� (MIN) UNDERDfjAIN GRAVEL (AASHTO M43, ORIGINAL SILT 1 /2 " -1") WRAPPED TRAP SIDESLOPE. IN FILTER FABRIC ACROSS ENTIIRE WIDTH 5SEDIMENF AFTER FINAL AT 20 FT O,C. STABILIZATION, REPLACE WITH LOAM OR GRANULAR NOTE; PROFILE EARTH FILL. THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED TOP OF BERM SO FEET. CLEAN -OUT 6" to V W /WATERTIGHT 6" CAP I VIEIR 1 5;F W NON- PERFORATED . - PVC PLPE V 1% M1N, SLOPE 21t, O,C, - LOAM OR GRANULAR 6' PERFORATED PVC EARTHFll1 PIPE 9, 1% MIN,- SLOPE CROSS SECTION SILT TRAP RETROFIT TO BIO- FILTER N.T.S. Source: CONCRETE BUMPER 24 " MIN" BIORETENTION SOIL MIXTURE 3" COMPOSTED, DOUBLE -SHREDDED HARDWOOD MULCH GRASS FILTESTRIP (4' MIN., 20' RECOMMEVDED) FLOW I Mi E / 6' 22TY�LCAL DEPTH PAVEMENT 1Y2" CRUSHED STONE DOUBLE WASHED 4" PVC PERFORATED UNDERDRAIN (CONNECT TO DRAIN SYSTEM) Notes: 6 " LOAM AND SEED `- UNCOMPACTED SUBGRADE FILTER FABRIC MIRAFI 140N 1. PLANTED SWALE WIDTH AND PLANTINGS PER LANDSCAPE PLAN. 1. SIDE SLOPES SHALL BE 3:1 MAX. 2% MIN. Planted Biofiltration Swale with Subdrain 6/08 N.T.S. Source: VHB LD_355 Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE (CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. Nyoplast Drain Basin with Dome Grate N.T.S. Source: Nyoplast Structures and Accessories: Drain Basin 7001- 110 -397 NOTE 9• LIP MAX. Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. Accessible Curb Ramp (ACR) Type 'J' 11/10 N.T.S. Source: VHB LD -509 CG -6 I CG -6R A° V lIV VI \LVn IL BASE (TYP.) Notes: URB .R i� 111L_ wv 1 1 VIVI \Jt It IE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED, 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. 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. 4. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. 5. MONOLITHIC CONCRETE CURB AND SIDEWALK TO BE USED WHERE SIDEWALK ABUTS ADJACENT TO CURB. * STANDARD VDOT CG -6 WITH REVERSE GUTTER. Accessible Curb Ramp OUTLEr 6' NON-PE RFOWi[EU Combination 6" PROTECTION PVC PIPE `TO N.T.S. Source: VHB OVERFLOW DAYLIGHT -- - REV 201_03M PROTECTION STONE WEIR REBUILD AS NECESSARY BERM BERM I II 11 T I SIDE 1 SLOPES (I>AX _41- ' - 4 "-6• PERFORATED PVC PIPE SCHEDULE 40 OR APPROVED EQUIVALENT. PLACED 20 ft. O,C. 11 a II 11 jt It I, PROTECTION1 , I I I ENERGY II II DISSIPATER tl I STORM WATER CHANNEL U U Il , CLEAN -0UT �. (TYP). ' TOP OF WEIR SIDR 51LOPE REGRADED BERM TO 311 (MAX) 6-t 10 1 �< BIOFILTER MIX PER J4 's' ✓rfc �`,[ h r;'<�• STATE STANDARDS (MIN) ', r ;� (MIN) UNDERDfjAIN GRAVEL (AASHTO M43, ORIGINAL SILT 1 /2 " -1") WRAPPED TRAP SIDESLOPE. IN FILTER FABRIC ACROSS ENTIIRE WIDTH 5SEDIMENF AFTER FINAL AT 20 FT O,C. STABILIZATION, REPLACE WITH LOAM OR GRANULAR NOTE; PROFILE EARTH FILL. THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED TOP OF BERM SO FEET. CLEAN -OUT 6" to V W /WATERTIGHT 6" CAP I VIEIR 1 5;F W NON- PERFORATED . - PVC PLPE V 1% M1N, SLOPE 21t, O,C, - LOAM OR GRANULAR 6' PERFORATED PVC EARTHFll1 PIPE 9, 1% MIN,- SLOPE CROSS SECTION SILT TRAP RETROFIT TO BIO- FILTER N.T.S. Source: CONCRETE BUMPER 24 " MIN" BIORETENTION SOIL MIXTURE 3" COMPOSTED, DOUBLE -SHREDDED HARDWOOD MULCH GRASS FILTESTRIP (4' MIN., 20' RECOMMEVDED) FLOW I Mi E / 6' 22TY�LCAL DEPTH PAVEMENT 1Y2" CRUSHED STONE DOUBLE WASHED 4" PVC PERFORATED UNDERDRAIN (CONNECT TO DRAIN SYSTEM) Notes: 6 " LOAM AND SEED `- UNCOMPACTED SUBGRADE FILTER FABRIC MIRAFI 140N 1. PLANTED SWALE WIDTH AND PLANTINGS PER LANDSCAPE PLAN. 1. SIDE SLOPES SHALL BE 3:1 MAX. 2% MIN. Planted Biofiltration Swale with Subdrain 6/08 N.T.S. Source: VHB LD_355 Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE (CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. Nyoplast Drain Basin with Dome Grate N.T.S. Source: Nyoplast Structures and Accessories: Drain Basin 7001- 110 -397 NOTE 9• LIP MAX. Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 %. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5 %. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. Accessible Curb Ramp (ACR) Type 'J' 11/10 N.T.S. Source: VHB LD -509 CG -6 I CG -6R A° V lIV VI \LVn IL BASE (TYP.) Notes: URB .R i� 111L_ wv 1 1 VIVI \Jt It IE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED, 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. 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. 4. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. 5. MONOLITHIC CONCRETE CURB AND SIDEWALK TO BE USED WHERE SIDEWALK ABUTS ADJACENT TO CURB. * STANDARD VDOT CG -6 WITH REVERSE GUTTER. Accessible Curb Ramp (ACR) Type 'M' 11/10 Combination 6" Curb & Gutter 5/08 N.T.S. Source: VHB LD_512 N.T.S. Source: VDOT REV 201_03M V 3 u S Z p D U F i D U v a r r c c i "GR "GRI "G R "GR "G R 5 COR NATIVE AND GR "G R County of Albemarle Cunserraltoo Plan Checklist —To be pWvd on l.a h.pe rhots Ilfandbook, pp 111 -281- 111.297 for complelespecifications) 1. h falbw'n emsfhowo un the nlsn: frees to be saved; 4imits o(cJNring(uutsiJe Jripliec ofucesm be SaseJ); lgcalion and �ypc olprotathve fencing; Grade changes royuinnt tree wells or walls; lit Proposed trnmhiug or tunneling beyond the limits ufdcuriny All 1,L to tm saved shall b<.n kcd wili print or ribbon at a height ckarly visible to Nuiputenl uperators. No grading shall Ixgio until thu the mailing has been inspccte l u+d eppro d by a Cowuy h apectur. S. Pre -[abet son fonfen «• Tree prescnation;tiJ "I'.eli0n memurcs shalt be reviewed with the contractor on Ale. 4, F. ui ment an Stnnae: kl<my cyuitnnent, vehicvfar traffic and storage o(cwtsuuctiun materials including Soil dull not be pen fined within the ddplines of rrc s to hu sa d. 3. Soif P.roa)oa and &rorrriwater Detention De �k • Such devi= shall not eJv..Iy atfc.'t trees to 1K sa+ul. t, PM r;$ are not pernhitt tl withiih 190 f,d of the dripline of trees to be sa+xd. 7. M1lale <ials: TtIct' teridls shalt notbeswred within Ito Into(thedoplim of4ccs robe raved, . 8. Prot«th -e f - "Irms t W « wind widsin 10 feel -fa proposed buiWu 6 r grading =Nin MWI W pwwcied by fencing, Teneinl shall be h pldeo and sltnll m iuspea,d arhd app d bj• a COnmy Insp 11.1prtur u, grading cr eonsuuetiuu. 9 Tr Will When the ground lesel hat be ruined x ithin the dripline ofa oce to be sm ed. a tree well siwll be provided and a coneructiun detail sal uai for approval t0 'Fri. W.11, suben tr 6 J f c I roust be laeaed ssitwr. thelipline a ate w be wrcd; u tree w:ull shall beprovidcd, and u cnn.uuciiun dewt sutnniucJ for ap, It 'n• dT eina. When des h It -rcyu d:w Windrctm tsu C ievruhg, tshdl bE drnhc as (ar awajf t wlksu(ue<s as lrossible. Iwmeling undera lap, uee shalt of cwssiden••d as an d,em:nive nlron it is unlfchpated tut necessan a;whmgwi1, Jcsuuy teedcrrwts. ' l 11, CI Pmt •eli+e Cetwing shrill be the lag items renwsed Juring the Gnat'Ie.up. Tre <s: lymndecd trees shall Mi ucwcd iunnediAtely by pruning kttliration ur utscr metiads nmmmandul by a uwapeeidis6. NOTE: 17lg 7FIE DEVELOPER'S RESNUNSIBfLff 1 "fU CONFER WITH TILE CONTRACTOR ON TREE CONSERVATION REQUIREM1IENIS. OWNER SIGMILRE - �n4/d y(. L.•(t�r ate; P/'qj M r. (ur% rE) CONlIb1CT PURC"ASER SIGNA'IURE (DATE) .511,06 Page I W I Landscape Calculations Landscape Canopy Calculations Existing Canopy to Be Retained - Project Area 3.1140 ac Total Canopy Coverage Required (10% Area) 0.31 ac Canopy Coverage Proposed: 0.56 ac Additional Reuuirements 5% of Parking Area: Paved Parking and Vehicular Circulation Areas: 63,896 sf Required Landscape (5%): 3,195 sf Proposed Landscape: 9,027 sf Parking Lot Trees: Total Spaces = 82 Required = 8 Provided = 26 (within parking lot islands) ARB: Frontage = 190' Required Trees = 5 (190/40) Provided Trees = 5 + additional plants and site elements Notes: 1) "All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant." 2) "Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated" 3) "Trees are not permitted in the ACSA easement" 0 ;TION �i z O F_ U D z O U ry O LL O z Landscape Architect waterstreet= Studio III third tlr -pl sa chzr 101, C 5 v i t ic, va 22902 t 42 4. 295.11 I7'1 REVISIONS: Dec 18, 2013 COUNTY COMMENTS Jan 15, 2014 BIDDING Feb 3, 2014 COUNTY COMMENTS March 4, 2014 COUNTY COMMENTS GENERAL PLANT SCHEDULE O d') N AND CANOPY VALUES W J ISYMBOL SCIENTIFIC NAME COMMONNAME • TY. SIZE SF/PLANT SF TOTAL Q w m Q {�to � W Q O ry O L0 0 ti Acer rubrum Red Sunset Red Maple 14 2.5 cal 452 6328 'Heritage' Betula nigra River Birch 5 10' ht 397 1985 0 Carpinus caroliniana American Hornbeam 12 2" cal 129 1548 OCornus florida 'Appalachian Spring" Dogwood 5 3.5" cal 124 620 "Columbia" Platanus x acerifolia London Planetree 21 2.5" cal 368 7728 pp n Buxus 'Green Velvet' Green Velvet Boxwood 46 2 1/2' ht 0 0 Cornus sericea 'Cardinal' Red Twig Dogwood 41 30" ht 72 2952 Itea virginica'Henry's Garnet' Sweetspire 36 1 -1 1/2' ht 64 2304 Thuja occidentalis Eastern Arborvitae 63 4 -5' ht 10 630 Viburnum dentatum 'Blue Muffin' Arrowwood Viburnum 22 1 -1 1/2' ht 31 682 Required Canopy (sq ft) 13564 Proposed Canopy (sq ft) 24,777 0 ;TION �i z O F_ U D z O U ry O LL O z Landscape Architect waterstreet= Studio III third tlr -pl sa chzr 101, C 5 v i t ic, va 22902 t 42 4. 295.11 I7'1 REVISIONS: Dec 18, 2013 COUNTY COMMENTS Jan 15, 2014 BIDDING Feb 3, 2014 COUNTY COMMENTS March 4, 2014 COUNTY COMMENTS DATE: 11/18/13 PROJECT NO: 13016 SCALE: 1"=20' LANDSCAPE PLAN M N to N L v Q N L 0 m =u N O S T m T a r° O u O d') N N Q W J J z o O U W �- O ry w C)� _17 U Q w m Q {�to � W Q O ry O L0 0 ti Z DATE: 11/18/13 PROJECT NO: 13016 SCALE: 1"=20' LANDSCAPE PLAN M N to N L v Q N L 0 m =u N O S T m T a r° O u I I00 0 x OO x G x / o• c O x O• O 00 x x OO x x OO x x OO x x 00 x x OO x x 00 OO x x 0. x x x 0• O o41 Cu D � � p O � n A 00 � 00 � �0 t0 x X x x x .00 0 — �0----- - -� — X - -- - - -0• - - -- -- -0 - - -0 -O- Q -- x----- -x - - -- 'E - -- I 0• x x X x -- �. L• � x x L. C�• c'• c'• c' O O c' — 0- -- O X x x x X I x I c I I I I I I I I x 1 I I I' t I I I r Y I T-' 1 V • I _ I I T �a-1-f � • O I -;s 7 a��.l I 9. y , I O XX X x s• � ;I'lu' '� x x it A9 C •X x _� x x 191•1 c� � x x x X CW C1 ` 1 1 1R.J X x x X X x y� , I h F txl X x xr 92 � 1 •.� r'f• O�� I �.{� I- 11h I t• x 1: I F ,7 Q z i'c1_ i T l x x x I .\ G U O \ O � well r O O I G TYPE QUANTITY MOUNTING MANUFACTURER CATALOG NUMBER ♦ i' LED LUMENS FINISH TILT REMARKS x J -- ' o, ' , • / _: , e Dec 18, 2013 rte► .� 1 i ?, r ♦ / GARDCO r--' -20OW LED ARRAY Feb 3, 2014 BRONZE PAINT (BRP) 0 FULL CUT OFF. DARK BRONZE FINISH. B �*�CCmI 18' POLE GARDCO GL18 2 3 2001a CW UNIV -- -20OW LED 190 13042 �♦ gr,. IW 0 FULL CUT OFF. DARK BRONZE FINISH. O POLE: SSS 18 4 11 1 -- ARRAY w M J J_ C 3 18' POLE GARDCO GL18 1 4 200LA CW UNIV -- -20OW LED 190 12942 BRONZE PAINT (BRP) 0 FULL CUT OFF. DARK BRONZE FINISH. U Q w I x I c I I I I I I I I x 1 I I I' t I I I r Y I T-' 1 V • I _ I I T �a-1-f � • O I -;s 7 a��.l I 9. y , I O XX X x s• � ;I'lu' '� x x it A9 C •X x _� x x 191•1 c� � x x x X CW C1 ` 1 1 1R.J X x x X X x y� , I h F txl X x xr 92 � 1 •.� r'f• O�� I �.{� I- 11h I t• x 1: I F ,7 Q z i'c1_ i T l x x x I .\ G U O \ O � well r O O I G TYPE QUANTITY MOUNTING MANUFACTURER CATALOG NUMBER LAMPS INPUT WATTS LED LUMENS FINISH TILT REMARKS x J x waterstreetsti-idIC) x 188 7,996 Dec 18, 2013 COUNTY A 6 18' POLE GARDCO GL18 BLC 200LA CW UNIV -- POLE: SSS 18 4 11 1 -20OW LED ARRAY Feb 3, 2014 BRONZE PAINT (BRP) 0 FULL CUT OFF. DARK BRONZE FINISH. B 3 18' POLE GARDCO GL18 2 3 2001a CW UNIV -- -20OW LED 190 13042 BRONZE PAINT (BRP) 0 FULL CUT OFF. DARK BRONZE FINISH. O POLE: SSS 18 4 11 1 -- ARRAY w M J J_ C 3 18' POLE GARDCO GL18 1 4 200LA CW UNIV -- -20OW LED 190 12942 BRONZE PAINT (BRP) 0 FULL CUT OFF. DARK BRONZE FINISH. U Q w ~ CO m Q POLE: SSS 18 4 11 1 ARRAY Q o 0 D 18 SEE DETAIL HESS CN 900 -360 CFL LED 18 505 SILVER GREY (SG) 0 4000k E 4 SEE DETAIL HESS RVG 220 LED 39 859 STAINLESS STEEL 0 4000k, 38° beam, uptight Notes: A. PROVIDE 24" CONCRETE POLE BASE FOR GARDCO FIXTURES AS SHOWN ON DETAIL ON DRAWINGS. PROVIDE FULL BASE COVER TO MATCH POLE AND TEXTURE FINISH B. FIXTURE AND POLE FINISH SHALL BE SELECTED BY ARCHITECT FROM LIST OF MANUFACTURER STANDARDS. B. FIXTURE AND POLE FINISH SHALL BE SELECTED BY ARCHITECT FROM LIST OF MANUFACTURER STANDARDS C. PER ALBERMARLE COUNTY LIGHTING ORDINANCE, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPOERTY IN RESIDENTIAL OR RURAL ZONING DISRICTS SHALL NOT EXCEED ONE -HALF FOOT - CANDLE D. CALCULATIONS REFLE3CT LIGHT LOSS (MAINTENANCE) FACTOR OF 1.0 FOR ALL FIXTURES 00 00 z0 00 00 `b O 0 O. O 00 00 00 _ x x— x x O O;, Oi� 00 O O O x/ 0� _ x x x f 00 �0 �0 �O o O x x x O O O 00 00 x x ( 0 0 0 O• 0 O O� X x x c x x - -- -- - - - - -� - -- -- - !�o O Q- - -- x x O• O x O 0 ,90 - - - - x x x 0 O x �00 0 !0 00 OD 06 X0 x X Y :`� x X x X x — — — — — — — — — — — — — — — x ( �_ X x O �' �' O O 0 x x x o o x x x x ,�, �. 0• I''I! 11'1, IIII I!I, I' �'1'1'1. ;I ,�;�,�;';Ipl';!�!t; 'I'II t'i,li'`fi - I.I.I� I,IxI X x x F�7 ,._, !�, �, �. t �• O O x x x�... < •' '-� / /l • 1. �• ' �—-"� , I I I . I . 1 . , � :. • . 1 � I r i+�}T�V •r V %..r. , _ ; / • / /.h ' I . ' I 9 I . I 1 I — - i O . L• �' 11 1 x x ? ;Till , •,'. x .,/ '� T 1'� T � /7' T X x x �� ��•. 1 0 1 i �f \ 1� / i O - I , x \. r ; 1 4. Zq e � 7r h: �. •.:' V 1 4l ( n / J S � l X , l �• I � / / Cn I .) Ax x w r.. O I I I O x RMF ENGINEERING, INC. 134 10TH STREET, NW SUITE D CHARLOTTESVILLE, VA 22901 ® �h r x x x 6'• x x J x waterstreetsti-idIC) x x O x x x C . 0 00 \ ' 0 \ x x } A0 S0 �.+ x x x _ ` 1� 0 t C, \ L? x 0 X x x �, z. �, T' so �o o , + I % ; X } ��_+ xT ; x- s �, s o< < �� �, �, x x x X . x f �• o z 1 x is Cn C' X x x x x x �--' `. O• ! • �� r\ . x x 'go s. o• 9 �� 9� 0� �� 9� ® c' O O x x '94 � � X x x x x `. x x x x x O. 1 `� ~ L(i •�� OO X 0 9 <2 < ! ! x x X X x x x -�. L9 el x x X / 1 x x x • �9 / 0.. s z �' x x x x -- �t V�7 + v+ I I t � � , � � / . X X f•. " l / / / , O ,: X \ x � / 7 ��; _o -� , _ x X i,� + 4 ; , X x,� i , Ls. t9� ; � ✓': �� � / � x X X i X T X x x x 1 is 0 0 X x 8 1.1 `fit 1-. - • �, �� 0� X xL�I – / / /m/ x x X' x �\ ��. 0 • 6+2 ` 0. / `9C �� 0 / x' ff �.. x x �• S O O C S� �! c' �' x j 'sue x o / x x x x x I x x X x x x c'• O 9 S>�, �jc' p O X +.b'11 1 \ , + + , ,�I;l!I; i',i;' O �. z O� �I L� �,� .� x X fi 0 x x x x x x ,(. �• �1. r.. / r X - SL =•�, + ,�I IS „4 ... \. \•�I+ I I' 1' '.xl I I x x - (I!. L • �' / //i O X / O' x I i lS 1 �W P x x W O C tO�,STRU CT� O x X D x x q 0 NG x ERHA: / x c' x X / /v /. / 6' i Op I• x x �' r / /� ��* �� ',; cI x x x 0 � -x / x _� � O x x x x x O' �' �' o ° Off, �'A 0 0 `�� /to �x, r - x x x x x x x X x / X• x x x x o —o- — -, X x X x X x x x< < �,• oo l �. r4- _ O J% 0 0. I S'� t C�'� \c' �'r/ I `90( �` �0 � / x 'f x� CJ x ?S x' o o` x � ” C Or - O x nn Q• — �- - .... O �. x �3 l ►I / s SCALE: 1 / 10, 20' 41 it I z _O U C0 z 0 U o LL I- 0 z a rf'rf RMF ENGINEERING, INC. 134 10TH STREET, NW SUITE D CHARLOTTESVILLE, VA 22901 waterstreetsti-idIC) 111 third street se charluttesvilte, va 22902 t 431, 295 8177 REVISIONS: Dec 18, 2013 COUNTY COMMENTS Jan 15, 2014 BIDDING Feb 3, 2014 COUNTY COMMENTS March 4, 2014 COUNTY COMMENTS IT— O N N w M J J_ ~ � U) z w o p ~ C) W OQ m U Q w ~ CO m Q w 0 Q o 0 0 LO O DATE: 11/18/13 PROJECT NO: 13016 SCALE: 1 " =20' LIGHTING PLAN N N N L v C L 0 m E L N O 2 m Q O O U Job: Type: Notes: Gullwin g LED Page 1 of 7 GL18 Area Luminaires Philips Gardco Gullwing LED ,luminaires combine LED performance excellence and advanced Gardco LED _ style therm al management technology with the distinct Gullwin g to P rovide outdoor area li htin ' . that is both ener gy , efficient and aesthetically pleasing. The Philips Gardco Gullwing LED is defined by its high performance, sleek profile and rugged cons truction. The, housing is one- piece, die cast aluminum and mounts directly to a pole or wall without the need of a separate support arm.The advanced LED optical systems provide IESTypes 11,111, IV and V distributions. --- o- 0-000-00 o•a e luminaire features a tae o the art integral thermal control system to maximize LED performance and life and 00000000 Th I r state f h g y m p 000.000.00 as to extend component 'fie. II LED wattages utilize high performance Class 1 LEDs tems.The door frame is single- ....... 0 nt li A u n a s P 8 g P Y g P iece die cast aluminum. mum. Lumina i es are finished with a fade and abrasion resistant TGIC powdercoat. Gullwin g LE D o•o0o.0 00 o° •o ao 0.00000 luminaires provide full cutoff performance, Existing Philips Gardco Gullwing HID luminaires are suitable for field °.° ° °•° ° °.° retrofit with the Gullwing LED retrofit kit. OPTICAL MOUNTING LED WA .AGE LED SELECTION VOLTAGE FINISH OPTIONS PREFIX SYSTEM TT N_ Enter the order code into the appropriate box above. Note: Philips Gardco reserves the right to re f use a configuration. Not all combinations and configurations are va lid Refer to notes below f a r exclusions an limitations. or questions or concerns, please consult It the factory. PREFIX MOUNTING Complete Luminaires (See page. 3 and page 4 for details on luminaire con figurations.) 1 Single Pole Mount GL18 18" Gullwing LED Luminaire - Constant Wattage 2 Twin Pole Mount at 180°' GL18 -.DCC 18" Gullwing LED with Dual Circuit Control 2@90 w Pole Mount at 90 ° Tin GLIB -DIM 18" Gullwing LED with 0 -10V Dimming 3 3 -way Pole Mount at 90° GL18 -MR50' 18" Gullwing LED with Motion Response - 50% Low 3 @120° 3 -way Pole Mount at 120° GL18 -APD2 18" Gullwing LED with Automatic Profile Dimming 4 W 4 -way Pole Mount Wall Mount, Recessed J -Box GL18- APD -MRO1 18" Gullwing LED - APD with Motion Response Override WS Wall Mount, Surface Conduit Retrofit Kit (See page 4 for detais on retrofit kit corifigurations.) 4 4 -90 GL18 -RK 18" Gullwing LED Retrofit Kit - Constant Wattage 5s 4,988 (s) 1. Motion Response luminaires require one motion sensor per pole, ordered separately. See Accessories on page 2. Motion Response luminaires available 120Y or 277V only 2. Available 120V through 277V only. OPTICAL SYSTEM' 3. Luminaire door frame and optic assembly provided standard without glass lens. Specify CLR option for clear glass lens. See Options an page 1. 4. See pages 6 arid 7 for information on optical rotation prior to ordering. S. Features unitized lens. 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 site Iighting.com © 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the c o mp a ny s continuing product improvement program. G200- 016/1012 GROUT FIN RUB TO 6" BELOW GRADE 1" CHAMFER - FIN GRADE ANCHOR BOLTS, TYP NOTE 2 POLE (STYLE MAY VARY) HANDHOLE BUSH CONDUITS LEVELING NUTS (3) #3 TIES @ 1 -1/2" OB @ TOP OF CONCRETE BASE IV * CV 1" BND, NOTE 1 #3 TiES @ 12" (8) #5 EQ. SPACED AROUND PERIMETER CONCRETE BASE "X" DIA. BASE DETAIL - LUMINAIRE TYPES A, B, C NO SCALE NOTES (BASE DETAIL): 1. STUB OUT CONDUIT V -0" BEYOND BASE FOR LAST LIGHTING FIXTURE IN RUN AND CAP FOR FUTURE EXTENSION OF CIRCUIT. 2. 1" BND HOMERUN OR TO ADJACENT FIXTURE. POLE BASE DIMENSIONS DIM TYPE Optic Optic Optic Standard Rotated Rotated Type Optic Left4 Right4 Photocontrol Receptacle only Position i HS1e External Houseside Shield meetingANSI C62.41.2 (90 °) (270 °) Type II 2 2-90 2-270 Type III 3 3 -90 3 -270 Type IV 4 4 -90 4 -270 Type V 5s 4,988 (s) 4,.986 Backlight Control BLC BLC -90 BLC -270 3. Luminaire door frame and optic assembly provided standard without glass lens. Specify CLR option for clear glass lens. See Options an page 1. 4. See pages 6 arid 7 for information on optical rotation prior to ordering. S. Features unitized lens. 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 site Iighting.com © 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the c o mp a ny s continuing product improvement program. G200- 016/1012 GROUT FIN RUB TO 6" BELOW GRADE 1" CHAMFER - FIN GRADE ANCHOR BOLTS, TYP NOTE 2 POLE (STYLE MAY VARY) HANDHOLE BUSH CONDUITS LEVELING NUTS (3) #3 TIES @ 1 -1/2" OB @ TOP OF CONCRETE BASE IV * CV 1" BND, NOTE 1 #3 TiES @ 12" (8) #5 EQ. SPACED AROUND PERIMETER CONCRETE BASE "X" DIA. BASE DETAIL - LUMINAIRE TYPES A, B, C NO SCALE NOTES (BASE DETAIL): 1. STUB OUT CONDUIT V -0" BEYOND BASE FOR LAST LIGHTING FIXTURE IN RUN AND CAP FOR FUTURE EXTENSION OF CIRCUIT. 2. 1" BND HOMERUN OR TO ADJACENT FIXTURE. POLE BASE DIMENSIONS DIM TYPE X.. Y.. Z.. A, B, C 2' -0" 5'4" 2' -0" TYPE #'r TYPE 3 4 Photocontrol Receptacle only SPRH16.17 Surge Protection for 347V through 480V Input i HS1e External Houseside Shield meetingANSI C62.41.2 2 IS16,19 [YPE l iL i ' _ Gullwin g LED Page 2 of 7 GL18 Area Luminaires LED WATTAGE A AND LUMEN VALUES .Order) g OPTIONS (Options are not available in GL18 -RK retrofit kits, except as specifically noted below. See Note 16) BRP Bronze Paint LF16 In- Line/ln -Pole Fusing Code SystemVVatts6 (,mA)elgctloty Photocontrol and Receptacle TYPE #'r TYPE 3 4 Photocontrol Receptacle only SPRH16.17 Surge Protection for 347V through 480V Input i HS1e External Houseside Shield meetingANSI C62.41.2 2 IS16,19 [YPE dimming for connection to a control system provided by others. v BLC Single LED Arrays 3" Round Pole Adapter GL18- MR -50: Philips Gardco Gullwing LED luminaire with motion response,. Specify Optional Color or RPA211 4" and 5" Round Pole Adapter 65LA 65 350 CW 5,211 4,988 (s) 4,.986 .6;025 3,433 (s) 95LA 95 530 CW 7,437 7,025 6,973 .8,258 4,640 (s) 130LA 130 700 CW 8,868 8,658 8,478 10,223 5,614 (s) Square Pole Top Fitter Dual L D E A to r DL16 t �Y i CLR16 Y 1 16.Avoilable in GL18 Constant Wattage only. r for providing suitable mounting accommodations for the motion sensor Fi in the pole, h r, 1 2 - 5 35 t 9 9 3 , 50 DATE: ..125LA , .. . . ,..._ ..,� , .. .. .. � , . r, _ . n... _.r .< -. , , 200LA 200 530 cW n 13,432 rt 13 042 c E 12 942 15,271 7,996 " $ a =z r (s) 255LA N �k t.: u t- `¢` fit' t P. 3^. -�': . Z�..�.. -.. 6. Wattage may vary by +/- 8% due to. LED manufacturer forward volt specification and ambient temperature. Wattage shown is average for 120V through 277Y input. Actual wattage may vary by an additional +/- 10% due to actual input voltage. 7. Yalues ho or luminaires o e shown are ( ! m res with tit the HS or IS shield options.Tests are in process for many NW and all WW, as well as luminaires with the HS and IS options. $, Lumen values based on tests . performed in compliance with IESNA LM -79. "(s) "following value indicates that the. value is scaled (torn tests on a similar, but not Identical luminaire configuration. Contact Gardco.applications n philips.win if any approximate estimates are required for design purposes. LED SELECTION VOLTAGE CW Cool White - 6000° K - 75 C I R UNI 20 Y 1 V h throu 277V g 50hz or 60hz NW Neutral White - 4000 °K - 70 CRI HVU 347V through 480V, '.50hz or 60hz (High Voltage Universal) FINISH OPTIONS (Options are not available in GL18 -RK retrofit kits, except as specifically noted below. See Note 16) BRP Bronze Paint LF16 In- Line/ln -Pole Fusing SPR16'17 Surge Protection for 120V through 277V Input BLP Black Paint pC9,16 Photocontrol and Receptacle meeting ANSI C62.41.2 WP White Paint PCR18 Photocontrol Receptacle only SPRH16.17 Surge Protection for 347V through 480V Input 530 mA HS1e External Houseside Shield meetingANSI C62.41.2 NP Natural Aluminum Paint IS16,19 Internal Houseside Shield dimming for connection to a control system provided by others. OC Optional Color Paint RPAI` 3" Round Pole Adapter GL18- MR -50: Philips Gardco Gullwing LED luminaire with motion response,. Specify Optional Color or RPA211 4" and 5" Round Pole Adapter 9. Not available above 277V- Provide specific input voltage. RAL ex: OC -LGP or OGRAL7024. MF12 Mast Arm Fitter 10. Required for 3" Q.D. round or tapered round poles where top O.D. is less than 4 ". SC Special Paint TR113 Single Transition 11. Required for 4"- S" O.D. round poles. Specify. Must supply color chip. TR213 Twin Transition 12. Mounts to a 2 -318" O.D. mast arm. 13. Mounts to a 1- 318" Top Tenon. Specify a round pole with Ground \ PTF274 Pole Top Fitter - 2 3/8" - 3" Dia.Tenon a 4.50" O.D. for a smooth transition. 1H 3H 6H PTF374 Pole Top Fitter - 3" - 3 1/2" Dia.Tenon 14. Not ovailobie in 120° mounting configurations. above the pole base, normally oriented 180° to the standard hand hole, For PTF414 Pole Top Fitter - 3 1/2" - 4" Dia.Tenon 15. Requires a :2- 3 /8 "O.D, x 4" tenon or a 2.4" round pole top O.D. option which includes the hand hole and a special hand hole cover plate for the SQPTF's Square Pole Top Fitter Specify Drilling (1, 2,2@90,3 or 4 only) which the motion sensor mounts. Once the motion sensor is connected to the DL16 Diffusing Lens (reduces performance significantly) i6.Available with GL18 -RK retrofit kits (as well as other configurations) 17. GL 18 -DCC )requires 1 surge protector per circuit. plate (complete with motion sensor attached and wired) is then mounted to CLR16 Clear Glass Lens (reduces performance) 16.Avoilable in GL18 Constant Wattage only. -- for providing suitable mounting accommodations for the motion sensor 19.Avoilable with Type 2, Type 3 or Type 4 distributions only. ACCESSORIES (Ordered sebaratel MS -P 120V or 277V Input- Pedestrian Motion Sensor for GL18 -MR (Motion Response) or GL18- APD -MRO (Automatic Profile Dimming with Motion Response Override) MS- A -120V 120V Input -Area Motion Sensor for GL18 -MR (Motion Response) or GL18- APD -MRO (Automatic Profile Dimming with Motion Response Override) MS -A -277V 277V Input -Area Motion Sensor for GL18 -MR (Motion Response) or GL18- APD -MRO (Automatic Profile Dimming with Motion Response Override) Motion Sensors are ordered separately, with one (1) motion sensor required per pole location for GL18 -MR or GL18- APD -MRO luminaires. See Laminate Configuration Informown on pages 4 -5 for more details. Pedestrian sensor color is white, Area motion sensor color is Arctic White. 1611 Clovis Barker Road, San Marcos,TX 78666 PHILIPS (800) 227 -0758 (512)753-11000 FAX: (512) 753 -7855 site Iighting.coin 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the companyJS continuing product improvement program. G200- 016/1012 i4R ®C® Page 5 of 7 LUMINAIRE CONFIGURATION INFORMATION (COP GL18 -APD is available in 120V through 277V input only. The GL18 -APD offers a the advantages m ny o f ir of a sophisticated control system, em including an average energy savings of at least 33% versus constant wattage, constant light output systems, without the need for a control system. GL18- APD -MRO: Philips Gardco Gullwing LED luminaire with Automatic Profile Dimming, with Motion Response Override. The GL18- APD -MR0 combines the benefits of both automatic profile dimming and motion response. The luminaire will dim to 50% power, 50% light output, per the dimming profile shown for the GL18 -APD. If motion is detected during the time that the luminaire is operating at 50%, the luminaire returns to 100% power and light output. The luminaire remains on high until no motion is detected for the duration period, after which the luminaire returns to low. Duration period is factory sec at 15 minutes, and is field adjustable from 5 minutes up to 15 minutes. This configuration is not available for use with wall mounted luminaires. GI.18- APD -MRO is available in 120V through 277V input only to Iuminaire.The motion sensor requires either 120V or 277V input to the motion sensor. The GL18- APD -MRO has the same pole requirements and utilizes the same motion sensors as the GL18- MR -50. The motion sensor mounts and wires identically as well.The GL18- APD -MRO utilizes the identical dimming profile as shown for the GL18 -APD. SPECIFICATIONS GENERAL DESCRIPTION: The Philips Gardco Gullwing LED is defined by its high performance, sleek profile and rugged construction.The housing is one-piece, die cast aluminum and mounts direct) to a pole or wall without P y .p the need of a separate support arm. Gullwing LED luminaires combine LED performance excellence and advanced Philips Gardco LED thermal management technology with the distinct Gullwing style to provide outdoor area lighting that is both energy efficient and aesthetically pleasing. HOUSING: A one -piece die cast aluminum housing mounts directly to a pole or wall without the need for a support arm. The low profile rounded form reduces the ,effective projected area of the luminaire to only 1.2 ft2 /12 m2. IP RATING: Gullwing LED 18" luminaires have a rating of IP66. LED RELIABILITY Gullwing LED GL18 Area Luminaires JTINUED FROM PAGE 4) By combining the benefits of automatic profile dimming and motion response, the GL18- APD -MRO assures maximum energy savings, and insures that adequate light is present if motion is detected. Note: All motion sensors utilized consume 0.0 watts in the off state. GL18 -RK: Philips Gardco Gullwing LED Retrofit kit for existing Gullwing luminaires. The retrofit kilt provides a simple way to convert existing sites that utilize Gullwing luminaires to LED. The retrofit kit includes all necessary components to complete the retrofit conversion. The existing optic, ballast tray and door assembly are removed and replaced by retrofit kit components. The retrofit kit includes the complete door frame and the LED driver assembly. The GL18 -RK is available only in a constant wattage, constant light output design, and is not available with any .Options, except as specifically indicated on page 2. Note: TGIC polyester powdercoat will fade somewhat in exterior environments over time. Once the retrofit kit is installed, there is a possibility that the upper housing may have faded to a point where there is a noticeable paint difference between the upper housing (existing) and the new retrofit kit door frame. THERMAL MANAGEMENT: The Philips Gardco Gullwing LED provides die cast aluminum integral thermal radiation fins combined with lateral air ways, to provide the excellent thermal management so critical to long LED system life. OPTICAL SYSTEMS; LED arrays are set to achieve IES Type II, Type III, Type IVType V and Backlight Control (BLC) distributions. Individual LED arrays are replaceable, Luminaires feature high performance Class 1 LED systems. ELECTRICAL: Luminaires are equipped with an LED driver that accepts 120V through 277V, or 347V through 480V, 50hz to 60hz, input. Driver output is based on the LED wattage selected. Component -to- component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 302 °F / 150 °C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. Power factor is not less than 90 %. Luminaire consumes 0.0 watts in the off state.All motion sensors utilized PREDICTED LUMEN - ,DEPRECIATION DATA,;; Ambient;Temper`afure C Driver mA „La Hours. 25 °C 350 mA 130,000 530 mA 100,000 700 mA 70,000 406C 350 mA 100,000 530 mA 70,000 700 mA 50,000 20. Predicted performance derived (om LED manufacturer's data and engineering design estimates, based on IESNA LM -80 methodology. Actual experience may vary due to field application conditions. L76 is the predicted time when LED performance depreciates to 70% of initial lumen output consume 0.0 watts in the off state. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLIP), white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All luminaires bear UL or CUL (where applicable) Wet Location labels. WARRANTY: Philips Gardco luminaires feature a 5 year limited warranty. Philips Gardco LED lumiinaires with LED arrays feature a 5 year limited warranty covering the LIED arrays and LED drivers. Motion sensors are covered by warranty for 5 years by the motion sensor manufacturer. See Warranty Information on www.sitelightin.g.com for complete details and exclusions.. FULL CUTOFF PERFORMANCE: Full cutoff performance means a luminaire distribution where zero candela intensity occurs at an angle at or above 90' above nadir. Additionally, the candela per 1000 lamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of 80' above nadir.This applies to all lateral angles around the luminaire. 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 sitelighting.com PHILIPS 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. A^ A G2W- 01611012 i�••.. Gullwing LED Page. 3 of 7 GL18 Area Luminaires DIMENSIONS AND EPA O., 1-- GL18 -RK LED Retrofit Kit Note: Removal of all components of existing G18 Gullwing luminaires, except the upper housing, is required to perform a retrofit. GL18 -RK includes all necessary retrofit components. Note: TGIC polyester powdercoat will fade somewhat in exterior environments over time. Once the retrofit kit is installed, there is a possibility that the upper housing may have faded to a point where there is a noticeable paint difference between the upper housing (existing) and the new retrofit kit door frame. 11.5" 29.21 cm 1611 Clovis Barker Road, San Marcos, TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 site lighting.corn © 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. G200- 016/1012 6.6" 16,764 cm 45.72 cm. EPA Data 1 2 33 =4 1.2 ft? 2.4 it' 3.2 ft' .12 m2 .24 m' .30 mz Approximate Weight Single Luminaire 40 Ibs 118.144 kg Gullwin g LED Page 6 of 7 GL18 Area Luminaires ASYMMETRIC OPTICAL ORIENTATION INFORMATION (CONTINUED ON PAGE 7) STANDARD OPTIC POSITION: Luminaires ordered with asymmetric optical systems in the standard optic position will have the optical system oriented as shown below: LEFT Side of Pole RIGHT Side of Pole o. r , 901. , 270° , r , House Side 0 ,. ',,�• Note: The hand hole will normally be,located on the .0' pole at the 0 point OPTIC ROTATED LEFT (90 °) OPTIC POSITION: Luminaires ordered with asymmetric optical systems in the OPTIC ROTATED LEFT (90 °) optic; position will have the optical system oriented s sh n below: a o w LEFT Side of Pole 90 °, ,270° House Side Note: The hand hole will normally be located on the ' 0' pole at the 0° point 1611 Clovis Barker Road, Sari Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 sitelighting.com 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement, program. G200- 016/1012 RIGHT Side of Pole ilk 1111 Gullwing LED Page 4 of 7 GL18 Area Luminaires LUMINAIRE CONFIGURATION INFORMATION (CONTINUED ON PAGE 5) GL18: Philips Gardco Gullwing LED standard luminaire providing constant., w a tta g e a n d co n sta t g htou tP u t When to the lum. luminaire 1s energized. <; waterstreetstl;cii0 111 thir-d street [harlot tesvi l te, a r t .3. v r 29 1;7 sa . 7 GL18 -DCC: Philips Gardco. Gullwing LED luminaire provided with dual Black, 120V OR Red Connects to "de circuiting, permitting separate switching of each led array. Available on 27N Input O er Input v ri in t (Orange) Line of luminaires with dual led arrays only. White - Neutral Sensor DyfraDimmer GLIB -DIM: Philips Gardco Gullwing LED luminaire provided with 0 -10V Feb 3, 2014 dimming for connection to a control system provided by others. The area motion detector P " rovides covera e e ual to u to 6 times the sensor g q P height above round 270° from the front- center of thesensor h _g g _ - GL18- MR -50: Philips Gardco Gullwing LED luminaire with motion response,. March 4, 2014 P rovidin 8 a 50% power reduction on low and a commensurate reduction m Area P IR Motion Sensor r Coverage light output. The power and light output reduction is accomplished utilizing g P P $ p p g COMMENTS the Philips DynaDimmer module, programmed fo r a constant 50/ power. 270° Front Coverage Power su I pp i ed by the motion sensor connected to the override line on the DynaDimmer takes the luminaire to high setting, 100% power light ht output Distan ce s are when motion is detected. The luminaire remains on high until no motion is 90° approximate. detected for the motion sensor duration period, after which the luminaire H= HeightAliove � � returns to low. Duration period is factory set at 15 minutes, and is field Ground \ adjustable from 5 minutes u to 15 minutes. l . _. . _ P i Height �La _ This configuration is not available. for use with wall mounted luminaires. 1H 3H 6H J Motion response requires that the pole include an additional hand hole 15 feet GL18 -MR50 is available in 120V through 277V input only to the above the pole base, normally oriented 180° to the standard hand hole, For luminaire. Motion sensors require single voltage 120V or 277V input. Philips Gardco poles, order the pole with the Motion Sensor Mounting (MSM) W option which includes the hand hole and a special hand hole cover plate for the The Pedestrian PIR motion sensor is the WattStopper HB350W -L3. One sensor with a 1/2" NPT receptacle centered on the hand hole cover plate into motion sensor per pole is required and is ordered separately as the MS -P which the motion sensor mounts. Once the motion sensor is connected to the accessory, page 2. a y, se e. p g The Pedestrian sensor accept 120V through 277V input. hand hole cover plate, then wiring connections are .completed in the pole.The U plate (complete with motion sensor attached and wired) is then mounted to Neutral the hand hole. If poles are supplied by others, the customer is responsible - - -- for providing suitable mounting accommodations for the motion sensor White in the pole, 120V OR 277V power input _O LJ.. LID C) Black Red Connects to Red Override Input DATE: Mounting to a Philips Gardco Pole Sensor PROJECT NO: .(Orange) Line of SCALE: DynaDimmer The pedestrian motion detector provides coverage equal to the sensor height above ground , in all directions from the sensor (360'.) Pedestrian PIR Motion Sensor Coverage Pattern: Side Coverage Pattern Top Coverage Pattern i I Distances are (( � p il O I approximate. i 4 � H - Height bo ave round. 1 .,.v; f g ,�- - l I r f 1H E 2H 4 2H The Area PIR motion sensor is the WattStopper EW-200 -120 -W (120V Input MS- GLA -120V) or the WattStopper EW -200 -277 -W (277V Input - MS -GLA- 277V.) One motion sensor per pole is required and is ordered separately. Area sensors require single voltage 120V or 277V input. Cover Plate with 112" NPT Coupling (supplied with pole) Wiring _ �- -, Attach Motion in Sensor to Cover Pole Plate coupling; Motion Sensor Complete Wiring in Pole and Attach Additional Hand Hole I T Above Pole Base Cover Plate to Hand (oriented 180' to the standard hand hole) Hole GL18 -APD: Philips Gardco Gullwing LED luminaire with Automatic Profile Dimming. Luminaire is provided with the Philips DynaDimmer module included. The DynaDimmer module is programmed to, go to 50% power, 50% light output two (2) hours prior to night time mid -point and remain at 50% for six (6) hours after night time mid - point. Mid -point is continuously recalculated by the DynaDimmer module based on the average mid -point of the last two full night cycles. Short duration cycles, and power interruptions are ignored and do not affect the determination of mid - point. GL18 -APD is available in 120V through 277V input only. GL18 -APD Dimming Profile: 2 Hours 6 Hours 100% 100% 5Q% 50% I I I Power On Mid Point Power Off 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 sitelighting.coin © 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. G200- 01611012 i Gullwin g LED Page 7 of 7 GL18 Area Luminaires ASYMMETRIC OPTICAL ORIENTATION INFORMATION (CONTINUED FROM PAGE 6) OPTIC ROTATED RIGHT (270 °) OPTIC POSITION: Luminaires ordered with asymmetric optical systems in the OPTIC ROTATED RIGHT (270 °) optic position will have the optical system oriented as shown below: LEFT Side of Pole 1. t 90° , , 270° , House Side '�, O Note: The hand hole will normally be located on the 0' pole at the 0° point RIGHT Side of Pole T LU I S e1H WfTH ROTATED OPTICAL SYSTEMS: i lumjnai VsSc w it �� ro ated o tic systems a excellent i optical are n way to direct light . toward the interior of the site .(Street Side) without additional equipment. It is important, however, that care be exercised to insure that luminaires are installed in the proper location. LEFT Side of Pole 180° 1 RIGHT Side of Pole 0 House Side 0 . '�, ' Luminaires with Optic Rotated 00 Luminaires with Optic Rotated Right (270 °) are installed on the Left (900) are installed on the LEFT Side of Pole Note, The hand hole location will depend on RIGHT Side of Pole the drilling con figuration ordered for the pole. 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 sitelighting.com (D 2012 Koninklijke Philips Electronics N.V, All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of Its product without notification as part of the company's continuing product improvement program. G200- 016,/1012 LIGHTING DETAILS 0 N N U _N L U Q C L N N Y N O Lir N E L N O Z T L t m T Q O O Landscape Architect waterstreetstl;cii0 111 thir-d street [harlot tesvi l te, a r t .3. v r 29 1;7 sa s e 22902 REVISIONS: Dec 18, 2013 COUNTY COMMENTS Jan 15, 2014 BIDDING Feb 3, 2014 COUNTY COMMENTS March 4, 2014 COUNTY COMMENTS r CT) VJ N N Q W J M _J () Z � W O 0 � O � U W ® � W U Q W 0) m U) w 0 0 _O LJ.. LID C) DATE: 02/03/14 PROJECT NO: 13016 SCALE: LIGHTING DETAILS 0 N N U _N L U Q C L N N Y N O Lir N E L N O Z T L t m T Q O O RAVENNA 220 Specification RAVENNA G adds a touch of elegance to architectural spaces with its brushed stainless steel detailing. The housing is cast from copper -free aluminum and treated with a proprietary anti - corrosive powdercoat finish for long -term durability. Optics may be symmetric with spot, medium, and flood beam patterns for accenting as well as asymmetric for wall - washing. LED model is available in white light for accenting or in single colors for waymarking or creative effects. Optional concentric ring louvers for shielding and anti -slip lens treatment are available on request. Luminaire is suitable for pedestrian walkover applications. All hardware is stainless steel. CSA Certified for Wet Locations. .hess Model Watt Lamp Distribution , Volt Mounting Finish Option MH - Metal S16 - Symmetric 160 R - Recessed CL - Concentric Ring RVG220 20 Halide Beam 2-120 inground SS - Stainless Steell-ouver S35 - Symmetric 35° 39 Beam 7-277 S55 - Symmetric 55° 70 Beam A - Asymmetric Ordering Information RVG220 39 MH S35 2 R SS Specifications are subject to change without notification HessAmerica > Products > Lighting Products > In- ground Luminaires > RAVENNA http: / /www.hessamerica.com /Products/ Lighting /In- ground_Luminaires /RAVENNA/ CENTO 900 - 360 CFL Specification A simple beacon with three windows for 36o° illumination is the basis of CENTO's styling. Translucent acrylic tens creates soft diffused illumination. Housing is precision machined from heavy wall extruded aluminum. Housing and extruded aluminum shaft are finished in finely textured paint. Luminaire is available in three heights. All hardware is stainless steel. Standard color; matte silver grey metallic. Special colors available. AS - Anti -slip lens N - None Page 1 .hess Specifications are subject to change without notification HessAmerica > Products > Lighting Products > Illuminating Bollard > CENTO 36o Page 1 http: / /www.hessamerica.com/ Products / Lighting/ Ittuminating_Bo[lard /CENTO_36o/ RAVENNA 220 Specification hess HOUSING Clear tempered glass lens with decorative ceramic masking is 0.47" thick and 'bonded to 316L stainless steel trim ring with high -grade automotive quality adhesive with UV, acid, and alkali resistance properties. Lens assembly fastens to the housing from the underside with stainless steel hardware. Single piece nitrite gasket provides weather -tight seal between the tens assembly and housing. Heavy wall luminaire housing is cast from Anticorodal aluminum alloy and finished with proprietary epoxy based powercoat finish. Housing is void of threads to prevent scratching of the paint and potential resulting corrosion. Underside of housing is protected from abrasions with Teflon pads at contact points to the factory- supplied PVC installation steel. Weathertight bushing is supplied for the power cord. OPTICS Choice of optics include symmetric and asymmetric distribution patterns. Reflector assembly is regressed within the housing away from the primary lens and separated by an internal infrared lens to minimize external lens temperature. Symmetric distribution may be tilted + / -1o° and are horizontally rotatable. Choice of optics include symmetric distributions with beamspreads of 160, 351, and 55 °, respectively.Symmetric distributions may be specified with optional concentric ring louver. An asymmetric distribution is also available. ELECTRICAL Ceramic metal halide electronic ballast shall be Sound Rated A and Outdoor Type 1 rated. Ballast shall have a minimum high power factor rating of 97% and nominal ballast factor of o.99. Total harmonic distortion shall be less than 10 %. Ballast shall be capable of reliable starting to -2o 1F ( -30°C) at nominal line voltage. Ballast is UL and CSA recognized. Porcelain socket is 66ow-600V, 4kV pulse rated. LAMPING low T6 ceramic metal halide - CDM70/T6/830 39w T6 ceramic metal halide - CDM35/T6/830 2ow T6 ceramic metal halide - CDM Elite 2o/T6/830 MOUNTING Luminaire mounts into PVC installation sleeve and is retained in place via stainless steel spring clips. Installation sleeve may be preshipped on request. FINISH Housing is cleaned in an ultrasonic detergent bath prior to painting. Standard housing finish is proprietary epoxy based powercoat paint and is not visible when installed. WARRANTY Limited product warranty period is three years. Lamp and ballasts shall carry the manufacturer's (imited warranty. Specifications are subject to change without notification HessAmerica > Products > Lighting Products > In- ground Luminaires > RAVENNA http: / /www.hessamerica.com/ Products / Lighting /In- ground_Luminaires /RAVENNA/ Page 2 CENTO goo - 36o CFL Specification hess HOUSING Luminaire consists of cylindrical housing, base, and top cap precision machined from 6o6o aluminum. Cylindrical housing is machined from tubing with nominal wall thickness of o.6o" and mounts over the precision- machined luminaire base with three concealed socket head cap screws. Cylindrical matte acrylic lens mounts to the base inside the housing. Luminaire top cap mounts to the cylindrical housing with three captive socket head caps screws and provides access to luminaire for relamping. Luminaire base and top cap are grooved to accept one -piece silicone gasket to provide weather -tight seal to the lens. Luminaire mounts to 0.197" thick wall extruded aluminum shaft with three concealed socket head cap screws. All hardware is stainless steel. OPTICS Base down lamp is positioned within the matte acrylic cylindrical lens providing 36o - degree distribution through housing aperture. ELECTRICAL Compact fluorescent high frequency electronic ballast shall be Class P and Outdoor Type 1 rated. Ballast shall have a minimum high power factor rating of 9o% and a minimum starting temperature of -2o 1F ( -30°C) at nominal line voltage ±10 %. Ballast shall be UL Listed. Lamp sockets are 75w -600v rated. LAMPING 13w PL -C - CFQ13W /G24q with G24q -1 base 18w PL -T - CFTR18W /GX24q with GX24q -2 base MOUNTING Bollard mounts to anchor base plate assembly with four M10 x 20mm stainless steel socket head cap screws and washers. Anchor base assembly consists of four 1 /2" x 17" x 3" hot -dip galvanized anchor rods secured to a mounting plate and embedded as an assembly in concrete foundation (by others). FINISH Housing is cleaned ultrasonically prior to painting. Standard finish is finely textured matte silver grey metallic. Special colors available on request. WARRANTY Limited product warranty period is three years. Lamp and ballast shall carry the respective manufacturer's limited warranty. Specifications are subject to change without notification HessAmerica > Products > Lighting Products > Illuminating Bollard > CENTO 360 Page 2 http: / /www.hessamerica.com/ Products / Lighting/ IItuminating_Boliard /CENTO_36o/ Additional information hess Dimensions 1', 0—o"), 0 8.7„ Specifications are subject to change without notification HessAmerica > Products > Lighting Products > IIn-ground Luminaires > RAVENNA Page 3 http: / /www.hessamerica.com /Products /Ligh ting /In- ground_Luminaires /RAVENNA/ Additional information Dimensions 0 6.,cr Mounting Detail rte. e sr, I- 07.48 — ` 08.66 08.0'6 07.48 03.00 04.50 RANGF PLATT Specifications are subject to change without notification HessAmerica >, Products > Lighting Products > Illuminating Boltard > CENTO 36o http: / /www.hessamerica.com/ Products / Lighting/ IItuminating_Bottard /CENTO_36o/ .hess Page 3 Z O F- U D f'— Z O U ry O LL H O Z CUNDUlr Landscape Architect aterstreet�t_idic III third "re [ — ch arl ut tcsv it:c va ?290< BY OTHERS REVISIONS: SCREW Dec 18, 2013 COUNTY MI 3X COMMENTS MTG PLT — BIDDING Feb 3, 2014 COUNTY MTG BASE AFB March 4, 2014 FLANGE PLATE f SEE DTL 0YsX15X3 3X O N N Y � Q BY OTHERS J 00 n — tom' e' � DTL- IdDUNTING W z � DTL —MTG BAS% O Specifications are subject to change without notification HessAmerica >, Products > Lighting Products > Illuminating Boltard > CENTO 36o http: / /www.hessamerica.com/ Products / Lighting/ IItuminating_Bottard /CENTO_36o/ .hess Page 3 Z O F- U D f'— Z O U ry O LL H O Z LIGHTING DETAILS 0 m N O T m T 0 r0 O Landscape Architect aterstreet�t_idic III third "re [ — ch arl ut tcsv it:c va ?290< REVISIONS: Dec 18, 2013 COUNTY COMMENTS Jan 15, 2014 BIDDING Feb 3, 2014 COUNTY COMMENTS March 4, 2014 COUNTY COMMENTS O O N N Q W J 00 _J >_ W z � W ~ O � 4-- o O U � . W W C -0 J Q • < ® 3: m Q U Q W �- W m W Q Z M �Q O 0 _O LID O Z DATE: 02/03/14 PROJECT NO: 13016 SCALE: LIGHTING DETAILS 0 m N O T m T 0 r0 O General Notes 1.) THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL FIELD SURVEY CONDUCTED BY VANASSE HANGEN BRUSTLIN, INC. IN AUGUST OF 2013 AND FROM DEEDS AND PLANS OF RECORD. 2.) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL ON- THE - GROUND INSTRUMENT SURVEY PERFORMED BY VANASSE HANGEN BRUSTLIN, INC. IN AUGUST 2013. 3.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN. 4.) HORIZONTAL DATUM IS BASED ON VIRGINIA SOUTH DISTRICT, NAD 1983. ELEVATIONS SHOWN ON THIS PLAN REFER TO THE NAVD OF 1988. 5.) THE PARCEL LIES ENTIRELY WITHIN ZONE X (AREA OF MINIMUM FLOODING) AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR THE CITY OF CHARLOTTESVILLE, VIRGINIA, COMMUNITY PANEL NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 04, 2005. U- STOR -IT CHARLOTTESVILL L PARCEL ID: 061UG -02 -00 -00900 DB. 1632 PG. 632 O% MAR DR 1.729 ACRES U- STOR -IT CHARLOTTESVILLE L PARCEL ID: 061UO -02 -00 -01000 DB. 1632 PG. 632 #3072 BERKMAR DR 2.55 ACRES GRATE INLET TOP= 503.37' INV OUT= 490.17" SANITARY MH RIM = 506.27" wQ INV CL= 492.32 "� INV CLEANOUT= 494.97 INV 8° (A)= 493.42' SANITARY MH INV_ "" (B)= 493.42" SANITARY MH RIM = 504.86" -- - `�� CHAIN LINK ------------------------------------------ \ - \1 ♦ ♦� \ \FENCE - — .. ° _. — _. _ - _ _ .- - - - - -- - -- - - -«-: AIM _�5QD._3J=-------------- -fN -Ef EAN0UT= 497 6 "- *-, 8:- QF - - - - -- `- - rV INV-93 92_____~ \ \ %tom ==- = �=` - _ _ - -------------- `------ .INV _QL = 495,21" VILLAGE OFFlCE CONDOS \ •�\ - ,tl NAIL ---- =;-z.' f �.DI �4`:\ ROD(F). ' / I r / , \ ► 1 , — __ / N 50 08 23 E 576.74' 7EDGE OF \ // / /' / \ \s /_ ✓ S- - / 1 PAVEMENT / I Q ! ! \ \ 1 1 I 2 "" RCP / / �/ � , ,!! \ \ It END OF PJPE 49 / UNKNOWN` / GRATE INLET f i i i i TOP= 497.96' INV IN= 487.06" / ! INV IN(12 °)= 43.31 /' ! INV i N (12 °)- Z493.41 ' i APPROXIMATE LOCATION OF 30" '' >' ' \ INV OUT= 487.06" i i • NON- INCLUSIVE ACCESS EASEMENT DB. 800 PG. 165 ; ,''' ~ /oA oq/ '� y�aj� X03' CONC ��,Q \\ F.F.E.= 502.93' /' ' `�� /' ,' >' // / // �� 1 / l �' o • 1 -STORY BRICK STORM MH % / /,44 / /,' i j' ! ACA ,I COUNTY OF MBE6MIRLE VIRGINIA / //> / + ,/ �/ ,� / , - - - - -� % / ! / PARCEL ID: 06100- OD- 00 -120KO RIM= 507.07' / / r I, %K '.' ,' �' '� _ ) / 1 ,` DB. OS �o Rn w INV IN= 496.77 "' %// / .',�°� /'' %,• ;' `- `\ j // ! ! f // // \i F.F.E.= 502.98' 3.127 ACRES 0 It It ASPHALT - / -,� /-------- '- ---------- `,.,90-GRATE INLET ► 1 e \ GRATE NLET C \ TOP= 496.30' v ! 1 TOP =4 .02" INV IN= 481.85' / ! , °) ti� INV IN= 96.32" INV OUT= 481.55" // / / Z INV OU = 496.27' / / \ lily, /Jill" l'\ ` /''`� ♦`°� ♦���. ♦ ♦\ -- ! N%WN BERKMAR PARK LLC /i / /llI I .,�\ \ \ \ `� \ \ EDGE OF PARCEL ID 06100- 02- 00 -OD400 /' ll O LS, \ `� \ PAVEMENT / / ,° /✓ / /`- _ / r - �/ DB. 1741 PG. 506 ✓ / . /// /, / / _ _ _ W > #3036 BERKMAR DR. ��' /i' /i' /'/ ° 'i %i _-- !'i'''" \ \�`` ♦♦ ` `� \` ♦\ /- -_ _, - ,/ / % ,' /, t / / --r - 1.041 ACRES % /`� \� \\ \ \\ ♦\` \\ `` ` ♦ ` - ~ - - - -' / / / - g 711 x 71 Aj ov /� % /, / a \ ♦ ♦ �` �` / ' ' w ' ' p f CHAIN LINK LLILIJ 74, 46 49 34 W 340.40" \ / / / o / _ FENCE ! CL r 91 'IT r0 ( \ 90 /�' ) \` / i . I /' _to ♦ f I l ,' �I °' \ / 41 ( ♦ / / / / ♦ ♦ I ) f / / 30' PRIVATE ACCESS \ r `� `♦ `♦ ♦` (� / ! ,l! -' . EASEMENT / / („ , ! > I / / ♦ ♦ o ti \ DB. 800 PG. 165 VC ' \( \�\ \ \\ `` / � ! /��ry j � ` ♦\ / � ,' // / >// % !` l �l � ' /moo _ \� _ '� .... _ _ - ! / I , ) I � t S & B REALTY VENTURE LLC PARCEL ID: 06100- 00- 00 -120LO DB. 2474 PG. 180 1.31 ACRES MARTHA JEFFERSON HOSPITAL PARCEL ID: 06100 -00-00 -1200 #721 RIO RD W DB. 4045 PG. 83 4.369 ACRES WORLD MEDIA ENTERPRISES INC PARCEL ID: 04500- 00- 00 -102AO DB. 4194 PG. 501 #685 RIO RD W 3.99 ACRES N= 3918109.67 A-`_E= 11489740.14 ELEV= 517.90 SPIKE NAIL /SET 0 LO N 11. i 0 t \ CONC CURB CONIC CUR GUTTER i EDGE OF IRON PIPE FOUND 1 IRON ROD FOUND PAVEMENT CONCRETE MONUMENT FOUND OIRS IRON ROD SET El CMS I OD I M= DRAIN INLET (DI) ® DRAIN INLET (YDI) I, SANITARY SEWER MANHOLE FM FORCE MAIN VALVE co SEWER CLEANOUT 1 ELECTRIC MANHOLE IT TELEPHONE MANHOLE O WATER MANHOLE O MANHOLE O WATER VALVE 11 FIRE HYDRANT Em WATER METER 4-P SIAMESE CONNECTION PIV POST INDICATOR VALVE (PIV) ® GAS VALVE EIGM GAS METER EB ELECTRIC BOX oEM ELECTRIC METER ❑ HH - HANDHOLE oTPED 0 LO N 11. i 0 t \ CONC CURB CONIC CUR GUTTER i 1 I 0 F.F.E. = 520.97' / A I S 46'43'46" W 431.32' w , IN It U I N \ I � I I { I { { I I { I I I f I { I I �N k�_CONC (URB & GUTTER / <v / 1 i F' I { 1 { 1 { { { l { { { 1 30 0 30 60 SCALE IN FEET I - 1 I 1 - i 1 \ \ I - I 1 I - ! I 4 _ 1 i 1 1 - 1 I 1 - 1 1 1 - \ \ ;i J ) w O f L0 / rn 1 ! I i r ! 1 ! I 1 1 CN CV LIP I t f ! T (/ PK ,. ` NAIL(F) 0 o` 00 / o ~ l _ &N= 3917954.02 E= 11490010.92 ELEV = 520.28 MAG NAIL /SET 0 \ \\ ASPHALT \ J q 0 Ln GRATE I L T TOP =521.6 " INV IN =51 .18 INV OUT 5 8.13" \s STORM M RIM= 522. INV IN =5 7 07' INV OUT =516.7 v Ln 1 \S ��` / CONC CURB & GU TTER STORM INLET TOP= 517.39' INV IN= 511.04' INV OUT= 510.98" Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 115 South 15th Street, Suite 200 Richmond, Virginia 23219 -4209 804 343 7100 a FAX 804 343 1713 Legend I IRON PIPE FOUND 1 IRON ROD FOUND 11 CONCRETE MONUMENT FOUND OIRS IRON ROD SET El CMS I OD I M= DRAIN INLET (DI) ® DRAIN INLET (YDI) I, SANITARY SEWER MANHOLE FM FORCE MAIN VALVE co SEWER CLEANOUT 1 ELECTRIC MANHOLE IT TELEPHONE MANHOLE O WATER MANHOLE O MANHOLE O WATER VALVE 11 FIRE HYDRANT Em 1 I 0 F.F.E. = 520.97' / A I S 46'43'46" W 431.32' w , IN It U I N \ I � I I { I { { I I { I I I f I { I I �N k�_CONC (URB & GUTTER / <v / 1 i F' I { 1 { 1 { { { l { { { 1 30 0 30 60 SCALE IN FEET I - 1 I 1 - i 1 \ \ I - I 1 I - ! I 4 _ 1 i 1 1 - 1 I 1 - 1 1 1 - \ \ ;i J ) w O f L0 / rn 1 ! I i r ! 1 ! I 1 1 CN CV LIP I t f ! T (/ PK ,. ` NAIL(F) 0 o` 00 / o ~ l _ &N= 3917954.02 E= 11490010.92 ELEV = 520.28 MAG NAIL /SET 0 \ \\ ASPHALT \ J q 0 Ln GRATE I L T TOP =521.6 " INV IN =51 .18 INV OUT 5 8.13" \s STORM M RIM= 522. INV IN =5 7 07' INV OUT =516.7 v Ln 1 \S ��` / CONC CURB & GU TTER STORM INLET TOP= 517.39' INV IN= 511.04' INV OUT= 510.98" Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 115 South 15th Street, Suite 200 Richmond, Virginia 23219 -4209 804 343 7100 a FAX 804 343 1713 Legend OIPF IRON PIPE FOUND OIRF IRON ROD FOUND o CMF CONCRETE MONUMENT FOUND OIRS IRON ROD SET El CMS CONCRETE MONUMENT SET OD STORM SEWER MANHOLE M= DRAIN INLET (DI) ® DRAIN INLET (YDI) OS SANITARY SEWER MANHOLE FM FORCE MAIN VALVE co SEWER CLEANOUT OE ELECTRIC MANHOLE IT TELEPHONE MANHOLE O WATER MANHOLE O MANHOLE O WATER VALVE <;* FIRE HYDRANT Em WATER METER 4-P SIAMESE CONNECTION PIV POST INDICATOR VALVE (PIV) ® GAS VALVE EIGM GAS METER EB ELECTRIC BOX oEM ELECTRIC METER ❑ HH - HANDHOLE oTPED TELEPHONE PEDESTAL EICATV CABLE TV BOX 9 TRAFFIC SIGNAL ❑s SIGNAL BOX ❑T TRANSFORMER PAD LIGHT POLE o UTILITY POLE o-- GUY POLE GUY WIRE • BOLLARD — STREET SIGN Q MONITORING WELL Q!l BORING LOCATION ® TEST PIT LOCATION WELL - EDGE OF PAVEMENT CONCRETE CURB CONCRETE CURB & GUTTER GUARD RAIL 0 — CHAIN LINK FENCE SEWER LINE - — - — SANITARY SEWER LINE -OHW • • • — OVERHEAD WIRE E UNDERGROUND ELECTRIC T TELEPHONE LINE —CATV CABLE TV O GAS LINE —w WATER LINE 00000o STONE WALL — TREE LINE 50'RMA— 50 -FT RMA LINE 100'RPA— 100 -FT RPA LINE 100'BZ— 100 -FT BUFFER ZONE -MLW- - - - — LIMIT MEAN LOW WATER —� • • • — LIMIT OF BANK BF1 -100 A VEGETATED WETLAND BOUNDARY WFl -100 2 MINOR CONTOUR - --- -1� ----- MAJOR CONTOUR CONC. PAVEMENT BUILDING Project Title Albemarle County Library 705 West Rio Road Charlottevilles, Virginia Issued for Drawing Title a- Existing Conditions Plan of Land Lic. No. 002-71 September 09, 013 ' Drawing Number SVI Sheet of 1 1 Project Number 33781.00 \ \RICHVA \PROJECTS \33781 /cad /sr /planset /33781 ex.dwg P.2 P.1 � 1 2 I I A3.2 15 3 1.01 1 5.3 ------------------ 9' -0" 7' -10" i 3 3' -0" i A5.1 3 4 5 A3.0 1 6 A7.1 5 I I 8.01 A5.1 19' -0" 3' -0" • e e • e • F, -� - - ° = 1 10' -5" 3 1 2 1 A4.0 A5.1 YA8.2 • o • � • t 12.0,E 19' -0" 8.01 4' 7 4 A5.1 o 1 A5.1 A5.3 i 1 0 2'-0" - _ STUDY 2' -4" 2' -4" - - OMEN ® -' DY STU - - -- I 2 8.01 i - - -- - 2' 0" r , As.o 102 0 104. _ MEN . -- - 107 - - -- �r B 5.01 i 8.04 N I - - -- 2 0 4 C . - - -- OP 2 TYP. - - -- _. 10 C _ - - -- C I, C 1.01 i ' � �� �, ' , . ; " I -� - - � � ' � _ � - - - � - -- , 10.12 ' ' FLEX LOUNGE z ALIGN A8.o -- - i MEETING 1 �' - MEETING 2 s.o4 - - - - I STORA E - - �..: 110 ' 1.01. I A8.0 :2 J �' ALIGN d' 4 .- _.._ __ _. - -- � - 1 , 111 ' Q 2 2 CUSTODIAN D lib I Q - o ' 8.04 L 4 in 9.01 0 22.01 .109 a rn 9.09 8.04 A8.0 8.04 ; STAIR I 107 108 8.04 -- STUDY - - -STUDY 2 o I - o s.os 8.08 AB.o 01 N CAFE 2 •. 4 ?A6 _ 9 i ( 7 1 103 105 5 9.12 - 6 '9.01 - A7.0 D o • 106 D D 14' -0" 5 I A6.1 .1 w.. i A6.2 110.1 11 •�o • 110. VC D -AID - - - �- - - - - ESTIBULE 2' -5 14 -31/ 2' -0" 101A s.o6 ' A8.1 10 ' 1 2 A8.1 CLOSET 8.06 i 10.14 4 100 i I A4.0 i - -j l - - 1 i 6-6" 81 _0, T OnUULRLNE T _W_ I 2 1 A7.1 STAIR- 91/2" 01 S 1 ° STORAGE -- -_ -� 10 -_ - \___1 ' • e • �� • e • • e • e • e • o • e • e • • T 112 T e • e • . • e • e • e • EQE EQ EQ EQ t4'-3 1/2" 4 4'0" 3' -8" 9' -6 1/2" 8' -10" 5-0 1/2" 5' -0 1/2" 9' -6 1/2" ALIGN 12'-9 1/2" 3-5" 7' 0" 1-7" 11- 1-7 107" 5-0 1/2" 18' -5 1/2" •� -7 1' .. 8.04 8.04 10.10 4 1 2 I I 5.02 i A8.0 I I A6.1 1 1 I I I 4 13' -0" - 3 LOBBY 4 •7 - 8.04 4 wz 6 100 L' L 8.04 A7.0 i A7.2 A7.0 2 10.13 A6.2 - �E�IQ -- �E/IT/rQ" I I ------------- i - - - - - - - - - - - ----- - - - - -- I 113 - - - -- ------ 1'_g "----- - - - - -- - - ------ - - - - -- - - -- 1006 1' -8" 1'- 8 "- -� - - -- , 11 i 1.02 i - I - i i 1 i A3.3 i ' F 8.04 10.14 P 8.01 ,1113 v 3 1 1 I 1 I 1 1 1 1.01 A6.4 2 A5.0 A5.0 A5.0 1 2 3 4 5 6 7 8 9 FIRST FLOOR PLAN 29,460 SQ. FT. 1 /6.1 = 1 ' -U" i 1 i I A4.0 i i 8..01 1 A5.2 2 A3.1 11 A6.1 J. ---- - - - - -- i i i i i i i i i i i i 3 i A5.2 i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i 8.01 i i i i i i r A TRUE PROJECT FLOOR PLAN GENERAL NOTES 1 DO NOT SCALE DRAWINGS. DIMENSIONS IN DETAILS SHALL GOVERN OVER SMALL SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 2 DIMENSIONS SHOWN ON THE FLOOR PLAN FOR CONSTRUCTION ARE TO THE CENTERLINE OF COLUMNS TO THE FINISH FACE OF INTERIOR PARTITION OR TO THE EXTERIOR FACE OF EXTERIOR WALLS. 3 PROVIDE BLOCKING FOR SUPPORT OF ALL WALL ATTACHMENTS INCLUDING BUT NOT LIMITED TO WALL ACCESSORIES (HANDRAIL, BUMPERS, GUARDS, ETC), TOILET ACCESSORIES (GRAB BARS, DIAPER CHANGING STATIONS, ETC), BASE AND WALL CABINETS. CONTRACTOR SHALL COORDINATE AND VERIFY ALL REQUIREMENTS FOR ATTACHMENTS. 4 ALL WALL MOUNTED LAVATORIES SHALL BE MOUNTED TO ALLOW FOR 1' -3" MINIMUM BETWEEN THE CENTERLINE OF THE LAVATORY AND FACE OF ADJACENT WALL, UNLESS NOTED OTHERWISE. THERE IS AN ADDITIONAL REQUIREMENT TO PROVIDE A MINIMUM OF 4" BETWEEN SIDE OF LAVATORY AND FACE OF ADJACENT WALL, FIXED EQUIPMENT, CASEWORK. 5 ALL WATER CLOSETS SHALL BE MOUNTED SO THAT THERE IS 1' -6" BETWEEN FACE OF THE CLOSET, ADJACENT SIDE WALL OR TOILET PARTITION AND THE CENTERLINE OF THE WATER CLOSET. THE FLUSH VALVE FOR ALL WATER CLOSETS SHALL BE MOUNTED ON THE "OPEN- MOST" SIDE OF THE WATER CLOSET AT 44" MAXIMUM A.F.F. TO THE TOP. 6 DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION OF CABINETRY. REFER TO GENERAL WOODWORK NOTES FOR ADDITIONAL INFORMATION. 7 CONTRACTOR SHALL BUILD OUT PARTITIONS TO ACCOMMODATE DEPTH REQUIRED BY FIRE EXTINGUISHER CABINETS AND RECESSED POWER PANELS. COORDINATE WITH ENGINEERING DRAWINGS FINAL LOCATIONS OF ALL CABINETS AND PANELS TO BE APPROVED BY THE ARCHITECT. 8 RUBBER WALL BASE SHALL NOT BE INSTALLED ON BASE CABINET TOE KICK UNLESS SPECIFICALLY AUTHORIZED BY ARCHITECT. 9 COLUMN LINES ARE BASED ON RECORD DRAWING PROVIDED BY THE OWNER. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS. 10 PROVIDE WOOD BLOCKING @ALL WALLS WHERE OPERABLE PARTITIONS WILL ABUT. 11 PAINT ALL EXPOSED STEEL. 12 INSTALL NEW 3 5/8" METAL STUDS @ 16" O.C. WITH 5/8" GYP BD, 22 GA.AND R -13 BATT INSULATION AROUND INTERIOR PERIMETER OF BUILDING, TYP. REFER TO DETAIL 1/A6.0. 13 INSTALL FRAMING AS NECESSARY TO MOUNT ANY EXTERIOR WALL PENETRATING ITEMS. SYMBOL LEGEND INDICATES KEY NOTE FOR THIS DRAWING ONLY. `- SEE KEY NOTES LIST. FLOOR PLAN KEYNOTE LEGEND 0.25 PREFABRICATED THROUGH -WALL DEPOSITORY 1.01 EDGE OF CANOPY OR WALL ABOVE. 1.02 EDGE BELOW. 3.03 CONCRETE SPLASH BLOCK. 5.01 PAINTED STRUCTURAL STEEL COLUMN, TYPICAL. SEE STRUCTURAL SERIES DRAWINGS 5.02 GLASS GUARD RAIL ASSEMBLY 5.64 PERFORATED SCREEN WALL 8.01 PREFINISHED EXTERIOR ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING. ALL GLASS IS TYPE "GL" UNLESS NOTED OTHERWISE. 8.02 PREFINISHED ALUMINUM SLIDING TRANSACTION WINDOW. 8.03 OVERHEAD ROLL -DOWN SECTIONAL GARAGE DOOR ASSEMBLY 8.04 PREFINISHED INTERIOR ALUMINUM STOREFRONT SYSTEM 8.05 ALUMINUM WINDOW 8.06 PREFINISHED EXTERIOR ALUMINUM AUTOMATIC SLIDING ENTRANCE SYSTEM 8.08 SIDE FOLDING GRILLE 9.01 MILLWORK PROVIDED UNDER ALLOWANCE. INSTALL BLOCKING PER CABINETRY BLOCKING SECTION ON A10.7 9.09 COAT ROD AND SHELF ABOVE 9.12 EXTEND ROOM FINISHES 9.13 CORNER GUARDS ON OUTSIDE CORNERS IN STAFF AREA, TYP. 10.02 GLASS RAIL SYSTEM 10.03 DRIVE -UP BOOK RETURN 10.04 WALK -UP BOOK RETURN. VERIFY MOUNTING HEIGHT WITH OWNER. 10.10 RECESSED FIRE EXTINGUISHER CABINET 10.11 SURFACE MOUNTED FIRE EXTINGUISHER CABINET 10.12 OPERABLE WALL SYSTEM, COORDINATE POCKET DIMENSIONS WITH MANUFACTURER 10.13 OPERABLE GLASS WALL SYSTEM, COORDINATE POCKET DIMENSIONS WITH MANUFACTURER 10.14 KNOX BOX 22.01 PLUMBING FIXTURE, SEE PLUMBING SERIES DRAWINGS 23.01 MECHANICAL LOUVER. REFER TO MECH. DWGS. 32.01 CHAIN LINK FENCE /GATE 32.02 CHAIN LINK FENCE /GATE BY OWNER 32.03 DUMPSTER BY OWNER