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Home My WebLink AboutSDP200900029 Plan - Approved 2009-10-01FINAL SITE PLAN AND SITE PLAN AMENDMENT FOR LUXOR COMMERCIAL CANTER, LOT it RYoh;rwnd Road Yaeiaple NidtA R/)/ TM 78 PARCEL 55 A4 LOT A DB 1515 PAGE 677 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA cne>nt • sSDP U. DB 15Pa-718 Lot D Won LLC seas-aso '. 05 ACS Ileat+n"OaCanhrbClBt - c ip . Ridpe DB 150P-503 Use: Resider{ Zonea PRD TYP 76.d6APC.- Use Reat aunt Smud• H„ -6C CURRENT1DEVELOPMENT PLANNER CURRENT V OPMENT ENGINEER Z MW ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEP ENT OF TRANSPORATI 1/ ro(( 09 VICINITY MAP PROVIDED BY GOOGLE MAPS C1 COVER SHEET C2 GENERAL NOTES & SITE DATA C3 PROFFERS C4 OVERVIEW/APPROVED SITE PLAN C5 DEMO/EXISTING CONDITIONS C6 SITE PLAN C7 GkADING AND UTILITY PLAN C8 LANDSCAPE PLAN C9 LIGHTING PLAN CIO STORM SEWER PIPE PROFILES C11 DROP INLET DRAINAGE CALCULATIONS C12 UTILITY DETAILS OWNER,./DEVELOPER:— TMP 78-55A4: Luxor LLC. 195 Riverbend Dr. Charlottesville, VA 22911 c 0 9 E 0 0 a L AW' W c W S LrrPHelo o U NEAL N. UGHT Lic. No. 22402 oN QV 4f t P/ b g w SIONAL a i= m 0 Y W 2 U o z 0 w A m4 L.L 0 CIO 0 W z co0 w 0 m Q, CD O A p\p z to U N I0-4 V t:.7 to U i V I I LLI z IJWcc U- r- O w w w E--4 o z U a Q a4 '-;4 w o E; U 0 w Q E— C:) w w W N DDR PROJECT NO: 5212 INDEX TITLE: c 1 SHEET NO: 1 OF 12 DATE: 04-14-2009 BUILDING SETBACKS: SITE DATA & GENERAL NOTES CONC CONCRETE ABBREVIATIONS LEGEND Amendment 243 20' FRONT ON ROLKIN ROAD COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. TRM TO REMAIN GENERAL UTILITY NOTES BOA BLOW OFF ASSEiSILY MH MANHOLE STACKING SPACES FOR BANK = 2 DRIVE THRU LANES x 3 PER LANE + 3 EXTRA 30' FRONT ON U.S. 250 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON 'THE PIPE CONFIGURATIONS SHOWN ON CY CUBIC YARDS R/W RIGHT OF WAY SITE DATA MAXIMUM BUILDING HEIGHT: 35' THESE PLANS AND LOCAL MUNICIPAL. STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. GENERAL CENTER TO CENII:ER EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION LEGAL REFERENCE: 1. CONTACT MISS UTILITY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE FT FUEL TANK TYP PAVING SPECIFICATIONS: 6" - #21A AGGREGATE BASE MATERIAL THE DRAWINGS. DIA DIAMETER SQ TM 78, PARCEL 55A4, LOT A CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN ARAN ABANDON(ED) IFIRON FOUND PROPERTY UNE 16"' STATION DFC DRAINFIELD CORNEER OHE OVERHEAD ELECTRIC SIDEWALKS: 4" -4000 PSI CONCRETE ACCEPTANCE OF ALL UTILITIES. SATISFACTION. DAILY EQUATION T = 10.42X + 409.04 R"2 = 0.88 X 153, T AADT 2004 TRIPS/DAY OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. vvV........... x 125 TC TOP OF CURB ELEVATION SOURCE OF TITLE FOR PARCELS: PARCEL 55A4. -DB 3520-357 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE ADJ ADJUST IS IRON SET r _ _ _ _ ADJACENT PROPERTY LINE 1 t' '=' :: x 125 BC BOTTOM OF CURB ELEVATION BUILDING: 0 SF 0 3,193 SF 14.4 REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE o INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ET ELECTRIC TRANSFODRMER PVC POLYVINYL CHLORIDE PAVED: 0 SF 0 16,331 SF 73.9 12.ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR EP OWNER/DEVELOPER: PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE APRX APPROXIMATE LOD LIMIT OF DISTURBANCE VACATED PROPERTY LINE Ew x 125 FL FLOW UNE ELEVATION TMP 70-55A4: UTILITIES, Nat DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. 13.WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE DATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL ?'• OF ANY CONSTRUCTION. DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL W LUXOR LLC. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, BFC BOTTOM FACE CUIRB LF LINEAR FEET u BUILDING SETBACK UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ITL 17 ' RISK. 195 RIVERBEND DR. AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING GL GAS LINE TPD TELEPHONE PEDESTAL 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART x 125 EOP EDGE OF PAVEMENT ELEVATION CHARLOTTESVILLE, VA 22911 UTIUTIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BFE BASEMENT FLOOR' ELEVATION LT LEFT PARKING SETBACK 1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL GP GUY POLE UP UTILITY POLE FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS EXISTING ZONING: POMC: PLANNED DISTRICT MIXED COMMERCIAL 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT BM BENCHMARK MAX MAXIMUM x 125 SPOT ELEVATION EC: ENTRANCE CORRIDOR THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS. WL WATER LINE ZONING LINE x 125 TW TOP OF WALL ELEVATION AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF BC BUILDING CORNER; MIN MINIMUM WV WATER VALVE 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL MAGISTERIAL DISTRICT: RIVANNA THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR 4. AREAS ON ';HCH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALL BE FREE OF 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM I s " x 125 VSMP), GENERAL CONSTRUCTION PERMIT (CX;P) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND MATERIAL WITH THE CHARAC1iDtISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. BOW BOTTOM OF WALL. MON MONUMENT CONCRETE LIMITS OF DISTURBANCE INTENT WITH THE AND PREPARE A STORIOR T PREVENTION PLAN IN ACCORDANCE WITH THE VSMPGCPASTMNOTICE BW BOTTOM OF WALL ELEVATION SOURCE OF BOUNDARY SURVEY: BLA PLAT BY DOMINION DEVELOPMENT RESOURCES, LLC. 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. pm TEST PIT LOCATION/BORING LOCATION DEED BOOK NUMBER 3683, PAGE NUMBER 560 BE INSTALLED ACCORDING TO COUNTY STANDARDS. BS BOTTOM OF SLOPPE NTS NOT TO SCALE FLOODPLAIN LIMIT WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 6. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL REGULATIONS, AND SIPECIFlCATIONS GENERAL WATER & SEWER CONDITIONS ORDINANCES AND STATUTES. 7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 1. 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CG12 ACCESSIBLE CURBB RAMP PRVD PROVIDED UNDISTURBED BUFFER ZONE UTILITY REPRESENTATIVES. CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE 2. BENCHMARK SOURCE OF TOPOGRAPHY: AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: AND WHERE SHOWN, ARE ONLY APPPROXIMAIELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. UNDERGROUND LINES AND STRUCTURRES AS NECESSARY. GENERAL NOTES AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON 04/11/02. USGS DATUM. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CF CUBIC FEET RRADIUS CONSTRUCTION SPECIFICATIONS AS AADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. AMERICANS WITH DISABIUTIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. IRON FOUND MODIFIED WITH AS -BUILT ROAD SURVEYS FROM ADJOINING DEVELOPMENT 543.58 FT ON TOP OF DI ON EXISTING ROLKIN ROAD A. IMPERVIOUS SURFACES: FLUSH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CL CHAIN LINK EDGE OF GRAVEL 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE IRON SETBENCHMARK : B. PERVIOUS FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. REQD REQUIRED ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS INaTHE BUILDING SETBACKS: 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE CONC CONCRETE RT RIGHT Amendment 243 20' FRONT ON ROLKIN ROAD COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. TRM TO REMAINNOTLESSTHAN95XOFMAXIMUMDENSITY; IN ACCORDANCE NTH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. BOA BLOW OFF ASSEiSILY MH MANHOLE STACKING SPACES FOR BANK = 2 DRIVE THRU LANES x 3 PER LANE + 3 EXTRA 30' FRONT ON U.S. 250 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON 'THE PIPE CONFIGURATIONS SHOWN ON CY CUBIC YARDS R/W RIGHT OF WAY MAXIMUM BUILDING HEIGHT: 35' THESE PLANS AND LOCAL MUNICIPAL. STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. C/C CENTER TO CENII:ER SE SPOT ELEVATION CPD TELEVISION PEDE1TfAL MHE MANHOLE (ELECTRIC) - 6. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON J. CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE FT FUEL TANK TYP PAVING SPECIFICATIONS: 6" - #21A AGGREGATE BASE MATERIAL THE DRAWINGS. DIA DIAMETER SQ SQUARE 2" - SM -9.5A SURFACE MATERIAL 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE DC DECK CORNER STA STATION DFC DRAINFIELD CORNEER OHE OVERHEAD ELECTRIC SIDEWALKS: 4" -4000 PSI CONCRETE ACCEPTANCE OF ALL UTILITIES. DAILY EQUATION T = 10.42X + 409.04 R"2 = 0.88 X 153, T AADT 2004 TRIPS/DAY OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. vvV........... DI DROP INLET OHT OVERHEAD TELEPHONE 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SEC11ON 217. DW DRIVEWAY SW SIDEWALK 7 LAND USE SCHEDULE: PRE -DEVELOPMENT X POST -DEVELOPMENT X 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. EC EDGE OF CONCRETE TBA TO BE ABANDONED CONTRACTOR'S COORDINATION RESPONSIBILITIES BUILDING: 0 SF 0 3,193 SF 14.4 Z o INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ET ELECTRIC TRANSFODRMER PVC POLYVINYL CHLORIDE PAVED: 0 SF 0 16,331 SF 73.9 12.ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR EP EDGE OF PAVEMEENT TBC TOP BACK CURB U PERVIOUS 22,099 SF XCI 2.575 SF 11.7 TOTAL 22,099 SF 110 22,099 SF 100 NOTED ON THE PLANS ES END SECTION TBR TO BE REMOVED 13.WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE DATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL ?'• OF ANY CONSTRUCTION. DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL W FO FIBER OPTIC TOP TOP ELEVATION r 4. CONTRACTOR TO VERIFlY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. LUXOR COMMERCIAL OVERALL PARKING SCHEDULE Parking Required Parking Provided Approved SDP 227 227 Amendment 243 247 FACIUTIES PARKING SCHEDULE Building # GSF Use Ratio/Multiplier Required Provided 6 3193 Financial 200 16 24 Total 3193 16 24 HC Spaces 1 1 Included in Table EXIST EXISTING TC TOP OF CURB 14.FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO FC FENCE CORNER TRM TO REMAINNOTLESSTHAN95XOFMAXIMUMDENSITY; IN ACCORDANCE NTH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. BOA BLOW OFF ASSEiSILY MH MANHOLE STACKING SPACES FOR BANK = 2 DRIVE THRU LANES x 3 PER LANE + 3 EXTRA PSS, TRENCH DRAIN 15.CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO FL FENCE LINE TOW TOP OF WALL...........::..............r.:....... CONSTRUCTION OF SUBBASE AND/OR PAVING. FFE FINISHED FLOOR EEIEVATION TS TOP OF SLOPE 16.THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED GAS LINE CPD TELEVISION PEDE1TfAL MHE MANHOLE (ELECTRIC) - ITE TRIPTRIP GENERATION FOR LUXOR COMMERCIAL (COMPLETE DEVELOPMENT) X = 1000 SF GROSS FLOOR AREA J. CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE FT FUEL TANK TYP TYPICALALBEMARLECOUNTYSERVICEAUTHORITYSGENERALWATERANDSEWER STANDARDS AND SPECIFICATIONS OF VDOT. GE GROUND ELEVAICON WET WETLANDS _ ITALL WATERUNES AND SANITARY SEWERUNIES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" VERTICAL CLEARANCE OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS GR GUARDRAIL WSE WATER SURFACE EDGE 18.PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE. CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. UTILITY µ EDGE OF PAVEMENT ROLL TOP CG -2 STANDARD 6" CURB CG -3 STANDARD 4 CURB CG -6 COMBINATION 6" CURB & GUTTER CG -7 COMBINATION 4" CURB & GUTTER 4K 19.ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC 4`s ARV AIR RELEASE VAIVAE LP LIGHT POLE w CODE. SIGN ROOF DRAIN 20.ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76. UNLESS INDICATED OTHERWISE ON 9"S _ BOA BLOW OFF ASSEiSILY MH MANHOLE STACKING SPACES FOR BANK = 2 DRIVE THRU LANES x 3 PER LANE + 3 EXTRA PSS, TRENCH DRAIN CO CLEANOUT MHD MANHOLE (DRAINAGE) 9 REQUIRED / 10 PROVIDED WATER UNE 4••FP REQUIREMENT BASED ON APPROVED STACKING WAIVER - 05.20.05) 21.ALL CONDENSE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOAC NATIONAL PLUMBING CODE. 2••DW- WATER SERVICE LINE L ............. c GAS LINE CPD TELEVISION PEDE1TfAL MHE MANHOLE (ELECTRIC) - ITE TRIPTRIP GENERATION FOR LUXOR COMMERCIAL (COMPLETE DEVELOPMENT) X = 1000 SF GROSS FLOOR AREA 22.EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, 0. ........ ..... UGE LAND USE CODE (750) - OFFICE PARK T = AVERAGE VEHICLE TRIPS PER DAY TO MATCH FINISHED GRADES. GHT - CATV CABLE TELEVISION MHS MANHOLE (SEWER) PEAK MORNING EQUATION Ln(T) = 0.84 Ln(X) + 1.51 R"2 = 0.87 GENERAL CONSTRUCTION NOTES (PART ONE) UNDERGROUND TELEPHONE LINE CMP CORREGATED METHAL PIPE MHU MANHOLE (UTILITY) X = 153, T PEAK HOUR MORNING = 310 TRIPS/DAY CABLE TV CO2 w PEAK AFTERNOON EQUATION T = 1.21X + 106.22 R"2 - 0.91 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE DFC DRAINFIELD CORNEER OHE OVERHEAD ELECTRICX = 153, T PEAK HOUR AFTERNOON = 292 TRIPS/DAY OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS DAILY EQUATION T = 10.42X + 409.04 R"2 = 0.88 X 153, T AADT 2004 TRIPS/DAY OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. WATER WELL DI DROP INLET OHT OVERHEAD TELEPHONE o U 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. U DIP DUCTILE IRON PIPEE V PP POWER POLE CONTRACTOR'S COORDINATION RESPONSIBILITIES 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE Z o INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ET ELECTRIC TRANSFODRMER PVC POLYVINYL CHLORIDE 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. C GAS METER EW END WALL RCP REINFORCED CONCRETE PIPE 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID w U EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH 5, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE FH FIRE HYDRANT SAN SANITARY OR REFERENCED IN THE RECORDED EASEMENT. ACHIEVED. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL ?'• OF ANY CONSTRUCTION. DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL W FO FIBER OPTIC TOP TOP ELEVATION r 4. CONTRACTOR TO VERIFlY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. FT FUEL TANK .............................. TP TELEPHONE POLEENGINEERFORCLARIFICATIONAND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ITL 17 ' RISK. GL GAS LINE TPD TELEPHONE PEDESTAL 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART COMPLETED INCLUDING UTILITY POLES. 1926). GM GAS METER TSV TAPPING SLEEVE & VALVE 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. GENERAL CONSTRUCTION NOTES (PART TWO) GT GREASE TRAP UE UNDERGOUND ELECTRIC 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS. SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED 1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL GP GUY POLE UP UTILITY POLE FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. EDGE GW GUY WIRE UT UNDERGROUND TELEPHONE CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, GV GATE VALVEANDOTHERCONCRETEANDPAVEDSURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS. WL WATER LINE 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS. (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT UMI7ED T0. ALL UTIUTIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS HDPE HIGH DENSITY POULYETHYLENE W I WATER METER .............:.... GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY INV INVERT SHALL BE INCLUDED IN BASE BID. STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOL IS MORE THAN THE DENSITY SPECIFIED, THEN WV WATER VALVE 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 4. AREAS ON ';HCH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALL BE FREE OF 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM DEBRIS. ROOTS. WOOD, SCRAP MATERIAL. VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OB,ECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOILVSMP), GENERAL CONSTRUCTION PERMIT (CX;P) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND MATERIAL WITH THE CHARAC1iDtISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND ORECREATION (OCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE AREC (D ISD FILL MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM INTENT WITH THE AND PREPARE A STORIOR T PREVENTION PLAN IN ACCORDANCE WITH THE VSMPGCPASTMNOTICE D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL REGULATIONS. ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 5, ALL FINISHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 13. CONTRACTOR SHAD_ BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 6. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL REGULATIONS, AND SIPECIFlCATIONS GENERAL WATER & SEWER CONDITIONS ORDINANCES AND STATUTES. 7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 1. WORK SHALL BE SUBJECT TO INSPECCTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE 15. 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 UTIUTY SERVICE DISCONNECTS WITH THE IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL., GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND RESPONSIBLE FOR NOTIFYING THE PRROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. UTILITY REPRESENTATIVES. CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE 2. THE LOCATION OF EXISTING UTIUIIESS ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PUNS AND WHERE SHOWN, ARE ONLY APPPROXIMAIELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. UNDERGROUND LINES AND STRUCTURRES AS NECESSARY. GENERAL NOTES 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL CONSTRUCTION SPECIFICATIONS AS AADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. AMERICANS WITH DISABIUTIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY (1-800-552-7001). 3. SIDEWALKS ADJACENT TO PARKING SHALL. HAVE A MINIMUM WIDTH OF 6 FEET. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE 4. TO THE BEST OF OUR BEUEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS INaTHE B. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. EDGE OF PAVEMENT ROLL TOP CG -2 STANDARD 6" CURB CG -3 STANDARD 4 CURB CG -6 COMBINATION 6" CURB & GUTTER CG -7 COMBINATION 4" CURB & GUTTER 4K BUILDING ENTRANCE 4`s LOADING DOCK BOLLARD SIGN r r STEEL GUARDRAIL n WOOD GUARDRAIL PATH TREE LINE FENCE BLOCK WALL a RETAINING WALL STREAM / WATER COURSE POND 12 - INTERVAL CONTOUR 00 INDEX CONTOUR PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE EN CG -12 HANDICAP PARKING VAN -ACCESSIBLE HANDICAP PV?KING V SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT CONCRETE SIDEWALK RIPRAP NEW ASPHALT GRASS ROOF DRAIN EC -2 BLANKET MATTING 9"S _ EC -3 TYPE A i nru irn ao=n=n=u=n=u= EC -3 TYPE 8 TRENCH DRAIN KTLAND SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT a 4 0 NEAL N. WRIGI T 9 Lic. No. 22402 o9 mow. q9NAL A UD - UNDERDRAIN STORM SEWER RD ROOF DRAIN VS 9"S _ SEWER LINE WATER VALVE & BOX TRENCH DRAIN 6•.W WATER UNE 4••FP FIRE PROTECTION LINE a••.......... 2••DW- WATER SERVICE LINE L ............. c GAS LINE F --- OHE - OVERHEAD ELECTRIC WIRE 0. ........ ..... UGE UNDERGROUND ELECTRIC afff ,__._._. GHT - OVERHEAD TELEPHONE LINE 0 - UGT - UNDERGROUND TELEPHONE LINE WV ._..._ CATV - CABLE TV a 4 0 NEAL N. WRIGI T 9 Lic. No. 22402 o9 mow. q9NAL A U m NNcOQ C3*10 o aft4>-Tp WATER VALVE & BOX t- ,_ C CQ m O JV0 C U FIRE HYDRANT E C W0 z U CO2 w Cn a 4 0 NEAL N. WRIGI T 9 Lic. No. 22402 o9 mow. q9NAL A DRAIN INLET (DI) m a STORM/SANITARY MANHOLE c z x ct) PLUG OR STUBm w o HEADWALL ca SEWER CLEANOUT 0 m WATER VALVE & BOX zJ CQ m O v FIRE HYDRANT 1 Y WATER METER z U CO2 w Cn O w W w WATER WELL C o U U V V Z o CD C GAS METER w U E-+ 1 Z J F- F - W W A DDR PROJECT NO: 5212 z DRAIN INLET (DI) m a STORM/SANITARY MANHOLE c z x ct) PLUG OR STUBm w o HEADWALL ca SEWER CLEANOUT 0 u.i WATER VALVE & BOX zJ CQ m O FIRE HYDRANT 1 WATER METER z Q CO2 w Cn O W w WATER WELL C o U V V GAS VALVE CD C GAS METER w U E-+ LIGHT POLE TQ TRANSFORMER PAD U1ILITY POLE GUY POLE MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. INDEX TITLE: C 2 SHEET NO: 2 OF 12 DATE: 04-14-2009 u.i z Iw U_1 zJ CQ m O 1 z Q w W w C CD w Q E-+ 1 Z J F- F - W 2 CIO DDR PROJECT NO: 5212 INDEX TITLE: C 2 SHEET NO: 2 OF 12 DATE: 04-14-2009 DRIP LINE SNOW FENCE BOARD :FENCE SCJ S: C ntractc}r stet three (3) close to drip to install plastic reet on center. line as passible. fencing With wooden posts Fencing shall be placed as TREE PROTECTION FENCING DETAIL NOT TO SCALE CONSERVATION PLAN CHECKLIST Ed 1. The following items shall be shown on the plan: Trees to be saved; Limits of clearing (outside drip line of trees to be saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. E 2. Markings: All Treesfo be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site, d 4. Equipment Operation & Storage: Heavy equipment, velhicular traffic and storage of construction materials including soil shall not be Permitted within the driplines of trees to be saved. f 5. Soil Erosion & Storm water Detention Devices: SucF devices shall not adversely affect rees to be saved. 6. Fires: Fires are not permitted within 100 feet of the drip line of trees to be saved. E 7. Toxic Materials: Toxic aterials s all not be stored within 100 feet of the drip line of trees to be saved. U 8. Protective Fencing: Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. U/ 9. Tree Wells: When the ground level must be raised within the drip line of a tree to be saved, a tree wall shall be provided and a construction detail submitted for approval. D FENCE Ed 10. Tree Walls: When the ground level must be lowered within the drip line of a tree to be saved, a tree well shall be provided and a construction detail provided. EZ(11. Trenching & Tunneling: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: Protectivefencing shall be the last items removed during final cleanup. d13. Damaged Trees: Damaged trees sh-Ta 1 be treated immediately by pruning, fertilization or other methods recommended by o tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE DATE) DATE) Proffers for ZMA2004-0012 Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning request. 1.The location of the structures relative to the exterior public streets, ingress and egress points, and sidewalks to the exterior public streets, ingress and egress points, and sidewalks shown on the application plan may not be varied under Albemarle County Code § 18-8.5.5.3, in effect on October 12, 2005, a copy of which is attached hereto as Exhibit A, from that as shown on the plan produced by Rivanna Engineering, dated October 13, 2004, last revised July 27, 2005, entitled "Application Plan for Luxor Commercial Center", herein referred to as the Application Plan." 2. Permitted uses of the property, and/or uses authorized by special use permit, shall include only those uses allowed in Albemarle County Code § 18-22 in effect on October 12, 2005, a copy of the section being attached hereto as Exhibit B, except the following: a. The following retail sales and service establishments: 1. Department store. 2. Retail nurseries and greenhouses. b. The following services and public establishments: 1. Cemeteries. 2. Indoor theaters. 3. Laundromat (provided that an attendant shall be on duty at all hours during operation). 4. Automobile service stations (reference 5.1.20). 5. Automobile, truck repair shop excluding body shop. (Added 6-3-81; Amended 9-9-92) 3. No building permit shall be issued unless and until the Director of Planning, or his assigns, determines that those building facades that are not governed by o certificate of appropriateness issued by the Albemarle County Architectural Review Board are in general accord with the "Perspective View from Route 250 Looking NW," prepared by Bob Anderson anddotedJanuary19, 2005, which is attached hereto as Exhibit C. The facades shall be determined to be in general accord if the form, massing, character and detailing conform in allmaterialrespectstothebuildingelevations. The exterior colors of the buildings shall be earth tone. 4. A plaza shall be provided between the two larger buildings fronting Route 250. This space shall be no smaller than shown on the Application Plan and shall include outdoor amenities e.g., landscaping, sidewalks, benches, tables). There will be a pedestrian passage that connects the plaza and the parking lot behind the buildings. This passage shall be a minimum of 20 -feet wide and may have a roof and support structures (e.g. columns), but shall remain open on two sides (i.e., shall not have walls, windows or doors). A certificate of occupancy for buildings four and five will not be issued until the plaza between these buildings is constructed. The plaza will be constructed of concrete. The plaza material may be altered if approved bytheDirectorofPlanning. 5. Prior to the first final site plan approval, the owner shall submit a tree conservation plan (the "plan") prepared by a state certified arborist for the two large existing evergreen trees in the southeastern corner of the site, as shown on the plan. The plan shall be submitted to the Director of Planning for review and approval to assure that all applicable requirements have been satisfied. The plan shall specify tree protection methods and procedures, including fertilizing, tree protection fencing and mulching. The approved plan shall be complied with during and after development of the property. When the tree conservation plan is submitted, the owner also shall submit a bond or other form of surety in an amount of $2,000 to guarantee the replacement of one or both trees in the event that either or both die or are damaged for a period of 2 years after approval of the final site plan for the land on which the two trees are located. The bond or other surety shall be in a form acceptable to the County Engineer and the County Attorney. The location of any sidewalk or any other improvements within 15 feet of either of the trees shall be subject to design review during review of the first preliminary site plan for the land on which those sidewalks, other improvements, or the two trees are located t by the Director of Planning. 6. The Owner of TMP 78-55A4 shall construct a two lane road between the Rolkin Road Roundabout and the eastern boundary line of the site, as generally depicted on the Application Plan and labeled "Aunt Sarah's Lane." This road shall be constructed in conjunction with the first final site plan approved for the area under this rezoning and shall meet VDOT design and construction standards. The purpose of this road shall be to provide for the ultimate interconnection to the Route 250/ State Farm Boulevard (Route 1117) intersection. In conjunction with the approval of the first final site plan approved for the property, the Owner of TMP 78-55A4 shall reserve the necessary right of way of the two lane road, including all necessary drainage easements, for future dedication to the County and will dedicate this right of way upon demand by the County. A plat showing future dedication to be accepted by the Board will be prepared at the Owners expense. 7. The Owner of TMP 78-55A4 shall construct a five (5) foot wide pedestrian asphalt path from Aunt Sarah's Lane to the property's common line with West Minster Canterbury in thegenerallocationshownontheApplicationPlan. The purpose of this path shall be to facilitate an ultimate pedestrian connection to West Minster Canterbury. This path shall be constructed in conjunction with the first final site plan approved for the property. 8. The Owner of TMP 78-55A4 shall provide a bicycle rack to hold at least 5 bicycles at a location on TMP 78-55A4 to be determined with the first site plan approved for the property. The bicycle rack shall be installed prior to the issuance of the first certificate of occupancy on the property. 9. At such time as a public road interconnection is made between the Route 250/ State Farm Boulevard (Route 1117) intersection and the two lane road referenced in Proffer No.6 the Owners of TMP 78-55A4 and TMP 78-55D, and any parcels) of record which may be created therefrom in the future shall close the ingress into their parcels at the current Aunt Sarah's entrance on Route 250. Conditions of approval for SP -2004-038: The Board unanimously approved SP -2004-038 to allow a drive-in window for a bank on Tax Map 78, Parcel 55A4 in the Rivanna Magisterial District in conjunction with the ZMA 2004-012 application plan dated October 13, 2004 with the following conditions: 1. Drive-through windows will be limited to three (3), including one to be used for an ATM; 2. Architectural Review Board issuance of a Certificate of Appropriateness; and 3. Applicant is responsible for installation and maintenance of control devices such as signage, and pavement markings as indicated on the application plan. The crosswalk just beyond the drive -up window bays for the bank shall be identifier' with crosswalk signage on either side of the drive aisle. Conditions of approval for SP -2005-002: The Board unanimously approved SP -2005-002 to allow for a veterinary office on Tax Map 78, Parcel 55D in the Rivanna Magisterial District in conjunction with the ZMA 2004-012 application plan dated October 13, 2004 with the following conditions: 1. A separate entrance and exit shall be provided for the clinic in accordance with Section 5.1.11d; 2. No outdoor exercise area shall be permitted; 3. A note shall be added to the plan to identify the two (2) trees that are to be bonded; 4. The veterinary clinic be identified as located in building 4; and 5. Architectural Review Board issuance of a Certificate of Appropriateness. VARIABLE Slope Varies COMPACTED SUBGRADEJ 95% COMPACTED 6"- VDOT 21A BASE MATERII r_2_'_ Typical Paving Section Detail NOT TO SCALE VD ST VARIABLE WIDTH CLASS A-3 CON C. SLOPE: 1/4" 1" (MAX) - i• 4„ OT 21A COMPACTED SUBGRADE ONE BASE 95% COMPACTED 3_ T ical Sidewalk Cross Section C3)NOT TO SCALE y y a w tiTH C>aO U EAL N GHT Lic. No. 22402 0 N C U 0 d E C W A 0 y y a w tiTH U EAL N GHT Lic. No. 22402 I ONAL d A m 0 w Y W x U Cn Z o z O v A Z 0 V1 m n w x U co w 0CMCD cm CD A CO C__5 0 V Z Ems,,, ui U C V U U U I I LLI Q Z IWJ LLrNCh O t: W Z P4 O Q E-4 w E-1 O Z U W 1 W w O zw O E-4 p.i O Cl) W Q E4 x Z J F - Z F --i W LU DDR PROJECT NO: 5212 INDEX TITLE: C3 SHEET NO: 3 OF 12 DATE: 04-14-2009 N N cp"D> C sC cC E L 0 W S t s P ar° oho v NEAL N WRIGHT 9 Lic. No. 22402 SJONAL Www A 00 wY W S U c) O W mm A m W O 0 cn LU m Q m O O W rnQU V I I fij Q Z W J O Z N Q O > H o N O 1-4 Z W O w z Z w w i DDR PROJECT NO: 5212 INDEX TITLE: C4 SHEET NO: 4 OF 12 DATE: 04-14-2009 u JJJ JyJ# { PHASE LINE TYPICAL U.S. 250 WEST BOUND LANES RICHMOND ROAD, STR 12B2 RASE A IAINING WALL AND INSTRUCTION OF IMPROVEMENTS. 1 / 10 20 30 SCALE: 1 1 C _ nN(VCO't Ca K L a" s m m co CC) c 4 4- v D0 c E i is '+ 43 f i ACCESS EASEM E TO BE VACATE[ JJJ JyJ# { PHASE LINE TYPICAL U.S. 250 WEST BOUND LANES RICHMOND ROAD, STR 12B2 RASE A IAINING WALL AND INSTRUCTION OF IMPROVEMENTS. 1 / 10 20 30 SCALE: 1 1 C _ nN(VCO't Ca K L a" s m m co CC) c 4 4- v D0 c E i 0W 43 f i x IL+ POr O U AL WRIGHT 9 Lic. No. 22402 ONAL A j: m Y U W 2 U z O x z v U m A D m G W Z z 0 w oC3 A Cc CD cCD w Zrnrn j U U C7 O U a w Q Z, gI 1 ml n-4- I wJ u- r - FSI O J Z Z F-4 P4 O --i WYJ Erpr z Z V Fyl V 1 T 1 V 1 Fi Fri W Q J D Z z W w DDR PROJECT NO: 5212 INDEX TITLE: c u SHEET NO: 6 OF 12 DATE: 04-14-2009 WM 1' it EX15TING I O' ELECTRICAL EA5EMI=NT D5 4GG PG 50G NOTE: LOWEST LINE ON THE POLE5 15 13' ABOVE EX15TING GROUND) M.' U.S. 250 WEST BOUND LANE RICHMOND ROAD VARIABLE WIDTH R1W l j C L a o^i ani• v O N E O W FO kfC3 ........... ..r. i,.'ISTR 12132 EXISTING --- h ..... _....__. _ _.......... s GAS N Kllff,llm 1 y -mss N N m 6 C o C L a o^i ani• v O N E O W 1 t5 j N N co V < a o 9 AL N. IGHT Lic. No. 2402 g l ro /o g SIONAL 1 ww m yD U W U z oR z cn vO W m A za Q Y m O W z 0 m 0CD1-1 OFC2 orm A O m m D m CL O C/] ui U Z 0 C m U U U U I a W I d lid J QJ z—1 ml r Z W Icy W V 0 W Q C J F- DDR PROJECT NO: 5212 INDEX TITLE: C 7 SHEET NO: 7 OF 12 DATE: 04-14-2009 A4) -XISTING JV 12' TALL} NEW TEMPORARY LANDSCAPING AND ! I GRADING EASEMENT TREES AND SHRUBS ON THE ADJACENT PARCEL 128 WHICH ARE DISTURBED OR DAMAutD DURING CONSTRUCTION SHALL BE REPLACED. EXISTING RED CEDARS MAY BE REPLACED BY MEDIUM TO LARGE SHADE TREES WITH A MIN. OF 2.5" CAL. FROM THE ALBEMARLE COUNTY APPROVED PLANT LIST. TREE PROTECTION FENCING EXISTING CENTEL EASEMENT :i DBI 136-613 ' r 1 XI t 1, XISTING AR L t,. ACCESS EASEMENT TO ROLKIN ROAD 1 A NEW 10' RIVA SANITARY 'SEN New 4" PVC Private Lateral 4) S -ICH GAS AS D EXISTING 20SANITARY SEWER EASEMENT to D5 1815-709" 1" -P1 OL a"y'r"-•*is er" f a,1 11 f .a s ° " f y 17 1.!tL' V GAS "... wv:wGA 5 GAS GAS GAS M (,AS W A w GiaM •... - III 7)T -MPF _ _—..... __._.._......... ..—...... EXISTING I O ELECTRICAL EASEMENT (1)T -LI (1)T -CC D5 4GG PG 50G NOTE: LOWEST LINE ON THE POLES 15 13' ABOVE EX15TING GROUND) PHASE LINE TYPICAL i 1 I oo 0 LM 20' PRIVATE DRAINAGEEASEMENT DE, 371,2 PG 593 6" ROOF DRAIN 1 D D D 4 Electric Meter D D New Gas Meter E Service Entry rervice Line D J12) S-ICST PHASE A LOT A CONSTRUCTION D BLDG. G - DANK I DD C- I st FLOOK 5.F.13,193 432 i D ° \X FFE = 543.54 27.5" PRIVATE — D ° DRAINAGIE EASEMENT DD 37112 PG 593 S-ICST New 4" PVC 5 4Mtl6te Latera Removed 3 "T -UP" From Luxor Commercial Plan. Removed 2 "T -AG" From I "ter Commercial Plan. Added 1 "T -CC" To Luxor Commercial Plan. Added 13 "S-PLOL" To Luxor Commercial Plan. Removed 13 "S-IXP" APPROVED LUXOR COMMERCIAL SITEPLAN LOT A PLANT LIST Se Trees mtil Coda Name S bol Scien Citic NameI CommonName Plantin Size Can. 0 T. _ Ulmus parviiolia Chinese Elm 2.5 Cal. i ` stn.. Brocdleuved Ever reens Code Name Scientific Nome Quantity Code Name Symbol Scientific Name Common Name Planting Size Canopy Area (SF) Total Area (SF) 0 S-I%P Ilex x 'Patriot' Patriot' Red Holly 6-7 16 0 55 1 S-PLOL Prunus laurocerasus 'Otto Luyeen' Otto Luyken' Laurel Z4 I10 550 S -ICH Ilex crenoto 'Hoogendorn' Hoogendorn' Japanese Holly 1 16 544 24 S-ICST Ilex crenoto 'So/l Touch' Soft Touch' Japanese Holly 1 24" 16 1384 Eastern Redcedar g'-12' 6 PLS Prunus laurocerosus schipkaensis Schipkoensis Cherrylaurel 24"-30" LANDSCAPING CANOPY PROVIDED: TREE PROTECTION all O Existing Canopy = I White Pines (Replacement trees, if needed 1i t o FENCING E- Q+' New Canopy = 38,2G8 SP 6) EXISTING PLS Total Canopy Provided = 38,2G8 51' U STREET TREES: t PHASE I I Richmondond Rd - 534±LF/35LP= ! 5 Trees Provided: (1 1) TreesC0 E-+ 2) EXISTING JV RETAINING WALL AND INTERIOR LANDSCAPING: X CONSTRUCTION OF Required: I Tree per 10 Parking Spaces 251/10=25 Trees IMPROVEMENTS. U Provided: 32 Trees Area Required: 5% of Total Parking Area U PH A L)E B'14. 0.05"76,776 51' = 3,834 5F 04 ACCESS IASEVENT z L) W AND CONSTRUCTION k=4 V l OF IMPROVEMENTS. WA D_B._ 377 m I EXISTING 25' ACCESS EASEMENT Z O DB 2801-G I on W Q Tax Map 78 Parcel 12 Rite Aid r I 21) EXISTING ICS DDR PROJECT NO: 5212 m INDEX TITLE: A4) -XISTING JV 12' TALL} NEW TEMPORARY LANDSCAPING AND ! I GRADING EASEMENT TREES AND SHRUBS ON THE ADJACENT PARCEL 128 WHICH ARE DISTURBED OR DAMAutD DURING CONSTRUCTION SHALL BE REPLACED. EXISTING RED CEDARS MAY BE REPLACED BY MEDIUM TO LARGE SHADE TREES WITH A MIN. OF 2.5" CAL. FROM THE ALBEMARLE COUNTY APPROVED PLANT LIST. TREE PROTECTION FENCING EXISTING CENTEL EASEMENT :i DBI 136-613 ' r 1 XI t 1, XISTING AR L t,. ACCESS EASEMENT TO ROLKIN ROAD 1 A NEW 10' RIVA SANITARY 'SEN New 4" PVC Private Lateral 4) S -ICH GAS AS D EXISTING 20SANITARY SEWER EASEMENT to D5 1815-709" 1" -P1 OL a"y'r"-•*is er" f a,1 11 f .a s ° " f y 17 1.!tL' V GAS "... wv:wGA 5 GAS GAS GAS M (,AS W A w GiaM •... - III 7)T -MPF _ _—..... __._.._......... ..—...... EXISTING I O ELECTRICAL EASEMENT (1)T -LI (1)T -CC D5 4GG PG 50G NOTE: LOWEST LINE ON THE POLES 15 13' ABOVE EX15TING GROUND) PHASE LINE TYPICAL i 1 I oo 0 LM 20' PRIVATE DRAINAGEEASEMENT DE, 371,2 PG 593 6" ROOF DRAIN 1 D D D 4 Electric Meter D D New Gas Meter E Service Entry rervice Line D J12) S-ICST PHASE A LOT A CONSTRUCTION D BLDG. G - DANK I DD C- I st FLOOK 5.F.13,193 432 i D ° \X FFE = 543.54 27.5" PRIVATE — D ° DRAINAGIE EASEMENT DD 37112 PG 593 S-ICST New 4" PVC 5 4Mtl6te Latera Removed 3 "T -UP" From Luxor Commercial Plan. Removed 2 "T -AG" From I "ter Commercial Plan. Added 1 "T -CC" To Luxor Commercial Plan. Added 13 "S-PLOL" To Luxor Commercial Plan. Removed 13 "S-IXP" APPROVED LUXOR COMMERCIAL SITEPLAN LOT A PLANT LIST Se Trees mtil Coda Name S bol Scien Citic NameI CommonName Plantin Size Can. 0 T. _ Ulmus parviiolia Chinese Elm 2.5 Cal. i ` stn.. Brocdleuved Ever reens Code Name Scientific Nome Quantity Code Name Symbol Scientific Name Common Name Planting Size Canopy Area (SF) Total Area (SF) 0 S-I%P Ilex x 'Patriot' Patriot' Red Holly 6-7 16 0 55 1 S-PLOL Prunus laurocerasus 'Otto Luyeen' Otto Luyken' Laurel Z4 I10 550 S -ICH Ilex crenoto 'Hoogendorn' Hoogendorn' Japanese Holly 24" Omomental Gmsa Grwndco.rs Quantity Gade Name Sprlb0 Scientifc Name Common Nome Planting Size Canopy Area (SF) Total Area (SF) G -LM Lirlppe muacorl 'Big Blue' '81, Blue' Lllyturf 1 Gal 11 G -MCA Muhlenberghia caplllaris Muhly Grass 24" TOTAL CANOPY AREA (SF) : 1,317 PROPOSED AMENDED SITEPLAN' WACHOVIA' LOT A PLANT LIST Ornamental Trees IQuantityl Code Name Symbol Scientific Name Common Name Planting Size Canopy Area (SF) Total Area (SF) 5 IT - LI Logerstroemio Indica 'Acamo' 'Acoma' Crops'yrtle g' -7p' 77 385 2 i -CC Cotinus coggygrio 'Royal Purple' 'Royal Purple' Smoketree 2.5" 163 _ _ 326 Broodleaved Evergreens Code Name Scientific Nome Common Name Size Quantity Cotle Name Symbol Scientific Name Common Nome Plonting Size Canopy Area (SF) Total Area (SF) 34 S -ICH Ilex crenoto 'Hoogendorn' Hoogendorn' Japanese Holly 24" 16 544 24 S-ICST Ilex crenoto 'So/l Touch' Soft Touch' Japanese Holly 1 24" 16 1384 Ornamental Grass Groundcovers t' Quantity Code Name Symbol Scientific Name Common Name G -Lia Liriope muscari 'Big Blue' 'Big Blue' Lilyturf NOTE: THE CRAPE MYRTLE SHALL BE PRUNED TO THE SHAPE OF A SMALL TREE AND MAINTAINED TO A HEIGHT BELOW THE POWER LINES. J cgIlctrrceJ by 6jpl.troNkl AC out i'a Power L - Planting Size Canopy Area (SF)j Total Area 1 Gal TOTAL CANOPY AREA (SF) : 1,639 EXISTING TM 78-12B (RITE -AID) PLANT LIST Quantity Code Name Scientific Nome Common Name Size j AC Amelanchier canadensis Shadblow Serviceberry 5' L AR Acer rubrum Red Maple 5' 21 IGS Ilex glabro 'Shamrock' Shamrock Inkberry 24"-30" 6 JV Juniperus virginiona Eastern Redcedar g'-12' 6 PLS Prunus laurocerosus schipkaensis Schipkoensis Cherrylaurel 24"-30" 38°,t -ZZ ADPL - 1 1 10 20 30 It SCALE: 1" 1 E j w C C o L LUXOR COMMERCIAL LANDSCAPE CALCULATIONS vvo LANDSCAPING CANOPY REQUIRED: na c 10% of Total Site Area C3 O O Total Site Area 2 12,199 51' (4.87 Acres) a 2 12,199 5F " . 10 = 21,220 5F Required C sN LANDSCAPING CANOPY PROVIDED: all O Existing Canopy = I White Pines (Replacement trees, if needed o are included in the total plant count - See note this sheet) E- Q+' New Canopy = 38,2G8 SP Total Canopy Provided = 38,2G8 51' U STREET TREES: t PHASE A Richmondond Rd - 534±LF/35LP= ! 5 Trees Provided: (1 1) TreesC0 E-+ utility conflicts 4 road curvature) RETAINING WALL AND INTERIOR LANDSCAPING: X CONSTRUCTION OF Required: I Tree per 10 Parking Spaces 251/10=25 Trees IMPROVEMENTS. U Provided: 32 Trees Area Required: 5% of Total Parking Area U UD Z O i" 0.05"76,776 51' = 3,834 5F 04 Area Provided: = 13, 1 G8 51' 38°,t -ZZ ADPL - 1 1 10 20 30 It SCALE: 1" 1 M o AL IGHT y Lic. N , 22402 9 s` SIONAL lyG E ry d w C C o L 0 v vo 0 na c C C3 O O a I:V C sN C all O 0W o E- Q+' M o AL IGHT y Lic. N , 22402 9 s` SIONAL lyG w C E m y O in C3 O O z.r I:V ca sN w all O E- Q+' U Q w E-+ W Z U U UD Z O i" z 04 z L) W k=4 V l W WA m Z O on W Q C:) w w MDDRPROJECTNO: 5212 m INDEX TITLE: C B O t w SHEET NO: 8 OF 12 DATE: 04-14-2009 Z0zw oIm(= lCD w C E V y O in C3 O O w C a :nzILUm z.r I:V ca sN LJ— i all O E- Q+' Q E-+ W Z U w 04 W k=4 V l U Z O W Q C:) w w MDDRPROJECTNO: 5212 INDEX TITLE: C B t SHEET NO: 8 OF 12 DATE: 04-14-2009 I'A WWONIA ,lm1A?A 77AA7' Not" T1p. FEATURES & SPECIFICATIONSIONS ISE—Forbddin0-ofWvnl-mourAM opplie•tWL CONMUCTiON—btgged;dla desldope.plaaaldMnnhoudap.Ofetastdor DW"adw WallaYlOtnNell li/bliBy homeless I/rdalckmnp•nd peaba.0oarna•lafrdlrgddkamdwllhoa pNo• eoldalkaa•. RNMN— Standard BomithieduraddarkMous(DOBT)aaraion-nekbntpalyamr powder SMshMtHillord •raNMolsnl cdoraars amiable: we wwwlbods.edd mchcdon.SMprrgis"orsasbb. WnCALBIRFEM—SWmmmadaB•cWsWwpsdorwOom iendoondd.Ml•aNs ars' 11 1 OnowbIL7hMIMCdaad•WddnddoiutlawOVWI§bwFTOorwdrdtwwd. Molnwdtwrdegw)aadwriWd•Ewwl.mxLViobtdkomdonpowAddaFrU(inard METAL HALIDE throw, 10%uotMMJbo•dhmthnne 10%up).Wnitwidslhnw, 10%W)and11111)L188111/ 5OW-175W down throw*%Up$0%4wAWTUPIpamlbe&AmWWTUClodmmknml. zz VIONPREUMSOORMA taWMCALCUTal—Be lkutlOW-1 MWOdrOO4Nib rent—cb high power 35 W-IWWfwmrbsl6al.MeW hdtdelflowers! below rtaondudtabhpuise•nrttodnmlgW SSS udlimaroomacelfgh powrfnamrbefleef.l76Ww ll=aaonamM waitteoe tumnwderatrbslatpulckdiacamdphq • Wt/ dldmurcurdasamr hen 1NIIasLBelkumanapp•tWtmd•nd 1001 faclor s"CSArthomore spoof souead mpindforprd gphlWwmolftWoofMUSforl76M.N&tsn Mel7lM Length: 16Ai147) SCWA.GnmlomamlhaldolomµannaominondatlmruuktypNealfaawkro supsdorcolorrandMatLlwwmOutMtst6sncaandkedlrlanlpWeonedairot Ono: 0.012lN SeekePArtemb>msAuntbauoakMwinccopper dbF,dcke4pMmdw—chol•nd Overall Height: 11S118.0 sold•rcon4ecLULlstadlWW,NW4RVpplanmd. 'Wefptt 30 be 1130 kq) INaTAllAT10M—UmYaralmoumklprnsohudsmwlhkbordmounlMgtu ortdbaa .WithilddocaenrWi* futunmbingodown. BubbleIadd ptetldstconcttl8nmwdwhhwiNiAlWslwi moos below. UITINe—uLLitt,dlam lddnq.CBAC~( ocapaca).Suitablermamocrdbss Al dime " sac ioeMe tasnfimotard colors vaorwise Weamad. Idemplooadon Ibtedlebn-wadenmlonL4RllgpiodaNerewmlodaYm Wlnpauv Wdamadonlaa OpdcnsL IpeEratad.28'Caalldrrs, NOTE: SwIfIcaticve wbiaottechono•nhhout nod e& ORDERING INFORMATION For shortest lead times, oonffgure product using aroederd opdene lahewn IN bold). Exalltple: R 1 M D T LPl LWSR Disvibutbn Yoltape Bdlet3 Optlona Lamps, dtaugudana 120 (bink) B1oalNio $hBt0l6iltllBmhflWra W tamp2061es,inaladadMDMedlinolrow240CWIConstantDfDo"lun2M,240Y IAP lea ( cod.dlaeepatd.I 2TT wattage oC12 lalai#en6lnYae612wItpHM Imp WT Wide throw ledatsd ImegmtludedNd.P yjpg Gnramic 3aT 2OC12 Esw pmdYokauklYwhR p(Aapy ml jlplderm dFatrihudaro _ _ Rdbla FTU Forward throw with jTas 76Wmnpelidulad! 353, aallda OCaeu rmrdaodedir t2vollmlNlblertk) ban2R 363' MaAHC 70% uptight Hla SCWA Suyyrr IsmpmNedMl• e0S 7OMHC MOU MadlumSrowwith CYt1A IOCN12 Emsrr6nWciwkt2doll2. 700 tOOMNC j aY hlndad puts. 70anantpoldola)s *SST Sadetone, Ices 1e0MHC Upligbt color optmne6 rmrt F Je7 tarlrgacc/LFDacorodery tratund WTU Wide throw with 1o% bdaastd' socmabslmrypack-4•Fnin. DNAT Idehni 1600 uptight BLUE Blue oparalYptanPlillt o almRiqq{{al MAW MOUS Up7down .odium SRN Sof"" a llllib FmsrsaaYLEBsacatdsrY taYared WWI throw with l0% uplhfht RED Rd ,wroalNndlodubNbauay DYYHu whit"Soxt"d 50M 8S0%downligMtookfi'FnldLoparmiryYELYellowudralm..0 MUOlwa,taxtend70 10Md WTUP PennaJtis and.) A6caoeode4" DFL DIffewaotons CR Enhanced 180th WTUC Column bnm'A BC B"'cow"YetrcoMori corrosion 179M Order 01.6drata odabp.mbar. IBS hderalbeekbohtshteld° resfttat YMM that6degreesOW bank hmt PE PW-bwleewtlFutmnbtypo CRT Non -slick NOTES Imp T9FBYlx ,.. ,tnr ••;t 1 Iry vary r; , •r,.:..; Y Must be ordond with Motors; cannot N z" aa.w.bt cordo" Iona ucs upagmootan edontod"', e. Hold lnwe.d. 14610014. Will Wet Imstion door for up 3 ArdNsbk wide LMT Iw1da rnwl Is Not G"kH@ with mNiem throw 040, Orientation 1-00 or MD11. 110th disclosures, a Malchb With Y -= add WIUF my. 18 list a.autkb who 3qY. CSA CSA CutiSod 5 fduu cMolh( Cwt br us is Cauda 17 Und Win 1111 cod WTV diode ions do NOM NOM Carded a Opdaul nwkf•npp 41Nal pY4 ml, a6.ecol lntm.at bttdadl o'""W"no WR bacmseaalstop arn0ow Of214lTiyk (17'-0,117, dIW H GMd.I is May eo a1erN r .n accoosery. 17aatCo.colt baton to .6.IhhM Is ass wwrotmu ",*4 6Yo6brs W H - walt.pco. additional color 614.41. >wdssaacNab! I Nat available With 81- D4 or m16. 20 .Mak fwidb p6dlyy dBW $tafap•moupdh oklatrx ae.a.d.,pay. IN Not aodhHs Vint elle or PCs. 21 Meal Y0 apedlf d. UTI Uplik5degmssw t 11Not adrabs won EC a DC$. 22 Irtta Nedry 0". .ad•rdw^ • I2 Mmdnmm waedd. food. 706. 23 Ave coir MAN w INMHC 6011 WS Wlr•owrd6 VB Ydnd6louarP Outdoor SMett.WSR•M-S RM•1 A zirma vIA z1aAmovAr FEATURES & SPECIRCA11ONS lwmm MD un For use In Non -IC epplesdoe wilt rough htd LPB, LPIF, and LM. CONSTRICTION AUmlohn afr. ctor. Integral lingo. FINISH Aaodlzad reflectors evaaebie in clear tpWcuhr, gold speadler, want spaedsr, and ober dnm Al•while dtmdran reflector his bead pdrddter pordar sad point INSTALLATION Reisining cited, packed wfd+ roasdr for Installation on rou". Saekd cup ad&"" a VI* to relk with pramoated convert. Reflectors scoormidedhave od lings tip to 1.141 thick LMNO IA Imted to IIS and Canadian validity standards, Damp locative listed. tab akek•r 1302.A2a02A2 Saw 1 -RT Cr -1. rop r Rdleator 802 OPEN NOUXTOR Vertical Lamp 12-tA' cam l e I.--T•11SQ01-•.I Aperture Sin #aside Olomsbrk ped7.70 0 -Ax -11 __q Clow Spittle: 01-7/1= Overlap Trim IOwks Obotaterk 11-1/2 84.11 NI discovered as Indeed Memh d". ORDERING INFORMATION For ahttrtett Ind tbnee, configure product using awmbrd gdlm IshsAm to b" Example, 11= eel edea Rnhh -_ Oplono an Ibbnk) Whit' TOW While Bngo colla A CIMrdWm anodized trema A2 Cleeropostelr PR P6wter aSold dlliva eZ Odd apaular WTZ What speedier NOTE 1 write t.tapral flrpa and Tnlck Sheat 1:012 -COM COPN-100 Q NCCRE• - FLAT LENS - DOUSLE OR SINGLE DECK APPLICATIONS ROUSUNI - Db•det mom dun inum ensures llunabb, w Mtlw-W conllbockn. ?No Symbol Noushes ad tire otdrM uPud q. tluegdedaondultopeningsalowtuoto eAft. Application $aura, Max. walmps mowing Non -IC Incandescent 2MW LIPS Fmormat 42W TRT LPIF Metal Malde 110AI LMH Nbh Pmesers Sodka 1Bow LITH Sheat 1:012 -COM COPN-100 Q NCCRE• - FLAT LENS - DOUSLE OR SINGLE DECK APPLICATIONS ROUSUNI - Db•det mom dun inum ensures llunabb, w Mtlw-W conllbockn. ?No Symbol gfiLJ jus tluegdedaondultopeningsalowtuoto eAft. L cllalslNtl b a dnAa darn LEN/MM-12MooWheraiddMrmmpnedgbealedaraCnn10, A fletbrll Md u• narYwee Sr dmk pnL CDoak Ow Mrs. A conlbuene olslUoe axblrlMd high tempanbre giblet ensm mdMMue t Corleun r ddM. wa 2'raavaemen. Nig in the hmaing. AMP 8143P_42W LENS FIL MFJRDOR FAITEENER - RMtules an InddgW Idngad dlead Muntirf and IM hems. 5 08-3 Ddarf"deeea ald boa whh atikin SOMI spring calk alleffi q dally Room for 16000 1.000 ground re• piping. O 4 INSTALLATION - On"Kilan I slaldion No addit* soled rKOmd. SINGLE 2400 REFLECTORNSTRNR10N PATTERNS - The weft bum O" M gdem and 802AZ (32TRT) g1 symmetdoel A proubN udbrm goosed IpMYtg W& sal MWW owes. 2 ® 90 DEGREES LIGHT SOURCES - RdM-6altt Metal HM or MOM Halog Refined 6adopfL 1.000 KVE2 250M R4SC (PULSE START) BALLASTS - Ise PMW Oche br#e bdUb, Pub babrt Mee lelehlobAo Sipa CMA Pryteoked b11M lderh,a prlr2ara e,002AU7 dCA227e rWooandMeldHoldsfeaturesCWAbdoaNbosacresignedfor20degreeFnhoo1011,204 GA Btu Operation. Electrical components are serWaeaDle Tran beloat and pa POW. RNMH - SWndmd colon are wMEg or brdue pOWt woad % tL Eads lbt n b **W whh LM DumGrk0 p*MW P wdacddt S Oft procao. The Dua011pslft WlWWlb OB -21) extreme wealler tthallgee wsllart cmdit or pWing, and b glad a*W fortlw fol ym- 23000 wARRAN TT - The Encore oarriss a comprehandae 5 -year watlatlfy on all parts, sldah, KVE2 250M R4SC (PULSE START) Ymrbnnghlp and electrical components (maducki; amp). 6 ttan' — PNOfOMFTRICt - For deh6d photometric doh, Corihd LSI Petroleum Lighting Saba. 6400 i ffd-_rT7 SPL EC S 42 CFL IpG 6 Cz) tA-mrs SPL EC S ft CFt_ C73 UE MIT i'Yirn bind Ff*Ctmm 1 Fbamrlyp C•d•S d NOTES: 1. ALL FOOT-CANDLE LEVELS ARE CALCULATED AT GRADE 2. ALL CALCULATIONS ARE CALCULATED AT INITIAL FOOT-CANDLES WITH A 1.00 LLF. 3. ALL FIXTURES ARE FULL CUTOFF RATED AND ARE FLAT GLASS DARKSKIES APPROVED, EXCEPT FOR THE 4'180 DEGREE BOLLARD THAT HAS A MAXIMUM OF 1800 LUMENS 4. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILL OVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURUAL SREAS ZONING SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 0,1 0.0 ,/ 0,1 0,0 3 YtpA tswum 0.60 ..:..::.:. :0.0 C> -- O,0 0,0 0,1 a." 0, 3:::. 1 Luminaire Schedule Symbol gfiLJ jus ogre Fironasaa oe L cllalslNtl b a dnAa darn tYK boPon u• narYwee Sr dmk pnL CDoak NOtra 1r open( e t Corleun r ddM. wa 2'raavaemen. Ff*Ctmm 1 Fbamrlyp C•d•S d NOTES: 1. ALL FOOT-CANDLE LEVELS ARE CALCULATED AT GRADE 2. ALL CALCULATIONS ARE CALCULATED AT INITIAL FOOT-CANDLES WITH A 1.00 LLF. 3. ALL FIXTURES ARE FULL CUTOFF RATED AND ARE FLAT GLASS DARKSKIES APPROVED, EXCEPT FOR THE 4'180 DEGREE BOLLARD THAT HAS A MAXIMUM OF 1800 LUMENS 4. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILL OVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURUAL SREAS ZONING SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 0,1 0.0 ,/ 0,1 0,0 3 YtpA tswum 0.60 ..:..::.:. :0.0 C> -- O,0 0,0 0,1 a." 0, 3:::. 1 Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description 2 K SINGLE 3200 1.000 8143P_42W 5 08-3 SINGLE 16000 1.000 KVE2 175M R4SC (PULSE START) O 4 D SINGLE 2400 1.000 802AZ (32TRT) g1 OB -2D-90 2 ® 90 DEGREES 23000 1.000 KVE2 250M R4SC (PULSE START) 3 OB -2 SINGLE 23000 1.000 KVE2 250M R4SC (PULSE START) 1 OB -21) D180 23000 1.000 KVE2 250M R4SC (PULSE START) 6 G SINGLE 6400 1.000 SPL EC S 42 CFL ET 1 F SINGLEI 5200 1.000 WSR 70M FT 0 I I I 1 J 0A yy,i...w._....,. 113 o;: •:: . c- ....._.a. 4 , . ....... isr gym... .. ........ 0 0,..,.0 r,,........ nee........_. ,..., 10 0 10 20 30 PHOTOMETRIC PLAN SCALE: 1"=10' SCALE: 1" = 10' N N Q C rp OLC0pe erQipc > 45 L nv.r C vV, 0 Hr_ aC CM E c 0 Lou F Q G a r U AL N. HT Lic. No. 402 SjONAL 6 m W Y W 2 U cn z z O I.—I m5 to 0 W O z 9 a, W 04E1Z CIS o a Lel Q co z O m CDO i U F -L -I paA 6 U I W Q z J cc 1--i Z!••'H Z Z E-1 0 Q W w O W I F a W 1 Q E-4 Z J ,,' 1 W DDR PROJECT NO: 5212 INDEX TITLE: C9 SHEET NO: 9 OF 12 DATE: 04-14-2009 535 ...... .......... D" n ti ...... .. ...... w.. .. X) M.. 0+.. 515 1 Storm ProNe ST -12 —> ST -..42V 1 Q SCALES: 1"=30' (Horizontal) 1"=10' (Vertical) Horizontal louver bollards with TSO' 119th dietrlbution Poet oma lructlore One plane sdrudad akrrdnma. W WO dddman ORDERING INFORMATION Pith aN place do -cut aluminum top housing old Ease, IMarnNN WORM llatBEGA PMdType: 8Intoananorrbll, Pro*rLampadesme: Heavy vial, dicast alurinum asp whin kmudWeM and I _ o 550 5hro.dwd Ho.lekhloso stain M..rh. Hmddmmt a.. Pb nPd dl1: wait ammo color: faro n fG rock. Use Is salad usN a high terrparmma socmw rubber 0411011 OWNL alae d M rare_"e ArehlfsaurNl clew Sbaftsk Lowhollwr. Mualplo watimas eookma ase Mmil" OR24Q-4 CM 32, Modified: robsy kick Wriphrldme IMte remind76w, 600 V. BNehebonlo. unhmsN OF SleOh sits n2k 277.34M (pawdar Rnloh F Sftk vohape 120Ythroagh 277Y. KF@ 104 74010 An ""Y CN .. .__. 3 ... IIit w....,.. II Z N. ...... _.... ..._.N 0.,_.. ..__ . .. _. X:It U ..M v v Ii .... 0110 2kSM to had sadriees steal soaw. I nn 3m 147 res o... ii, oa __.-.. _._.__tu . . .. 545 WM Round polo jr asp w_ .._.._.. _............ _..$ ......,,...... ... w __--. IN1 ...... ..V_.. u.. M r NO Noun aaa Shlwld (W, ASYC, Classic Dshn n_.I(...h ..._.,Proposed Grade C,4 .per..__. 02 _ ....,... tit.. Pro GradeGod ._._. 11 a >>> .__ ... c c_c. res vrw z --- n v a n > a x c c c c iA t w _ to 1- OMrWrlleeship r, -tor_._..._ ..._, y-Ai+}..tF1.e9-, ,_....,....._.. ___M... ..__......_..,. 1 N 1Y X.+ AD... n.na._..,_ ___..._. - posed NNr7 ................_ ........__._. ............ .. ............. .... .......... tow 540 may, UPI lamp red incktdodl Doe Charge&[ army N ..fit. ..-I(_tD ..... N N it ANN y ....{' n M II x .......................a au+ II ....M. ..... ... ....... uZ II II II SYMC symmeMo ouMR Pro Post -top 11' O.D. open top ONN d' 3 r- II._ i...) r E1 Enhsneed corrosion role- DSD Steel Mho r fl.. ... .... ............ .. iN.. ey . PTa Par" W O.D. open map pall pari ..... _.. .. .... F- t O'-- ........ a x res .... tov. >>> e ... _ __ t 535 0 NES Type N roadways f- .. x N xlstln Grade RS IES Typo III r»ymleatrict RM Squaa pulp Nor 124611' OA. 38:..._ .1S"......... . RCP 1.0% ill,u...................................w..-.ani-+ ..: 41 RCP 0...7%... ........ SMR Bright red 3...... . ted"'"" 530 SPMsquare pole Nar M7W 0.0. I I 515 1 Storm ProNe ST -12 —> ST -..42V 1 Q SCALES: 1"=30' (Horizontal) 1"=10' (Vertical) Horizontal louver bollards with TSO' 119th dietrlbution Poet oma lructlore One plane sdrudad akrrdnma. W WO dddman ORDERING INFORMATION Pith aN place do -cut aluminum top housing old Ease, IMarnNN WORM llatBEGA PMdType: 8Intoananorrbll, Pro*rLampadesme: Heavy vial, dicast alurinum asp whin kmudWeM and Vaaage rw vmacd pd Wortdre awaaed by one (1) 000W hoed stiWMSW eaew Voltage: A5hro.dwd Ho.lekhloso stain M..rh. Hmddmmt a.. Pb nPd dl1: wait ammo color: faro n fG rock. Use Is salad usN a high terrparmma socmw rubber 0411011 OWNL alae d M rare_"e ArehlfsaurNl clew Sbaftsk Lowhollwr. Mualplo watimas eookma ase Mmil" OR24Q-4 CM 32, Modified: robsy kick Wriphrldme IMte remind76w, 600 V. BNehebonlo. unhmsN OF SleOh sits n2k 277.34M (pawdar Rnloh F Sftk vohape 120Ythroagh 277Y. KF@ 104 74010 Anchor boson Heavy cut skarYmmY. OWM for PMd* Ognmad. Maude to OF Double firm fink 24% 4WA Standard Colon LFI Lamp included M mnOeM *DDs a BEOA OWA anchorage kit. adlerde am ceased to am post with one (1) ecolost 0110 2kSM to had sadriees steal soaw. LA I ew WV firesdaN) rWft kmWe lei ton atarrdmd 8EGA adore: aedt (al)01 WMte MFrY 8ff= nn 3m 147 OM; Saw WA EutoMKII (UFK3.lb opraft add aPWap Babe auebrto 0800 FIM NEMA WM40ok racepasla OWN WNbs nrmber. CMtorn colas swolled on 4xdN order. Emum 4!Pi WM Round polo jr asp U.L Arad, suitable tar wet loaegons. ProMc6on dada: IP e5. KF@ OW TSA A- h w t fir. lam Wn A 9 &Mhoape e142 + 4aW ' ra FMpte-4p 320D 7% 48 BMA NBOA-U8 1000 9EGA Way, CarphrWs, CA 0301! (WS)BB4-0673 FAX (OD056O-9474 www.boWus.com Omppright BEBA-U820a8 Loddsd 2100 K IA "M19MIA L/dDH 7JKff" coa)" Rkmabor car rypa FEATURES & SPECIFICATIONS INI>LOIIM-Iaadtarateelo, pa1181g kuand awroudsp coca. OpIp1MIC1-I rsalrpad, ngls hwvygmlFq Nuatl sol aI umbmm Nol kD hlypEaYaN.aa,orrrerMartjjltYrNyd. UO.PNalerb.0411WL RANI-SmrdrdtdahMdalrbraes (ODB)pdyeeler porrdw.Otltarwachhaabnd cabsahrilo. OPnCALS1SISY-tNmatrud,aaaodlod dumhaam epdw em GeaNhnyaaklo oro Nsaabla YardNlr wid ridtMloakda SYM (yameulel SYMIC Oymn+h eumIB,ABY(agtanNldeL udASYCloayaranabie ryaoN.Dadgra NrBnhaa tglMeNued am bAaforwpsmntaapfde aomdwenalldanoY•'llrwhmioriwlylpaao oumaeweubnakNna.lypagtroedwart,nno mt.epnmeEaet.talyPoN tmwndMew,NlappeN0.8WINckckwk"otgoditt. rpaaatMNdrop Isla OplmNgdSlawMAsbM 811pPALSFs1EM-CmrreaaewrarmgawtatrWlortnwr ktlWtlor t 7BiOtYdSrpor LYIYIpuMmmrbNYamraqulro twMOw,SiOW 8111Mr(MUNardsrBDdOlaplonL Ramada- parwwnderdtoo%NcWytubd.NanankNPmwMmdPWA kaklopANomaatliva IVloOdbew poreehkr wolatwMr eappmdoy,dElrMlmo arewdmlwOmmromatitlN.Ya WImm4m.dwpa mApuinawbMaK M%dkbreaWNSA WOoMmwnlpkKare nttptohr1764Mlmua mW t1CWA "MllorUSdipmeahody. Notmweabk Dau OdwAC1 I,NOM *dins NomdbrpWaMnNll I oulddeoltlmUB oSrAgATION-BmvMdmdaumrtnkrpdsmvAlbo leddppedla Annus aadaa Opelond mpaylopseviama USIOIS-0.liadagablobrhatkdntlona Lhad esdlebNwd to eappywih ttianadNn 81narlarda leas Opdead WE2 METAL HALIDE 175W, MMM =N,320W, SHOW, 404111 20' to 40' Mounting Moment rpeMraadem LT: eaddpllet eaatfiad6M wocua4.m req EPAt24A' 111 an All dimenebns w %%hes IlodaaM mid yaduda civil ("" tun.an) "nlweyothary peVAut BOM wkth:500 3 __—F Nddk1W4(4L0 N1ipM:18-s%(Q* VWo 1AnnLwmh60LD6Nrommolgla: a•1p fail Wslpha:72017kat waldn aOL241 All dleewhee am lock" bwMNwd WON 46areiea eweMwd, j ORDERING INFORMATION rMloploc 11D4M$VXIMBC ArMSf IN MOM as hotaWe aaNlst aoaeeeaera dale wat cum Pour mita and 1 dna ore wpenm n 1 OV W A 19nish: S1r1Z - sanded • Brom Vaaage YesmlNw OpOees _ options: SC - ease Coir Km 'so"720 aria square pale W eMN alae d M rare_"e ArehlfsaurNl clew N Isht tole Sfh R TYPO rYaage oleo; pn.1 R]) a dw On.l a (laW a (ftCbd.) 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LA I ew WV firesdaN) M....._, t; ....... nn 3m 147 WM Square pain W srmp FIM NEMA WM40ok racepasla OWN WNbs N .. .. u7d' rn tONtor II Emum 4!Pi WM Round polo jr asp arty (no phoiexwako0 DOL Black KF@ OW TSA SPY12 Square polo or ams) NO Noun aaa Shlwld (W, ASYC, Classic Dshn n_.I(...h ..._.,Proposed Grade C,4 .per..__. 545545 MM Round polo Or arm) R9, and ASself, R1and 112 IN DMB Module brans a ..-._-...., Existing_..6rade ca -1 c 0 >>> OMrWrlleeshipWWVOSWbcdpoleawallIrmm! so 141 DDA Natural aluminum Us guarbl reddke "r WN DU Sandstone Lal H — — — ._...:. .,..... .._ _.'-.. .... yaNla l lap WWW will bracket (r 4rml may, UPI lamp red incktdodl Doe Charge&[ army SYN symmetric Optional Mouscoo aaeer7I- ' 0ha NN lana OTO Tomb Aron r .. . . .........70 _._ _..15 ••MORE ®._r1.1 %. SYMC symmeMo ouMR Pro Post -top 11' O.D. open top ONN C Emsrgaary circuit Due BAaR red i2", iRoof Drain ASY Asymmetric PY41 Poet -top 14-Iff O.D. open cep PtiM) E1 Enhsneed corrosion role- DSD Steel Mho ASYC Asymocbis Eutoll Pro put-topD, ap W O.OW cep pdm) snow CSA Listed end labeled o compiv sone Dark pbrrumnVednsdalLwapPTaPar" W O.D. open map pall with Canadian Stsndarda SOWN YdhlteJIMNal "Wallis vapor OCWA) NO Road port Mhr 12,t1O' O.D. tern) Join AvaWbh ler hob proles aura SDK Bieck 0 NES Type N roadways OM lletad Pole Mar W7W O.D. motion) shipping outadde the U.& $Dµ Natural abdrraa RS IES Typo III r»ymleatrict RM Squaa pulp Nor 124611' OA. SDTB Tmmle groan 2402 BOC IES Typo IV breard throw, * tenon) SMR Bright red ww WrD c,,r SPMsquare pole Nar M7W 0.0. SCW pikeke aM ballast ay blue NAL t gun) oBOYN D 11111 NIMA twi"ok PE 112k 1106, ROVLB Yellow ZA am7ra 1 aalub a 4mtwe ndueed Iwratlw p PE3 NEMA bdst-lock PE WM 2 O;dWle A14&jb~tt2A20LW17M. PEI NEMA bNa cif PE i4lM Dmi:n.7r7YaNnadeL cc E7 NEMA bdat4ock PE QMI 37hoSM2orRW12aubawadwhenwoor SC Shordnecup 1 mom kmaakw are odnad as a W ddlkp 7 sriplN k waw6 In the Ma melon Patron. 4 May be ordered a ecaway, mfed a*. a The WY12 am be wail whim aro or Meaaardeaea 0 Mar are9bnMr aware Naable; so as more kwheM we platttl an a wroe r - *" Anmaosnu Calm brochure porn oo.7" si"ft"s Ppam 2. 100 T2aHfsl T110•IBD 0 W ff tea* - dos aaa , h the audeor t Cmreukloaarytar wraUlarlo 2.7/0' To -in Man T21 -W T25.3S T21 -an T1164SD U Wider Im*W4tas W Canada. 4' MIN TWIN T7M83 =-= 171711 1711-4110 05MOOr i VAM4:N8 WIA AL -6111 SSP Square Non-Taperoid Steel Poles Pop 1 of 1 Pam The pages shaft titre pbw maxtlasa, go" hbrtc eked ikam a rsUdahh grads ambos dad atrtathhwl UWNV wlddh tale a uadbrm "tlidawtaas d It ~ (O.13D6'). TM tdle dwt nNladal dal ambrm bo AVM A -Mn grade C emir a rrdommu e r VWd dlangoh or WAW P71. Tile pale d** bat a Art MMO lent longplawgrad makable" waid and isDNAFo (* st mom In aow-aaction with Ret edge, ams! corner nWR end b a Plate The ndor bra le fabrkoshad from a aatrununl quelty hot rolled Nrbon ailed lift dW naves rr =Omde a tadrukncm yield tib aripth of 361000 pad• The whdw has Mumps do Palo Nhok d Is drotragrenpatll welded mP end boiboom. N wdds ars pamrmd E+ accordancewith the Amaban Wok aSada dfkatlonAWSDI-1,hoe felon. Nk wd w 1AP;4. tatty, i &00' Tn**m tl. 0.7S" aonauk Comatrpt 3.sa CorlarR KW Npaaardalve, for nowoMWK mod dWANObro. Anchor Sorts Anchor Doha are: Abrbooed hoes cotMNWdal gradtY hot milled carbon abed ter teat nhaab or aoN.ede andnimutnylddar-mgmi d 59,000 p" ebur P go 'y shad snrhar bdtn• such w ft- s and ra dNN, aselunddad and Would alai d Pots unkm Otlamsuhe RwcMed helve the 11F es0 0 ad gainnMmd 6 mMmmen Of a inches in ecmcdanee w*h ASTM A-157. R* OMMIsed anchor lob tae available upon nqusst• An oval 1st awl nortYral 3' x s ^ Inside OpaaMaO. leeaa d L' - 6" chats bo owl r Iribao d all polos. wo urr :. provision le WOW knabe the haedlwa ring. bass. Is abradard on en pdaa. A grow"dI"a Pr'o'r0 FinishMaWd - The GMnlor surface is dumpaid with. an alkak w rases to mmawa Sudo eo"t m udl saddotbleakedIDspsdlbtWwwp11b0adta1bythisSteelStruCWMtasaangCouadiBtawdeegeSOPC-SKOnor' whin$. The wat=br etefao is dimfmv F -ti red wool as hon OANOWN tommoolen coding thenrimmedwilhamblent **A wear OoyMesMM specialsurhd•"!s nd a dws laNI+hO a day agirt tak;w ayddbn catlnd. A pOMa e 4 r m do aurins of the subetwes to a trdnhntatl d 3 onto h standard an d t oder BMduMt Th+ = odorammw leratthebawadMcoatedwithAM01L, a Marmophd2c lapdrocerbenrobeapplicationoaruntmabedOWamfeaaM. to a thldurn d 3 e Ba lTa adMnd o ulafl0 MN COFMO aPWal corrasion IrMllWbon andk; Uaapombof pradao LOW hones areaapny OKXWJN (AST" MLAP WACHOWIA TANK PANTOPS Salies:!/P - lgeeme Mar T>toahea zaec Pales Nominal Haight: id 5a11e Diara7bar: 4.99" Gouge: 11 19nish: S1r1Z - sanded • Brom Mounting Dulgnadon: DM 10 - Dr" rI umbrae ss options: SC - ease Coir Now di Aaaeer coin• ftA N 180 ita N Isht tole Sfh R TYPO rYaage oleo; pn.1 R]) a dw On.l a (laW a (ftCbd.) MPH Kok am del (ro) it OIN01! lel 4OyL6.0 11 895 OJ9x17aS 144 112 125 S9Pie-41.b13-SRZ-DMiO-SC i I I' i i I 1 Email This Page Cloacas Dlf iv raO Pole Type Males Menu 5.5 lb--}.o—Il-' QR -j- AMIo—$ iwilltd v (ttcw a lr s s r lt,, - 4.0 --e5Rt- t*42'Ito - $ c cbWli 2»w(Q d evsptb' o - It - $RZ-- OMZgo - $f, LtiviII4 f' 2N4pli"dol b#p:/Iwww.kwinda6tries,00udSubi it3hells66P 7242009 2 Storm Pro file ST— SCALES: 1"=30' (Horizontal) 1"=10' (Vertical) ST— 12ZA r Q L ss 555 555 A, W A s n C tD .......d- ., _.. ... C550M....._, t; ....... 550 N .. .. u7d' rn tONtor II 0545± n_.I(...h ..._.,Proposed Grade C,4 .per..__. 545545 a ..-._-...., Existing_..6rade ca -1 c 0 >>> a Lal H — — — ._...:. .,..... .._ _.'-.. .... 540 540 p t° r .. . . .........70 _._ _..15 ••MORE ®._r1.1 %. a 535 i2", iRoof Drain 535 530 I 530 525 525 2 Storm Pro file ST— SCALES: 1"=30' (Horizontal) 1"=10' (Vertical) ST— 12ZA r Q L ss W N Com 0 A, W A s n C i! C N 0 W y ago p t° a tDVol PtiTH o t U Lic. No. 2402 o II,oloq ww NAL ZA cc 0 U W U 0 o z I m A Z h"p m W x cc C10 Z 10 cccm C3o d Cn rAr o WN C I wl Z LUJ 1c C) Z Z E--( O Q 0E-1 0 w H C:! w CD E-4 a C off I Z W w DDR PROJECT NO: 5212 INDEX TITLE: C 1 0 SHEET NO: 10 OF 12 DATE: 04-14-2009 tr Iwo CN Z) Lr) 06 1. M4 LD -229 Storm Drain Design Computations I Lij Route: 5County: Luxor Commercial Albemarle Descriptio : Pipe Calculation Proj: Luxor Commercial District: ............. From To Point Catch Runoff Inc Accum Tot rot E-1 Tot up Sag Inlets Only Dn Pipe Inv Pipe 04 Pipe Velocity Flow time Point A LD 204 Storinwater Inlet Computations AC Tc Int Flow Inv Inv Len S Dim E-4 z Cap Inc E -i uu ac) min) in1hr) cfs) El El t) % in) cfS) Z; 1 2 3 4 5 6 7 Z 8 9 10 11 12 13 14 15 16 17 E E-4 Z 5 E O ST -12Y4 ST- 1 2Y 3 0.88 0.44 E 0.39 5.00 6.86 2.69 530.69 630.46 26.0 0.62 15 4.57 3.4 0.12 ST -112Y3 LU E cc 0.12 0.51 5.14 6.82 3.53 530.36 530.00 71.1 0.51 C -X E U) 0.23 ST -12Y2 C3 C3 M 0.17 0.68 15 16 17 18 T_ 19 20 E 21 22 23 24 1 1 2 1 3 0.27 4 1 5 5 6.02 6.56 9.03 10 11 12 13 14 14.85 8.82 0.14 Cfs) cfs} 532.451 ac) in/hr) 4.00 Cfs) 155 cis} cis} 155 0.011 0.0600 00208 0.08332.85 6.861 0 18 65% 1.00 0.551__ 1.201 151 9.121 6.681 ST -12Y4 DI.38 6 0.88 0.44 0.39 ST 1 2y 5 j ST -12Y 0.211 0.90 0.191 0.191 5.001 I ST 12Y4 DI361 531.001 51 0881 0.4d 151 10.071 6.50 2.52 2521 0,011 0,osD i [::0 08313 4.2 0.21 ST12Y3 DI3849 IST-12ZA 61 0.141 0871 0.12 0.231 4 001 0.491 1.611 Eli 0.011 0.06 1 0.02 -81 008XI 1.4 0.12 55%! 0.44 1051 1 0121L-00,791 H11 0.0600 02081 0.0 1.681 0.1 0,631 0161 1 20. 91 1.771 151 IST -12Y3 DI361 0.041 61 0.14 0671 IST -12C iST-126 0.15 0.71 0.11 0.111 1-31C 6.861 0.731 534.881 534.121 0.23 1.001 4,00 0 QA 3.51 0.941 001 IST -12A 1 0.091 0.79 0.07 0.181 80% 076 1.071 1 527.741 101.51 1.001 IST -12Y1 P 3.891 141 0271 0.871 ST 1222 ST -1221A 0.00 0.00 0.001 0.00 5.00 6.86 3.241 630.413] 0231 31.0 I 58T0 531 7.62 1 1.531 00111 0.03061 0. 0500 0.05001 3.41 0.17 80% 6.81 5.24 C. 1 ;1 C, 5., jj 41.0 0.70 ST12Y=1DI-3C 1 3.77 14 1. 027 087 0.00 0.00 0.00 0.00 5.41 6.74 5.24 I529.71 529.33 37.5 1.00 18 10.57 4.45 0.14 ST -12Z ST -12Y 0.00 0.00 0.00 0.00 5.56 6.69 6.78 6529.16 527.41 167.1 4,00 0.90 10.74 0.90 0011 0.0460 0.0276 0.0276• 1 97 0.22 b 0.72 0.18 r,, 1 .1 Cv0 G20 3.'0 IST -12Y DI2C8[ 27.83 9.46 0.281 0 79[7 ISTR 12A 1 0.001 0.001 0.00l 0.22[ 6.29 6.491 21.411 525.001 524.13 68.7 1.30 241 25.451 9.09 0.13 ST -12A ISTR 12 1 0.211 0.761 0.161 0.38 6.431 6.451 0,79 0.22 522.86 6.50 1.46 241 1 1.461 0,0111 0.0460 0.0276 0.0275 4.431 0.12 91% 0.98 0.48 G !21 C.0 C. 2, 4 41 IST 12Y IDI 2C 8 0,28 4,001 2. 2.04 F 00111 0.02X 1 0.02601 0.0260 5381 0.141 91 %t 1171 0.561 0 50 0. -,t -i 1j 9-12YIA INK 141 OKI 0.82r-- 0 5T1 j 14j 8 6. 650 3.32 1 3.321 0,0111 0.02901 0.02801 0.0 0 6 45 1 1.57 126 V 71 0 5STST12Y1ADI3CE6]j=0 12ZA DI 3B BI 0.291 0.791 1 4,00=0 92 0,92 0.0111 0.0249 000701 0.0833 •1 3.171 0 0-921 0.00 1 IST-12ZA DI.3B 8 029 079 0231 6501 1,491 1149 0.011 0.02491 0.00501 0.0050 7 01 •1 0.20 135 01 d ST -12X1 IDI -313 1 8 036 0.71 1 cool 1,93 1 1.93 00111 0.0117F_1:0225 1 0.02251 7.24 1 0, 11 %T 1 431 0.511 1 1 IST -12M IDI -313 1 8 1 066 1 071 1 0A8 1 A 650 1 314 3,14 1 0,0111 0.0117 r 0.02251 0.022! 8681 020 91%1 1.901 1,241 IST -12C DI381 81 0.15 0.71 0111 1 4 001 0.42 0,421 0,0111 0.0455 1 0179 0.01791 1 1 '1 91% 1 0.391 0031 e. 071 91 1 I 1 0.0179i 4.41 0.081 qf4T 0561 0,141 C.,".-wi l j 0.711 191 0.011 0.04551 0.01791• ST 12CI IN313 1ST-12B j DI -3B 6 009 0 79 0.07 COO 0.28 0,281 0.0111 0.04001 0.0208 0.0833 1 12 009 91% 0221 0.4 ST12B1IN -36-1 81 0.091 0191. 1, i,: Z 6.501 0A6 0.461 0,0111 0.04001 0.02061 0.0833 1 1.35 1 91% j 036 0 00' IST -12Y5 DI -36 81 Ob2lj 0.90j 0791 4575-676 0.761 0.011F 0.02501 0.02401 H2401 4251 0.101 1 0.691 0,071 ST -12Y5 IDI -313 81 0.21 •1 0.901 1 F_ 6501 123. 1 1.23T77o7ol 1=0 OX:i 1 0.02401 0.02401 5091 0.10 • 91%1 0.95 1 0 27 ! tr Iwo CN Z) Lr) 06 1. M4 LD -229 Storm Drain Design Computations 51K-Tzzz Ae" -v -Y -7 7 to DI -EX to A=0.16 C=0.90 10 \tc=5.0 min asso go asSOON IIIIIIIN A/' F. 7 . . ...... . . ... .... . .. . IIIIIIIN M M M•Milli 11111111 11111111 111111 1111110 MUY */'S. 250 R. b j 16 RICHMOND R D A=0.34W46AN4WOW C=0.900100tc=5.0 m! IN, ROUTE 250 ENTRANCE PROFILE C 11 SCALE: 1 "=30' Runoff from 250 is 3.24 w 2 ROLKIN ROAD ENTRANCE PROFILE CC1 SCALE: 1"=30' 11 SCALE: w. 11 01 WNW 4w L = 200' S=0.14 1\ tc=13.0 min x I go so as 4w 1 4 4f 300" H=12 ic =2.0. pin" DI-.f2Y4 0.44 tc=15.0 miri EXI STI N G AUNT SARAH'S PANCAKE HOUSE 11 v 30 0 40 80 1 of -K --K-70 ==N LIIIIIIIII-ALim- SCALE: 1" = 40' Ift---- II C C 0 C E c 0 w 0 'A U % ALN. IGHTX. I L ic. 0ic. No. 402 N A L I Lij Route: 5County: Luxor Commercial Albemarle Descriptio : Pipe Calculation Proj: Luxor Commercial District: ............. From To Point Catch Runoff Inc Accum Tot rot E-1 Tot up z Dn Pipe Inv Pipe 04 Pipe Velocity Flow time Point A Coef AC AC Tc Int Flow Inv Inv Len S Dim E-4 z Cap Inc E -i uu ac) min) in1hr) cfs) El El t) % in) cfS) 1t1s) (min) 1 2 3 4 5 6 7 Z 8 9 10 11 12 13 14 15 16 17 E-4 Z E O ST -12Y4 ST- 1 2Y 3 0.88 0.44 0.39 0.39 5.00 6.86 2.69 530.69 630.46 26.0 0.62 15 4.57 3.4 0.12 ST -112Y3 ST -12Y2 0.14 0.87 0.12 0.51 5.14 6.82 3.53 530.36 530.00 71.1 0.51 15 5.97 5.07 0.23 ST -12Y2 ST -12Y1 0.21 0.80 0.17 0.68 5.43 6.73 4.63 529.74 528.90 166.9 0.50 18 9.68 5.42 0.51 ST -12Y1 STIR 12Y 0.27 0.87 0.23 0.91 6.02 6.56 9.03 528.30 527.40 76.0 1.20 18 14.85 8.82 0.14 532.451jST-12Y1AjST-12Y1 0,621 0.821 0.511 0.511 5.001 6.861 3.021 531.§3T-61.01 1.201 151 9.121 6.681 0.15 ST 1 2y 5 j ST -12Y 0.211 0.90 0.191 0.191 5.001 6.861 1.311 531.001 530.001 69.51 1.441 151 10.071 5.671 ::0_:201 IST-12ZA IST -12Z 0.29 0.79i 6.231 0.231 5.001 6.861 1.611 537.471 536.711 70.41 1.101 151 8.721 5.441 0.22 IST -12X1 ST -12X 0.68 0.71 0.481 0.481 3.341 529.751 529.381 20. 91 1.771 151 1 1.181 7.971 0.041 IST -12C iST-126 0.15 0.71 0.11 0.111 5.001 6.861 0.731 534.881 534.121 76.11 1.001 151 6.45 3.51 0.36 IST -12B IST -12A 1 0.091 0.79 0.07 0.181 5.701 6.651 1.071 528.751. 527.741 101.51 1.001 151 6.4d1 3.891 0.43 ST 1222 ST -1221A 0.00 0.00 0.001 0.00 5.00 6.86 3.241 630.413] 530.20 31.0 0.70 18 7.62 1.99 0.26 ST-12VA ST.12ZI 0.33 0.74 0.29 0.29 5.16 6.81 5.24 530.10 529.81 41.0 0.70 18 7.62 3.77 0.18 ST -12Z1 ST -12Z 0.00 0.00 0.00 0.00 5.41 6.74 5.24 I529.71 529.33 37.5 1.00 18 10.57 4.45 0.14 ST -12Z ST -12Y 0.00 0.00 0.00 0.00 5.56 6.69 6.78 6529.16 527.41 167.1 1.05 18 10.74 6.43 0.43 ST -12Y STR 12X 0.28 0.79 0.22 0.22, 6.14 6.52 18.3.4 5226.50 525.50 66.0, 1.501 24 27.83 9.46 0.12_ ST -12X ISTR 12A 1 0.001 0.001 0.00l 0.22[ 6.29 6.491 21.411 525.001 524.13 68.7 1.30 241 25.451 9.09 0.13 ST -12A ISTR 12 1 0.211 0.761 0.161 0.38 6.431 6.451 23.781 523.601 522.86 37.51 2.00 241 31.771. 11.11 0061 51K-Tzzz Ae" -v -Y -7 7 to DI -EX to A=0.16 C=0.90 10 \tc=5.0 min asso go asSOON IIIIIIIN A/' F. 7 . . ...... . . ... .... . .. . IIIIIIIN M M M•Milli 11111111 11111111 111111 1111110 MUY */'S. 250 R. b j 16 RICHMOND R D A=0.34W46AN4WOW C=0.900100tc=5.0 m! IN, ROUTE 250 ENTRANCE PROFILE C 11 SCALE: 1 "=30' Runoff from 250 is 3.24 w 2 ROLKIN ROAD ENTRANCE PROFILE CC1 SCALE: 1"=30' 11 SCALE: w. 11 01 WNW 4w L = 200' S=0.14 1\ tc=13.0 min x I go so as 4w 1 4 4f 300" H=12 ic =2.0. pin" DI-.f2Y4 0.44 tc=15.0 miri EXI STI N G AUNT SARAH'S PANCAKE HOUSE 11 v 30 0 40 80 1 of -K --K-70 ==N LIIIIIIIII-ALim- SCALE: 1" = 40' Ift---- II C C 0 C E c 0 w 0 'A U % ALN. IGHTX. I Lic. 0ic. No. 402 N A L W 6 ILI) U.1 0 I I Lij 1 C', M1 0 O E-1 Z z z al 04 L) U) C) o E -I E-4 z E -i uu Z E-- Z z f4 0- E-4 Z E O E- C) LU P4 GWAs7z Z w W M iii W 6 ILI) U.1 0 DDR PROJECT NO: 5212 INDEX TITLE: C 11 SHEET NO: 11 OF 12 DATE: 04-14-2009 I I Lij 1 C', M1 0 z E-1 Z z z al 04 L) U) C) o E -I E-4 z E -i p Z DDR PROJECT NO: 5212 INDEX TITLE: C 11 SHEET NO: 11 OF 12 DATE: 04-14-2009 I I U,.) 1z j EJ: CrEIU 1 C', M1 0 z E-1 z P -i 04 o o E -I E-4 z E -i p Z E-- f4 zw E-4 Z E O E- C) LU P4 HQ Z w W DDR PROJECT NO: 5212 INDEX TITLE: C 11 SHEET NO: 11 OF 12 DATE: 04-14-2009 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL '- E PLACE 5 GALV. WITNESS POST PAINTED o N "_ 3 BLUE TO INDICATE VALVE LOCATION AS N N_ °° Q NOTE: HYDRANT MUST BE DIRECTED. MARKER LOCATION MAY BE SUBJECT C "O 0 COVER LIFT NOTCH KENNEDY GUARDIAN (K-81 A) EQUIPPED WITH CHARLOTTES- I TO HIGHWAY DEPARTMENT APPROVAL. VILLE THREADS WHICH 15 " L t s 1 MUELLER CENTURION (A-423) THE LOCAL STANDARD. C OR APPROVED EQUALDt4[ 12 3/8 LENGTH OF BRANCH VARIES FINISHED GRADE 24"MIN LF#6 O C U 12ip' 8„ 8., INITIAL BACKFILL . 6' MIN 2' TO 10'- MIN MIN. \ ( 270') C BEDDING WWATERLVEBox 8 STONE 7 CU. FT. 18" o !• GRAVEL • 1 * STABLE SOIL ROCK O ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL CAST IRON LID Z (SCREW TYPE) OR APPROVED EQUAL 6" GATE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND `` y18" METER BOX 36 IN VALVE THEN COMPACT THE SOIL OR PROVIDE A 4 BEDDING OF g" X 6" N #68 STONE. a TEE z ac 2500 P.S.I. CONCRETE •° ° °.•° °, , o o FOUNDATION IN POOR SOIL UNDER -CUT CONDITIONBASEANDTHRUST BLOCK AGAINST UNDISTURBED STABLE GH G SOIL. STEEL PILE I 0 C 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. M.J. GATE VALVE A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED UNSTABLE 8„ 4'MI INITIAL BACKFILL y THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED 4' MI L N. IG 6" EXTENSION THREADED RODS IN ADDITION TO POURING _- 8' - 8 8 CONCRETE. IF NECESSARY, A STEEL PILE SAIL MIN MIN•- - Lic. No. 402 SHALL BE USED AS ADDITIONAL SUPPORT_ O -68 STONE 7MING MIN #68 STONE "P0 PIPE SLOT BROOKS NOTE WAITER LINE ST L IL BOCK' STABLE SOIL OR ROCK 2 PLACES) 2200 SERIES 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT' 41 Z INCLUDING DITCHES) NOTE o 3- FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 5/8"-1 " METERS) VALVE Box. 1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. o 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 2500 P.S.II. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED NOTES: IT IS NOT ALLOWED IN THE DITCH. CONCRETE 1 UNPAVED AREAS PREFERRED LOCATION PLASTIC BROOKS 2200 SERIES WITH 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP a 2'x 2' BEARING AREA. ABOVE THE INITIAL BACKFILL. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF THRUST BLOCK 4 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. " 6" EXTENSION OR APPROVED EQUAL. REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED Z z OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". a a a IN THE TRENCH. O 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 3 FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. v a 2 IL NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL DUCTILE IRON WATER PIPE 1 TMETER BOX FOR BUILDINGS 1 6 & 7 C 1 NOT TO SCALE 4 INSTALLATION & BEDDINGTYPICAL C 1 ..------------....................................._.._..__... R ------...._---................__........ OT T - -O SCAL_E rT TYPICAL GATE VALVE NC 1C'1 NOT TO SCALE NOT TO SCALE ti m w c CZ7 x W Uj SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE d o G AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE ' a TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 45' d TO THE MANHOLE. 45° 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE A21- 4-0'min max' ° CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", max OR AN APPROVED EQUAL. a PLUG 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 2' MIN Max slope 11000 Pounds per lineal foot d PER FOOT) 2o( lhoriz)) jSlopeawayfrommaximumbearingwallloada ing 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM 114brfoo" per foot min 2 DIAMETER OF 4". 12"Max5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER ma 6' min J OF 3 FEET. SALT t e 1 101TREATEDTopsoftcapfj e e ff4 10" o.o. FINISHED GROUND MARKER Geo-fabthat paspass s water to •• z"Gear FOR ALL BENDS FOR TEE OR WYE FITTINGS 6' - 0' max . 09 no- Granularbackfili e WIDEN TRENCH TO 8" ACCOMMODATE Drain rock u c , , e ANCHOR IF 4 REQUIRED. 4" diameter f • c d e d e ° d e e d d ad ° d BEND DIMENSIONS a d VOL. e d C/] C:) CU.YD. FEET) I~ 7.5 6" MIN. 6" MIN.1 d BEPND 22.5" FOR COMPOUND METER) d d H L H d e rid ° 60" MAIN LINE PLUG END OF SERVICE LATERAL SECTION 45' (Max) 0' (Min) BEND DIMENSIONS VOL. perforated drain ,o' ° 12„ 12'min Into a natural grade 4 ( 18" o.c.max VOL. i n M BEDDING IUIREDS p 45 p = C/] C:) CU.YD. FEET) CU.YD. BEPND d L H T L H T tii 2.50 2.50 3.01 0.24 d w O 45 2.00 2.25 2.60 0.15 4(M18:ox. 2.25 PLUG 0.15 22.5" FOR COMPOUND METER) e 2.00 2.52 0.10 0 16"7 - 88" " 1.50 45 2.50 0.10 18 MIN. 17.5"- Q 9C0 3.66 3.16 w 0.48 MIN MIN 8 4`.5 d 2.66 2.77 w 44" MIN. 22 112 1.66 T 2.69 e° 3.16 2.91 37" MIN. w U 1.66 2.16 2.67 0.13 Retaining Wall6'0 SECTIOrN 1 -1 SECTION 2-2 9C0 C I 3.83 3.42 E"4 O U) IN LINE WYE -TEE 10" & 12 Not to Scale 3.58 2.95 e 3.83 4.00 W 0.52 U 2.2 1/2 2.33 2.58 2.86 0.24 a 111 1/4 1.83 2.33 2.84 W z Wr9r_1 I JI MAIN LINE PLUG END OF SERVICE LATERAL SECTION 45' (Max) 0' (Min) BEND DIMENSIONS VOL. perforated drain ,o' ° 12„ 12'min Into a natural grade 4 ( 18" o.c.max VOL. i n M BEDDING IUIREDS p 45 p = 3s" C:) CU.YD. FEET) CU.YD. BEPND L H T L H T 3' clear18" 2.50 2.50 3.01 0.24 d w O 45 2.00 2.25 2.60 0.15 4(M18:ox. 2.25 PLUG 0.15 22.5" FOR COMPOUND METER) e 2.00 2.52 0.10 16"7 - 88" " 1.50 45 2.50 0.10 18 MIN. 17.5"- Q 9C0 3.66 3.16 3.21 0.48 MIN MIN 8 4`.5 d 2.66 2.77 w 22 112 1.66 T 2.69 e° 3.16 2.91 37" MIN. w 111 1/4 1.66 2.16 2.67 0.13 Retaining Wall6'0 SECTIOrN 1 -1 SECTION 2-2 9C0 d 3.83 3.42 E"4 O U) IN LINE WYE -TEE 10" & 12 Not to Scale 3.58 2.95 e 3.83 4.00 2.83 0.52 U 2.2 1/2 2.33 2.58 2.86 0.24 111 1/4 1.83 2.33 2.84 WPLANPouredConcreteRetaininaWalls VARIES L 5 SEWER SERVICE LATERAL CONNECTION 6 POURED CONCRETE RETAINING WALL C NOT TO SCALE C NOT TO SCALE PIPE DE(GREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. FEET) CU.YD. BEPND L H T L H T 9CD 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15221/2 1.50 2.00 2.52 0.10 ill 1/4 1.50 2.00 2.50 0.10 9C0 3.66 3.16 3.21 0.48 8 4`.5 2.66 2.66 2.77 0.26 22 112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 111 1/4 1.66 2.16 2.67 0.13 9C0 4.83 3.83 3.42 0.83 10" & 12 453.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 2.2 1/2 2.33 2.58 2.86 0.24 111 1/4 1.83 2.33 2.84 0.18 12 MIN. WINGNUT LOCKING ASSEMBLY r , a E -i BYPASS E-1--• 1 cr)T 1IngE" NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.t 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". ~ MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". a E-1 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. W Q Z Uj J z 1~ 1. THRUST BLOCHKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES W SIZE, DEAD ENJDS AND AT VALVES. S TYPICAL METER VAULT DETAIL 2" METER FOR BUILDINGS 3, 4, & 5 _ 2. USE 2 500 P.S.I. CONCRETE. -.__- _---------- - ------ __ ------ - _ _..._..-- .... -....... . - - - - .._........................ w cn 3. NO CONCRETE' SHALL BE POURED ON ANY PART OF THE JOINT. C1 NOT TO SCALE 4. THE CONSULTIIING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF DDR PROJECT NO: 5212 ALL THRUST [BLOCKS. 7_ CONCRETE THRUST BLOCK DETAIL INDEX TITLE: C 1 NOT TO SCALEC12 SHEET NO: 12 OF 12 DATE: 04-14-2009