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HomeMy WebLinkAboutSDP201000025 Plan - Approved 2010-06-02• • 0 • 1 iy am: 10H • 1: RIV NN ISTRICT, L EM RLE COUNTY, VIRGINIA A11H HJUTA 779V1UVA 0987 3,009 *S'n d 00S TMP 78 -f0A Free Bridge Auto Sales o TMP 78 -9A Vassalos LLC o DB 1965 -32 w Sandav, LLC DB 3383 -604 DB 2224 -256 �► w Zoned: HC -EC O Zoned.- HC -EC Zoned: HC -EC � Use: Automobile Dealership M Use: Automobile Dealership Use: Restaurant O 2.205 Acres W 1 Lot B A Portion of TMP 78 -11 0.742 Acres Residue Of TMP 78 -11 Hurt Inv, Co., Inc. Dave Zoned• 1 HC-EC ,�a� 69 , �6 °E 29 541 P bL�c 564 Use: Vacant S 69 �� 4 DB 3657 IS S SGC B 5�� aoa R C1 -COVER SHEET C2 - GENERAL NOTES, ABBREVIATIONS AND LEGEND C3 - EXISTING CONDITIONS, DEMO AND LAYOUT PLANS C4 - GRADING PLAN C5 - UTILITY PLAN C6 - LANDSCAPE AND LIGHTING PLAN C7 - EROSION AND SEDIMENT CONTROL PLAN C8 - E &SC DETAILS C9 - PROFILES /DRAINAGE AREA SHEET C 10 - DETAILS skt CURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION Ai 1H rfP� U AL N. IGI T Lic. No. 22402 .e q - -Z5 -/o 9N A L E�Gti 0 w �a 00 A Z W A U U `iI ~ICQ O p� m 0 w Y U w 2 U �I m 0 m 0 w Z CD Fn w 0 0 O ui a U U) w ao 487 � w J E W W O U DE PROJECT NO: 10.0 INDEX TITLE: C 1 SHEET NO: 1 OF 10 DATE: 03.08.10 W E� O � � � O W W w � � � O � w W � W Cn Q W� � J ~ H r�� ww � w d F� U) m 0 w Y U w 2 U �I m 0 m 0 w Z CD Fn w 0 0 O ui a U U) w ao 487 � w J E W W O U DE PROJECT NO: 10.0 INDEX TITLE: C 1 SHEET NO: 1 OF 10 DATE: 03.08.10 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND SITE DATA jrUlUUn A i iTTii iTV %Tf%rrUC GENERAL EXIST NEW DESCRIPTION F.XiST NFW nFCriP1PT1nN OWNER: CUNTMACI F°UKCHAStK: HURT INVESTMENT COMPANY FREEBRIDGE AUTO P.O. BOX 8147 1400 RICHMOND ROAD CHARLOTTESVILLE. VA 22906 CHARLOTTESVILLE, VA 22911 434 - 979 -2886 DEVELOPER: FREEBRIDGE AUTO 1400 RICHMOND ROAD CHARLOTTESVILLE, VA 22911 434 -979 -2886 LEGAL REFERENCE. TAX MAP 78, PARCEL 11: DEED BOOK 2860 & PAGE NUMBER 231 TAX MAP 78, PARCEL 57B: DEED BOOK 1965 & PAGE NUMBER 32 MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: OCTOBER 4, 2007 SUBDIVISION AND BOUNDARY ADJUSTMENT PLAT PREPARED BY DOMINION DEVELOPMENT RESOURCES, LLC AND AUGUST 22, 2007 BOUNDARY ADJUSTMENT AND RIGHT -OF -WAY DEDICATION PLAT PREPARED BY DOMINION DEVELOPMENT RESOURCES, LLC IN APPROVAL PROCESS. SOURCE OF TOPOGRAPHY: ORIGINAL FLOWN TOPOGRAPHY PROVIDED BY LOUISA AERIAL SURVEYS DATE: JANUARY 4, 2007. MODIFICATIONS TO BASE TOPOGRAPHY AS PER PAVILIONS SITE PLAN, ROLKIN ROAD PLANS, OLYMPIA DRIVE PLANS, WHITE HOUSE COMMERCIAL AND CARMAX AS -BUILT PLANS. USGS DATUM 01/04/07 THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. -FLOOD INSURANCE RATE MAP NUMBER:287D, DATED: FEBRUARY 4, 2007. THIS PROPERTY DOES NOT LIE WITHIN A DRINKING WATERSHED. SLOPE WAIVER: SDP 200900062 - ALLOWING 0.41 ACRE OF CRITICAL SLOPE DISTURBANCE PER PRELIMINARY SITE PLAN CONDITIONALLY APPROVED 1/12/2010 SUCH THAT: NONE OF THE FILL TAKEN FROM THE SITE SHALL BE TAKEN THROUGH THE FRONT ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING ON ANOTHER DEVELOPMENT SITE. BENCHMARK(SI: EXISTING STORM SEWER MANHOLE TOP EX -7 ON ROLKIN ROAD = 453.49' WATER SOURCE: 8' ACSA WATERLINE UNDER CONSTRUCTION ALONG OLYMPIA DRIVE. SEWER SERVICE: EXISTING ACSA 8" SANITARY SEWER ON ADJACENT SITE (KIA AUTO). ZONING: THIS PROPERTY IS ZONED HC -EC (HIGHWAY COMMERCIAL & ENTRANCE CORRIDOR) THIS PROPERTY IS SUBJECT TO ARCHITECTURAL REVIEW BOARD APPROVAL SETBACKS: ADJACENT TO PUBLIC ROAD: BUILDING - 30' PARKING - 10' ADJACENT TO RESIDENTIAL - BUILDING DING - 50' PARKING - 20' ADJACENT TO COMMERCIAL: BUILDING - NONE PARKING - NONE RESIDENTIAL BUFFER ZONE - 20' MAXIMUM BUILDING HEIGHT- 2-STORY OFFICE: 35' MAXIMUM BUILDING AREA: 6,000 SF BUILDING FOOTPRINT. 12,000 SF TOTAL (2 -STORY BUILDING) SITE AREAS: TMP 78-09: 36,982 SF, 0.849 SF. TMP 78 -57B to be disturbed: 13.460 SF, 0.308 SF PROJECT AREA: 50,442 SF 1.157 SF DENSITY: N/A SIDEWALK(SL 6' CONCRETE ADJACENT TO PARKING 5' ELSEWHERE DUMPSTER PAD: 10'X18' (TYPICAL) CURRENT USE: VACANT PROPOSED USE OFFICE MAXIMUM i OF EMPLOYEES: 38 (ESTIMATED) PARKING TABULATION: PARKING REQUIRED: 12,000 SF (GROSS) COMMERCIAL OFFICE ' 0.8 / 200 = 48 SPACES PARKING PROVIDED: 53 (INCLUDES HC SPACES) 3 HANDICAPPED SPACES 1 LOADING SPACES 1 DUMPSTER PADS LAND SCHEDULE: PRE - DEVELOPMENT (SF) % POST- DEVELOPMENT (SF) X BUILDING(S) 0 0% 6,000 11.9% PAVED" (0.05 AC) 2,207 (PER OLYMPIA RD RP) 4.9% 22,143 43.9% OPEN (1,11 AC) 48,235 95.1% 22.299 44.2% TOTAL 50,442' 100% 50,442' 100% ' Total area based on total land disturbed. " 7,600 SF of new Impervious pavement to be added to parcel 57B is Included in above calculations. TOTAL IMPERVIOUS SURFACE : PRE DEVELOPMENT: 4.9% POST DEVELOPMENT: 55.8% • Total Impervious area percentage based on total disturbed land area. TRIP GENERATION: AVERAGE WORK DAY TRAFFIC = 11.57 PER 1000 SF. OF OFFICE SPACE. 11.57 X 12 = 138.84 TRIPS PER DAY (ITE TRIP GENERATION MANUAL CODE 715) GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY 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. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES MALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER 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. 1. CONTACT MISS UTiLITiY AT 1(800)552 -7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATiVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOW 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 UTiLITES 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. 3. 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. 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO ACSA STANDARDS. 5. 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. IMPERVIOUS SURFACES: FLUSH B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. 8 ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER FACILITIES. 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND /OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 30X2, 303.10, AND 200.02 PER P.F.M. 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., RARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WTTH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AkMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 17. ALL WATERLINES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CCROSSING 18' VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDAARDS. 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 WATERLINNS AND SANITARY SEWER. 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC CODE. 20, ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXXXISTiNG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURRATELY 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSICON 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 SLOES OF 3:1 DR 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 DEWICES. & 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 CONTERUCTiON INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES (PART TWO) 1. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFIICATiONS FOR HIGHWAYS AND BRIDGES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 1COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS 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 STANDARD PROCTOR METHOD PER ASTM D 6911 IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASTiM 0 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL - ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6.CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 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. & IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND 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 IMMEDIAT1ELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERETY. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER SiTRUCTURAL FEATURES. 6. ALL RETAINING WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTION ON TOP. ABAN ABANDON(ED) IF IRON FOUND ADJ ADJUST IS IRON SET APRX APPROXIMATE LOD LIMIT OF DISTURBANCE BFC BOTTOM FACE CURB LF LINEAR FEET BFE BASEMENT FLOOR ELEVATION LT LEFT BM BENCHMARK MAX MAXIMUM BC BUILDING CORNER MIN MINIMUM BOW BOTTOM OF WALL MON MONUMENT CONCRETE BS BOTTOM OF SLOPE NTS NOT TO SCALE BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE CG12 ACCESSIBLE CURB RAMP PRVD PROVIDED CF CUBIC FEET R RADIUS CL CHAIN LINK REQD REQUIRED CONC CONCRETE RT RIGHT CY CUBIC YARDS R/W RIGHT OF WAY C/C CENTER TO CENTER SE SPOT ELEVATION DIA DIAMETER SQ SQUARE DC DECK CORNER STA STATION DW DRIVEWAY SW SIDEWALK EC EDGE OF CONCRETE TBA TO BE ABANDONED EP EDGE OF PAVEMENT TBC TOP BACK CURB ES END SECTION TBR TO BE REMOVED EXIST EXISTING TC TOP OF CURB FC FENCE CORNER TRM TO REMAIN FL FENCE LINE TOW TOP OF WALL FFE FINISHED FLOOR ELEVATION TS TOP OF SLOPE FT FUEL TANK TYP TYPICAL GE GROUND ELEVATION WET WETLANDS GR GUARDRAIL UTILITY WSE WATER SURFACE EDGE ARV AIR RELEASE VALVE LP LIGHT POLE BOA BLOW OFF ASSEMBLY MIA MANHOLE CO CL.EANOUT MHD MANHOLE (DRAINAGE) CPD TELEVISION PEDESTAL MHE MANHOLE (ELECTRIC) CATV CABLE TELEVISION MHS MANHOLE (SEWER) CMP CORREGATED METAL PIPE MHU MANHOLE (UTILITY) DFC DRINFIELD CORNER OHE OVERHEAD ELECTRIC DI DROP INLET OHT OVERHEAD TELEPHONE DIP DUCTILE IRON PIPE PP POWER POLE ET ELECTRIC TRANSFORMER PVC POLYVINYL CHLORIDE EW END WALL RCP REINFORCED CONCRETE PIPE FH FIRE HYDRANT SAN SANITARY FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL FO FIBER OPTIC TOP TOP ELEVATION FT FUEL TANK TP TELEPHONE POLE GL GAS LINE TPD TELEPHONE PEDESTAL GM GAS METER TSV TAPPING SLEEVE & VALVE GT GREASE TRAP LIE UNDERGOUND ELECTRIC GP GUY POLE UP UTILITY POLE GW GUY WIRE UT UNDERGROUND TELEPHONE GV GATE VALVE WL WATER LINE HDPE HIGH DENSITY POLYETHYLENE WM WATER METER INV INVERT WV WATER VALVE .... ............................... CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. - - - -- SANITARY EASEMENT - -••• GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT - STORM DRAINAGE EASEMENT 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWMER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 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 UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. O - - - - PROPERTY LINE x x 2' TC TOP OF CURB ELEVATION a v� I - - - - ADJACENT PROPERTY LINE x 12- BC BOTTOM OF CURB ELEVATION 1u.j - - - - - VACATED PROPERTY LINE C x 12' FL FLOW LINE ELEVATION 0 �- BUILDING SETBACK x 12' EOF EDGE OF PAVEMENT ELEVATION •_ 0- PARKING SETBACK =, x 12' SPOT ELEVATION ZONING LINE E x 12' TW TOP OF WALL ELEVATION W 0 x 12' B W BOTTOM OF WALL ELEVATION C � LIMITS OF DISTURBANCE a 6? TEST PIT LOCATION/BORING LOCATION 6000 MONO FLOODPLAIN LIMIT 0 w� BENCHMARK o ®- UNDISTURBED BUFFER ZONE 0 • IRON FOUND _ .. ............ ...... - - EDGE OF GRAVEL IRON SET ....... ............ ....... Q EDGE OF PAVEMENT - UD - UNDERDRAIN _...._....._....._. - - - - - ROLL TOP STORM SEWER n CG -2 STANDARD 6' CURB ......... :; .............. RD ROOF DRAIN ::::::: : : : : : .......................... -3 STANDARD 4' CURB _ s••S _ SEWER LINE F- 0 COMBINATION 6" CURB &GUTTER ............. - M TRENCH DRAIN C<'.. CG -7 COMBINATION 4" CURB & GUTTER ° "* ............. a "w WATER LINE s >. , BE BUILDING ENTRANCE -• "F7 - FIRE PROTECTION LINE ,LD LOADING DOCK %. ............. - WS - WATER SERVICE LINE BOLLARD -- '> - "-`° G - GAS LINE SIGN ............. °HE OVERHEAD ELECTRIC WIRE .,'-: . ............. - UGE UNDERGROUND ELECTRIC _...._.......... r F STEEL GUARDRAIL :- GHT OVERHEAD TELEPHONE LINE ..... ........._ ............ n WOOD GUARDRAIL .............:;<:.. UGT - UNDERGROUND TELEPHONE LINE - - PATH _ ......... ::.. __. -. cATV - CABLE TV `....- .`........., •.:.. ���� �-� TREE LINE O DRAIN INLET (DI) ................ " FENCE' .v O 0 STORM /SANITARY MANHOLE " ` ",x;..ww• "`c ' BLOCK WALL PLUG OR STUB : : : : : : : : : : : :•. : : : : :a RETAINING WALL.,......./ �/ HEADWALL STREAM / WATER COURSE oC0 SEWER CLEANOUT ............................. - - - - POND ® WATER VALVE & BOX Y 12 - INTERVAL CONTOUR FIRE HYDRANT 00 INDEX CONTOUR ® WATER METER PARKING COUNT �Q 00 © WATER WELL CROSSWALK C?V GAS VALVE HANDICAP ACCESSIBLE AISLE `� o GAS METER .' .....h:.. CG -12 LIGHT POLE HANDICAP PARKING TRANSFORMER PAD >- VAN - ACCESSIBLE HANDICAP PARKING + UTILITY POLE AN VAN ♦ GUY POLE a ° CONCRETE PAVEMENT / SIDEWALK ....... :_.._.._ :--- ------- MATCHLINE s. RIPRAP NEW ASPHALT OGRASS EC -2 BLANKET MATTING NOTES: EC -3 TYPE A 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. EC -3 TYPE B 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. _ ......................_..... O WETLAND .... ............................... CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. - - - -- SANITARY EASEMENT - -••• GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT - STORM DRAINAGE EASEMENT 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWMER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 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 UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. O O C, a�G r� Lic. No. 22402 ww �ssl QN A L E�G� a A 0 LO CQ LO O o pp � U U W � 0 0 U U z re M 0 w Y 0 w U U m 0 r GO 0 w z CD rn 0 0 10 rn U U) u a v� I C: 1u.j 0 C =a�a� 0 =umm � o�� •_ C ^ Z N Q E C W 0 C � O C, a�G r� Lic. No. 22402 ww �ssl QN A L E�G� a A 0 LO CQ LO O o pp � U U W � 0 0 U U z re M 0 w Y 0 w U U m 0 r GO 0 w z CD rn 0 0 10 rn U U) INDEX TITLE: C2 SHEET NO: 2 OF 10 DATE: 03,08,10 a v� I 1u.j 0 I co w J 1::;� Z C � a 0 w� o w 0 Q W � E--I cf) C) 04 Q Imo - �i W Q ►��4 F- 0 Hw O w� a vi DE PROJECT NO: 10.003 INDEX TITLE: C2 SHEET NO: 2 OF 10 DATE: 03,08,10 NOTE: NONE OF THE FILL TAKEN FROM THE CONSTRUCTION SITE SHALL BE TAKEN THROUGH THE FRONT ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING IN ANOTHER DEVELOPMENT SITE. �r r' r i LIMITS OF OLYMPIA .,� - / ': ^;'�'"� ✓iii°"" '� .�^` �� � CRITICAL SLOPES r WP0200600075 and replace ' - - , 0 Y .; / r rI �- e G � and cur SA� i talli ! M ' ' ' '' "/' ,i. ��•�'" • -�`' � � /' ' , !/�; �' l , Ott..• . _ , , ., r r r i : EFER WHITE -OUSE _.._.. KIA R E -FE R' TO ,, M A PLAN/ AVENDK i ,i rl� El03TlNG CONDITIONS AND DBYO PLAN C3 .: .................. -. PROPOSED CONTOUR (KIA MAJOR SITE PLAN AMENDMENT) t ....................... PROPOSED CONTOUR (WHITEHOUSE COMMERCIAL FINAL SITE PLAN) ... .... ... - .. 312 .. ... ....... EXISTING INTERVAL CONTOUR ------- ------ ------ - - - --- EXISTING INTERMEDIATE CONTOUR CRITICAL SLOPES RCIAL $ITE PLAN / 1 / 20 41 61 Ljm-j"111 1 KIA REFER TO PLAN AMENDMENT EDI- W (�-2 LAYOUT PLAN C3 i� r' V o� 1 1 1 �/ •1 /y 4, PL T H o� w Gr�c AL N. IGHT Lic. No. 224 2 � 0 � O� S _ z5 - � 1 �SI1 QN A L z �1 Q VJ N N �; C: ILi O r m � C Co °�� �^ U) L 0 N �` r O E C W 0 W /y 4, PL T H o� w Gr�c AL N. IGHT Lic. No. 224 2 � 0 � O� S _ z5 - � 1 �SI1 QN A L Z O r-� Cd z �1 Q �:- A ILi O r m � ICI Co 0 O w W � W Z o LU U Z O r-� Cd z �1 Co cam.) �:- A ILi O r m � ICI DE PROJECT NO: 10.00 INDEX TITLE: C 3 SHEET NO: 3 OF 10 DATE: 03.08.10 �1 ILi O � ICI O m W � W Z o 0 W 0 0 o � � W E--4 o to A CQ L 0 O a X W w a U3, z U Co g � U U w A U U 'b a: I O I Co Lli z4 a� w ,a O "" N J .� j U- Qi DE PROJECT NO: 10.00 INDEX TITLE: C 3 SHEET NO: 3 OF 10 DATE: 03.08.10 �1 ILi O � ICI O � W � � o Q � � E--4 o Q C.� E- 0 W w a X W DE PROJECT NO: 10.00 INDEX TITLE: C 3 SHEET NO: 3 OF 10 DATE: 03.08.10 , cu Street trees and plantings within reaulred x O y . �' // i ' Cif' O C alned to f <� - I shall be maint � c 51 ht distance triang e GQ V ° the �, ; °• irement5 Set forth by VDOT in �0 f 6 0�' ;� the re u .:. k �; j. x x x0° y C o m M for Street Trees. 668.2 RO ,k Xp°.' ca e re ulrements \N ,- -` - - -- = -- treats ,-� . �., zK : %�, ,::. �, /' X k .>�,,.. N S p a K , _ d- \. Off`, �� C'S ,o ,. - , A 0 " 1 ` - ,6 V �c�s' � �l 2A C 0 � O „ C• O° / r P G , r x n to d Exist. - G st V 0 5 / � � Z ° 6 E o• v 9 °,. rfr'' P: C-2 Ditch / 6 , ; w .O - - Q ^ to DI , P >' x O ,,. x c�Q aO v O P ®. r O -'' Extend t x O EC/ 2 itch O / x _ 1 O O W. ° 12 •� GN O 1 / �. O x X G y -A O /.% c ti s 3 / x h I 2 , X w i o%sB` V 4 LO : \ • , O' y: 1 w5 9, 11 �• X � V M�,, , / 1, : 1 , / - -, s- : ' A a O( O -, , - •* „'"' A a \ • X . ~ L X Q i -- �'y� x O. ..�v , ~.. Z - - 6 A x x X 1 _N H ti P � r•P / A %% �, ,w x � � x 10- ; ,r' 3 Wes, ' .. ' � N'• X ✓ ^;' cs x, n 1i Y , i i ir. r' - - - , Q .° w : x � NEAL N. GHT XO� s 1' ° X a " A �+� " ° X O X ty� Ltc No 2402 { A8 6 �, x Z • x i o Q c W j ;, : 1f J Uj .r�• ; O X - �� O 1 °r° o ¢ jt SS ly A V• O� � X ` ".. - h a n n w NAL O � � FF�� F � 00 -a r Y i oa i r �QG ® x '� 00 00 38' 4 °< O j� 'O rJ 1 r0 ,o m o � 4 /k�� ' O x Q PE ° �. �� x .0000, , V „ UJ - 2 O S F 0� P- .� 0 0 r _ --- X O v a. LILJ j �7 �'S 0 000 � _ 3s - - ° 'oil S ��� A 5.1 0 _ ~ S s r �� �': / / QP i ' / Dr6 \° 5 `S>� S3s - r c Xn �� o �► V „% - ~ O / / i ; i / L owl -PLO X O© C:) � - S x i N L o Oo U , _--- y , 1,77 .0 r N %56, *- o - , �, __�L] /> y V ' -� --y ° A I Q _ x0° k0° < ° :f a : X b • x 4, X `4 i O ,° = xe\ DL x� , , ;y / 4 ,- ° v f 00 x 1 x LU y-' / -'^lrj X ~ GR 2 LU ~ - - - % o : r�9 :. / "' 1 / l • i i \ 1 it / \ - , _.. . G "° O X' , - W 64 ° O x x �1 X >'' , �. ....y ✓,' ,'/ i ,/' % ��( ' ,_•' "'` x ii 1 x `�f X X X A. rr _ 2 O • ;r,��y, F A \ 1Ci ,8'JC / ! o: X O ° X O li` O ....... O x 'Sj I ALL - - x ° ;" O ,•� ° rn R DI Sf -K K. T ITV °' °• x ° ik• x H S ETC, I L - loo '; x x O ` 1' x x0. ° / - j, ° °• ° ° X° X° 4 -JNX� X E [AX-fl T = �'.) _ 0 -J �fc ( �' ��`� x �� X °�,�` " °`° O 1 5 l x _ O• j.. i Iry l �. B U3 Cn `V V REDI -SOCK R(TAI(�I ° - O X CD WALL WIT I�l;E'lA Si4FET� / r = 0 __. =73 -° x r° off' I X ^� ° O , ^,� O �°•-I Q• � k f° f �- X xQ xh O ° O v 7 _ = , O , W 68 �! _ x „v. 15 HQPE TI� M o ° a O r t LLJ (i x�0 � a O ., O O O ° O / x O - / / x' O r is ' /ly '"si9/H /�w� r. � �.':. (l /.--- / / 4� i�• x °V x ° 'O°J x°• r. °07 • I 1 I { I7�7 , i LU f i 20 0 20 40 60 en` I / ..... LE 1,> SCALE: 20 H.l ::✓ n S: � E %r f lac 1 LANDSCAPE PLAN C6 PLANT LIST QUANTITY KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT REMARK5 CANOPY (517) TOTAL CANOPY (5F) SHADE TREES 2 QPP Quercu5 palu5trl5'Prin reen' 'Prin reen' Pin Oak 2.5" 20.80 FC Beyond Prop Line at Grade 34 68 7 QP Quercu5 hellos bVlllow Oak 2.5" 419 2.933 6 Z5 Zelkovo 5errata 'Green Vase' 'Green Vase' Zelkcva 2.5" 395 2,370 ORNAMENTAL TREES 3 LG La er5troemia indlca 'Natchez' Natchez' Crapemyrtle 6' -7' 77 23! BROADLEAF EVERGREENS 53 AG Abella randiflora 'Edward Goucher' 'Edward Goucher' Glo55y Abella 24" 14 742 40 ICI-1 ilex crenate 'Heller!' Relied' Holly 24" 6 640 7 PLOL Prunu5 iaurocerou5'Otto Luyken' 'Otto Luyken' Cherrylaurel 24" 0 70 GROUNDCOVERS 398 J Junl eru5 chlne5l5'Ex an5a' Parson's Juniper 3 Gal. 3' O.C. NI!A N/A Total Canopy (51`): 7,054 LAN U--)C./HI -INCA (_ANUrT rr-UU11'CEU: 10% of Total 5ite Area Total 51te Area 50,442 5F (1, 1 6 Acres) 50,442 5F ' . 10 = 5,044 5F Reciutreci LANDSCAPING CANOPY PROVIDED: Canopy Provided = 7,054 5F STREET TREES: Frontage: G4.4 I' + 1 88.69' := 253. 10 LF Reciulred: 253. I LF /50LF ( large tree spacing) = 5.OG Trees Provided: (G) Trees INTERIOR LANDSCAPING: Required: I Tree per 10 Parklnq 5pace5 5 3/ 10 = 5.3 Trees Provided: 6 Trees Area Required: 5% of Total Parrking Area 0.05'22, 143 5F = 1, 107 5Ff Area Provided: = I ,522 5F Note: I . All 5 to plantings of trees and 5hrub5 Shall be allowed to reach. and be maintained at:, mature height; the topping of trees 15 prohibited. 5hrubs and trees shall be pruned ........ ...... _.._............... . (�2 LIGHTING PLAN Ill C6 1 1 1 •1 et 1 Lumintlire Schedule Symbol Qty Label Arrangement Lumens LLF Description 7H_ Paved Area FC at Grade 4 A SINGLE 30000 1.000 SMR40OPMA 20.80 FC Beyond Prop Line at Grade 5 AS SINGLE 30000 1.000 SMR40OPMA -SMRGS Calculation Summary Label CalcType Units Avg Max I Min Avg/Min Max/Min Paved Area FC at Grade Illuminance Fe 13.96 110.4 10.5 17.92 20.80 FC Beyond Prop Line at Grade Illuminance Fe 1 0.05 1 4.2 100 1 N . N.A. NOTES: 1. ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT FINISHED GRADE. 2. FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.5MFC FOR REFERENCE USE ONLY. 3. VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT PROPERTY OR STREET LIGHTING. 4. ALL FIXTURE SHALL BE FULL CUTOFF. 5. ALL FIXTURES ARE SHOWN MOUNTED AT 20 FEET ABOVE FINISHED GRADE. 6. ALL POLES AND FIXTURE SHALL BE DARK BRONZE. 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. APPLICATIONS • Building Perimeters, Parks, Recreation Areas, Perking Areas, Roadways, Outdoor Sales Areas, sport Courts, Outdoor Areas. CONSTRUCTION • Precision dia -cast aluminum housing. • One -place fully gasketsd die -cast aluminum lens frame. • Construction and gasksting prohibit dual, moisture, and bug entry. - Toolless entry into houaingAemp chamber via door/lene frame latch. • Corrosion resistant Duraplax 11 bronze polyester powder coated finish standard. • Optional designer finishes available. (Consult factory) 2&5' OPTICS 37,3tm I • One -piece hydroformed anodized aluminum reflector. • Type 4 reflector incorporates segmented Inserts. • 40OW MA Types 2 and 4 optics require reduced outer Jacketed lamps, s; • Meets full cutoff criteria. ELECTRICAL ,are• ��•'I'" s. ea• • Porcelain spring- loaded 4KV pulse rated socket -mogul base. • HPF CWA ballast. Fri • Electrical components mounted to hinged ballast tray, • Staring LX(HPS)- 40'F / -40•C, MA(MH T r+aESUf )- 20'F /•30'C. 2• a,m �, p i or.•, • All metal halide fixtures are pulse start. 50, t' l.km .02. 1.rdn MOUNTING som ,a2em • Factory Installed die -cast aluminum arm. • Arm contains integral wiring /splice chamber via side access. • Key slot design provides one person installation and leveling. 10 °t song �moar• WARRANTY /LISTINGS EPA -1.5 31.11 • UL 1568 listed for will locations. • Published five year limited warranty. ordering Guide Example: $MR154PMA -8 SMR 18 r4 PMit - F 8MR 13= 150(E /BTlED28) 4 PMA 1.120 17 =175 (E /BT /ED28) a 2 =208 25 -250 (E /BTX028) 2 8 =240 48= 400(ED /BT28p 4 =277 8 =480 10 =100 (ED/ET23.5) 4 LX 8.120.277 15 =150 (EDlET23.5) 3 25= 250(ED,'ET23.5) 2 40 =400 (ED/ET18)' ' Require! fW lamp for Type 3 mry ' 9equ nis E023.5 for lype 3 only. /l�E.,ia•ee• 2345 Vauxhall Road - P.O. Box 126 Union, KU 07083 800334.2212 www.excellne.com ExceLine is a Philips group brand Product information is subject to change without notice PHILIPS 04110 EM UOff FMUM 'AS' INMES AN MGS -HOUZ SIDE MAU SET ACCE880RY. SPECMCATION MU NOT AVAR AW AT 7W OF SUB1MON. CONTACT LI12MG E17'AM FOR DETARS AT EMEM 906.964.7000 3 LIGHT FIXTURE 'A' AND 'AS' C6 m W J W I� I••I� O �1 w CD W � r� 1-4 H� di W Q f' LiJ F- �� ILi J W -<4 I- 0 W O N� DE PROJECT NO: 10.0033 INDEX TITLE: C 6 SHEET NO: 6 OF 10 DATE: 03,08.10 GENERAL EROSION AND SEDIMENT CONTROL NOTES N W N N = - _ -' "' :' � � Q O O THE PRE - ' `` O W U 1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO - CONSTRUCTION CONFERENCE, - - � co ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL Q W � `M N A INSPECTION. Q QQ C U 2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA -' c REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS, 3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. THE CONTRACTOR SHALL PROVIDE DUST CONTROL DURING CONSTRUCTION PER THE VIRGINIA EROSION AND SEDIIMENT CONTROL HANDBOOK SPECIFICATIONS. DUST CONTROL IMPLEMENTATION SHALL BE PROVIDED AS NECESSARY DUE TO WEATHER, WIND AND SPECIFICATIONS. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS ODF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 w1 OF ANNUAL RYEGRASS AND CEREAII WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEIDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT To APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 500% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSAf,RY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO) HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAIL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSIONI CONTROL INSPECTOR. CONSTRUCTION SEQUENCE 1. Construction entrance shall be installed per plan. 2. Install perimeter control measures. 3. Begin construction by clearing and excavating area shown as staging area. 4. Excavated material shall be removed from site to an approved spoils location 5. Grade site according to site plan maintaining proposed drainage pattern during construction of wall etc. 6. Construct storm sewer and install inlet protection as inlet is made operational. 7. Dust control, temporary seeding and permanent seeding within the graded areas of the site to prevent erosion until construction is complete. 8. Following stabilization of the entire site and written acceptance from the county, all erosion and sediment control measures shall be removed and accumulated. Sediment to be disposed of by the contractor. See son sewer ext on shee SCALE: 1" = 20' F3O2 . ENTRANCE CONSTRUCTION �E 3.05 SILT FENCE SF D STORM DRAIN [3.0]7 INLET PROTECTION I IP Fe� 3.09 DIV R ON TEMPORARY DIKE DD }� F3_ .31 SEEDI G TS 2 P SEEDNNG T F3. 3 PS 3.35 MULCHING MU - � 3.39 [DUST CONTROL DC ti AL F J NEAL WMGHT Lic. No. 22402 �o S _ZS-'�� ONAL ca Cn CD p�° 0­4 F� W A A Z o 0 0 0 CQ � Lo �I =1 U U U U I--�1 O z a E-� W O W W Q E-1 H w� w� -3 it a n!e m 0 w Y U w x U U m 3 0 r� m 0 w Z U rn w 0 0 ui U m 4 Uj w ,p J z a W N W O � � Q O O � ~W O W U W � � Q W � � � � Q QQ W W � � H �-I Q O � ~W w U) DE PROJECT NO: INDEX TITLE: C7 10. SHEET NO: 7 OF 10 DATE: Q3.08.10 '1 1 I 1 1 i - :;:;: Dry Volume CRA VEL AND WIRE MESH DROP INLET SEDIMENT EL B Area 1 .•...._..•.•.._•_ _0 4 FILTER 18" MIN. GRAVEL (11 2"MIN. DEPTH) RUNOFF WATER 1 � II f WITH SEDIMENT �` *� <�J►�1a,�.. mil'► -�, � <�. �•� iiii!�!!' �iii_�c_'.:: ,� ,i����! %��••••�••�•••:•�� II'II1 - / ■ ■ ■ / � _; II ii!�?!! ►'Aillll�7 "I� ''�:••�•��•�•�••�•�•�•� V. WIRE MESH - :'.iii; nii!!!::::-::� -•.: _..ten, /il. ;.;.•:.;.;:;:.!.•�•�•••• � , ill !::. ;.•..;. ;.•..•.•.•..•.•'.:. FILTERED . ....•...•.•...•.:: iii ii._ ::• _:��- :::�:. i,.;.:!:•: ;.�:;:� ::: wnr IIIl;. lli 1II!II' 11!_ _ •:_... =::=i:* �IIIL_.,r u�,I�I1L�!1 iiL WATER .. IIIL711 SPECIFIC APPLICATION 11 �� METHOD OF PROTECTION APPLICABLE WHERE • FLOWS ARE EXPECTED, BUT NOT PONDING AROUND STRUCTURE 1 1 TO ADJACENT STRUCTURES UNPROTECTED AREAS. NO. A I B I C I H (ft) I Z (ft) WEIR NGTH (ft) DRAINAAGE f1REA (CfeB KT — ( Q• 01 (ft) Area 1 of (REQ) Area 1 3f (PROV) DRY VOL (REQ.) D2 (ft) �ea 2 of (REQ) Aran 2 of (PROV) 1 718 1724 1 726 13.5 13.0 4 1 0.54 866 cft 4.0 261 sf 294 sf 866 cft 2.0 6626 sf 653 sf 1 Temporary Sediment Trap Detail ST C8 Not To Scale ' GRAVEL SHALL BE VDIOT #3, #357 OR #5 COARSE AGGREGATE. 2 DROP INLET PROTECTION IP) .................................................... ............................... ................... CS NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 2. EXCAVATE A 4" x 4" TRENCH 1. SET THE STAKES UPSLOPE ALONG THE LINE OF 6 >> STAKES. A X - -- LOVi ® ® 4. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINT A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 4 \ SILT FENCE DETAIL CC NOT TO SCALE • SCREEN CURB INLET RUNOFF WATER OVERFLOW FILTERED WATER WITH SEDIMENT 94 SEDIMENT 2" x 4" — WOOD STUD LCURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. *GRAVEL SHALL BE VOOT #3, #357, OR #5 COARSE AGGREGATE. 3 CURB INLET PROTECTION IP) C8 NOT TO SCALE 70' Min Stone 3" SM -2A Asphalt Construction Access 2% Slope 2% Slope z6" 21A Aggregate Base Filter Cloth Existing Grade SECTION B —B B A 2% Slope Stone A Positive Drainage Construction To Sediment Access Trapping Device PLAN VIEW Existing Pavement Existing Pavement B I 12'* Min t *Must extend full width of ingress and egress operation 12' M 'in Positive Drainage To Sediment 2% Slope T Device I HL1,I \JIV,II SECTION A —A NOTE: A minimum water tap of 1" must be installed with a minimum 1" ballcock shutoff valve supplying a wash hose with a diameter of 1.5" for adequate constant pressure. Wash waster must be carried away from the paved construction entrance to an approved settling area to remove sediment. All sediment shall be prevented from entering storm drains, ditches, or watercourses. 5 PAVED CONSTRUCTION ENTRANCE ............................... ............................... ... ............................... C8 NOT TO SCALE Compacted Soil Flow 4.5' MIN 6 TEMPORARY DIVERSION DIKE C8 NOT TO SCALE ry 44, a� �o U NEAL N. GHT a Lic. No. 22402 w Z5 QN A L �GN, C/] V1 w rx A 0 0 A Z o O U U m 0 W Y U W U U m 0 C0 0 w z W D 0 4 CID a cn I 0 I Uj co � 0 W x J U_ I--a O � w E4 O W C:) w E w Ill l—� Q w F- J N� w 0 _ o_ (y cn DE PROJECT NO: 10.003 INDEX TITLE: C 8 SHEET NO: 8 OF 10 DATE: 03.08.10 C 0 "� C E C W 0 ry 44, a� �o U NEAL N. GHT a Lic. No. 22402 w Z5 QN A L �GN, C/] V1 w rx A 0 0 A Z o O U U m 0 W Y U W U U m 0 C0 0 w z W D 0 4 CID a cn I 0 I Uj co � 0 W x J U_ I--a O � w E4 O W C:) w E w Ill l—� Q w F- J N� w 0 _ o_ (y cn DE PROJECT NO: 10.003 INDEX TITLE: C 8 SHEET NO: 8 OF 10 DATE: 03.08.10 1 Storm _Sewer Profile EX_ 57 to STR 7 C' 9 1' = 10' Vert; 1'= 30' H o r z ... ... ._.. _. O. .._. _.. _.. ... p .. _.. ... .... .. o..0�., co _.... _... .. ..... ......... ........ .......... ..................... LD -229 Stone Drain Design Computations From Freebridge Auto 455 .... ..,.. ... 1 ..... ... ._.. �. o!', .,. .... o...... 455 ..... ... )e m ..Exrst Grade .......... .......... . ..... Flow time n Route: a \ Inc (cfs) ..... _ 14 15 450 ... .. ...... .. Proposed Grade - - o 450 445< 475$ . ...... ... P..r..op. std Grad 445 ................... 39.34 ...... gg.:56 1$° .RCP C...1 6% ......... ..� 15 -ti- cl� Ln T .... .. ¢ . - -....... ... Inc coo 440. . . _. Tot .. 440 18 u. `~ .. ...... .. ... ....... _.............0 _ ...:..........:.. o Point o_ A o AC 435; C _ a 435 ......... 9 +50 . .......:. _:.....:. _ .....:... . ....._..........w,.:..,. ..._ _..... . ......... _. 10 +00 10 +50 460` 2 Storm Sewer Profile STR 2 C9 1' = 10' Vert; I' = 30' Horz 3 Storm Sewer Profile C91' = 10' Vert; 1' = 30' Horz ♦ 000 E l �`� x6 ••. �� ARP G RGP 2A / / j j �/ C a CD c'RC ;eryd Exist. •i y > o '� / t �� i E� 2/[�itch f ,' 0--°_'m m t G 'b l- 7 j 1 DA 2 A� �A1'' y on co / // = o .,'� I �,! : Q 6,31 cfs / a - f 1 L .. r .0 �CD '� �N� -��I _ - (Refer ,to Olypia Drive C , > %;� GI Management W torr�vate r - -� P)ah for Ditch calculation 9 1 Y � 7. o ,At s . g5 y 7. �ALTH I' PV�a, . - - / rip r c -_ , / NEAL N IGHT ,f / 'A a O�F �0 `� C1f=.WALK I _ / j � / Lic. No. 22402 ' J J /J �/►�►, -� 465 L� V - %S - = / s - F 'i5 Fr E h CID G 21,2 1 CG -6 �- , / w 5 -- - / U x cd P0 U > ff;}} / l i- r �� N �- DA_ 3 ' �, ' - = 0.28 Acs. : - - �♦ 7 0.13 Acs. o r 11 r 4 � r✓' is m. 80 sr - r - - l 1 -7.1 47 5 J . ._.. / - / 1, _ m E _ O - r i - ,79 f� Q 0.83c - LU 470 o c? I / w - 465 / 0 f ! / .._ ........... �- 1 p PE L - �� M / LD :460 al:..... ...... ✓ - - C)NNECT TO ; - / EXISTING! INLET - - _ DA EX5 LLI €455 a 0.54 Acs. / Go W 10 +50 ) / z f y DA -7 C =0.74 ,� ! If 0 0. �8 Acs. w f, f` 4.96cfs• from G_� Q= 2.84Cfs / exist. pipe & 0.9 b i 1 PP • / t sructure _ � ■ F ! = 4.71 cfs STR 7 to E X 5 ■ i o GIB - Q , EMOVE EX INLET, ! / �r --- � ,.- . _ _, _ � � � �/ � ; ■ � I ' ui ao 5 Drainage Areas 20 0 20 40 60 0 w on ...................................................................... .......... ..................... _ C 9 1CQ SCALE: 1" = 20' x 4 Storm Sewer_ Pr_ofill W`� V.. ............... ........... .. .. = 10 ' ert; 1' = ...30' Horz LD -204 Stormwater Inlet Computations ...... .. ..... ......... ........ .......... ..................... LD -229 Stone Drain Design Computations From Freebridge Auto ........... . .... ..,.. ... .... _.. .. ... O ..... ... )e Pipe co rn Flow time n Route: 0 Inc (cfs) ..... ..... 14 15 16 Z 151 o _ 0.- ; ,County: Albemarle 475$ . ...... ... P..r..op. std Grad 0.04 18 39.34 z 470 15 -ti- -- _�....... .... T .... ... Exist •Grad N. Runoff Inc coo �\ . . _. Tot .. g U 18 Dn 465 °' o Point 14.9 A Coef AC 1> _ Tc a Flow o oPF® 1.8% H 460` cn S T O E (ac) Q U l� o- (min) 455: (cfs) > X > ......................... ............................... ................. C7 a ._....g_,&. ..... .............. ......._._ . _ 9 +50 10 +00 c 3 Storm Sewer Profile C91' = 10' Vert; 1' = 30' Horz ♦ 000 E l �`� x6 ••. �� ARP G RGP 2A / / j j �/ C a CD c'RC ;eryd Exist. •i y > o '� / t �� i E� 2/[�itch f ,' 0--°_'m m t G 'b l- 7 j 1 DA 2 A� �A1'' y on co / // = o .,'� I �,! : Q 6,31 cfs / a - f 1 L .. r .0 �CD '� �N� -��I _ - (Refer ,to Olypia Drive C , > %;� GI Management W torr�vate r - -� P)ah for Ditch calculation 9 1 Y � 7. o ,At s . g5 y 7. �ALTH I' PV�a, . - - / rip r c -_ , / NEAL N IGHT ,f / 'A a O�F �0 `� C1f=.WALK I _ / j � / Lic. No. 22402 ' J J /J �/►�►, -� 465 L� V - %S - = / s - F 'i5 Fr E h CID G 21,2 1 CG -6 �- , / w 5 -- - / U x cd P0 U > ff;}} / l i- r �� N �- DA_ 3 ' �, ' - = 0.28 Acs. : - - �♦ 7 0.13 Acs. o r 11 r 4 � r✓' is m. 80 sr - r - - l 1 -7.1 47 5 J . ._.. / - / 1, _ m E _ O - r i - ,79 f� Q 0.83c - LU 470 o c? I / w - 465 / 0 f ! / .._ ........... �- 1 p PE L - �� M / LD :460 al:..... ...... ✓ - - C)NNECT TO ; - / EXISTING! INLET - - _ DA EX5 LLI €455 a 0.54 Acs. / Go W 10 +50 ) / z f y DA -7 C =0.74 ,� ! If 0 0. �8 Acs. w f, f` 4.96cfs• from G_� Q= 2.84Cfs / exist. pipe & 0.9 b i 1 PP • / t sructure _ � ■ F ! = 4.71 cfs STR 7 to E X 5 ■ i o GIB - Q , EMOVE EX INLET, ! / �r --- � ,.- . _ _, _ � � � �/ � ; ■ � I ' ui ao 5 Drainage Areas 20 0 20 40 60 0 w on ...................................................................... .......... ..................... _ C 9 1CQ SCALE: 1" = 20' x 4 Storm Sewer_ Pr_ofill W`� V.. ............... ........... .. .. = 10 ' ert; 1' = ...30' Horz LD -204 Stormwater Inlet Computations Sag Inlets Only Pro': Free Bridge Office .. ..... ......... ........ .......... ..................... LD -229 Stone Drain Design Computations From Freebridge Auto ........... . ...... .... )e Pipe Velocity Flow time n Route: Inc (cfs) ..... ..... 14 15 16 Z 151 11.3 Q ,County: Albemarle 18 ... 26.7 0.04 18 39.34 z 0.07 15 0 14.2 = T From To Point z Runoff Inc coo Accum Tot Tot .. g U 18 Dn Pipe °' o Point 14.9 A Coef AC U Tc a Flow Inv Inv cn S T O E (ac) Q U v (min) :° (cfs) U) � X X � C7 a m v B M a c m 5 2 5 -2 s m 10 1 E � m ., U L) H c a� m d 5 co o 2 t a w m t, m S v_ 'e z 8 v U) 1.8 U U ir Q U CO � C� 0 a 2 0 l2 U H to r� a d a 0.00 U O � 1 1 2 3 1 4 5 1 6 7 8 1 9 10 1 11 12 1 13 14 15 16 17 1 18 19 20 21 22 23 24 12.9 (ft) (ac) 0.00 0.00 (in /hr) (cis) (cfs) (cfs) 1.76 ('I') (111) ('I') (ft) (ft) 10.0 (cfs) (cfs) (ft) (ft) (ft) STR -7 DI -7 N/A 0.36 0.90 0.32 445.00 6.5 2.11 0.00 2.11 0.016 0.08 0.020 N/A NIA N/A 100% 2.11 0.00 0.37 0.5 0.74 2.86 STR -5 DI -3B 6 0.28 0.90 0.25 4.0 1.01 0.00 1.01 0.016 0.08 0.050 N/A NIA N/A 100% 1.01 0.00 0.35 0.5 0.7 2.56 STR -5 DI -3113 6 0.28 0.90 0.25 440.251 6.5 1.64 0.00 1.64 0.016 0.08 0.050 N/A N/A N/A 100% 1.64 0.00 0.4 0.5 0.8 3.53 STR -3 DI -3113 8 0.13 0.90 0.12 4.0 0.47 0.00 0.47 0.016 0.08 0.020 0.1 1.48 0.12 100% 0.47 0.00 N/A N/A N/A N/A STR -2 DI -7 N/A N/A N/A N/A NIA 6.31 0.00 6.31 N/A N/A N/A N/A 100% 6.31 0.00 0.59 1 0.59 N/A STR -2 DI -313 4 0.17 0.90 0.15 4.0 0.61 0.00 0.61 0.016 0.08 0.020 N/A N/A N/A 100% 0.61 0.00 0.333 0.5 0.666 2.13 STR -2 DI -36 4 0.17 0.90 0.15 6.5 0.99 0.00 0.99 0.016 0.08 0.020 N/A N/A N/A 100% 0.99 0.00 0.374 0.5 0.748 2.95 STR -1 DI -7 N/A 0.23 0.90 0.211 6.5 1.35 0.00 1.35 0.016 0.081 0.050 NIA N/A N/A 100%1 1.351 0.00 0.316 0.5 0.632 1.80 ......... Pro': Free Bridge Office .. ..... ......... ........ .......... ..................... LD -229 Stone Drain Design Computations From Freebridge Auto ........... . ...... .... )e Pipe Velocity Flow time n Route: Inc (cfs) ..... ..... 14 15 16 17 151 11.3 7.71 ,County: Albemarle 18 ... 26.7 0.04 18 39.34 18.72 0.07 15 30.16 14.2 0.05 Description: Pipe Calculations From To Point Catch Runoff Inc 9.79 Accum Tot Tot Tot Up 18 Dn Pipe Inv 241 Point 14.9 A Coef AC AC Tc Int Flow Inv Inv Len S (ac) (min) (in /hr) (cfs) El El (ft) % 1 2 1 3 4 5 6 7 8 9 10 1 11 12 13 STR -EX5 STR -7 0.54 0.74 0.40 0.40 5.01 7.10 2,841 466.001 464.94 57.8 1.8 STR -7 STR -6 0.68 0.90 0.61 0.61 5.0 7.10 9.29 463.10 447.50 70.0 22.3 STR-6 STRA 0.00 0.00 0.00 0.001 5.0 7.10 9.29 447.40 441.18 74.6 8.3 STR -5 STR-4 0.28 0.90 0.25 0.25 5.0 7.10 1.79 458.50 453.00 42.8 12.9 STR-4 STR -3 1 0.00 0.00 0.00 0.251 5.1 7.00 1.76 452.90 446.80 60.8 10.0 STR -3 STR -2 1 0.13 0.901 0.12 0.37 5.1 7.00 2.58 446.70 445.00 47.8 3.6 STR -2A STR -2 N/A 0.00 NIA N/A NIA NIA 6.31 445.56 444.75 49.6 1.6 STR -2 STR -1 0.17 0.90 0.15 0.15 5.2 6.95 9.96 444.90 441.18 157.0 2.4 STR -1 ISTR-EX571 0.231 0.80 0.181 0.181 5.5 6.801 20.491 441.081 440.251 18.2 4.6 0 � � W W Z CO E-+ �' w 0 -+ W �' W � Cn 5Z-1 � O Z J w� 0 w d Q4 DE PROJECT NO: 10.003 INDEX TITLE: SHEET NO: 9 OF 10 DATE: 03,08,10 Pro': Free Bridge Office ..................... ......... District ivanna ...... .... )e Pipe Velocity Flow time n Cap Inc (cfs) (ft /s) (min) 14 15 16 17 151 11.3 7.71 0.13 18 65.5 26.7 0.04 18 39.34 18.72 0.07 15 30.16 14.2 0.05 15 26.50 12.4 0.08 15 15.90 9.79 0.08 18 17.27 9.06 0.09 18 21.15 10.19 0.26 241 48.5211 14.9 0.02 0 � � W W Z CO E-+ �' w 0 -+ W �' W � Cn 5Z-1 � O Z J w� 0 w d Q4 DE PROJECT NO: 10.003 INDEX TITLE: SHEET NO: 9 OF 10 DATE: 03,08,10 10' ASPHALT CONCRETE PAVED SHOULOER (CONCRETE PAD WIDTH) = �� CURB BACK -UP WOOD STAIN: _ _ MATERIAL SHERWIN WILLIAMS WOODSCAPES N u d ° e ° a ° ° °d ° ° a N N _ a ai PAVEMENT d ° PLACE 5' GALVANIZED WITNESS POST WITH 9' -0" "EMBER" EXTERIOR WOOD STAIN. � a � `_° o�c CAPPED ENDS PAINTED BLUE IN REMOTE AREAS (INSIDE ENCLOSURE LENGTH) PRODUCT ID # SW3029 o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT b C TO HIGHWAY DEPARTMENT APPROVAL. O a u m m oW ° p N EE NOTE 2. 3' WIDE BY p 6" DIAMETER PIPE BOLLARD, TYP. C / z ° 7' TALL GATE n E .� — v FINISHED GRADE / / MOTES J w (OPTIONAL) 10 CUBIC YARD CONTAINER ENCLOSURE •� C ° [if SHALL BE MIN. 8' -8" 44" MIN. SEE NOTE 4 i / /�/ /� SEE NOTE 1. 1, ANCHOR GUY SCREWS ARE NOT TO BE USED WITH THE COUPLING a- p U0 TOPOADIING ND HIGH O O O• / BANDS WHEN THE PIPE LENGTHS ARE LESS THAN 50 FT. WHEN PIPE w 1 OJ CONTAINER O • - I i / ,; /.; / LENGTHS EXCEED 50 FT. TWO (2) ANCHOR GUY SCREWS ARE TO BE o w rJ �1 SEE NOTE 5 %// ,�', T/ /�� USED MAAXIMUM. TWO 92CANCHOR GUY °SCREWSDI %" 25 IAA�MNETER -X W -6•', � v w (6 L X 6' W I _ - PIPE BEDDING 8" HELIX) ARE TO BE USED WITH EACH COUPLING BAND, WHEN PIPE z o X 7' -8" H) 17 I� 6" MIN. d S SHALL NOT BE USED w 17.5" 1 O / �/ LENGTH EXCEEDS S0 FT. O ° 6" MIN. (22.5" FOR COMPOUND METER) _I REQUIRED SEE NOTE 3, 2. WHEN THE SPACING OF THE LOWER COUPLING FALLS CLOSER THAN `n V) REOREQUIRED p p o d ° D ADJUSTABLE VALVE BOX W/ LID BENT JOIN 25 FT. TO THE STORM SYSTEM STRUCTURE THE DISTANCE IS TO BE C6 - METHOD T BESPAcEo mo- -WAY OFLTNE 12'-S" TOTAL DISTANCE. THE COUPLING IS TO Do G p )4. ° 3. REOUIRED 15" CORRUGATED PIPE, SEE PLAN FOR LIN. FT. QUANTITIES. `...., C� V e ° ° d ° z ° ° - THE LAN. FT. COST FOR THE PIPE IS TO INCLUDE FURNISHING AND `" - " O K, ° e ° � PLACING COUPLINGS AND ANCHOR GUYS. CORRUGATED POLY- (� P a ETHYLENE PIPE LENGTHS GREATER THAN 50 FT.MAY BE USED AS p —I AN ALTERNATE PROVIDED THE COUPLING SA ANCHORAGE DESIGN a�G ND 60" IS SUBMITTED BY THE MANUFACTURER FOR THE ENGINEER'S REVIEW z CN AND APPROVAL. � CD o p 36" -�, 4. REQUIRED 15" CORRUGATED PIPE MUST BE TERMINATED AT THE TOE °O z Z OF FILL SLOPE WITH AN APPROPIATE END TREATMENT. FOR 341 SLOPES C AND FLATTER THE PIPE MAY BE TERMINATED WITH A STANDARD ES -2 O5 Q 180 D END SECT[_ ON OR TIED INTO ANOTHER DRAINAGE STRUCTURE. FOR p d d d a STANDARD �y �' SEE NOTE 3. OF THE FOLLOWINGEENDRTREA 19 o S THE SSEE PLANS FOR REQUIiEDD� v a swlN SECTION TYPE OF STRUCTUREh D DESIGN CONCRETE PAD d METHOD I+ TERMINATE PIPE WITH A STANDARD ENO WALL OR OTHER DRAINAGE TO WITHSTAND 10,000 #/ O C (22.5" FOR COMPOUND METER) STRUCTURE, PIPE BE APPROVED BY THE ENGINEER FOR PIPE LENGTHS LONGER THAN 50 FT. COUPLING BANDS WITH ANCHOR GUYS ARE TO SINGLE WHEEL LOADS f ts" MIN. � -- -175' M.J. GATE VALVE �/ �� /� //� � /% /�/ BE USED AT t2••B' C�c MAXIMUM SPACING. CONCRETE PAD WIDTH) r a e I - ° / /i / , // METHOD 1: TERMINATE PIPE WITH A STADARD ES-2 END SECTION ANCHORED WITH HEAL WRIGHT COUPLING BAND AND ANCHOR GUYS. ADDITIONAL COUPLING BANDS AND ANCHOR GUYS ARE TO BE PLACED AT 12' -6" C -C MAXIMUM FOR THE Llc. No. 22402 37" MIN. r REMAINING LENGTH OF PIPE. 4 TYP. DUMPSTER PAD DETAIL Q_ j S. MORTAR REQUIRED CORRUGATED PIPE INTO THE WALL IF PRECAST C 1 O ........................ � Z.S '� �' w T STRUCTURE IS USED. NOT TO SCALE off, s ` �_ METHOD IC 12 MIN. WINGNUT LOCKING ASSEMBLY `�SICNAL ° WATER LINE 10' MIN. CLEARANCE BYPASS li � DUMPSTER DIMENSIONS: 6'x6' 5/4 x 4 WOOD SLATS 3 SLOPE ANCHOR FOR HDPE PIPE CIO NOT TO SCALE °w NOTES: 2500 P.S.I. C10 2x4 TOP RAIL 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. CONCRETE 8 d 2'x 2' BEARING AREA. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 ". THRUST BLOCK d MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ° SWING GATE, TYP. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED Z z � WATER PROOFING COMPOUND. d d d SEWER SERVICE LATERAL CONNECTION NOTES: 8' -8" 6x6 POST O v C/] a a 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 2x4 BOTTOM RAIL �' m AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS w NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE fx A � 1 TYP. 2 METER VAULT DETAIL LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE GRADE ___ -- _ TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE C 1 O NOT TO SCALE TYP. GATE VALVE DETAIL CONNECTED TO THE MANHOLE. NOT TO SCALE C 1 JO 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL ,// �� � . .z � ,, � ` , ,, R , � •,+ �,• � // BE CONNECTED USING A PIPE SADDLE. m 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 4" STONE BASE AND GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL (1/4" PER FOOT) j \. .� //s CONCRETE OF 3000 PSI :: \ / / \� o \ / \\ \SAT 28 DAYS, OR STRONGER,�� >• -� \ \�\ z cn 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN //� j// REINFORCED WITH A % s.x /// 0 0 0 DIAMETER OF 4 ". \ \\ \MINIMUM GRID OF WIRE //� REINFORCING OR 4 BARS CONCRETE FOOTING Na Q 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER \\ %SAT 12" ON CENTER \ \/\ Typical Gravity Wall OF 3 FEET. \ / / \ \ / / \ \ / / \ \ / / \� \ \\ \ \r \ON CEN % 24" IN 24'MfN . . / /� //• �, / /, / //. /i. /� � 6 DRAIN LAYER with 28" Blocks $" 8" INITIAL BACKFILL 8" 8 ++ No Scale MIN. MIN. \ MIN. MIN. SALT O � TREATED LL; 6" BEDDING 2 x 4 FINISHED GROUND MARKER COMPACTED FILL c r #68 STONE MATERIAL C:> c *STABLE SOIL RCOCK 8 BOARD FENCE DUMPSTER ENCLOSURE DETAIL Note: * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL CIO NOT TO SCALE A Load Condition A Shown STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND b (NoBackslope - NoSurcharge) THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF a #68 STONE. rn Move Blocks Forward During 28" Top Block Installtion to Engage Shear FOUNDATION IN POOR SOIL UNDER—CUT CONDITION PLUG END of 1" COMPRESSION x 3/4" MALE PIPE COUPLING Wall) SECTION SETBACK =1.25" Knobs (Typical) MAIN LINE SERVICE LATERAL OR APPROVED EQUAL co (4o ° Batter Angle or, Ground Level 45'0 0 U_ C 4 "MIN INITIAL BACKFILL 4' MI I I ( 1" TYPE "K" ��1ir��� UNSTABLE - $" $" - SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY y �. _ MIN. MIN. IwIIN MIN. I--I Exposed Free Draining Backfill to Extend =_ O = = #68 STONE RESIDENTIAL SERVICES OR DUAL RESIDENTIAL \` = AND IRRIGATION SERVICES. v =- :GRANULAR FILL AS O 1'x1•x1° TEE (� Wall Wall at Least 12" Behind Wall _ - \ Height � � � APPROVED BY ACSA ST L IL ��CK� STABLE SOIL OR ROCK IN LINE WYE -TEE - - - Non -Woven Geotextile NOTE : 101 11 Ground 11 Level -_ -� -" -� •��- - Fabric 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. E��j4 - I - I I- I -(• � - PLAN NOTE: � ILi 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED NO SWEATED FITTINGS �..� 28" Bottom Block INITIAL BACKFILL. . _ ABOVE THE VARIES ~ 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. E _ILl J I I1 !I _l.. it Leveling P`�_ 11. � .I � DUAL SERVICE - - -� - 4 FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED MALE PIPE COUPLING - .- -- NO ORGANIC OR 1" COMPRESSION x 3/4'• w I ti I _I,- OR APPROVED EQUAL - - = Perforated Sock Drain IN THE TRENCH. - - Crushed Stone _ (As Specified by Engineer) 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. TYP. SEWER SERVICE LATERAL CONNECTION DETAIL ,' TYPE K 12-4 W SOFT COPPER h--1 Leveling Pad 6 TYP. DI WATER LINE INSTALLATION & BEIDDING DETAIL ZLOY NOT TO SCALE O � C 1 O NOT TO SCALE FOR USE ON DETACHED SINGLE FAMILY W a W RESIDENTIAL SERVICE WHERE AN IRRIGATION I—I METER IS NOT PROVIDED. See Redi - Rock.com for Detailed 4,000 PSI Concrete w ^ Section Drawings of Each Condition 4" ' ' FE' Shown in the Design Charts - SINGLE SERVICE Q4 • � 6 NOTE: r , '+ 1) SADDLES SHALL BE USED ON PVC PIPE. W � ~ CAST IRON LID En 4' T— COMPACTED #4 @ 12" � FINISHED GRADE n CLASS A3 CONC. 4" VDOT 21A SUBGRADE EACH WAY III- 1I,;,I�J ;111, ,1J1� U ; X1,;,111,;,1,;,111 III= I—I SLOPE: 1/4" 1' 95% COMPACTED - W 1- 10' -15" I -_ �N -III I � I_ � � � oraAwnav � BALL I� METER �-� _j � .JOHNSON 12MM Redi- Rock" LLC " 1 Q TYP. DUMPSTER PAD SECTION VALVE II BOX Z (INLET & -1 � I III (fir ~r� nwnovmer utnrnnoFlLE RINl,ON +r OUTLET) _ 1 WF -�--I Qj Typical 28 in Block Gravity Wall.d%g - C 1 O NOT TO SCALE 36" MIN. III I I COPPERSETTER N� _ ISSUE DATE SCALE NO SCALE s1 OF 1 �� -T 'Ell I d U) L COMPACTED VDOT 21A STONE BASE (IF BEND COUPLING - SUBGRADE _ (IF REQUIRED) ��+ II- - METER DE PROJECT NO: 10.003 95% COMPACTED 2" - SM 9.5A INDEX TITLE: TYP. PAVEMENT SECTION- SIDE WALK BRICK AS 00000000000 C NECESSARY NOT TO SCALE 000000000000 CORPORATION STOP 6 "- VDOT2IA 00000000000 00 cc) oo00occ) 00000000000 rj TYP. 28" BLOCK REDI -ROCK RETAINING WALL DETAIL SHEET NO: 10 OF 10 C1 O NOT TO SCALE ............. 1 1 TYP. PAVEMENT SECTION - PARKING AREA 1 TYP. SERVICE LATERAL INSTALLATION DETAIL ............................................................... ............................... ............................ ....................... ........ NOT TO SCALE C 1 O NOT TO SCALE C 1 O .............................. DATE: 03.08.10