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HomeMy WebLinkAboutWPO201800004 Plan - VSMP WPO VSMP 2018-02-06A s� TMP 78-10A NIT' Vassalos LLC DB 2224-259 SGC CI IF rrL— 152. Residue Of TMP 78-11 Hurt Inv, Co., Inc. DB 3657-580 4.811 ac 4 k 1/ 0 W N CO F f c . z r ■ r x r x t ■ v. M/,1 HLQIM 77MYVA 09z 7111OU N 49'14'02"W 207.35' TMP 78-57B N/F Free Brtidge Auto Sales DB 1965-32 N5g'08__ 5. 5 W Lot A A Portion of TMP 78-11 0.849 Acres d DOS ,90'991. FJI 3„99,92.6� S sob' 09/-'1,............... soil 910.0 ...... t o sod 9LL.l .......—V6_ :AaDWU TMP 78-9A N/F Saandav, LLC DB 3383-604 SGC D g4.05' 476.15 (Total) IF 2�0.01' Lot D A Portion of TMP 78-11 Z 0.742 Acres 0 New 10.5' cci Sidewalk Easement ri Dedicated to Public Use zif DTti� 1 S 6gp"I 06 45 BP3657 � 5 IS C� S SGC B z0 IF Sidewalk, --- Easement (DB 4051 PG 494) 0 _ -o 9 C q) C\1 () < LLI (D o u 0 cc) a� o ® N L L LU o s m 0 w U W U 1 T c U ®GENERAL I TI N p m ® EXISTING CONDDITIONS.,M AND LAYOUT PLANS 0 ® I LA 1i C5 - EROSION A ND SEDIMENT CONTROL PLAN 0 W ® E&SC EXISTINGITI N W DETAILS ® PROFILES/DRAINAGE AREA SHEET 0 co ui U cn ® ® on C w I z I J Q® ® CD LLl J w ®� r w 00..: DE PROJECT NO: 10.003 INDEX TITLE: C I SHEET No: 1 of 8 DATE: 1/3/2018 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND SITE; DATA GENERAL UTILITY NOTES - GENERAL EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION 1, CONTACT MISS UTILIIIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. TIME OWNER: CONTRACTOR SHALL VERIFY ALL U11LITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN ABAN ABANDONED) iFIRON FOUND PROPERTY LINE x'I ":" x 125 TC TOP OF CURB ELEVATION F&S FINANCIAL MARKETING, INC SATISFACTION. 1400 RICHMOND RD 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 ADJACENT PROPERTY LINE x 1 W' BC x 12' BC BOTTOM OF CURB ELEVATION CHARLOTTESVILLE, VA 22911 REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE 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 X 1(' F E x 12' FL FLOW LINE ELEVATION DEV� VE Q� PER: UTTLITES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UilL1TES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. FREEBRIDGE AUTO PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, BFC BOTTOM FACE CURB LF LINEAR FEET BUILDING SETBACK x 16' E=, x 12' EOP EDGE OF PAVEMENT ELEVATION AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING 1400 RIChIMOND ROAD UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BFE BASEMENT FLOOR ELEVATION LT LEFT CHARLOTTESVILLE, VA 22911 PARKING SETBACK % 1 x 12' SPOT ELEVATION 434-979-2886 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 THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED -> � ® ZONING LINE x 1 x 12' TW TOP OF WALL ELEVATION LEGAL REFERENCE: TAX MAP 78, PARCEL 11A1: DEED BOOK 4179 TIC PAGE NUMBER 104 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 THE CONFLICT AND CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING ADD111ONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR x. 1 >B x 125BW BOTTOM OF WALL ELEVATION TAX MAP 78, PARCEL 57B: DEED BOOK 1965 &PAGE NUMBER 32 ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. BOW BOTTOM OF WALL MON MONUMENT CONCRETE � � LIMITS OF DISTURBANCE MAGISTERIAL -DISTRICT. RIVANNA 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BS BOTTOM OF SLOPE ! TEST PIT LOCATION/BORING LOCATION BE INSTALLED ACCORDING TO ACSA STANDARDS. NTS NOT TO SCALE ., FLOODPLAIN LIMIT BENCHMARK SOURCE_ OF BOUNDARY SURVEY- OCTOBER 4, 2007 SUBDIVISION AND BOUNDARY ADJUSTMENT PLAT PREPARED BY DOMINION 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE � UNDISTURBED BUFFER ZONE DEVELOPMENT RESOURCES, LLC AND AUGUST 22, 2007 BOUNDARY ADJUSTMENT AND RIGHT-OF-WAY DEDICATION PLAT PREPARED BY AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: IRON FOUND DOMINION DEVELOPMENT RESOURCES, LLC IN APPROVAL PROCESS, CG12 ACCESSIBLE CURB RAMP PRVD PROVIDED SOURCE OF TOP GRA HY: ORIGINAL FLOWN TOPOGRAPHY PROVIDED BY LOUISA AERIAL SURVEYS DATE: JANUARY 4, 2007. A. IMPERVIOUS SURFACES: FLUSH B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CF CUBIC FEET R RADIUS m - EDGE OF GRAVEL IRON SET MODIFICATIONS TO BASE TOPOGRAPHY AS PER PAVILIONS SITE PLAN, ROLKIN ROAD PLANS, OLYMPIA DRIVE PLANS, WHITE HOUSE 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE CL CHAIN LINK READ REQUIRED � _.." � EDGE OF PAVEMENT ao --_ Uo UNDERDRAIN COMMERCIAL AND CARMAX AS -BUILT PLANS. USGS DATUM 01/04/07. THE TOPOGRAPHY WAS FIELD VERIFIED ON AUGUST 24, 2012. 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 CONC CONCRETE RT RIGHT ROLL TOP _ «._... STORM SEWER THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. I; G--2 CG-2 -FLOOD INSURANCE RATE MAP NUMBER:287D, DATED: FEBRUARY 4, 2007. CY CUBIC YARDS R/W RIGHT OF WAY STANDARD 6" CURB - ray --RD ROOF DRAIN 8. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. C/C CENTER TO CENTER SE SPOT ELEVATION Cry � CG-3 STANDARD 4" CURB SEWER LINE THIS PROPERTY DOES NOT LIE WITHIN A DRINKING WATERSHED. 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE DIA DIAMETER SQ SQUARE CG o CO-6 COMBINATION To TRENCH DRAIN SLOPE WAIVER: SDP 200900062 - ALLOWING 0.41 ACRE OF CRITICAL SLOPE DISTURBANCE PER PRELIMINARY SITE PLAN ACCEPTANCE OF ALL UTILITIES. - - 6„ CURB &e GUTTER - - CONDITIONALLY APPROVED 1/12/2010 SUCH THAT: NONE OF THE FILL TAKEN FROM THE SITE SHALL BE TAKEN THROUGH TFI€ FRONT -----____ ..___ ....._.._ 10 ALL CONCRETE USED IN UTILITY' CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. DC DECK CORNER STA STATION -- CG-7 COMBINATION 4" CURB &e GUTTER _ U•; ..__.._. s"w WATER LINE ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING ON ANOTHER DEVELOPMENT SITE. 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. DW DRIVEWAY SW SIDEWALK FIRE PROTECTION LINE BENCHMARK(2 EXISTING STORM SEWER MANHOLE TOP EX-7 ON ROLKIN ROAD = 453.49' 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR EC EDGE OF CONCRETE TBA TO BE ABANDONED '4�e ®BE BUILDING ENTRANCE --- ----� �� �-�-"- 4"EP NOTED ON THE PLANS. �.o Lo LOADING DUCK --- >------- v+s - WATER SERVICE LINE WATER SOURCE: 8" ACSA WATERLINE UNDER CONSTRUCTION ALONG OLYMPIA DRIVE. EP EDGE OF PAVEMENT TBC TOP BACK CURB 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER BOLLARD c GAS LINE SEWER SERVICE: EXISTING ACSA 8" SANITARY SEWER ON ADJACENT SITE (KIA AUTO). FACILITIES. ES END SECTION TBR TO BE REMOVED ' ZONING: THIS PROPERTY IS ZONED HC-EC (HIGHWAY COMMERCIAL � ENTRANCE CORRIDOR) 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO EXIST EXISTING TC TOP OF CURB __..T�__ -�- SIGN _. _.._ :;,E ,..� ,".", oHE OVERHEAD ELECTRIC WIRE NOT LESS THAN 95% OF MAXIMUM DENSITY, IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. THIS PROPERTY IS SUBJECT TO ARCHITECTURAL REVIEW BOARD APPROVAL. FC FENCE CORNER TRM TO REMAIN UGE --------- UGE UNDERGROUND ELECTRIC 15, CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO _.FIN _....... STEEL GUARDRAIL SETBACKS: CONSTRUCTION OF SUBBASE AND/OR PAVING. FL FENCE LINE TOW TOP OF WALL - CHT oHT OVERHEAD TELEPHONE LINE ADJACENT TO PUBLIC ROAD: 16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED _1.._...., n WOOD GUARDRAIL UNDERGROUND TELEPHONE LINE BUILDING - 30' ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE FFE FINISHED FLOOR ELEVATION TS TOP OF SLOPE -" ucT PARKING - 10' STANDARDS AND SPECIFICATIONS OF VDOT, FT FUEL TANK TYP TYPICAL _ _ PATH -,T=, - cAT� CABLE TV ADJACENT TO RESIDENTIAL: 17. ALL WATERLINES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" VERTICAL CLEARANCE BUILDING - 50' (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. GE GROUND ELEVATION WET WETLANDS"" TREE LINE DRAIN INLET (DI) PARKING - 20' 18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A GR GUARDRAIL UTILITYE WSE WATER SURFACE EDGE h FENCE ' ll 3 STORM/SANITARY MANHOLE ADJACENT TO COMMERCIAL: MINIMUM 5 FOOT SEPARATION FROM PUBLIC WA`TERMAINS AND SANITARY SEWER. BUILDING - NONE I9. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC ARV AIR RELEASE VALVE LP LIGHT POLE --�----""-"--"-� - - BLOCK WALL m PLUG OR STUB PARKING -NONE CODE. RESIDENTIAL BUFFER ZONE - 20' DOA BLOW OFF ASSEMBLY MH MANHOLE _...__ -._ ._. _ _ _ _ _ _ RETAINING WALL / HEADWALL 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON MAXIMUM_ BUILDING HEIGHT. PLANS. CO CLFANOUT MHD MANHOLE (DRAINAGE) •• STREAM / WATER COURSE <`'' oco SEWER CLEANOUT 2-STORY OFFICE: 35 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. CPD TELEVISION PEDESTAL MhIE MANHOLE (ELECTRIC) -..-_-..- POND WATER VALVE &BOX 22.EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, MAXIMUM BUILDING AREA: TO MATCH FINISHED GRADES. CATV CABLE TELEVISION MHS MANHOLE (SEWER) ; ,2 " - 12 INTERVAL CONTOUR FIRE HYDRANT 6,000 SF BUILDING FOOTPRINT. 12,000 SF TOTAL (2-STORY BUILDING) GE NERAL CONSTRiTCTION NOTES (PART ONE CMP CORREGATED METAL PIPE MHU MANHOLE (UTILITY) "_. 300 oo INDEX CONTOUR ® WATER METER SITE AREAS: TMP 78-11 A1: 36,982 SF. 0.849 SF. 6 F IMP 78-578 to be disturbed: 113 0.308 S 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE DFC DRAINFIELD CORNER OFIE OVERHEAD ELECTRIC ! . , 10 PARKING COUNT WATER WELL OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS ` ' PROJECT AREA: 50,442 SF 1.157 SF OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. DI DROP INLET OHT OVERHEAD TELEPHONE 3 E CROSSWALK o V GAS VALVE DEN: N/A 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. DIP DUCTILE IRON PIPE PP POWER POLE cM %/ '//�❑�❑ % //////❑ HANDICAP ACCESSIBLE AISLE o GAS METER SIDEWALKS : 6' CONCRETE ADJACENT TO PARKING 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ET ELECTRIC TRANSFORMER PVC POLYVINYL CHLORIDE - 5' ELSEWHERE rj A_N CC-12 LIGHT POLE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. EW END WALL RCP REINFORCED CONCRETE PIPE �= HANDICAP PARKING L,,,, ❑ TRANSFORMER PAD DUMPSTER PAD: 'IO'X18' (TYPICAL) 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES OVER 3:1 WILL HAVE VEGETATIVE GROUND COVER PER ALBEMARLE COUNTY CODE. FH FIRE HYDRANT SAN SANITARY ❑' VAN ACCESSIBLE HANDICAP PARKING ® UTILITY POLE CURRENT USE: VACANT FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL �'�� VAN 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS - GUY POLE PROPOSED USE: OFFICE DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. FO FIBER OPTIC TOP TOP ELEVATION CONCRETE PAVEMENT / SIDEWALK 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. FT FUEL TANK - MATCHLINE MAXIMUM # OF EMPLOYEES: 38 (ESTIMATED) UNLESS TP TELEPHONE POLE �, � ,�;�tl "Ix RiPRAP8. OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -- CLASS III. GL GAS LINE `TELEPHONE ={: PARKING TABULATION: 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS TPD PEDESTAL NEW ASPHALT FOR THE CONTRUCTTON INDUSTRY (29 CFR PART GM GAS METER �.. * PARKING REQUIRED: 12,000 SF (GROSS) COMMERCIAL OFFICE 0.8 / 200 = 48 SPACES 1926).+ TSV TAPPING SLEEVE &VALVE GRASS 10, RETAINING WALLS WILL NOT BE INSTALLED UNTIL SEPARATE PERMITS AND APPROVALS ARE OBTAINED. PARKING PROVIDED: 53 (INCLUDES HC SPACES) 3 HANDICAPPED SPACES 1 LOADING SPACES 1 DUMPSTER PADS LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % 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 44.27 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) GE NERAL 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. TIME 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 SHALL 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. GE NERAL 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 SPECIFICATIONS 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. 3. COMPACT 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 698. 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 OBJECTIONAL 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: ASTM D 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 EXISITING 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 IMMEDIATELY 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 PROPERTY. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 6. ALL RETAINING WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTION ON TOP. GT GREASE TRAP GP GUY POLE GW GUY WIRE GV GATE VALVE HOPE HIGH DENSITY POLYETHYLENE INV INVERT UE UNDERGOUND ELECTRIC UP UTILITY POLE UT UNDERGROUND TELEPHONE WL WATER LINE WM WATER METER 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. DIE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITJNG UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED 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. EC-2 BLANKET MATTING EC-3 TYPE A FF-u �� �T1❑t EC-3 TYPE 0 �n-�n- WETLAND SANITARY EASEMENT "L. 0061MIMI, Ong DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT 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. 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 OWNER. 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 ENVIRONMENTAL QUALITY (DEQ). PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH DEQ 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. L � U d N _ N��OZ W NMG)z 41 0 `f � tl ® N L r� u t p T IT op ^�c.N . 028 I2: Lia. 1�Io, 33028 10 1/31/18 N�LONAL fia NEON > a" i INDEX TITLE: U 2 I I W I® W W SHEET NO: 2 Of 8 DATE: 1/3/2018 tE r / / EXISTING CONDITIONS AND DEMO PLAN PROPOSED CONTOUR A0A MAJOR SITE PLAN PROPOSED CONTOUR (NONSCANE CENTER FINAL SITE PLAN) ------ -312----- EXISTING INTERVAL CONTOUR --'-'--------- EXISTING INTERMEDIATE CONTOUR CRITICAL SLOPES 7 . / / / /~ / . / / . / / / / 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. NT ED|-R WA o �2)IAYOUT PLAN -j�E �u Cm C < m �� N0 mmD �� v� �� C �~ �� — 0 (� �~ �� �~ N0 �� �� 205 -0 ~. � ~~ m ^~ / / / / / 0 SHEET NO: 3 of 8 -9 006 DATE: 1/n/�01A . ^/"Y�~^� 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 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 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. 7. All 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. 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 of 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 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that 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 of 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 Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal 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/100sf. Alternatives are subject to approval 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 seeding 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 approval 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 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary 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 final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22, Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-207B) 1. Construction entrance shall be installed per plan. 2. Install inlet protection to ST-1. 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. 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"-I. -, -111 - - I -1 � 11 � " " .- ." -' - — �'- --- - - - -- - -.-- - - - - "I I -� I - , ', '� r, 1-11, 11"fl - -1 ..- () ---,, -" " --" , - � , , , �� _' - 1Y , 11 , , , , . .. .... - ... ..... - -,-. 11 � - - I ". , �' �' , , "'� " - _ - � - --- �) -- - -1 ""' --- - --- -, , - - . - 11- -1. -1- -, - "' --,--, " ." - '_ --� , .'. - - " �' " '�' -- 11 fl "/// . ..... 1. -_ - - "I -- - " " - " - -.- - -1 I'll, -- � ... 0 ' 11 -, - - I,--- . -..- --- -" -- , - I , , � � / iff, / f ,- /- - -1- -,- � ',l -" -, 1- - - .... � 1. , , -- , , ��' � � ,-- - -- -, _,,- "- -1 - '- - -- -- .- - -- - --- -", -- - ,--,- _- -11 -- "---" , , _" "I , - '� '. .'�� I r I "'�z ll�l , I , _- -, -- -"- _ - -, "I. �. -.. --- - - --- ---- --- -- --- - --- . ..... --l-," -- - -- -- - - -- --1 -- ", , -1 .11' I'-- -1 - -` - - I <� -11 // , � -" - -. -- - -- -"' - -1 ----- -� -- --- -- - -, ' ' , , // - --- - - - -,- --- - --- ---"' ----- - - - - - 11 - - -, '; , "� "I . 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'� I I 1, Lc) , , 7 IZ I - - -"- -' -"' - - - -- ---..-- - -1 ... - - -­ - -.- - , - �� .- , - - ��' -- , "��'� '.." , " ---1 _ , I - -' I �� , f - - � -1- - . - -- - - ,- ' �' I " - - - � 1-1 � - - --" - - - - - - - - �' � _ " , , --1 I , , - -, -- -- - - - I - -- - -- - - , '- - - - I , - ----, --- - --- ' -- - . -- 0 - -- --- '� , � "I , - - - - � - " -1 - -- 11 - - -�' , - , - -1 -- - - -1 11 �11 �' , - - - , - � � ,- .-- - - , -,- - , - � - - - - - -:�- ,-- - ::� -, - -- --- - --- - --- -- r\0 -1 ---- --- - - --- -, ,,,, -� ,,, I- , '� �'�' -p- '- ---- ---- � - - -- - _ --.- --- -,- - - --- -- _--4A "-- I - -, ".. - - - -. - --..- -- -,- - ' - � - , , - , , - I I I / '�' 1�1 , I -� , � :�� -- , --- -- '� � � I , - - , I , I -1 / -.::�: , , , , , - , . (/ x " - - 1". , , �" , , " � " .... - - .,- - -- - "-, --- -- --- ----,4 - - --' -'I- --- -- - -.-.- ...- -- �-- I'- " - I - " -- , � 11 , , f " r I ! � --.- -- .--. � - .... 11- -- - - - .- -- ----- - ,-- I --- --- � . 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' , , � I 11 r�l � /�' I --'� - ' ' ' - , , -" --l- .... ' .11 ... 1-1 " i, I '- "I I �"" '�" � "I . .1 " I -- - ... 11 - , -1 . - - � - I - , '. - - , " - - I 11 -,- --- ---' - - -- - - -- � -1. " 1- .... I I- , - , -,- '- � - , "', - - - I / , "" - ---- - --- - - ------ - --- ----- -- - ,-" -, '- -" --- - ---- --- ----- -1 -"- - -- ---- ­- ---- - ---- .. .... ----- ;�� - -,-, -1. "' ' - 1- 11 -.-.-- . ........ , , -11 ----- - .11 , , -'- - _ . . ..... 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I ';,� " I c! , , �, " "",-.-.- --­­ ---// / / I/ / / � "Y - ,/- �11 11 "'I'l 11 , " I" --.11l �' / / I .1- r24 � I / I "I'll"I'll, ll�� . . . . . � x /' -I- . 1, / / 1-1 / / . / I " \1 --.;4� � �- , - I rz "I -...�'-'-'-',"-,-,",-"".,�l, I -;'� -"----,,"' I " -- - 11" I * I/ / !" / / /":�' , / a ------ — - ---- 30 0 30----- 60 90 7'1��" . a�. jmi'.'��M-n u7my�m-- ---mm=T' , W','m'.'l^' ""Z'�"W� - - M- '- '� ,��.,��.,�,�,;.�T',�,��.,���.-�=�,,� m ­ .'m '-,'�-- �-' SCALE: I " = 30' ' - 1205"ll"I'll"�'IMM � I - � ' : 1 WIFIV CRITICAL SLOPES (GREATER THAN 25%) , �51� ,,, �111'12"Fv V11 ", -7--"-- Mo M �= u !=- �� — 0 �t — 4 DATE: 1/3/2Ot8 —iL� o � N U WIRE SCREEN - CURB INLET " N NILI o> = @ O GR AVEL ��7'../11T1�r�r WI.7�-► E � ES VDOT1 1a» MI• L.� 1 L ®l—� INLET 1 SEDIMENT LV� L V 1 �...:r -�. .� COARSE AGGREGATE — FIL TER — — � 18 MIN. GRAVEL (12"MIN. DEPTH) *GRAVEL FILTER CONCRETE BLOCK RUNOFF WATER --_—� WITH SEDIMENT �% <+ � I'II',1 � 6' MINIMUM �®�$ WIRE SCREEN �r �� RUNOFF WATER OVERFLOW FILTERED WATER I I WITH SEDIMENT �.: • TYPICAL GRAVEL STRUCTURE Tx of ;4�' • A': ® O f SEDIMENT WIRE MESH SEDIMENT 2 x 4 FILTERED WOOD STUD CURB INLET �, COMPACTED SOIL WATER M L F. M RS SPECIFIC APPLICATION SPECIFIC APPLICATION Lie. No. 33028 � THIS METHOD OF INLET PROTECTION IS APPLICABLE 1/31/2018 AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY ��� TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. THIS METHOD OF INLET PROTECTION IS APPLICABLE ZONAL � WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE. BUT NOT WHERE PONDING AROUND THE STRUCTURE FIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE' TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 3 CURB INLET PROTECTION IP) m C 7 NOT TO SCALE W 6' MINIMUM v GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE Uj Uj AGGREGATE. v TYPICAL EARTHEN STRUCTURE DROP INLET PROTECTION IP) C`7 NOT TO SCALE m 70 Min 1 TEMPORARY RIGHT—OF—WAY DIVERSION RWD Stone 3" SM-2A Asphalt C7 NOT TO SCALE Construction Existing _i: Access 2% Slope 2% Slope Pavement i(Ts tii. 9- \ IT A �c VTR ' w 6" 21A Aggregate Base Filter Cloth U) w Existing Grade SECTION B—B — — - CONSTRUCTION OF A SILT FENCE Existing 0 (WITN_OUT WIRE SUPPORT) B A Pavement B 2. EXCAVATE A 4" x 4' TRENCH - - --- - v� 1. SET THE STAKES UPSLOPE ALONG THE LINE OF 6 �J STAKES. 1 2% Slope 112'* Min i _ _ €�r� ` _ i� _ . — --- _ _ _ - ---- -- - - - -- - -- A X f I Stone Positive Drainage — I A !*Must extend full _ Construction To Sediment (�1 i Access Trapping Device width of ingress �+ and egress operation 34 ��•f PLAN VIEW w 42 9 Min n Positive DrainageCD d To Sediment \\\\ 2% Slope Trapping Device _ \\�\ \\ \r� i) _yi�7j-ram, �.i 4y ?� `'✓'c* .�^)' i 4. BACKFILL AND COMPACT o. STAPLE FILTER MATERIAL TO STAKES AND EXTEND THE EXCAVATED SOIL. "�� �` "�'av�`v� IT INTO THE TRENCH. (24 Filter Cloth SECTION A —A i— 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 C:) sediment shall be prevented from entering storm drains, ditches, or watercourses. 5 PAVED CONSTRUCTION ENTRANCE 7 NOT PO SCALE SHEET FLOW INSTALLATION (PERSPECTIVE VIEW CD ` - g 04 E-1 Compacted Soil -<ll rZ) POINT A SHOULD BE HIGHER THAN POINT B. NUMMISMI_vl I—._/ Flow UJI— DRAINAGEWAY INSTALLATION _— _—rr 0+ W (FRONT ELEVATION) --III III —III III- I I ICI I I -III I I ICI I I a 4 SILT FENCE DETAIL 4.5 M �1DE PROJECT NO: 10.003 �� I �I C7 NOT TO SCALE INDEX TITLE: 6 TEMPORARY DIVERSION DIKE 7 C 7 NOT TO SCALE SHEET NO: 7 of 8 DATE: 1/3/2018