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HomeMy WebLinkAboutWPO201500056 Plan - E&S 2015-12-03GENERAL CONSTRUCTION NOTES 1.) PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT- OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT CRAFT BE OBTAINED FROM FILE VIRGINA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MY NOT ACCURATELY REM07 THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF ME PERMIT SHALL GOVERN. 2). ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFlMDONS AND STANDARDS OF REST UNLESS OTHERWISE NOTED, 3.) EROSION AND SILTATION CONTROL MEASURES DRAFT BE PROVIDE IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4.) ALL SLOPES AND D19URBEO AREAS ARE TO BE FERTILIZER, SEEDED AND MULCHED. 5.) THE MAXIMUM &LOWABLE SLOPE IS 2:1 WORIZONTALNERTICNS. WHERE REASONABLY OBTAMABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6) PAVED, PIP -RAP OR STABILIUTION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF ME COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABWZE A DRAINAGE CHANNEL. 7.) ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH ME VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B.) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CUSS III. 9.) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALATION MUST COMPLY WITH OSRA STANDARDS FOR ME CONSTRUCTION INDUSTRY (29 OR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: EROSION AND SEDIMENT CONTROL PLAN 1.) THE PUN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF HAND DISTURBING ACTVIIY, 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 W 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 1) 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 STALL BE MAINTAINED ON ME SITE AT ALL TIMES 5.) PRIOR TO COMMENCING HAND [DROPPING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF SITE BORROW OR WAKE AREAS), ME CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO ME OWNER FOR REVIEW AND APPROVAL BY THE PUN APPROVING AUTHORITY. ALBEMORLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 3 OF 4 (16 JUN 2005) 8.) ME CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. T) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING HAND DISTURBING ACTIVITIES AND DURING SIZE DEVELOPMENT UNTIL FINAL STABIUZATON IS ACHIEVED. 8.) DURING DEVOURING 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 GANFAIL EVENT ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN ME EFFECTEIRESS OF ME EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY 10.) ALL FEE MATERIAL i0 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 SEEMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5116. 13.) ALL INERT MATRALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF AIBEMARLE. 1A) BORROW, FlU OR WASTE ACTIVITY INVOLVING PRISONI& TYPE POWER EQUIPMENT SM)L BE LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM. 15) BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCT) IN A SAFE MANNER IRAN MAINTAINS LITERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL MADE TO ADJACENT HAND AND IMPROVEMENTS, AND MMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16.) THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAN, REMOVE OR CONVENT TO PERMANENT SIORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PUN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17.) TEMPORARY SLWIBZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER i0 FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER WE OR IN MARCH PAID APRIL CONSIST OF ANNUAL RYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT e0LB5/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY ME COUNTY EROSION CONTROL INSPECTOR. 18) PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9ULBS /1000SF, INCORPORATED INTO -10 I%. PERMANENT SEEDING SHALL BE APPLIED AT IBOLBS ACRE AND THE 19 F 9 INCHES OF SOIL OR FESCUE SHALL N PPPUED AT NNAL INT ACRE VINO CONSIST OF A 10 AS NUTRIENT M / CONSIST OF 95% KENTUCKY 31 OR TALL ONTRO AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BWEGRASS. STRAW MULCH IS i0 RE APPLIED AT BDLBS /10056 ALTERNATIVES WE SUBJECT TO APPROVED BY FILE COUNTY EROSION CONTROL INSPECTOR. 19.) MAINTENANCE: AIL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL ANY MMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS AREAS E TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. ARE TO BE AND DID WHEN 50% OF THE WELL STORAGE VOLUME IS E FlTO WITH SEDIMENT. NL SEEDED PR SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLFANm AND REPAIRED IMMEDIATELY. 20.) AIL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURER ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES PRE NO LONGER NEEDED, SUBJECT i0 APPROVAL BY ME COUNTY EROSION CONTROL INSPECTOR. EROSION AND SEDIMENT CONTROL NARRATIVE ALL EROSION AND SEDIMENT CONTROL MEASURES SHAD BE INSTALLED IN ACCORDANCE WITH DIE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. CONTROLS UTILZEO: 1) CONSTRUCTION ENTRANCE (CE) - INSTALL AT THE INTERSEWON OF STATE ROUT 20 AND THE EXISTING FARM ROAD GATED ENTRANCE. ENTRANCE TO BE INSTALLED AS PER SPECIRMTONS OUTIMED IN 3.02 OF SAID HANDBOOK. 2.) SIUFENCE (SE) - INSTALL AS SHOWN ON EROSION AND SEDIMENT CONTROL PLANS. ADDITIONAL FENCING MAY BE REQUIRED IF SO DEEMED NECESSARY BY THE COUNTY OF ALBEMARLE. FENCE TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 305 OF SAID HANDBOOK. 3.) CULVERT INLET PROTECTION (CIP) - INSTALL AS SHOWN ON EROSION AND SEDIMENT CONTROL PAS. PROTECTION TO BE INSTALLED AS PER SPECIFICATIONS OUTLINED IN 3.08 OF SAID PRODUCER. O BE AS PER SPECIFICATIONS OUTLINED IN 3.12 OF SAID HANDBOOK. 4) DIVERSION DITCH (OD) - INSTALL AS SHOWN ON EROSION AND SEDIMENT CONTROL PUNS. DITCHES T INSTALLED 5) SEDIMENT M TRAPS) LE - INSTALL AS SHOWN ON EROSION PAID SEDIMENT CONTROL PLANS. (RAPS 1D BE INSTALLED AS PER SPECIFICATIONS OUILNED IN 3.13 OF SAO HANDBOOK. SEE SEDIMENT TRAP SCHEDULE FOR DESIGN INS SILO ON. 7.) TEMPO PROTECTION (OP) - INSTALL AS SHOWN ON EROSION VINO SEDIMENT CONTROL PUNS. PROTECTION TO BE INSTALLED AS PER 30 JA BATONS DUNNED IN TALL OF SAID HANDBOOK. 30 JAM STRONG TO BE INSTALLED AS PER 7J TEMPORARY SEEDING (1S) - SEEDING SHALL BE APPLIED WITHIN ] DAYS i0 AREAS 11MT MAY REMAIN UNDISTURBED FOR MORE THAN YS SPECIFICATIONS SEEDING IN 3.31 OF SAGO MILE BE K. SE PERMANENT SEEDING (PS) - SEEDING SHALL BE APPLIED WITHIN ] DAYS TO AREAS INDICATED HEREON. ADOITTIONAL SEEDING MAY BE DEEMED NECESSARY BY THE COUNTY OF VIRGINIA SEEDING HI BE INSTALLED AS PER SPECIFICATIONS T RESIDUES IN 3,32 OF SNIT HANDBOOK 9) MULCHING (MU) - MULCH COMPRISED OF PUNT RESIDUES (STRAW ED IN 3,35 OR OTHER SUUWLE MATERIALS SHOULD BE LOATHED i0 PROMOTE PUNT GROWTH AND REDUCE THE RISK OF SDI) EROSION. MULCH TO BE INSTALLED DU PER SPECIFICATIONS OS SHAU IN 335 OF SAID HANDBOOK. 10) DUST CONTROL (DC) - NECESSARY DUST CONTROL OPERATIONS SHALL BE ADMINISTERED IN A MANOR TO CRINWOL FILE AIRBORNE MOVEMENT OF SEDIMENT W PER SPECIFlMTIONS OUTLINED IN 3.19 OF SAID HANDBOOK. CONTROL INSTALLATION SEDUENCE 1.) INSTALL CONSTRUCTION ENTRANCE AT LOCATION NOTED ABOVE AND ON PLANS. 2) INSTALL SILT FENCING, DIVERSION DITCHES, AND SEDIMENT TRAPS AS SHOWN HEREON. 3.) INSTALL STORM ORAIRAGE PIPES, NETS, AND END SECTIONS ALONG WITH CULVERT INLET PROTECTION AND OUITIE7 PROTECTION. 4.) CONTACT COUNTY OF UNABLE FOR INSPECTION AND APPROVAL OF CONTROL MEASURES INSTALLED 5.) COMMENCE CONSTRUCTION OF BUILDING PC AND DRIVEWAY AS SHOWN HEREON WHILE MAINTAINING AND MONITORING EROSION CONTROL MEASURES INSTALLED AT THIS POINT. E) UPON FINAL SITE GRADING APPLY PERMANENT SEEDING ON ALL SLOPES AND AREAS TO BE GRASSED. T) CONTACT THE COUNTY OF ALBEMARLE FOR A PROGRESS INSPECTION PRIOR TO THE CONVERTING SEDIMENT TRAPS 1, 2, AND 3 IMO BIORETEMIONS 1, 2, AND 3. TUERK STABLE ROCKY HOLLOW RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 4,; �� A IS GS GO �Q a a�y,4r,�oy. a� ITEe'6si ` PIP 62 -71A ✓// / ' MRLANA K. TUERK, TRUSTEE OF ME ADRNN4 C TEAK LIVING TRUST O.B. 4498, PG. 503 B. 9498, PG. 493, 500 (PLAT) \/ �\ HOUSE SITE U/C \ VICINITY MAP - SCALE In = 500' JULY 20, 2015 ❑ C3 -00 = LEAKAGE ARMS AND FUTURE RIDING RINK ❑ C3 -10 = OWN! NOTES ❑ C3 -20 = SWM NOTES CONTINUED ❑ C4 -00 = SITE DETAILS ❑ C5 -00 = SEDIMENT ROP AND SAM CROSS SECTONS AND SAM LANDSCAPING GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1.) ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOMETRICAL ENGINEER. A GXTECHNICW ENGINEER IS TO BE PRESENT DUPING CONSTRUCTION OF DAMS. 2.) PIPE AND RISER JOINTS ARE TO BE PERFORATED WITHIN STROMWATER MANAGEMENT FACILITY. PIPES PLACED THROUGH EMBANKMENTS ARE TO BE NON- PERFORATED AND WATERTIGHT. 3) TEMPORARY SEDIMENT LAWS ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACIUTIES; CONVERSION IS NOT TO TAKE PEACE UNTIL THE SITE HAD BEEN STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. DURING THE CONVERSION OF SEDIMENT TRAPS TO BIORETENTION AREAS, SEDIMENT RATES ARE TO BE REMOVED AND EXCAVATED TO A DEPTH OF 1.0 BELOW THE PROPOSED ELEVATION OF SAID SEDIMENT IMP. TO PREVENT FISHER LAND DISTURBANCE li IS THE INTENT TO USE THE BERM AND TO FACILEATE ME CONVERSION WITHIN THE ALREADY DISTURBED AREA. 4.) ALL RUNOFF TO BE REIFASEEI AS SHEET ROW LEGEND: SOL - SETBACK LINE US = EROSION AND SEDIMENT x 630 = PROPOSED EMDXATIONS ® = EXISTING ELEVATIONS Lao = LIMITS OF DISTURBANCE CE = 3.02 CONSFRUCDON ENTRANCE SF 3.05 SILT FENCE CIP = 3.08 CULVERT INLET PROTECTION OF = 3.1J SEDITMENT TEMP Op = ITS OUTLET PROTECTION O = 3.21 LEVEE SPREADER TS = 3.31 TEMPORARY SEEDING PS = 3.32 PERMANENT SEEDING �1= 3.36 SOIL STABILIZATION BUNKED TREATMENT MI �2= 3.36 SOIL STABILIZATION BUNKED TREATMENT #'2 = 3.37 TREES, SHRUBS, VINES AND GROUND OTHERS DEED BOCK PG. = PAGE IRE = IRON ROD FOUND FFE.= FINISH FLUOR ELEVATION JURY - HIGH N V Stt POLYETHYLENE U/C = UNDER CONSTRUCTION ]9B = SOILS TYPE (BA-A = DRAINAGE ARM IDENTIFIER T = SLOPES 25% OR GREATER AP=ROV =_a q' Itie AU:nia,, Co irty Cormi,L ADO rt EAP Lent 7 3 !_ol_ SURVEYOR NOTES 1.) PREPARED FOR DOBSON HOMES INC. PD. BOX 7181 CHARLOTTESVILLE, VA. 22908 2.) A TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, M. FROM AN ACTUAL GROUND SURVEY WE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON MARCH 3, 2015; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATAL DATA INCLUDING MIAMI, MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. DRAINAGE DIVIDES SHOWN HEREON ARE BASED ON ALBEMARLE COUNTY GIS MOPPING AND WERE NOT VERIFIED BY THIS FORM. 3.) BATCH'S USED: A.) HORIZONTAL - D.B. 4498, PG, 493, 500 (PUT) B.) VERTICAL - NAVD88. 4.) NO UNDERGROUND INNESLIGO➢ON OF UTILITIES WAS PERFORMED. THE CONTRACTOR KH DETERMINE THE EXACT LOCATION OF ALL EXISTING MIILINES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL MMWES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND All UNDERGROUND UTILITIES. 5.) TAX MAP AND PARCEL ME TAX MAP AND PARCEL ID: TEMP 06200- 0- 00 -071Q 5.) SITE LIES WITHIN FLOOD ZONE 'k'; NOT A F.E.N.A DEFlNED 100 -YEAR FLOOD PLAIN. ]) PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD. 8.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH ME VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, IMPLEMENTATION, AND MAINTENANCE OF ALT EROSION AND SEDIMENT CONTROL MEASURES SHOWN HEREON. 9.) UPON SITE STABILIZATION SEDIMENT TRAPS 1 AND 2 SHALL BE CONVERTED TO BID- FILTERS. 10.) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE 11.) NO EVIDENCE OF RURAL SITE WAS OBSERVED WITHIN THE UMUS OF DISTURBANCE AS SHOWN HEREON. SITE DATA 1.) OWNER: ALUMNA K. TUERK, TRUSTEE OF ME ABRAM K. TUERK LIVING (RUST DEED BOOK 4498, PAGE 503 DEED BOOK 4498, PAGE 493, 500 (PIAT) 2.) PARCEL IDENTIFICATION: IMP 06200 -00 -00-0719. J.) ZONING: RA (RURAL AGRICULFIIRE). 4.) PROPOSES USE: HORSE STABLE 5.) SIZE IS MAINLY PASTURE GRASSES WITH A FEW TREES AND FENCES. A SBGHILY DEFlNED FARM ROAD LEADS TO THE SITE FROM STONY POINT ROW (KATE ROUT 20). fi) SOIL CLASSIHCATION ON THIS SUE PER NATIONAL RESOURCES CONSERVATION SERVICES (NPOS) PRE WITHIN HYDROLOGIC GROUP °B'. SOILS TYPES PER ARCS ARE 120 CATOCTIN SILT LOAM 15% TO 25% SLOPES ) 71C WON CHAY TAX 7% TO 15 % SLOPES), AND 798 (STARR SILT LOAM. 2% TO 7% SLOPES). 7.) AREA OF DIS ORMNCE = 2.971 ACRES, EXISTING IMPERVIOUS = 0.052 ACRES. (BITING OWN) PROPOSED IMPERVIOUS = 0.550 ACRES. (NEW STABLE, CONCRETE PADS, AND DRNEWAY) SOILS MAP \ SCALE: 10 = 150' MOTH / 71C 0 12C 1 ) TYPICAL DRIVEWAY CROSS SECTIONS NOT TO SCALE FILL SECTION CL --I CM SECTION ( �TRWELWAY - VIII - R R EXISTING I/ �ryA 3 MU1 Y'F GRADE 1 EXISTING GR BE ) 6' - J57 GRAN Y WE SM -9 N e' -VW 21A i GRAVEL WE ml SUEJANDE 95% GO FROCTAR KIRK HUGHES ASSOCIATES AD SURVEYORS AND TURNER FA EAST TEL STREET CHARLOTTESVILLE, VA. 22902 W) 296 Z Q Q. J 0 z 0 U Z cw G Es L..0 0 z Q z 0 0 Ir 1.-u ►I Lu 0 J J m J 0 Y L Y Lu U 0 Er FILE W. 2014157 Q Z 0 J } Z 0 W Q J Q U N J Q CZ W E7 Q Z Q WIN M1Ti OF � ' Df I UG.VV.. ' " &�9 Lie. No. 001456 SO &VEtiO I BENCH DATES'. SCALE SEE PLAN SHEETS SHEET TITLE. TUERK STABLE E & S PLAN SHEETNO'. C1 -00 SHEET INDEX ❑ C1 -00 = COVER STEEL AND NOTES ❑ C2 -00 = EROSION AND SEDIMENT CONTROL PLAN ❑ C3 -00 = LEAKAGE ARMS AND FUTURE RIDING RINK ❑ C3 -10 = OWN! NOTES ❑ C3 -20 = SWM NOTES CONTINUED ❑ C4 -00 = SITE DETAILS ❑ C5 -00 = SEDIMENT ROP AND SAM CROSS SECTONS AND SAM LANDSCAPING GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1.) ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOMETRICAL ENGINEER. A GXTECHNICW ENGINEER IS TO BE PRESENT DUPING CONSTRUCTION OF DAMS. 2.) PIPE AND RISER JOINTS ARE TO BE PERFORATED WITHIN STROMWATER MANAGEMENT FACILITY. PIPES PLACED THROUGH EMBANKMENTS ARE TO BE NON- PERFORATED AND WATERTIGHT. 3) TEMPORARY SEDIMENT LAWS ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACIUTIES; CONVERSION IS NOT TO TAKE PEACE UNTIL THE SITE HAD BEEN STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. DURING THE CONVERSION OF SEDIMENT TRAPS TO BIORETENTION AREAS, SEDIMENT RATES ARE TO BE REMOVED AND EXCAVATED TO A DEPTH OF 1.0 BELOW THE PROPOSED ELEVATION OF SAID SEDIMENT IMP. TO PREVENT FISHER LAND DISTURBANCE li IS THE INTENT TO USE THE BERM AND TO FACILEATE ME CONVERSION WITHIN THE ALREADY DISTURBED AREA. 4.) ALL RUNOFF TO BE REIFASEEI AS SHEET ROW LEGEND: SOL - SETBACK LINE US = EROSION AND SEDIMENT x 630 = PROPOSED EMDXATIONS ® = EXISTING ELEVATIONS Lao = LIMITS OF DISTURBANCE CE = 3.02 CONSFRUCDON ENTRANCE SF 3.05 SILT FENCE CIP = 3.08 CULVERT INLET PROTECTION OF = 3.1J SEDITMENT TEMP Op = ITS OUTLET PROTECTION O = 3.21 LEVEE SPREADER TS = 3.31 TEMPORARY SEEDING PS = 3.32 PERMANENT SEEDING �1= 3.36 SOIL STABILIZATION BUNKED TREATMENT MI �2= 3.36 SOIL STABILIZATION BUNKED TREATMENT #'2 = 3.37 TREES, SHRUBS, VINES AND GROUND OTHERS DEED BOCK PG. = PAGE IRE = IRON ROD FOUND FFE.= FINISH FLUOR ELEVATION JURY - HIGH N V Stt POLYETHYLENE U/C = UNDER CONSTRUCTION ]9B = SOILS TYPE (BA-A = DRAINAGE ARM IDENTIFIER T = SLOPES 25% OR GREATER AP=ROV =_a q' Itie AU:nia,, Co irty Cormi,L ADO rt EAP Lent 7 3 !_ol_ SURVEYOR NOTES 1.) PREPARED FOR DOBSON HOMES INC. PD. BOX 7181 CHARLOTTESVILLE, VA. 22908 2.) A TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, M. FROM AN ACTUAL GROUND SURVEY WE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON MARCH 3, 2015; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATAL DATA INCLUDING MIAMI, MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. DRAINAGE DIVIDES SHOWN HEREON ARE BASED ON ALBEMARLE COUNTY GIS MOPPING AND WERE NOT VERIFIED BY THIS FORM. 3.) BATCH'S USED: A.) HORIZONTAL - D.B. 4498, PG, 493, 500 (PUT) B.) VERTICAL - NAVD88. 4.) NO UNDERGROUND INNESLIGO➢ON OF UTILITIES WAS PERFORMED. THE CONTRACTOR KH DETERMINE THE EXACT LOCATION OF ALL EXISTING MIILINES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL MMWES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND All UNDERGROUND UTILITIES. 5.) TAX MAP AND PARCEL ME TAX MAP AND PARCEL ID: TEMP 06200- 0- 00 -071Q 5.) SITE LIES WITHIN FLOOD ZONE 'k'; NOT A F.E.N.A DEFlNED 100 -YEAR FLOOD PLAIN. ]) PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD. 8.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH ME VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, IMPLEMENTATION, AND MAINTENANCE OF ALT EROSION AND SEDIMENT CONTROL MEASURES SHOWN HEREON. 9.) UPON SITE STABILIZATION SEDIMENT TRAPS 1 AND 2 SHALL BE CONVERTED TO BID- FILTERS. 10.) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE 11.) NO EVIDENCE OF RURAL SITE WAS OBSERVED WITHIN THE UMUS OF DISTURBANCE AS SHOWN HEREON. SITE DATA 1.) OWNER: ALUMNA K. TUERK, TRUSTEE OF ME ABRAM K. TUERK LIVING (RUST DEED BOOK 4498, PAGE 503 DEED BOOK 4498, PAGE 493, 500 (PIAT) 2.) PARCEL IDENTIFICATION: IMP 06200 -00 -00-0719. J.) ZONING: RA (RURAL AGRICULFIIRE). 4.) PROPOSES USE: HORSE STABLE 5.) SIZE IS MAINLY PASTURE GRASSES WITH A FEW TREES AND FENCES. A SBGHILY DEFlNED FARM ROAD LEADS TO THE SITE FROM STONY POINT ROW (KATE ROUT 20). fi) SOIL CLASSIHCATION ON THIS SUE PER NATIONAL RESOURCES CONSERVATION SERVICES (NPOS) PRE WITHIN HYDROLOGIC GROUP °B'. SOILS TYPES PER ARCS ARE 120 CATOCTIN SILT LOAM 15% TO 25% SLOPES ) 71C WON CHAY TAX 7% TO 15 % SLOPES), AND 798 (STARR SILT LOAM. 2% TO 7% SLOPES). 7.) AREA OF DIS ORMNCE = 2.971 ACRES, EXISTING IMPERVIOUS = 0.052 ACRES. (BITING OWN) PROPOSED IMPERVIOUS = 0.550 ACRES. (NEW STABLE, CONCRETE PADS, AND DRNEWAY) SOILS MAP \ SCALE: 10 = 150' MOTH / 71C 0 12C 1 ) TYPICAL DRIVEWAY CROSS SECTIONS NOT TO SCALE FILL SECTION CL --I CM SECTION ( �TRWELWAY - VIII - R R EXISTING I/ �ryA 3 MU1 Y'F GRADE 1 EXISTING GR BE ) 6' - J57 GRAN Y WE SM -9 N e' -VW 21A i GRAVEL WE ml SUEJANDE 95% GO FROCTAR KIRK HUGHES ASSOCIATES AD SURVEYORS AND TURNER FA EAST TEL STREET CHARLOTTESVILLE, VA. 22902 W) 296 Z Q Q. J 0 z 0 U Z cw G Es L..0 0 z Q z 0 0 Ir 1.-u ►I Lu 0 J J m J 0 Y L Y Lu U 0 Er FILE W. 2014157 Q Z 0 J } Z 0 W Q J Q U N J Q CZ W E7 Q Z Q WIN M1Ti OF � ' Df I UG.VV.. ' " &�9 Lie. No. 001456 SO &VEtiO I BENCH DATES'. SCALE SEE PLAN SHEETS SHEET TITLE. TUERK STABLE E & S PLAN SHEETNO'. C1 -00 TRIP 62-88 ;1 / ' ' r LKRKH — EF J BE Iv ND / — HES ryJ ` --- �\ E G NFDI V P BELL / ,� _ - P – — _ , 1641, PG 432 435 (PLAT) / – p � y 1471, PO 589 598,(PUI� / _ _ – – � LIyE 1 \ T \ T T � T �RDPEmv uNE ) �� �� �' `� A V d A �� TES TT- /__ _ EX TRUE ro BE REMOVED \ � � T STSEENNEPS GVAE22 NO BE NSVLLEV Ar ODl Xx— 'V —K'— \ \ \ E VA2p89Y EHtAND I INI 11- iS 1 G �ODI _H ���&Y X X X —X—` —X A A \ wo Ecanxc rAq� sow ,� V ` / � XX X �X_ \ �. su '.. pa LER A G owls -� '. A �"t- A i / A 4ylr tC.0 `,M !J . lam' — 14 wFHwLi rzow / Dj - �� A � � -mow y� SF A �� -� A \_ _ / A� V a"i V A m o° - tD A PRIVATE S PROPose A % \ . -,. 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TUERK UVING TRUST \ 98. 4498, PC. 593 \ D.B. 4498, PC. 493, SW (PUTT PASTURE w STREAM REVISIONS DATE: samnamEN 10. 2015 - cosNrc Comm S OMBER 21. 2015 - COUNT" COMUFI115 TORIZOMAL I " -20 CONrOURINIEflVAI =1' snEErrme EROSION CONTROL PLAN C2 -00 SEDIMENT TRAP SCHEDULE SEDIMENT TRAP NUMBER CONTRIBUTING DRAINAGEAREA STORAGE TRAP DIMENSIONS AT BOTTOM OF EXCAVATION ELEVATIONS (FT) TOP A QRY STORAGE &WIER B WET STORAGE C EXCAVATED D BERM W I L REQUIRED PROVIDED WIDTH (ET) LENGTH (FT) DEPTH (FT) IDENTIFIER AREA WET DRY WET DRY 1 A 1.00 67 67 78.5 76.3 9 50 3.0 414.5 413.5 412.0 401 2 R 164 109 9 109.9 1195 117.4 115 40 4 4260 425.0 423.0 4190 4.5 10.0 REVISIONS DATE: samnamEN 10. 2015 - cosNrc Comm S OMBER 21. 2015 - COUNT" COMUFI115 TORIZOMAL I " -20 CONrOURINIEflVAI =1' snEErrme EROSION CONTROL PLAN C2 -00 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND RUNNERS M EAST HIGH STREET CHARLOTTESVILLE, VA 22902 i ��� / �✓ J� / /�� '� /� Isoa129se9rz IF �" ���; ��� ✓/ �� _� � _ � �� ITT � �� ���� z 41 - A B 2 EEE) RAI 11 / T V� O AC / � D IN / // _ LLJ j /� (�J ro/ IT \ f � � sa %E4Asx,aRCR R �ROPOSE�� ALL n �NaT�R 01 z � w f — — ��� ©�FF�/ ✓�� �� IT "AY- -- -f �d l < _Ex'GRFAIEF DV TURER t. i FIELD, vERweo- �� 15500 S.F. i -- �! s� I E FIENO 2014-157 owu. a. , / cwom9NRVEVSmni �icNam4lmmowR NORTH t �� lE �\I `` IF O.B. 4498. PG. 493. 500 (PLAT) REVISIONS DATE 9F➢IFNDEB 10. W15 -LOONY OCMNENR R9R 21. 'ID1b -WONM1 COWENR � � XMFflBER 9, ]01b— OppNIY WNMFNIS `�__ ` / / / / / / // /� \ \ \� \ —� - �'�/3/ % \/ `_�— - �� •/ ,, SCALE cHORIZO INTERVAL \ _\ 1 / / HORIZONTAL - SHEETTITLE. NOTES: LEGEND: 1.) CONTOURS OUTSIDE OF ME SURVEY OMITS WERE OERNIEO BY INFORMATION OBFAINEO SLOPES 25% OR GREATER DRAINAGE AREAS FROM THE COUNTY OF ALBEMARLE ELECT OF GEOGRAPHIC DATA SERVICES AND IMPERVIOUS MEAE FIELD vERIxEo INTERPOLATED FROM A d CONTOUR AUTHENTICITY i0 A 1' SAID C CONTOUR LOURS. THIS FIRM HAS ERNNAGE AREA A B C . NOT VERIFIED NOR CENBFIES i0 THE AITHEMICItt OF SALE CONTOURS. BUILDING$ $TABLE 0.05 0.20 0.00 = SLOPES 25% OR GREATER WALH$ AND DRN6 002 0,13 0.10 COURSE GO SHEETNO.: 2.) NO CRITICAL SLOPES WERE VERIFIES OUTSIDE OF THE SURVEY ONUS AS SHOWN TOTAL 0.12 0.33 0.10 HEREON. 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NWOABIX 9, 2015 - WDNIY COMMpR SWM NOTES C3 -10 D.A.A DA.B D.A.0 DA.D DACE " IMPERVIOUS COVERT H -Oj1z 01c `0 0 IMPERVIOUS COVER TREgTBE O..d .. 3 LLO] _M - TURF AREA'. RHH fl 021 uw TURF ARre TREATED 00 m' UW 0tl p9 ARE4 CHFCK C.0 OK OK J# I OK Phosphorus -- -- TOTAL TREATMENT VOLUME (IN TOTAL—PHOSPHORUS LOAD REDUCTION REQUIRED (LRIVEAR) L¢9 _ RUNOFF REDW1RAINph" 2545 PHOSPHORUS LDAD REDUCTION ACHIEVER(LWarii :'n f' y, 1.5L- ADJUSTED POSTLEV0.0PMENi PHOSPXORUS LOAD (iPl (Iblyr) ji _ REMAINING PHOSPHORUS LOAD REDUCTION (L &YR NEEDED CONGRATULATIONS. CARL E%fGFOED THE TARGIT REUCTION BY 061 HIYEARD Nitrogen (for information purposes( _ TOTAL TREATMENT VOLUME (CS - - -_ 1 ROxoFF REDUCT1ox kN 2543 NITROGEN LOAD REDUCTION ACE"Iner aaoryhrgi 0. 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NWOABIX 9, 2015 - WDNIY COMMpR SWM NOTES C3 -10 PRIES! 3.08 t s SILT FENCE CULVERT INLET PROTECTION POSTAL A Gmjt .. FEWER Ed A OPTIONAL STONE COMBINATION [.LiNt.i _G4 �w 1 21 MLJN xww.E .t �A +i N WH Si MI Adar ed fmm VDOI Standard m Sheets ART Va. DSWC Plato 3.091 zs PIPE OUTLET CONDITIONS A A We `A LIFE SUITE IS ]'do] AREAnc - PD PLAN .ma 3.18 a sari h., e.ee r, -a.= ....So, -. _. a HAD GUJUI 11) SHUT A a I �i Pun rn CAPPED CHANNEL SLUIRCI a�nCaaA or ,m U es. COASTAL" SANDY OR CONTRYTT A Laid 141 LENGTH OF DATE E PAST 'PROW PC LYING PLAINT C 6-1 AND H-d 3 I T TIMES THE MOOMEMEMEL MEANS ED 11 EGA, n INCHAS Source:_ Va, nSwC Plate 3181 1992 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKME[VFTS ACCORDING TO HEIGHT OF EMBANKMENT (H7iET) mm UD^ A LET, MASON NNE Nr Source: Va. DSWC 3.13 Plate 3.141 992 3.C2 STONE CONSTRUCTION ENTRANCE 70 11H LIMITS Y'll AT r .x OF ALIN' A AN I AI 11TWILLI SIDE ELEVATION � y Lou", OF M114 JT 'APPEAR I Lx "I'll "APPLIED �eoU.0 ELROY "Pt °EGn" PLAN VIEW .4�xS.: ~11i•���:.i'���k I WE IT lie SIT _ a 2.0 11N SIT AN 2C 30 GG TO IT TO AD 6 0 mm UD^ A LET, MASON NNE Nr Source: Va. DSWC 3.13 Plate 3.141 992 3.C2 STONE CONSTRUCTION ENTRANCE 70 11H LIMITS Y'll AT r .x OF ALIN' A AN I AI 11TWILLI SIDE ELEVATION � y Lou", OF M114 JT 'APPEAR I Lx "I'll "APPLIED �eoU.0 ELROY "Pt °EGn" PLAN VIEW AI ¶III III I � III TYPLCAL TR4PF7'OTDAI. DTVFRSIOS ea ]� U11 11 -t * l'YPICAL SEE SHAPED DIVERSION SECTION B—B 1992 DIVERSIONS GjrfEl RIILIIf11 II TIT L c ��II II I�I�1 I,�I X111 'Ill TYPICAL PARABOLIC DIVERSION Source Adapted from ry13p9 Plate 3.02 -1 Soma. Va. 1)i F95on and Sediment Cientriff and Va. DROVE 1992 3,13 TEMPORARY SEDIMENT TRAP II r= 11 sa FEDORA ANT N NO NO m 11 AKRE 7 SEA per' \„ a CLOTH \ MANORIN ELEV CROSS SECTION OF OUTLET Hard e ,@ 1x ti14C" m �/ ARTS NP SS .p�� S1� GATT .. Re,. -rx�,/ � LOTH 1 —POsaa AGGRES&I ANEEMPI '�N O� CAP AN xn OUTLET (PERSPECTIVE VIEW) Source: Va .DSWC plate 3.132 TEMPORARY DIVERSION DIKE, Source : Va. DSWC 91� � A—PI_������� _�I�If� IflIl IIII-IIIIMIIIIIII:°. As mm -1 Plate 3 09 1 Plate 3.12.1 TEIDIPORARY .SEDIiIIENT TRAP �I B c ow ��art�am I 5 ROSS SECTION OF OUTLET CIEw I. r L Art ANCISININ, Ill 11 SAPI OUTLET (PERSPECTIV E r., r»= os n VIEW) RAN. AN GAVE, NEW, I FOR LEVEL SPREADER CROSS SECTION an OR ERG,01, AN EQUERAGENT 'AGENT No 1) SPRINT I III 111, 111, - (II m PI TEM nom AD IF LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION AD WARNE ALIGNERATE IN -HE — 'AFRICAN -, 1 P IER CLOTH —&W � :' .:x , mtx ENCE STATES - — - -- Im I a _ I AN � all rt E Ma r vD PHYSICAL EVEL SPREADER WITH RIGID LIP o� 4 An Source Va. DSWC and E,C Erosion IS.T_ t Control Pla and Des'en Manual Plate 3.21 1992 UP COV IXLGTION OH A Aii FENCE (wrTR WIRE 31 PPOP !) xE srs N =AFTER ATHA Ti FEEL HOLT IN I'D RNA F CE AND ANN ED IF MIND III 1 1 MCI - It J lil I �NI,I ADDS, �I11 n -171 IIIL"r' E, Secret: Adapted from Hllu f dicutdided Fabric ' Filter Barriers for Sedirdent Gnm. ShervioDd and Wrnm Plate 3QS1 99 336 TYPICAL TREATMENT — 2 SOIL STABILIZATION MATTING SLOPE INSTALLATION FILL ' a EEa a SA A SECTION � AAARCRR ONISSP 'AAN 0 0 0 rEl RN TC E EC EC E stort ra. ors seas x r ITALL HE SMASH ANN FELL 11 caut. Ed AN MY AS EFT a' MAIND WEST Ad IN INTHEACE MR 11 SEEN AN ` 1 .1 a .um.T��E ANNE BERM SLOPE LINING SLOPE LINING s.ma (WET SLOPS — DRY SLOPE) 1 FDA A� "& 'Our a— r a nx 0. £ rs+�'.�1 aoseu or sa NEAR I�aT aon �Cma DUAREN ARMS Polar Source : VDOTRoad and BEdue Sdm dads Plate 3.36-5 PASS 336 TYPICAL TREATMENT -2 SOIL STABILIZATION MATTING INSTALLATION �� E po �aa �� L wd NO c� w \ NSA —_ `a�;xr'�iraxxs atxa.aanmaxs. � r ALFRED CHECK Siff UPSTREAM AND DOWNSTREAM TERMINAL ANDS I z m CARL AMIGA5 , a m Source VDOT Road and EITHER S a da ds — Plate 3 O 4 KIRK HUGHES ASSOCIATES IANU SURVEYORS quo PHNNEHs 22o EASTINCHSEGET CHARLOTTESVILLE, VA. 22902 (804) Sri Z z I 2 J d J 0 0 2 w O O Ai m m ei W E-- 0 ¢ c Y � U W LU Y R- O W Q � w Z O C C O z � z W MEEC III 2014 -157 REVISIONS RPIENBG DATE 10.2 015 - court WNx 5 atii 21.2015 - Cglxn "MH5 Sahli 9. D ls - muwr coux5xrs SCALE. SHEETTOLE: SITE DETAILS SHEET NO.: C4 -00 .4�xS.: ~11i•���:.i'���k I WE SECTION A—A 1992 DIVERSIONS GjrfEl RIILIIf11 II TIT L c ��II II I�I�1 I,�I X111 'Ill TYPICAL PARABOLIC DIVERSION Source Adapted from ry13p9 Plate 3.02 -1 Soma. Va. 1)i F95on and Sediment Cientriff and Va. DROVE 1992 3,13 TEMPORARY SEDIMENT TRAP II r= 11 sa FEDORA ANT N NO NO m 11 AKRE 7 SEA per' \„ a CLOTH \ MANORIN ELEV CROSS SECTION OF OUTLET Hard e ,@ 1x ti14C" m �/ ARTS NP SS .p�� S1� GATT .. Re,. -rx�,/ � LOTH 1 —POsaa AGGRES&I ANEEMPI '�N O� CAP AN xn OUTLET (PERSPECTIVE VIEW) Source: Va .DSWC plate 3.132 TEMPORARY DIVERSION DIKE, Source : Va. DSWC 91� � A—PI_������� _�I�If� IflIl IIII-IIIIMIIIIIII:°. As mm -1 Plate 3 09 1 Plate 3.12.1 TEIDIPORARY .SEDIiIIENT TRAP �I B c ow ��art�am I 5 ROSS SECTION OF OUTLET CIEw I. r L Art ANCISININ, Ill 11 SAPI OUTLET (PERSPECTIV E r., r»= os n VIEW) RAN. AN GAVE, NEW, I FOR LEVEL SPREADER CROSS SECTION an OR ERG,01, AN EQUERAGENT 'AGENT No 1) SPRINT I III 111, 111, - (II m PI TEM nom AD IF LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION AD WARNE ALIGNERATE IN -HE — 'AFRICAN -, 1 P IER CLOTH —&W � :' .:x , mtx ENCE STATES - — - -- Im I a _ I AN � all rt E Ma r vD PHYSICAL EVEL SPREADER WITH RIGID LIP o� 4 An Source Va. DSWC and E,C Erosion IS.T_ t Control Pla and Des'en Manual Plate 3.21 1992 UP COV IXLGTION OH A Aii FENCE (wrTR WIRE 31 PPOP !) xE srs N =AFTER ATHA Ti FEEL HOLT IN I'D RNA F CE AND ANN ED IF MIND III 1 1 MCI - It J lil I �NI,I ADDS, �I11 n -171 IIIL"r' E, Secret: Adapted from Hllu f dicutdided Fabric ' Filter Barriers for Sedirdent Gnm. ShervioDd and Wrnm Plate 3QS1 99 336 TYPICAL TREATMENT — 2 SOIL STABILIZATION MATTING SLOPE INSTALLATION FILL ' a EEa a SA A SECTION � AAARCRR ONISSP 'AAN 0 0 0 rEl RN TC E EC EC E stort ra. ors seas x r ITALL HE SMASH ANN FELL 11 caut. Ed AN MY AS EFT a' MAIND WEST Ad IN INTHEACE MR 11 SEEN AN ` 1 .1 a .um.T��E ANNE BERM SLOPE LINING SLOPE LINING s.ma (WET SLOPS — DRY SLOPE) 1 FDA A� "& 'Our a— r a nx 0. £ rs+�'.�1 aoseu or sa NEAR I�aT aon �Cma DUAREN ARMS Polar Source : VDOTRoad and BEdue Sdm dads Plate 3.36-5 PASS 336 TYPICAL TREATMENT -2 SOIL STABILIZATION MATTING INSTALLATION �� E po �aa �� L wd NO c� w \ NSA —_ `a�;xr'�iraxxs atxa.aanmaxs. � r ALFRED CHECK Siff UPSTREAM AND DOWNSTREAM TERMINAL ANDS I z m CARL AMIGA5 , a m Source VDOT Road and EITHER S a da ds — Plate 3 O 4 KIRK HUGHES ASSOCIATES IANU SURVEYORS quo PHNNEHs 22o EASTINCHSEGET CHARLOTTESVILLE, VA. 22902 (804) Sri Z z I 2 J d J 0 0 2 w O O Ai m m ei W E-- 0 ¢ c Y � U W LU Y R- O W Q � w Z O C C O z � z W MEEC III 2014 -157 REVISIONS RPIENBG DATE 10.2 015 - court WNx 5 atii 21.2015 - Cglxn "MH5 Sahli 9. D ls - muwr coux5xrs SCALE. SHEETTOLE: SITE DETAILS SHEET NO.: C4 -00 1992 UP COV IXLGTION OH A Aii FENCE (wrTR WIRE 31 PPOP !) xE srs N =AFTER ATHA Ti FEEL HOLT IN I'D RNA F CE AND ANN ED IF MIND III 1 1 MCI - It J lil I �NI,I ADDS, �I11 n -171 IIIL"r' E, Secret: Adapted from Hllu f dicutdided Fabric ' Filter Barriers for Sedirdent Gnm. ShervioDd and Wrnm Plate 3QS1 99 336 TYPICAL TREATMENT — 2 SOIL STABILIZATION MATTING SLOPE INSTALLATION FILL ' a EEa a SA A SECTION � AAARCRR ONISSP 'AAN 0 0 0 rEl RN TC E EC EC E stort ra. ors seas x r ITALL HE SMASH ANN FELL 11 caut. Ed AN MY AS EFT a' MAIND WEST Ad IN INTHEACE MR 11 SEEN AN ` 1 .1 a .um.T��E ANNE BERM SLOPE LINING SLOPE LINING s.ma (WET SLOPS — DRY SLOPE) 1 FDA A� "& 'Our a— r a nx 0. £ rs+�'.�1 aoseu or sa NEAR I�aT aon �Cma DUAREN ARMS Polar Source : VDOTRoad and BEdue Sdm dads Plate 3.36-5 PASS 336 TYPICAL TREATMENT -2 SOIL STABILIZATION MATTING INSTALLATION �� E po �aa �� L wd NO c� w \ NSA —_ `a�;xr'�iraxxs atxa.aanmaxs. � r ALFRED CHECK Siff UPSTREAM AND DOWNSTREAM TERMINAL ANDS I z m CARL AMIGA5 , a m Source VDOT Road and EITHER S a da ds — Plate 3 O 4 KIRK HUGHES ASSOCIATES IANU SURVEYORS quo PHNNEHs 22o EASTINCHSEGET CHARLOTTESVILLE, VA. 22902 (804) Sri Z z I 2 J d J 0 0 2 w O O Ai m m ei W E-- 0 ¢ c Y � U W LU Y R- O W Q � w Z O C C O z � z W MEEC III 2014 -157 REVISIONS RPIENBG DATE 10.2 015 - court WNx 5 atii 21.2015 - Cglxn "MH5 Sahli 9. D ls - muwr coux5xrs SCALE. SHEETTOLE: SITE DETAILS SHEET NO.: C4 -00 KIRK HUGHES ASSOCIATES IANU SURVEYORS quo PHNNEHs 22o EASTINCHSEGET CHARLOTTESVILLE, VA. 22902 (804) Sri Z z I 2 J d J 0 0 2 w O O Ai m m ei W E-- 0 ¢ c Y � U W LU Y R- O W Q � w Z O C C O z � z W MEEC III 2014 -157 REVISIONS RPIENBG DATE 10.2 015 - court WNx 5 atii 21.2015 - Cglxn "MH5 Sahli 9. D ls - muwr coux5xrs SCALE. SHEETTOLE: SITE DETAILS SHEET NO.: C4 -00 III 2014 -157 REVISIONS RPIENBG DATE 10.2 015 - court WNx 5 atii 21.2015 - Cglxn "MH5 Sahli 9. D ls - muwr coux5xrs SCALE. SHEETTOLE: SITE DETAILS SHEET NO.: C4 -00 a � 448-- -- -- - - -. -- - - A PULSE AT f� = - /J� ,; =-Ll 17 /iz , - - RE BRA 10 +25 -- SF - - -_ RIPS SEDIMENT TRAP #1 SCALE: I" =ffi SEDIMENT TRAP #1 PLAN AND PROFILE i/ SEE m EE FEE 7� / DD /� / yl h RIP W WATERSHED SUMMARY SUR AREA 9 BE 450 450 - � - N� 450 490 w nn eElY STORAGE I To(min) I i -Year 2 -Year 10 -Year 44p -- ELEVATIONS -. BOTTOM Iv41 ME a El 440 WET STORAGE C EXCAVATED D SUED : @GI 2 fi I 91 ON 540 u o 440 .43p DEPTH (FT) IDENTIFIER AREA - - WET DRY SR 42070 1 420.50 1 420W 419LO I 41925 1 41625 1 41610 41500 p / 420 420 6E NET To I SUED I - -. 410 VFAMEN b a aw 1 A 1 DO 67 _ ror "11<s6 78.5 �,i ,.410 410 0 -z� SIOPkG fi]LY NET flmEU m 3.5 ro PREE SIKKV£ ] eT� �. wsmm _ smw¢AieS Lr 400 420 ICU OWCf m9 c. � v00 400 1. III ME 9 '_ 90 9 +75 10 +00 10+25 10 +50 10 +75 SEDIMENT TRAP #1 SCALE: I" =ffi SEDIMENT TRAP #1 PLAN AND PROFILE i/ SEE m EE FEE 7� / DD /� / yl h SEDIMENT TRAP #2 SCALE: i" =20' SEDIMENT TRAP #2 PUN AND PROFILE RIP W WATERSHED SUMMARY SUR AREA 9 BE 450 RIP RAP-' " 450 SPILLWAY (TIMBER) PP N� EIN 25- wriz� ME CONTRIBUTING DRAINAGE AREA W2 19' STORAGE I To(min) I i -Year 2 -Year 10 -Year TRAP DIMENSIONS AT BOTTOM OF EXCAVATION -- ELEVATIONS -. BOTTOM Iv41 ME a TOP A 440 WET STORAGE C EXCAVATED D BERM W L REQUIRED 540 u o 440 LENGTH (FT) DEPTH (FT) IDENTIFIER AREA WET DRY WET DRY SR 42070 1 420.50 1 420W 419LO I 41925 1 41625 1 41610 41500 mPFIxiio' - V-4RIERE i CJ 420 54 6E NET To I SUED I - -. 410 VFAMEN b a aw 1 A 1 DO 67 - 78.5 41RI - 9 50 3.0 430 413.5 Is 430 3.5 ro Nis 420 o sx 400 420 ICU OWCf m9 c. � v00 1420 -- 0 PILE 108.9 p LEDO - -VMPMa m 9m.. 117.4 ' 426.0 425.0 423.0 419.0 1410 100 HER 9 +75 10 +00 10+25 10 +50 10+75 SEDIMENT TRAP #2 SCALE: i" =20' SEDIMENT TRAP #2 PUN AND PROFILE CLEANOUT DETAIL MS. FECOVIONE HOPE VAR i � �4 SI5m umaE 4 e. ° a RAFFLE 1 ro ac PPr Oni +Mr W .FL2MV we69 -FIE TER FARRT. IT PY-E) N TIME _ y p, OVER oaWN NT T MIN P. sLATH IF NEEDED MIN WWI 12 ELI SUMP ?, III III P PIPE TO n a ROSE IF u.FOeo TYPICAL BIORE U D TENTION- L=_VEL 2 WITH NpERRAIN NTS Figure SAID: Typical Detail W BioretentiOn Basin Lever 2 Design RIP W WATERSHED SUMMARY SUR AREA 9 BE SEDIMENT TRAP SCHEDULE RIP RAP-' " PRE - DEVELOPMENT SPILLWAY (TIMBER) PP 440 SEDIMENT TRAP NUMBER CONTRIBUTING DRAINAGE AREA W2 19' STORAGE I To(min) I i -Year 2 -Year 10 -Year TRAP DIMENSIONS AT BOTTOM OF EXCAVATION CN ELEVATIONS (FT) BOTTOM 20 TOP A DRY STORAGE 8, WIER B WET STORAGE C EXCAVATED D BERM W L REQUIRED PROVIDED WIDTH (FT) LENGTH (FT) DEPTH (FT) IDENTIFIER AREA WET DRY WET DRY 420 42070 1 420.50 1 420W 419LO I 41925 1 41625 1 41610 41500 mPFIxiio' - V-4RIERE i CJ 420 54 6E NET To I SUED I - -. 410 VFAMEN b 11500 i aw 1 A 1 DO 67 67 78.5 76.3 9 50 3.0 414.5 413.5 412.0 409.0 3.5 6.0 Nis 420 o sx 400 ~� 400 9 +]5 10 +00 10 +25 10 +50 10 +75 2 B 1.64 LEDO 109.9 118.5 117.4 11.5 40 4 426.0 425.0 423.0 419.0 4.5 100 CLEANOUT DETAIL MS. FECOVIONE HOPE VAR i � �4 SI5m umaE 4 e. ° a RAFFLE 1 ro ac PPr Oni +Mr W .FL2MV we69 -FIE TER FARRT. IT PY-E) N TIME _ y p, OVER oaWN NT T MIN P. sLATH IF NEEDED MIN WWI 12 ELI SUMP ?, III III P PIPE TO n a ROSE IF u.FOeo TYPICAL BIORE U D TENTION- L=_VEL 2 WITH NpERRAIN NTS Figure SAID: Typical Detail W BioretentiOn Basin Lever 2 Design BIORETENTION #1 SCALE: 1' =20' BIORETENTION #1 PLAN AND PROFILE BIORETENTION #1 SPILLWAY DESIGN SPILLWAY .7 5� TOP BERM =420 PRESSURE TREATED EL 4zasD' --I 1�1 D WEIR #'2 R WEIR (2) C X s° L5� 2� �4 �� 3 4' % 6" WEIR EL #2 PRESSURE TREATED (0) 4' X 318 REPAIR q2p pp TOP MULCH�19.b' FILTER CLOTH RIP RAP VF r NY NY r= / le NTf TALL - - _ - I 454 NET / \ % k i RPM iv4iF wz PRODUCT / o L PONT FRDMWM1TER MANAGEMENT O' N - AND e R - RRE FACILITY ACCESS EASEMENT P - - -� 415 RIP W WATERSHED SUMMARY SUR AREA 9 BE RIP RAP-' " PRE - DEVELOPMENT SPILLWAY (TIMBER) PP 440 W1 6 I SOIL RUNS W2 19' 440 I To(min) I i -Year 2 -Year 10 -Year if CN TO (min) 1-Year 2 -Year L 20'. BOTTOM 20 ACRES RED. PRDVIDEC 440 430 om1ET PBO1EGnou 1 58 430 IF ia- PREVBIf -SCBtlA s E70 134 TOR 798 420 42070 1 420.50 1 420W 419LO I 41925 1 41625 1 41610 41500 mPFIxiio' - V-4RIERE i CJ 420 54 6E NET To I SUED I - -. 410 VFAMEN b 11500 i aw 1410 1 42525 25 RE sv 42200 42100 sc - 124 I PArucuM VENEER VIA - SEEDUNCS 2' OC t Nis 420 o sx 400 ~� 400 9 +]5 10 +00 10 +25 10 +50 10 +75 BIORETENTION #1 SCALE: 1' =20' BIORETENTION #1 PLAN AND PROFILE BIORETENTION #1 SPILLWAY DESIGN SPILLWAY .7 5� TOP BERM =420 PRESSURE TREATED EL 4zasD' --I 1�1 D WEIR #'2 R WEIR (2) C X s° L5� 2� �4 �� 3 4' % 6" WEIR EL #2 PRESSURE TREATED (0) 4' X 318 REPAIR q2p pp TOP MULCH�19.b' FILTER CLOTH RIP RAP VF r NY NY r= / le NTf TALL - - _ - I 454 NET / \ % k i RPM iv4iF wz PRODUCT / o L PONT FRDMWM1TER MANAGEMENT O' N - AND e R - RRE FACILITY ACCESS EASEMENT P - - -� 415 BIORETENTION #2 SCALE : 1 ° =20' BIOREEENTION #2 PLAN AND PROFILE 310RETENTION #2 SPILLWAY DESIGN SPILLWAY Imo- 15' J2 PRESSURE TREATED POP BERRI EL 426 � �l O WEIR (2) ID' % 6" 5 1 DC { 00 RESSURE TREATED % 3/8' REPAY J/ 426 00 TOP MULCH 55' FILTER CLOTH RIP RAP RIP W WATERSHED SUMMARY SUR AREA 9 BE 450 DIMENSIONS PRE - DEVELOPMENT SPILLWAY (TIMBER) PP WEIR BI 450 I SOIL RUNS W2 19' CN I To(min) I i -Year 2 -Year 10 -Year Tv C' CN TO (min) 1-Year 2 -Year L 20'. BOTTOM IDENTIFIER ACRES RED. PRDVIDEC 440 almeT PRmFLRm 0 A 1.00 58 440 IF ia- PREVBIf -SCBtlA 5 0.10 SHE 134 TOR 798 C � 42070 1 420.50 1 420W 419LO I 41925 1 41625 1 41610 41500 _ CJ 68 54 RE SUED I - -. -I 65 R �� aw 42670 42650 1 42601 1 425.50 1 42525 aM 42200 42100 sc Mo 124 I PArucuM VENEER VIA - SEEDUNCS 2' OC t - 420 o sx ,. 420 410 UNBEEM 8 �. '1410 400 ,1400 9 +75 10 +0 10 +25 10 +50 10+75 BIORETENTION #2 SCALE : 1 ° =20' BIOREEENTION #2 PLAN AND PROFILE 310RETENTION #2 SPILLWAY DESIGN SPILLWAY Imo- 15' J2 PRESSURE TREATED POP BERRI EL 426 � �l O WEIR (2) ID' % 6" 5 1 DC { 00 RESSURE TREATED % 3/8' REPAY J/ 426 00 TOP MULCH 55' FILTER CLOTH RIP RAP BIORETENTION SCHEDULE pIORETENTION NUMBER DRAINAGE AREA WATERSHED SUMMARY SUR AREA 9 BE DRAINAGE AREA DIMENSIONS PRE - DEVELOPMENT SPILLWAY (TIMBER) PP WEIR BI POST - DEVELOPMENT I SOIL RUNS IDENTIFIER ACRES CN I To(min) I i -Year 2 -Year 10 -Year Tv C' CN TO (min) 1-Year 2 -Year 10 -Year BOTTOM IDENTIFIER ACRES RED. PRDVIDEC C1 C2 WAX MYRTLE A 1.00 58 5 0.24 0.32 196 IF 62 5 0.10 SHE 134 TOR 798 864 X %12 42070 1 420.50 1 420W 419LO I 41925 1 41625 1 41610 41500 _ CJ 68 54 B 1 64 56 5 0 39 0.52 319 B 1.64 65 5 0.0> 0.18 2.82 42670 42650 1 42601 1 425.50 1 42525 1 422.25 42200 42100 sc BIORETENTION SCHEDULE pIORETENTION NUMBER DRAINAGE AREA BIOREIEMIDN LEVEL SUR AREA 9 BE CILCUWIONS DIMENSIONS BEAM i0P AI SPILLWAY (TIMBER) PP WEIR BI MULCH B2 I SOIL RUNS BID 2 BOTTOM PEA GRAVEL 0 BOTTOM GRAVEL SUMP E Tv C' SA s LENGTH % WIDTH TOP BOTTOM IDENTIFIER ACRES RED. PRDVIDEC C1 C2 WAX MYRTLE 2 1/2 CAL. 44 352 IF 1 A 100 2 TOR 798 864 X %12 42070 1 420.50 1 420W 419LO I 41925 1 41625 1 41610 41500 _ CJ 68 54 JUNIPERUS CHINENSIS & CAN CHINESE JUNIPER 2 B 1.64 2 2189_ 15&3 1 2275 1 65 TRY 42670 42650 1 42601 1 425.50 1 42525 1 422.25 42200 42100 sc 32 124 I PArucuM VENEER VIA SWITCHCwaS SEEDUNCS 2' OC - l6END: SA = MINIMUM SURFACE AREA To = Tm,tment volume BIORELENTION LANDSCAPE SCHEDULE KEY OUAN1)N BOTANTICAL NAME COMMON NAME MIN. INSTALLED SIZE 10-YR. CANOPY COVERAGE ALLOWANCE 10 -YR. CANOPY COVERAGE TOTAL RIO 1 BID 2 AR 2 ACES RUBRUM. "RED SUNSEI" RED SUNSET RED MAPLE 1 1/2" - 1 3/4" CAL 397 794 AM 4 4 MYRICA ERA WAX MYRTLE 2 1/2 CAL. 44 352 IF 3 5 NIR ILf% GUDftA THEREBY I _ CJ 68 54 JUNIPERUS CHINENSIS & CAN CHINESE JUNIPER I -GAL 2 -G OR 3 -G4L 11 WG IT 19 1 SCIRPUS CYPERINUS WOOLGERE SEEDLINGS sc 32 124 I PArucuM VENEER VIA SWITCHCwaS SEEDUNCS 2' OC KIRK HUGHES & ASSOCIATES LAND SURVEYORS AND PLAIN SEEN M EAST HIGH STREET CHARLOTTESVILLE, NA. 2b02 (804)29B9B92 + OV Z J I 0 z 0 U H Z LEE! 0 w 0 z Q z _0 O Ir LJJ u3 p DO J DO J co O Y Q Y Z U H- O m EEE< 2014 "157 3 REVISIONS DATE: s EV111BIR 1DATE - cWtM WuuEM$ L NOREMBIA 9. 2015 - COLVITY COMMENT$ SCALE' HORIZONTAL+ " -21' CONTOUR INTERVAL =1' SHEET TITLE. E &S AND SWIM DETAILS SWIM LANDSCAPING C5 -00