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HomeMy WebLinkAboutWPO201400100 Plan - E&S 2015-04-07Vicinity Map Scale: NTS O 59-59 F /60E1 -OA -3E1 -OB 3' lix r s \ a 4 59-59D 60E1 -OG -8 \ r r' f _f E2_0 3111'1 , 60F2 --0G-2 < 59-59E.f59-59F� n jf fie aE1-0C-6 . ; fi 59-59C Via:>t;;; 6 w .• ��. 60E14C-3' a u; Nivbsran y "�'��^ am� , #s k4'„ �\f � ' 7� \ ;80E, --c-, Xro �1 - #>s ;' 4 % soEt ac z 6OE1--OD 15 k 0 60E-1 -OC-8 b ru 6OE1_0C-24. _ j"`�.. '-2 0E1--0E-10/60E1--0E-11,,i\ b -DC-1060E1-0? t2s'aa \6pEf -0"::..• >:> - 1 Ef 59-23Gffii 59-23G1 m !3 co toE,_oE„J.�'•'"w� ,!^' su 59-23B }::.' .btiA %s 59-2382 k59 -23C1 M Ir r =w r ,,,,f��'✓�\5$b2 03<.3Y A .� 59 -SOC mm MOREY CREEK eu b DC 59-80 a 1 , o y F. v0; 59-80D f D2.01 °�".. -., FARMINGTON 71 COUN7.. RY CLUI Albemarle County, Virginia DUMP REGRADING PLAN (WP0201400100) General Notes Standards and Specifications 1. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE TAX MAP AND PARCEL NUMBER: TMP 60E2-1 SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL 1 7}�RGINIA DEPARTMENT OF TRANSPORTATION (V -D.0 -T.) ROAD AND BRIDGE SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR CURRENT ZONING: SPECIFICATIONS, DATED 2007. DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. N/A ADJACENT PROPERTIES- TMP 60E1 -E-6. TMP 60E1 -E-5. TMP 60E1 -E-4, TMP 60E1 -E-1 2- VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D-0-T-1 ROAD AND BRIDGE 2. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. 10' PARKING SETBACK: 30' BUILDING SETBACK STANDARDS, DATED 2008. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND 50' BUILDING SETBACK; 20' NO CONSTRUCTION BUFFER LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION. DIVISION OF SOIL RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). AND WATER CONSERVATION. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THIRD EDITION, 1992. 3. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE 4- ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY' CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 2001 - CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT T'HE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY General Construction Notes for Site Plans EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 4. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN 2. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. 5. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, START OF CONSTRUCTION. GRADING OR OTHER CONSTRUCTION. 4. 6. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY THE SITE. OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. 7. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION CONTRACTOR. OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE DRAINAGE CHANNEL. 8. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE 6• RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR EPLACEMENTS SHALL BE MADE AS NECESSARY AT ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM NO COST TO THE OWNER. TRAFFIC CONTROL DEVICES. 7. 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 8. CLASS III. 10. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA SHALL OBTAIN ALL REQUIRED PERMITS. 9, STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 11. TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL PERMIT 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED. AREAS. 12. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR 11. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA RELOCATED. LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 13. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE PAD IS UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. 12, TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY 14. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE ENGINEER. THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH 13. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET BUILDING. THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH (MANUAL ON UNIFORM TRAFFIC DEVICES (MUTCD) STANDARDS, LATEST EDITION. 15. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 14, THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY TRAFFIC ENGINEER, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR 16. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY BE OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY TRAFFIC CONTROL DEVICES, LATEST EDITION. EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE ENGINEER. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE 15, ALBEMARLE COUNTY OR CITY OF CHARLOTTESVILLE ZONING DEPARTMENT. 25 February 2015 Prepared For: Farmington Country Club 1625 Country Club Circle Charlottesville, VA 22901 Site Specifics/Miscellaneous 1. THERE ARE NO WATER BODIES IN THE SITE. 2. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. 3. NO SEPTIC SETBACK LIMITS AFFECT THIS SITE. Survey And Topography 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY LINCOLN SURVEYING INC. CHARLOTTESVILLE, VA. 2. SURVEY DATUM: ASSUMED DATUM (SW -MOST CORNER OF SITE) Approvals ENGINEERING Date DATE Sheet Index COVER SHEET AND NOTES 01 EXISTING CONDITIONS AND DEMOLITION PLAN 02 GRADING & ESC PLAN 03 ESC & SWM NARRATIVE 04 ESC DETAILS 05 Legend ISM BENCH MARK PROPERTY-RoW LINE SETBACK LINE CONTOUR INDEX CONTOUR T R BUILDING FENCE GUARD RAIL PAVEMENT TREE LINE GAS LINE WATER MAIN WATER VALVE STORM SEWER SANITARY SEWER INLET MANHOLE UTILITY POLE TELEPHONE PEDESTAL OVERHEAD ELECTRIC UNDERGROUND ELECTRIC OVERHEAD TELEPHONE EASEMENT SWALE/DITCH RIP RAP WATER METER DUAL WATER METER PEDESTRIAN PATH DITCH MATTING REVISIONS: Project Data EXISTING -UOT Uhf LOOT - ---4op --` -------------- - G - - - G - - - 0-- _w - -- -W- - -W- - -W- - O -W- - -W- - - NAME OF DEVELOPMENT: FARMINGTON COUNTRY CLUB OWNER/DEVELOPER INFORMATION: FARMINGTON COUNTRY CLUB PROPOSED -S o- S IMPERVIOUS AREA: RESERVOIR WATERSHED: MAX- NUMBER OF DWELLING UNITS: GROSS RESIDENTIAL DENSITY: PERCENTAGE OF OPEN SPACE: (EXCL. BLDGS, RDS. & LOTS) OPEN SPACE ACREAGE: MAX. HEIGHT OF ALL STRUCTURES: MAX. HEIGHT PER COUNTY CODE: N/A NO IMPERVIOUS AREA N/A SITE NOT WITHIN RESERVOIR WATERSHED N/A N/A 100% 1.27 ACRES N/A N/A APPROVED L -y tha_AlCour!,'Community be Cou tri, Date u - 7 - z ! t; - File File cu -P c 2 v t a C, 0 0 1628 COUNTRY CLUB CIRCLE CHARLOTTESVILLE, VA 22901 TAX MAP AND PARCEL NUMBER: TMP 60E2-1 MAGISTERIAL DISTRICT RIVANNA TOTAL ACREAGE: 271.29 AC. LIMITS OF CONSTRUCTION: 1-63 AC CURRENT ZONING: RURAL AREA (RA) SPECIAL USE PERMITS: N/A ADJACENT PROPERTIES- TMP 60E1 -E-6. TMP 60E1 -E-5. TMP 60E1 -E-4, TMP 60E1 -E-1 PROPOSED USE DEBRIS DUMP SETBACKS: 10' PARKING SETBACK: 30' BUILDING SETBACK (ADJACENT TO PUBLIC STREETS) 50' BUILDING SETBACK; 20' NO CONSTRUCTION BUFFER ZONE (ADJACENT TO RESIDENTIAL AREAS) PARKING SCHEDULE: N/A IMPERVIOUS AREA: RESERVOIR WATERSHED: MAX- NUMBER OF DWELLING UNITS: GROSS RESIDENTIAL DENSITY: PERCENTAGE OF OPEN SPACE: (EXCL. BLDGS, RDS. & LOTS) OPEN SPACE ACREAGE: MAX. HEIGHT OF ALL STRUCTURES: MAX. HEIGHT PER COUNTY CODE: N/A NO IMPERVIOUS AREA N/A SITE NOT WITHIN RESERVOIR WATERSHED N/A N/A 100% 1.27 ACRES N/A N/A APPROVED L -y tha_AlCour!,'Community be Cou tri, Date u - 7 - z ! t; - File File cu -P c 2 v t a C, 0 0 Survey Notes 1 WATER AND SANITARY SEWER LINES AND LATERALS LOCATIONS ARE APPROXIMATE ONLY. ALL WATER AND SEWER LINES THAT ARE SHOWN NOT WITHIN EASEMENTS HAVE NOT BEEN SURVEY LOCATED. DO NOT USE FOR CONSTRUCTION PURPOSES. 2. ELECTRIC. GAS. TELECOMMUNICATIONS AND CABLE TV LINES ARE NOT SHOWN ON PLANS. CONTRACTOR MUST CONTACT MISS UTILITY 24-48 HRS BEFORE EXCAVATION, DEMOLITION OR ANY CONSTRUCTION. MISS UTILITY CAN BE REACHED AT: 1-800-552-7001. 3_ BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY: FARMINGTON COUNTRY CLUB CHARLOTTESVILLE. VA_ OCTOBER 28. 2014 4_ SURVEY DATUM: ASSUMED DATUM Demolition Notes 1_ CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED_ 2_ CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION. 3_ NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SMALL BE MADE UPON ANY LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT. 4_ NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT_ 5_ EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING OPERATIONS, MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED, SHALL BE DISPOSED OF OFF- SITE IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES. 6_ TREE PROTECTIVE FENCING SHALL BE PLACED PRIOR TO DEMOLITION AS DEPICTED OIN THIS PLAN_ AFTER DEMOLITION IS COMPLETE AND THE GRAVEL IS INSTALLED IN THE PARKING LOT THE TREE PROTECTIVE FENCING SHALL BE EXPANDED AS SHOWN ON SUBSEQUENT SHEETS_ 7_ EXISTING GRAVEL PARKING LOT WILL BE RE -CONFIGURED. STORE AND RE -USE EXISTING GRAVEL WHERE POSSIBLE. .M=lDAI1II==l PHASE 1 LIMITS OF CONSTRUCTION TMP 60E1 -E-5 DANIEL R. AND ELLEN RAMOS KELLY D.B. 3115 P. 693 LOT 5 BLOCK E TMP 60E1 -E-4 FARMINGTON COUNTRY CLUB D.B. 668 P. 600 • LOT 4 BLOCK E yQ --- _ -- _-- TMP 60E1 -E-6 -- — — — — -- — 6,Z0�i JOSEPH W. BONISTALLI, II AND / JULIE M. BONISTALLI TY LANE '' — — - — _ _ _ " ` D.B. 2519 P. 5 ,ON OF pTE �OCAT — —s2o` LOT 6 BLOCK E '� / N.♦ I I X�MdQ // /' ' — / APPRO / 622` ( �/ \� _ _ / — -- 1,/__�•\ / / / /'— i , / � \\\ / ; A / 1 \ I i / v I / / ♦ \ \� I / '61:10 — — — — / A PORTION OF TMP 60E2-1 dQ — // I I ♦ / \ __ \ 1 / / // / / ol FARMINGTON COUNTRY CLUB D -B. 3241 P. 565. 578 PLAT -620- \ D.B. 2074 P. 657 PLAT I / / / / / r D.B. 1898 P. 436 PLAT / / / \ / / / — — — -- / / 6 } D -B. 1263 P. 668 ( ( 1 / / ,- — -_ — / / l ♦ \ — i/ / 70` /616— \ 6— \ I 6 \24„ FEINFORCED \ /f / / \ /✓ ---- ----- ' ' .�'' // // — — ----' C6 A— Q —� `� ��\ bNCRETE PIPE / �NIERT IN 598.94 / --- — — — — _ —.. _ _610 � _ \ : OUTFALL UNKNOWN - �----- _— --- _ / ' /� 616 /614 15 r' \\ // // \ // / // // / 6Oro // 4 d APPROXIMATE' �BPL�A ' rC / // /� 60 / k \ / / --LOCATION oe OF, �GEOF — %oPo / / A PROPERTY -UNE E NeRP\oR�P��ON dQ p / c�N�E NSP 11 .11 00 \ ~\ \.—---- _ �/ // X626 /' ' I/� 11 / 11 \— N. 1-0 scale : 1" = 20' contour interval 2' 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. II 1. 1/15N15: COUNTY COMMENTS II Sheet No.: Of: 5 Scale: 1" = 20' Date: 02/25/15 Project No.: 1405 Designed: CM Checked: RBM Sheet No.: Of: 5 Grading and Utility Notes 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN. 2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3. ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT/ ENGINEER FOR BEST LOCATION. 4. OFF-SITE DISTURBANCES NOT INCLUDED AS PART OF THIS PLAN. TMP 60E1 -E-6 JOSEPH W. BONISTALLI, II AND JULIE M. BONISTALLI D -B_ 2519 P. 5 LOT 6 BLOCK E Notes 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITIHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION (ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 5. SURFACE ROUGHENING (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1.. 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE OF A GRADING PERMIT. 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S (RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. 8. SOIL STOCKPILE AREA SHALL BE COVERED WITH A SECURED TARP AT ALL TIMES WHEN NOT ACTIVE. 9. COMPOST SHALL BE USING U.S. COMPOSTING COUNCIL (USCC) APPROVED, AND SHALL BE FREE OF WEED SEEDS, SOIL, AND OTHER UNACCEPTABLE MATERIAL, AS PER USCC REQUIREMENTS. A TOTAL OF 21.6 CY OF COMPOST IS REQUIRED. General EBBS Control Notes: (VI -15: VESCH) ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND CLEARING. ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -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. ES -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. ES -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. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -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. TMP 60E1 -E-4 FARMINGTON COUNTRY CLUB D.B. 668 P. 600 LOT 4 BLOCK E NEW PRE-TREATMENT DITCH LINE W/ VDOT #1 STONE GAVEL .� Y LINE • �-----_ _-, -- ___ _.. _. _. _ _.. -- .. � X620,. OF pR0 SF pER - APPROXIMATE L 1620 - " I /! O �Tbk 34;360 S.F. 6211 � 0.79 AC. ti t ll NN. `•620.. �,„ N. A PORTION OF TMP 60E2-1 FARMINGTON COUNTRY CLUB t D -B_ 3241 P. 565. 578 PLAT # ! --620. D_B. 2074 P. 657 PLAT 6, D -B_ 1898 P_ 436 PLAT . I ! �0 D -B. 1263 P. 668VA t 1 t ✓ ®- -~ - _ -~ "" r t VA nPs nmu AREA: 58,172 SF 1.33 AC. � 4.oa--_- F 612. s � 612.Val 1 620., ._ y v I{ d } 1 � 1 t LIMITS OF CONSTRUCTION / j 61 . 0 f` 1 DISTURBED AREA: 70,925 SF DMU lc�1- 618.50 I I f l t i i P.T. TIMER CHECK DAM I I l / /�LLJ / @ 30 FT SPACING, TYP OF 5 61.0 ' 6' WIDE GRASS CHANNEL,- / �. W/ 3:1 SID,ESLOPES 611.54, .' o elt 610 © DRAINAGE AREA: 67,782 SF 1.55 AC 01 • y \\ � r' � � l / --- _.. __ _. _._ ._ __ __ __ _.. ---- -- . ' f .. _.. _ `' '` 20 --- .," `.. _ 618 _- �' / f -' ,24" REINFORCED CONCRETE PIPE INVERT IN 598.94 f Ay r ' r; <•_ _ .. _ 'OUTFALL UNKNOWN Q '1-�/M O 618.. y - I 616 fAPPROXIMATES M- RvSL.BSXyNy SRPG ION F_L®QAT�EO , Legend PROPERTY - e endPROPERTY- LINE EO -0 ON \ V- - E C00 Q s�o / «~'' - r < Y f - E. & S. STD. & SPEC. NO. 3.02 o Q 0 SILT FENCE WITH WIRE SUPPORT E. & S. STD. & SPEC. NO. 3.05-1 _X X - ' PERMANENT SEEDING E & S STD &SPEC NO 3.32 1 .. dG MULCHING S. STD. & SPEC. NO. 3.35 MU .70" __. - - _ - - -' - EC -2 MATTING scale: 1" = 20' contour interval 2' E.&S. STD. &SPEC. NO. 3.36-5 LIMITS OF CONSTRUCTION DAEmmEmommm 20 40 80 TOTAL DISTURBED AREA =1.63 ACRES McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. pyTN p�, G g CLARK GATHRI HT Lic, o. 036305 a Revisions:./15/15 1 : COUNTY COMMENTS Scale: 1" = 20' Date: 2/25/15 1� 1405 Designed: U cz RBM -9 U o U U W a N � U � • r-4 ( l f-+-� `.J Revisions:./15/15 1 : COUNTY COMMENTS Sheet No.: Scale: 1" = 20' Date: 2/25/15 Project No.: 1405 Designed: CM Checked: RBM Sheet No.: PROJECT DESCRIPTION THE PROJECT PARCEL TMP 60E2-1 IS ZONED RA WITH A PRIMARY LAND USE OF COUNTRY CLUB. THE SITE IS 271.29 ACRES TOTAL, BUT ONLY 1.63 ACRES WOULD BE DISTURBED DURING THIS WORK, AS DEFINED BY THE LIMITS OF CONSTRUCTION. SILT FENCE IS PROPOSED TO CAPTURE THE DISTURBED AREA. THE SCOPE OF WORK INCLUDES REMOVAL OF DEBRIS AND GRADING OF AN EXISTING DEBRIS AREA TO CREATE A GRADUALLY SLOPED OPEN AREA WITH A BERM ADJACENT TO THE RAILROAD TRACKS. THE PROPOSED PERMANENT VEGETATION WILL PROVIDE LONG-TERM EROSION PROTECTION OF THE AREA. THERE WILL BE NO INCREASE IN IMPERVIOUS AREA. EXISTING SITE CONDITIONS THE PROPERTY CURRENTLY IS USED BY THE COUNTRY CLUB FOR A DEBRIS AREA AND IS ALREADY DEVELOPED. A GRAVEL ROAD EXISTS ON THE SITE. THE EXISTING GRAVEL DRIVE WOULD REMAIN. ADJACENT AREAS THE SITE IS LOCATED ALONG RT. 250 BETWEEN THE PRIMARY FARMINGTON PROPERTY AND THE BUCKINGHAM BRANCH RAILROAD TRACKS. THE VICINITY MAP IS ATTACHED ON THE COVER SHEET OF THE FINAL SITE PLAN. OFF-SITE AREAS NO OFF-SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. SOILS 36B - HAYESVILLE LOAM, PER USGS. THE SITE HAS BEEN SIGNIFICANTLY GRADED IN THE PAST AND SHOULD BE CLASSIFIED AS URBAN LAND. CRITICAL AREAS THERE ARE NO CRITICAL SLOPES WITHIN THE LIMITS OF CONSTRUCTION. THE SLOPE PARALLELING THE RAILROAD TRACK IS STEEP AND THE POTENTIAL FOR EROSION THERE IS GREATEST, HOWEVER, A SILT FENCE IS PROPOSED ALONG THE EDGE OF GRADING NEAR THE TOP OF THE HILL AND THE ADDED VEGETATION, AS SPECIFIED IN THE LANDSCAPE PLAN, SHEET 03 SHOULD AID THE CURRENT CONDITION OF THE HILL OVER TIME. ESC MEASURES UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (1992). 1. SILT FENCE: (SF) 3.05 SILT FENCE (WIRE -SUPPORTED) SHALL BE CONSTRUCTED ALONG THE LOWER LIMIT OF GRADED AREAS. (TO BE INSTALLED AS SHOWN ON THE PLAN AT THE EASTERN EDGE OF THE DISTURBED AREA AND ALONG THE ROADWAY.) 2. PERMANENT SEEDING (PS) 3.32 ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED ON FINE -GRADED AREAS. SOD MAY BE USED IN LIEU OF SEEDING. (PERMANENT SEEDING WILL BE PROVIDED ON ALL DISTURBED AREAS.) 3. MULCHING (MU) 3.35 APPLICATION OF PLANT RESIDUES TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW. APPLY TO ALL SEEDED AREAS. (TO BE INSTALLED ALONG WITH PERMANENT SEEDING) 4. BLANKETING/MATTING (B/M) 3.36 INSTALLATION OF SOIL STABILIZATION MATTING ON A PREPARED PLANTING OF A STEEP SLOPE. (TO BE INSTALLED STEEPS SLOPES WHERE SHOWN ON THE PLANS.) 5. PAVED WASH RACK (WR) TO CONSTRUCTED IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL (2014). CONTRACTOR WILL NOT NEED TO CONSTRUCT WASH RACK UNLESS TRACKIN OF MUD IS DOCUMENTED LEAVING THE SITE. PERMANENT STABILIZATION 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROWS AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURE SUCH AS DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MINIMUM STANDARDS INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. CRITICAL MEASURES REQUIRED ON THIS PROJECT ARE SUMMARIZED BELOW: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROWS AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MINIMUM STANDARDS (CONT.) 6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT /AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA, TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE EIED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THIAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED S ORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. STORMWATER RUNOFF CONSIDERATION (MS -19) PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE: OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE (POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2;) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS; AND (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE (CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IIS CONTAINED WITHIN THE APPURTENANCES; OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORM WATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE: APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORM WATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OFA PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. 1. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORM WATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL (MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. GENERAL ESC PLAN CONSTRUCTION NOTES 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 WI`ILL 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 RECLAIIMED 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:OOP!M. 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 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 PLANT 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 MIX OF ANNUAL RYEGRASS AND CEREAL IWINTER 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 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 IOOOLBS/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 ,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 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. MANAGEMENT STRATEGIES 1. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. THE JOB CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 3. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 4. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. SOIL STOCKPILES AND BORROW AREAS TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILE LOCATIONS SHALL BE LOCATED ON-SITIE AND ARE TO BE STABILIZED WITH TEMPORARY VEGETATION. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED. NO OFF-SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. CONSTRUCTION SCHEDULE IT IS OUR UNDERSTANDING THAT SITE WORK CONSTRUCTION WILL BE BEGINNING ONCE FINAL APPROVALS HAVE BEEN RECEIVED. CONSTRUCTION SEQUENCE THE PROJECT SHALL BE CONSTRUCTED IN THE ORDER AS MENTIONED BELOW: 1. CLEAR FOR AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES. AS SHOWN ON THE PLAN. STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED. 2. PERFORM GRADING (CUT/FILL) ON THE SITE AND STABILIZE THEM WITH PERMANENT SEEDING AND MATTING. 3. REMOVE ALL THE EROSION AND SEDIMENT CONTROL MEASURES WHEN SITE IS COMPLETELY STABILIZED. 4. SITE SHALL BE ALLOWED TO NATURALIZE WHERE NO FUTURE DISTURBANCE IS INTENDED. MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED WEEKLY, AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT AND REPAIRED AS NECESSARY. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. RESEEDING AND STRAW MULCH WILL BE APPLIED AS NECESSARY. STORMWATER NARRATIVE THIS PROJECT CONSISTS RE -GRADING AN EXISTING DEBRIS AREA AND STABILIZING THE AREA WITH PERMANENT VEGETATION. THE LIMIT OF GRADING IS 1.63 ACRES. THERE WILL BE NO INCREASE IN IMPERVIOUS AREA. THE UNDERLYING SOILS AT THE PROJECT SITE ARE HYDROLOGIC SOIL GROUP "B", ALTHOUGH MUCH OF THE GRADING WILL INVOLVE RE -GRADING OF UNCONSOLIDATED WASTE FILL MATERIAL. EXISTING STORMWATER CONDITIONS - THE EXISTING PROJECT AREA CONSISTS OF WASTE FILL AND ORGANIC DEBRIS WHICH WILL BE REMOVED AS REQUIRED. THE AREA GENERALLY DRAINS TOWARD THE ADJACENT RAILROAD TRACKS. PROPOSED STORMWATER MANAGEMENT - THE AREA WILL BE RE -GRADED TO CREATE A LARGE AREA WITH LOW SLOPES AND TO RE -GRADE AND STABILIZE THE STEEP SLOPES ADJACENT TO THE RAILROAD TRACKS. THE ENTIRE AREA WILL RECEIVE PERMANENT VEGETATION TO STABILIZE AND PROTECT THE AREA FROM LONG-TERM EROSION. HYDROLOGIC UNIT CODE: RIVANNA-02080204 LATITUDE: 37° 22'56" LONGITUDE: 77" 32'24" WATER QUALITY NARRATIVE PER THE ATTACHED CALCULATIONS FOR A 1 -INCH, 24-HOUR INTERVAL, THERE IS NO RUNOFF THUS NO WATER QUALITY BMPS ARE NECESSARY. HOWEVER, A GRASS SWALE BMP IS PROVIDED TO SATISFY THE REQUIREMENTS OF THE WORKSHEET. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. I�LTH �F G rO EL. CLARK GAMOT L. No. Q36305- a IN Revisions: 1. 1/15/15: COUNTY COMMENTS 2.3/30/15:COUNTY COMMENTS Scale: N/A Date: 02/25/15 Project No.: 1405 Designed: U cz RBM '^ O � � U � � 0 4-1 Cz rn ^' U F -+y Revisions: 1. 1/15/15: COUNTY COMMENTS 2.3/30/15:COUNTY COMMENTS Sheet No.: 11 Scale: N/A Date: 02/25/15 Project No.: 1405 Designed: CM Checked: RBM Sheet No.: 11 STONE 70' MIN, CONSTRUCTION ACCESS 3" SM -2A ASPHALT TOP COURSE �EXISTING PAVE 27.2% PAVEMENT `1--6" MIN. 21A AGGREGATE LASE PROFIL STCNE 70' MIN. CONSTRUCTION ASPHALT PAVED fX ACCESS A wASHRACK MISTING 2 `2?� PAVEMENT 2% 12' M'N.* *MUST EXTEND FULL WIDTH L—��A� T'05SDRAINAGE EDI 70 EDI OF INGRESS AND EGRESS SENT OPERATION TRAPPING DEVICE PLAN 12` MIN. POSITIVE DRAINAGE 2� TO SEDIMENT TRAPPING DEVICE FILTER CLOTH--" SECTION A—A A niiliiintun water tap of 1 inch niust be nlstalled with a niffi liililun 1 inch ballcock slnitoffvahTe silppbing a wash hose with a diameter of 1.5 niches for adecgiate constant pressure, Wash water nitist be carried away from the entrance to ail approved settlirig area to remove sediiiient. All sednnent shall be prevented from eilterfiVg stonii drank, ditches or watercourses. PAVED WASH RACK 1. SET THE STAKES. ell 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 41 7: 1 6,. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) �� I FLOW POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (WITHOUT WIRE SUPPOR DETAIL N.T_S_ DETAIL FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. TOE MAINTAIN SLOPE ANGLE SLOPE LINING (WET SLOPE) TREATMENT -2 --__ POLYPROPELYENE NON -WOVEN / 5' 5' 0 NOTE: SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. -4 i— 2 - DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE TOP OF SLOPE LINING CUT SLOPE (DRY SLOPE) (NEEDLE PUNCHED) l i? CLOTH GEOTEx OTHx(BEH ND ER F\\�OVVV SSOOQ \P\ERs TREATMENT -2) / i IS, \NN lP _ SOIL �~ BOTTOM OF FILL SLOPE BOTTOM OF CUT SLOPE BOTTOM OF CUT SLOPE 07 OR SHOULDER BREAKPOINT 2- 4' SOIL STABILIZATION MATTING - TREATMENT 2 DETAIL - SOURCE: VDOT ROAD AND BRIDGE STANDARDS - PLATE 3-36-5 &O GENERAL STAPLE PATTERN GUIDE AND RECOMMENDATIONS FOR TREATMENT - 2 (SOIL STABILIZATION MATTING) 1 STAPLE PER SQ. YD. i" tO 3' 11/2" 1 1/2' B 1 112 STAPLES PER SQ. YD. 300 275 250 225 200 175 150 125 100 75 50 25 FT B C C C C D B A A B B 4:1 3:1 2:1 1:1 LOW MED. / HIGH FLOW FLOW CHANNEL CHANNEL AND SHORELINE NOTE: FOR OPTIMUM RESULTS, THESE RECOMMENDED STAPLE PATTERN GUIDES MUST BE FOLLOWED. SUGGESTED ANCHORING METHODS VARY ACCORDING TO THE MANUFACTURER. THIS CHART SHOWS HOW SLOPE LENGTHS AND GRADIENTS AFFECT STAPLING PATTERNS. fV 3' C 3 STAPLES PER SO. YD. CV f2 — IJ 31/2 STAPLES PER SQ. YD. XD -009 N.T.S. XD -032 N_T_S- GRASS SWALE SECTION & PLAN N.T.S_ McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OP B. CLARK GATHRIGHT Z Job F-147� ,-IS I.1/15/1� OUNPYCOMMENTS I Scale: N/A Date: 02/25/15 U 1405 Designed: CM .� RBM 4-j a � � U o w UCz Q O � U • ril � V I.1/15/1� OUNPYCOMMENTS I Sheet No.: Of. 5 Scale: N/A Date: 02/25/15 Project No.: 1405 Designed: CM Checked: RBM Sheet No.: Of. 5