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HomeMy WebLinkAboutSUB200600197 Plan - As-built 2017-07-03GENERAL WATER AND SEWER CONDITIONS 1.Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevation 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 minimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe. This includes all fire hydrant lines, service laterals and waterline, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on dead end lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1.Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 11 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of payment to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9 (A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT Standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance. Signs and their installation shall conform to the "Albemarle County Road Naming and Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted 5 mph below the design speed. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT Standard CD-1 or CD-2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and for culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection prodedure and with a VDOT and/or County inspector present. In addition, if high -density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold an on -site pre -construction meeting for installation training. The pipe manufacturer representative should spend a minimum of two hours on the job site during the initial installation. 1�L J e~�. III _iIl 11l 0 WHIT HA DISTRIU""�T A I� II II � MAR I� I� COUNTY, VIRko-TINIA WATER QUALITY NOTE THIS SITE DRAINS INTO THE LICKINGHOLE REGIONAL BASIN AND WILL BE REQUIRED TO APY A PRO-RATA SHARE CONTRIBUTION UNDER SECTION 17-316 OF THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. UNDERDRAIN NOTE: USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL LOCATIONS AND GRADE SAG POINTS. EASEMENT NOTES TO APPEAR ON FINAL PLAT 1.COMMON AREAS AND ROWS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APP.ICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. 2. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT ALONG ALL PROPERTY LINES. 3. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES. 4. PRIVATE 10' SANITARY SEWER SERVICE LATERAL EASEMENTS ARE TO BE CENTERED ON ASBUILT LOCATIONS. 5. 20' WATER, STORM, AND SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON THE ASBUILT LOCATIONS OF THE LINES. 6. TYPICAL EASEMENT (N.T.S.) CENTER OF DITCHLINE, o ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLANS ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to the 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 pre -construction 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 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. UTILITY OR STORM PIPE o 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. AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT FIELD VERIFICATION OF THE CONSTRUCTION OF THIS SUBDIVISION AND FIND THAT IT IS IN SUBSTANTIAL CONFORMANCE WITH THE DESIGN PLANS AND ANY CHANGES ARE SO NOTED(WITH CLOUDING OR STRIKING) ON THESE QUILT PLANS. II VA PE LIO NO 35724 RIGHT OF WAY RECORDED WITH SUBDIVISION D.B. 3988 PGS. 598-602 ROAD AND DRAINAGE 1 CULVERT OR STORM SEWER (WITH STRUCTURE NO.) EXISTING CULVERT OR STORM SEWER PIPE D_ & DROP INLET & STRUCTURE NO, O PROPOSED MANHOLE PAVED DITCH JUTE MESH OR SODDED DITCH -�- -- a- EARTH DITCH - GRASS LINED EXISTING CONTOUR 100 PROPOSED CONTOUR v 1_nnnr EXISTING SPOT ELEVATI❑NS + 100.00 PROPOSED SPOT ELEVATI❑NS T/� (T/C - TOP OF CURB) #1 BENCH MARK & REFERENCE NO, Stop VDOT STANDARD STOP SIGN SOUTHERN CLASSIC, INC. (434) 823-7610 OFFICE (434) 823-7645 FAX LIST OF MATERIALS Sewer Material Quantity List 8" DI 1108.49 LF 8" PVC 261.58 L.F Manholes 8 ea Services 14 ea Water Materials Quantity List 8" DI Class 52 Pipe 248 LF 6" DI Class 52 Pipe 683 LF 4" DI Class 53 Pipe 596 LF 6" Gate Valve & Box 4 ea 4" Gate Valve & Box 2 ea 8" x 6" Reducer 1 ea 6" x 8" Reducer 2 ea 8" x 6" Tee 1 ea 6" x 6" Tee 2 ea 6" 45° Bend 2 ea 6" 22*30' Bend 1 ea 4" Type A Blow Off 2 ea Fire Hydrants 2 ea Services 14 ea NOTE: QUANTITIES ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY THE ACTUAL AMOUNTS PRIOR TO BEGINNING WORK. All Water Meters in this development will require individual pressure regulators to be installed on the customers side of the water meter INDEX TO SHEETS SHEET # LATEST REVISION DATE CONTENTS OF SHEET 1 of 14 9-30-06 COVER SHEET 2 of 14 9-18-06 DETAILS 2A of 14 8-25-06 DETAILS 3 of 14 8-25-06 SOIL MAP & EXISTING CONDITIONS 4 of 14 9-30-06 HYDRAULIC ANALYSIS 5 of 14 9-18-06 EROSION CONTROL - PHASE 1 6 of 14 9-30-06 EROSION CONTROL - PHASE II 7 of 14 9-30-06 ROAD & UTILITY PLAN 8 of 14 9-30-06 GRADING PLAN 9 of 14 9-30-06 SWM/BMP PLAN 10 of 14 9-30-06 CUT FILL PLAN 11 of 14 8-25-06 PROFILES 12 of 14 9-30-06 PROFILES 13 of 14 8-25-06 PROFILES 14 of 14 9-30-06 PROFILES DEVELOPER NAME: SOUTHERN CLASSIC INC. ADDRESS: P.O. BOX 248 CROZET, VA 22932-0248 CONTACT PERSON: DAVID MITCHELL PHONE NO.: (434) 823-7610 FAX NO.: (423) 823-7645 I HEREBY CERTIFY THAT THE LOT LINES, LOT NUMBERS, BLOCK NUMBERS (LETTERS) AND STREET NAMES ARE IDENTICAL TO THOSE SHOWN ON THE OFFICIAL RECORDED PLAT AND NO CHANGES WILL BE MADE PRIOR TO APPROVAL FROM THE UTILITY DEPARTMENT. IF ANY CHANGES ARE APPROVED, REVISED WATER AND/OR SEWER PLANS WILL BE SUBMITTED WITHIN 48 HOURS AFTER APPROVAL. LEGEND SEWER EXISTING SANITARY SEWER �- PROPOSED SANITARY SEWER �T TSANITARY SEWER SERVICE CONNECTIONS 120400.00 MANHOLE NO. W/ STATION OR 150500.00 COORDINATE LOCATI❑N WATER EXISTING WATERLINE PROPOSED WATERLINE T T PROPOSED WATERLINE SERVICE C❑NNECTI❑N GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE CROSS BLIND CAP REDUCER im BORE CROSSR2 PROJECT ENGINEER EROSION CONTROL ER❑SI❑N CONTROL DEVICES AS PER VIRGINIA ER❑SI❑N AND SEDIMENT CONTROL HANDBOOK STD. & SPEC. 3.02CE CONSTRUCTION ENTRANCE SF 3.05 >( SILT FENCE IP 3,07 INLET PROTECTION DD 3.09 111111 10 TEMPORARY DIVERSION DIKE ST 3.13 TEMPORARY SEDIMENT TRAP 3, 0 Poo. ROCK CHECK DAM This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2017 Townes Site Engineering � o O tf'J C\2 1 di Z O .--I �N O LL C)NCOO LU w0 4-) Z a0 ��-4 U Z . O 0 W ,���� W LO o _ M cc O 4 a O Q w W U DATE REVISIONS ITEM 8125106 PER CO UNTY 9118106 PER COUNTY 9130106 PER OWNER 7/03/17 ASBUILT DATE 06/05/06 SCALE N. T. S. PROJECT MANAGER- BRL4N C. MITCHELL, P.E. CHECKED BY PROD. # 20051024 SHEET # 1 of 14 1992 3.14 EXCA VA TED EAR TH SPILL WA Y LEVEL PownoN ¢ CREST AND CONTROL SECTION APPROACH CHANNEL EXIT SECTOR BERM NOTE: NEITHER THE LOCATION NOR ALIGNMENT OF THE CONTROL SECTION HAS TO COINCIDE WITH THE CENTERLINE OF THE DAM. EMBANKMENT g PLAN VIEW WATER SURFACE 32 -LENGTH OF EXIT CHANNEL STAGE (HP) CONTROL SECTION EXIT SECTOR LEVEL OR GREATER APPROACH - CHANNEL 3. PROFILE ALONG CENTERLINE 100 2 t I 1�. d e' CROSS-SECTION AT CONTROL SECTION SOURCE: USDA-SCS PLATE. 3.14-9 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. ��✓ � _ I I I I - �l/ � �I I FLOW III I• I III I•.I 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. II FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PIATE. 3.05-2 Sherwood and Wyant �-F21 4 A 0 IFA 6111-� 7 j�lgl�l�l'�1����1 I• / I 4�1 11=11=11=II=11� � �• � � � � r � 1' ,• � n: ... yy.�.1......yy- =ir_ir_i1-u.III �ti.�Cl•�a �����L.SL.•����. II���.1�.1 . . . . . . . . . . . �..��. . I I �'•,'•,'i -�.y �+-yam+-ti �+-yam+-ti v,- '•,'►� ADAPTED from and Va. DSWC Plate 3.02-1 RECOMMENDED DE WA TERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING DEPTH MELD VARIES AS REQUIRED PERFORATED POLYETHYLENE* FOR' DRYVARIES DRAINAGE TUBING, DIAMETER STORAGE (SEE CALCULATIONS IN APPENDIX 3.14-A) el - 41 ELEV 577.00 WET NCO -STYLE ' COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM ' DIAMETER VARIES SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC PLATE. 3.14-15 ANTI- VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES 1/2" DIA. A O A O O 1 1 TOP STIFFENER (IF REQUIRED) IS 1-1 •X1Za 1 •" ANGLE WELDED TO TOP AND ORIENTED PER- T O PENDICULAR TO CORRUGATIONS. O O TOP IS 16 GAGE CORRUGATED O O O METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY ♦ PLAN VIEW OPEN WHEN THE TOP IS ATTACHED. D - 27' _ I TACKWELD;;;;;;,;;;��;;;;;;;;��;;;;;;;;;_;;;;;;;;�:;;;;.;;;::;;;.;.,. W DED CYLINDER IS 16 GAGE CORRUGATED ALL AROUND = = = = = = =- = METAL PIPE OR FABRICATED FROM _ _ _ / -- -- -- -- - - - STEEL PLATE. - NOTES: = - - - -= - - - --- - -= -............- ri 8" MIN. _ _ 1. THE CYLINDER MUST BE = FIRMLY FASTENED TO THE TOP OF THE RISER. A 6 X 12" - --- --- - -- _ _ = PP RT SU 0 BAR SIZE 6 REBAR MIN. (# ) 2. SUPPORT BARS ARE WELDED SPACER BAR TYPICAL -- - -- - . - -- - TO THE TOP OF THERISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. RISER DIAMETER 18" CMP SECTION A -A SOURCE: USDA-SCS 2" SM-9.5 6" 21B TEMPORARY SLOPE DRAIN PA VEWYVT DETAIL EARTHEN DIKE PROVIDE INLET CORRUGATED METAL (COMPACTED) PROTECTION EXTENSION COLLAR WATERPROOF SEAL A 24:1 D+B' A PROVIDE OUTLET PROTECTION o STANDARD FLARED END SECTION SECTION VIEW NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL. CREATE PROBLEMS EARTHEN DIKE (COMPACTED) „ D+6" _ ITT _ - II� I III �I I= Ill SECTION A - A SOURCE: VA. DSWC PLATE 3.15-1 PIPE OUTLET CONDITIONS A A PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PLAN VIEW I` L a d SECTION A -A FILTER CLOTH KEY IN a"-g"; RECOMMENDED FOR ENTIRE PERHIEI'ER A A 3do (MIN.) do PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a 0%-> d SECTION A -A FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC OP J. 7 8 Structure 4114 ISOMETRIC PLATE. 3.14-10 EXISTING PROPOSED PAVEMENT PAVEMENT REMOVE EXISTING SAINCUT THROUGH SURFACE COURSE EXISTING SURFACE COURSE 12" PROPOSED SURFACE COURSE NOT TO SCALE < ALL ROADS AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT FIELD VERIFICATION OF THE Bt CONSTRUCTION OF THIS SUBDIVISION AND FIND THAT I IT IS IN SUBSTANTIAL CONFORMANCE WITH THE DESIGN PLANS AND ANY CHANGES ARE SO NOTED(WITH CLOUDING OR STRIKING) ON THESE < ASBUILT PLA. S. 7/03/17 BRIAN ITCHEI_I_, P,E, DATE - VA PE E11 NO 35724- 2 "f :•:•,• INTERMEDIATE - •:•:•:•:•:•:•: ASPHALT...'.'.'.'-�••-•-•- ............................. O O 00000 NCHED PAVEMENT JOINT O /--\ BASE O O O ASPHALT O O O v v O V/ASPHALT TACK COAT O O O O O + + + + AGGREGATE + BASE- + + + + NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT. PA VEffEWT JOIYVT DL'TAIL NOT TO SCALE SEDIMENT BASIN SCHEMATIC ELEVATIONS TRASHRACK:" CREST OF EMERGENCY D=27 , H=8 SPILLWAY ELEV=579.95 DESIGN HIGH WATER (25-YR. STORM ELEV.) TOP OF DAM MIN. 1.0' ELEV=580.95 0.5' MIN. 1.0' _ . RISER CREST 67 C.Y. AC. „ / DEWATERING .. • • • • • ELEV = 578.95 " DRY STORAGE DEVICE ELEV = 577.00 ELEV=578.95 67 C.Y./ AC. " WET " STORAGE ":Y.;•::.;: :'.:t.: •' :':v:r� ....... ELEV=577.00 rh; . rnft:}n»a�t•::t BARREL: 15 RCP (STIR 13) L=116' SEDIMENT CLEANOUT POINT 18" CMP RISER (" STORAGE 0 34 C.Y./REDUCED ACRE) ELEV=576.00 SOURCE: VA. DSWC OP 3.18 Structure W11 OUTFALL 11.00 010 cfs 9.86 Do ft 1.50 La ft 15 d50 ft 0.5 w=Do+La ft 16.5 d stone (in) 9 Uo - Uia. outlet pipe Lo - Plate 3.18-3 or -4 d50 - Plate 3.18-3 or -4 d stone = (1.5)(d50) not < 6" Plate 3.18-1 OP 3.18 Structure IZ29 OU TFALL 14.00 Q10 cfs 6.09 Do ft 1.25 La ft 12 d50 ft 0.5 w=Do+La ft 13.3 d stone (in) 9 Uo - Uia. outlet pipe La - Plate 3.18-3 or -4 d50 - Plate 3.18-3 or -4 d stone = (1.5)(d50) not < 6" OUTFALL 29.00 Q10 cfs 5.60 Do ft 1.25 La ft 12 d50 ft 0.5 w=Do+La ft 13.3 d stone (in) 9 Uo - Uia. outlet pipe La - Plate 3.18-3 or -4 d50 - Plate 3.18-3 or -4 d stone = (1.5)(o150) not < 6" PLATE. 3.14-2 Silt Tra,n 1 Area= 2.41 acres Wet Volume Req d 4560 cf Dry Volume Req d 4360 cf Bottom L = 56 ft Bottom W = 14 ft Wet Depth = 3.5 ft Dry Dep th = 2.0 ft Wet Volume Actual 4802 cf Dry Volume Actual 4768 cf Stone Outlet L = 15 ft Side Slopes = 2 :1 Bottom Elev = 582.0 Spillway Elev = 587.5 Tap Width = 36.0 Top Length= 78.0 Silt Trap 2 Area= 0.60 acres Wet Volume Req 7 1085 cf Dry Volume Req d 1085 cf Bottom L = 14 ft Bottom W = 7 ft Wet Depth = J.5 ft Dry Depth = 1.5 ft Wet Volume Actual 7201 cf Dry Volume Actual 7130 cf Stone Outlet L = 4 ft Side Slopes = 2 : 1 Bottom Elev = 518.0 Spillway Elev = 525.0 Top Width= 27.0 Top Length= 34.0 DITCHES TO HAVE EC-2 LINING 20' 3• 7 CST EXISTING GROUND 1 ":1' -1\ 11, 4' 4' 4' NOTE: ALL ROADSIDE > DITCHES TO HAVE EC-2 LINING 20' 3• �i/V c�T EXISTING GROUND 4' 4' 4' NOTE: ALL ROADSIDE DITCHES TO HAVE EC-2 LINING SOURCE: VA. DSWC 40 R/W NO SCALE CARLYLE PLACE 5+50 - 1 1 +00 RILEY WAY 10+00 - 1 1 +00 40' 9' 9' 1/4 21 -B STONE BASE TYPICAL SECTION 40' R/W NO SCALE CARLYLE PLACE 2+25 - 4+00 RILEY WAY 15+50 - END 40' R/W 9' TYPICAL SECTION 40' R/W NO SCALE CARLYLE PLACE 4+00 - 5+50, 11 +00 - END RII FV 1A/AV 1 1 inn - PLATE. 3.14-4 TEMPORARY SEDIMENT TRAP 1' 1 VARIABLE* ORIGINAL VARIABLE GROUND ELEV. 1.0' 67 CU. YD./ACRE * a VARIABLE N � 67 CU. YD./ACRE (EXCAVATED) 4' MAX. FILTER CLOTH ORIGINAL GROUND ELEV. * SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP NOTES: 1. ALL ROADSIDE DITCHES TO HAVE EC-2 LINING. 2. CONTRACTOR TO LOWER WATERLINE AS NEEDED TO OBTAIN 3.0' FEET OF COVER ON WATER SERVICES AND FIRE HYDRANT CROSSINGS OF DITCHLINE. EXTEND STONE 1' BEYOND PAVED SHOULDER EXISTING GROUND 4' 2' W/L LOCATION TYP FOR EITHER SIDE NOTES: 1. ALL ROADSIDE DITCHES TO HAVE EC-2 LINING. 2. CONTRACTOR TO LOWER WATERLINE AS NEEDED TO OBTAIN 3.0' FEET OF COVER ON WATER SERVICES AND FIRE HYDRANT CROSSINGS OF DITCHLINE. EXTEND STONE 1' BEYOND PAVED SHOULDER EXISTING GROUND 2' W/L LOCATION TYP FOR EITHER SIDE NOTES: 1. ALL ROADSIDE DITCHES TO HAVE EC-2 LINING. 2. CONTRACTOR TO LOWER WATERLINE AS NEEDED TO OBTAIN 3.0' FEET OF COVER ON WATER SERVICES AND FIRE HYDRANT CROSSINGS OF DITCHLINE. 3.14 DETAILS OF CORRUGATED METAL ANTI -SEEP COLLAR INSTALL COLLAR WITH CORRUGATIONS VERTICAL COLLAR TO BE OF SAME GAGE AS THE PIPE WITH WHICH IT IS USED CONTINUOUS WELD 1/2- X 2' SLOTTED HOLES FOR 12' MIN. 3/8- DIAMETER BOLTS. + B o o T 2" T U E BAND WELD BOTH SIDES SLOTTED HOLES CORRUGATED METAL CONTINUOUS WELD AT 8` D.D. SECTION B - B CENTERWELDED OF TO O ELEVATION OF UNASSEMBLED COLLAR 3. UNASSEMBLED COLLARS SHALL BE MARKED BY NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS. 1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT 2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2" DIAMETER RODS WITH STANDARD TANK SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. DETAIL OF HELICAL PIPE ANTI -SEEP COLLAR WELD 1 1/8' X 1 1/8' X 1 1/8• ANGLES TO COLLAR OR BEND A 90' SIZE AND SPACING OF SLOTTED ANGLE 1 1/8" WIDE AS SHOWN IN DRAWING. OPENINGS SHALL BE THE SAME NOTE FOR BANDS AND COLLARS: AS SHOWN FOR CM COLLAR. 1 1/8" USE RODS AND LUGS TO CLAMP J� MODIFICATIONS OF THE DETAILS SHOWN MAY BE USED PROVIDING BANDS SECURELY TO PIPE. 1 1/8' EQUAL WATERTIGHTNESS IS MAINTAINED AND DETAILED 12' MIN. / " DRAWINGS ARE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR a' TO DELIVERY. BAND OF HELICAL PIPE ISOMETRIC VIEW SHE METAL COLLAR SHALL BE CUT TO FlT CORRUGATIONS OF HELICAL BAND. AND ROD AND LUG WELDED WITH A CONTINUOUS WELD. NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUM GAGES, SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE. METAL COLLAR TO BE NOTE: TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE: WELDED TO CENTER OF HELICAL PIPE BAND 1 CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP WELDED TO A SHORT (417T.) SECTION OF THE PIPE AND CONNECTED WITH CONNECTING BANDS TO THE PIPE. PARTIAL ELEVATION 2. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE REF ENGR. FIELD MANUAL WITH #3 REBAR SPACED 15" HORIZONTALLY AND VERTICALLY. SOURCE: USDA-SCS PLATE. 3.14-13 shown is r --*.--,*.-„ PLT H F �/ v BRIAN C ITCHELL No 724 �- 7/03/17 FSS/O N A L ENG DATE REVISIONS ITEM 8125106 PER COUNTY 9118106 PER COUNTY 7/03/17 ASBUILT DATE 06/05/06 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD # 20051024 SHEET # 2 of 14 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3.MINIMLJM PER 00 GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" Q 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 2' MIN S.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER _7� OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER MAIN LINE �C TYPICAL SEWER SERVICE LATERAL CONNECTION N. T. S. FIG. S-2 2200 SERIES FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA "WEDG LOK" TYPE RUBBER COATED 1'-0" MAX STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3" 0" MIN e� THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) j5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5„ F~ - MINIMUM ELEVATION DIFFERENCE VARIE 112 MIN 12"MIN .Q ACROSS M.H. FROM INLET TO j i OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH ° TRANSITION OF FLOW BETWEEN 0 INLET & OULET PIPE SHALL BE �g { PROVIDED. 12"' �_ , D 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION Effective August 18, 2005 COVER LIFT NOTCH SIZE BRANCF 12 3/8" VALVE THE WATER MAIN I WATER CAST IRON LID NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6- EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAISE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24", (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICALMETER BOXES (5/8 -METERS) NTS FIG. W-7 WATER NTS FIG. S-I-C VARIFS TwLJ V ML_ V L TO TEE ON-LINE (TYPE "B") J. PLUG VARIES THREADED FOR COUPLING AND CAP PVC SLEEVE cI METER BOX (SEE FIG. W-7) THRUST BLOCK `r NO. 57 STONE VALVE 2'" PIPE SLOPED TO DRAIN IF M.J. FITTINGGRADE ALLOWS S T- 2" GALV. VARIES VARIES PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE " STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN P•009 SOIL UNDER -CUT CONDITION UNSTABL SOIL INITIAL BACKFILL TONE I STONE (STABLE SOIL OR ROCK" -- NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') r 7 CU. FT. 18" CALVE BOX GRAVEL I j li ti 6" GATE 36"MIN VALVE 11' • . I �t TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST �•� a UNDISTURBED STABLE SOIL- STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS - A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. Fire hydrants shall be installed at locations where weep holes are above the prevailing groundwater elevation. If required to be in wet areas, the weep holes shall be plugged and the hydrant shall be pumped dry. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. Effective August 18, 2005 FIG. W-4 TD-17 FOR ALL BENDS � q ar\ ti i SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD.I (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 s 4" do 6' 45 2.00 2.25 2.60 0.15 2.00 2 25 12.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 •---- ........_.. -... 90 3.66 3.16 3.21 0.48 8" 45 1 2.66 2.66 2.77 0.26 I 22 1/2 1,66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 j 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 4-5 3.33 3.58 2.95 0,43 3-83 4.00 2.83 0.52 22 1 /2 1 2.33 2.58 2.86 0.24 I 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 1" TYPE SOFT COPPER i'x I"x1" TEE NOTE: NO SWEATED FITTINGS (FLARED ONLY) DUAL SERVICE I" TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE: 1 SADDLES SHALL BE USED ON PVC PIPE. 2 THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED 7 /4 BEND COUPLING MOELLER N0. H-15069 1') LOCKWANG N0. H-15066 1 1/2`, 2`) ANGLE FORD 110. L02-44 1) VALVE NO. L02-66 1 1/2`) N0. L02-77 2") 36 MIN. OR APPROVED EQUAL .jj• O 0 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES, 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. -CAST IRON LID FINISHED GRADE 10"-15" BROOKS 2200 SERIES BOX WITH / EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS COPPERSETTER (PLACED ON STONE) FORD VV72 (5/8`x3/4") n VV74 (1") -I OR APPROVED EQUAL K� METER 4` STONE• BRICK AS BEDDING NECESSARY CORPORATION STOP (1", 1 1/2", 2"} MUELLCR N0. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD-19 ADDED FEB._ 2006 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 6" MIN. LINE VARIES D.I. PIPE 1 ; 2500 PSI CONCRETE PLAN LSPACING SPACING SPACING _ � n D.I. PIPE ' i ANCHOR NO, 1 AT FIRST JOINT ABOVE GRADE SPACING MANHOLE. 20% TO 35% NOT OVER 36' �- 359 TO 5" 50% OR GREATER NOT OVER 24' NOT OVER 16' \ T Z ,� PROFILE i TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-♦ U) �E N 0 M u w= N E �N m iv E �� �1,1 _ o w n E o Q E a m JJ �J OUm p L JU U Eo L'x �� I_ vF E EU) �O_ If 0 F) U w 10 _ 1 w �\ > o 0 � � Z a E0 ow c� aEQY o E a w _ - � � __ o Mm �N H- w LLJ J Q WQ E S �s o oE n E� ism w U�U " v� E E -- Z dO om I 0 0 v 0 u a 1 g ¢ g z0 0 a of E O- E I..IM 0 W \E \n of mE o f w o ELU li Oo qo N `4 a a LL u .M w0 I` C1 LL N LI W ro3 a�� 0 ® 0 TYPICAL MANHOLE FRAME 8c COVER NTS Effective August 18, 2005 FIG S-I-D TD-4 EMB SPRI ! NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION --INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING --BEDDING 6" mox 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BF BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S- 3 AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT FIELD VERIFICATION OF THE CONSTRUCTION OF THIS SUBDIVISION AND FIND THAT IT IS IN SUBSTANTIAL CONFORMANCE WITH THE DESIGN PLANS AND ANY CHANGES ARE SO NOTED(WITH CLOUDING OR STRIKING) ON THESE ASBUILT PLANS. BRIAN ITCHELL, P.E. VA PE I NO 35724 7/03/17 DATE 0 rn r� CQ ulyI V' V Z .--1 `,,� �, O co O U CQ (D CO CO CQ W .P.1 W rn,�w 0 � � Z ao U edy`-1U ^ o Q) Z "� F O� W0W 14 ;-1 11.0 Wes,°� a O co Q LT H F `r v BRIAN C ITCHELL No 724 0- 7/03/17 FSS/O NA L'E REVISIONS rDATE ITEM 8125106 PER COUNTY 7/03/17 ASBUILT DATE 06/05/06 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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BRIAN VA PE 7/03/17 DATE NO 35724 This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2017 Townes Site Engineering O r M to t\2 co (n r� I.IV' V � Z�^ .--1 �CO CC)�r) O '14 O I N ---., W a) +' •. 0 . "4 W COM I\ bl. W � CO O 4,0 U Z co O � U b rn g Z r--9 I ""' •"o � O W ° ��� W 0 o �^ tip d+ co U O cd U �w rrnn 6 V! 0 4 a — O 1 2 C) / Y Q O�N'_ Q^"�"w� „1' `/I BRIAN C ITCHELL No 724 7/03/17 :SIONALEN U) ~' OO �� C~ ti � Cam, � q ' qw �� > , o � �� � � � w0 �o � .QJ &--I ww � w ��,�4 -t8 QJ� �� � � �w � o w 0 �"_) iI ----.,) DATE 06/05/06 SCALE 1 " = 100' PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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W o��-4 L co Q) 0 � r �400 �w 0 Q) 0 a 0 O Q ,� E P LT H _j'„'rww, O� I I'r- �/M BRIAN C ITCHELL No 724 4�0,�. 7/03/17 ���.� FSS LNG 0 L NA DATE REVISIONS ITEM 8 25 06 PER COUNTY 9 18 06 PER COUNTY 9 30 06 PER OWNER 7 03 17 ASBUILT DATE 06 / 05 / 06 SCALE 1 " = 100' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.# 20051024 SHEET # 4 of 14 — — — / _ — — _ _ _ -- / , \\ / \ \\\\\\\\\\ \\\ \\ \\ \\\\\ \\ \\\\\\\\ CONSTRUCTION NARRATIVE 0FFSITE AREAS / ----- - =_ \ / I /- \� // \\\\\\\\\����\\\�� �\ \\\\\\\\\\,, \\� RIGHT OF WAY DEDICATION FROM THE EXISTING _ - _ _ _ _ _ _ _ \� \\ \ / ( \\ ;\ \�\\\\\\\\� �\ \\ \\\\\ \\�\�\\\\� GRAPHIC SCALE PROJECT DESCRIPTION SUBDIVISION AS DICTATED ON THE FOXCHASE /; ; _ -520— _ _ , ; - ; - _ _ _ _ - J -5 �^ ` - \�,� \\ \ \ 1 \ - - \ I �\ \\ "S �\ � �\\\\� \\ \\ \ \ \ \ \\ SUBDIVISION SECTION ONE SUBDIVISION PLAT WILL /� - _ �r-- �i --- ���� \\����\\\ \ \\\� \\ I \\\\������\\��\�\�\\\\\ \\ \\\\\ 0 2s so �00 20o THIS PROJECT INVOLVES THE CONSTRUCTION OF A // _ - - _ _ --% ; - - - - /// _ _ _ _�% \\\\ ��\� \ �I �\ \ \\ \ \ ��\� �\\�\�\�\\\\\ \� \\\\\\\\ \ 15 LOT SUBDIVISION FOR SINGLE FAMILY STYLE BE REQUIRED TO ACCESS THE SUBJECT PROPERTY. / / �! = - _ - - - - _ = ; _ - - _ / -, - - \ \ -Z- \\\\ \\ / \\\\\ \ ` \\ \� \� ��` _ ���\x�\\�\\ \\\ \\\\\ HOMES WITHIN A PLANNED COMMUNITY. THE TRADITIONAL HOMES HAS OBTAINED A LANDSWAP / % _ - - _ �!-- - - - - ___ _ �/% ��\� \ \\\\\�� ����\ \ \\��� - \\ \� _ \\��\\\�\\�\\\ \� \ \ PROJECT INVOLVES THE EXTENSION OF AN EXISTING AGREEMENT WITH LOT 33 OF FOXCHASE SECTION �� — — — — — _ — __ j = \ \\ \\\\ \\\\\ \\\ ,� \ \� \�`: _"\ �\\�` = \�\��\\M \' \\\\ \� \\\�\\\�\\ ( IN FEET) ROADWAY (CARLYLE PLACE) AS WELL AS THE ONE SUBDIVISION TO INSTALL THE EXTENTION OF / ��� ''%= - - - - _ _ - - _ _ _ = - -/y _,--ram== _ \ \\\� \\\\ \\\\ \ \ \ _ _ ��\\ -_�\ ��\\\�\\\�\ \\\\\ \ \ \\ 1 inch = 50 ft. CARLYLE PLACE ROADWAY WHILE NOT IMPACTING LOT %%//�� j/� _ _ -_ _ _�- �J�;�; \\\\��� \ \\\\ \\\\ \ \ > - _ _ _ \\\\��\ \\� \ \\ \\ \ INSTALLATION OF RILEY WAY WITH ASSOCIATED WATER %���/ i _ _� -- - _ -- � � J /� l ;� \\\` = \\�\\\\\I\\\\\\ \\\ \\\\ \ \ l\ � \ __---_ �� \���\ \�\ \\ \\ \\\\ \ AND SEWER EXTENSIONS. STORMWATER RUNOFF IS 32. IT SHOULD BE NOTED THAT A 20 j� f �_ �� _ _ - �- J //,/, - , _ _ \\`_ \\� \\ \\\ \ \\\\\ \\ , " \ \ \ ��\\\ �� \\\\\""\\��\\\\��\\\\\\\\ \ \ CONSTRUCTION EASEMENT DOES EXIST ON LOT 32 IF //� _ `�_- -/ / =- _ \\\ \\\\\\\ \\ \ \\\ \ \ \\\ \\\\\\ \\ \ \� \� \ \ BEING CONTAINED IN A STORM SEWER SYSTEM AND NEEDED. �/ j - ____ _ / / . _: \ �\\\�\\�� \\\ \\\\ \ > \ \\ \ \ \\\ \\ \\ \ \ \ \ \ IS BEING DISCHARGED TO A SWM FACILITY PRIOR TO ,yam:,., T{; ,, / �/ / - _ ������__ ____ �/ �/, �__�\\\_� ��\�\\�\\\�\ \\ \\\\ \ \ I \�\\ \\ \�\\��\\\\\\ \\\ \\ DISCHARGE TO A TRIBUTARY OF LICKINGHOLE BASIN. / ,/ /� / /'�i %_-_%__%� ==iii'% -__-�� / ;�����\ �\\-\�\� ��\ \\\�\��\�\\\\\�\\\ / \\��\\��\\\\�\\W \\\\\\\\\\\\\\ THE PROJECT INCLUDES SOME INDIVIDUAL LOT �- -==--_!--- \ / \ \\\\\ \\\\ \\\ \\\\\\ \ \ SOILS _ \\\ \ //,/�'�//i �/� //iiii�i�== -- �'' _ �'' �\���\\, \�\\\\\\\\ \ ,./ N\\\�\ \\\�\\\\� \\ \\\\\\\ \ INCLUDED WITHIN THE PLANS ON THE SOILS MAP / / //// /////ii /�� _ _— — —_ _����„ — _---__ _ — — — \�\\\\�\\\� \\�\\ \ \ r \ / / \ \\\\\ \\\\\\\�\ \\\\\\ \ \\ \\\ GRADING. THE AREA OF LAND DISTURBANCE IS / //�///�// / /�/ /� —_ _ _ ���; ; — _ \\\\\ \ \\\\ \� \\\\\\\ \ \ /— / \\\\\ \ \\\\\\ \�� \\ \\\ \ AND INFORMATION SHEET IS A SOILS MAP OF THE // / / // /// %/ // / -- - "- _ �� - _ - _ -�yo� _ _ - _ _ _\�\� \\�\\�\\\� \ \\ \ �\ \\\\\ \\\��\\\\ \\\\\\\\\ \\ \\ \\\ APPROXIMATELY 6.21 ACRES. / // / // // / ////��/�- - - %.., ,- _ - - - %. -- - - _ - \\ \\\\\\ \ \\�\\ \\\�\ \\ \ \\\ \\\ \\ \\\\\ \��\\\�\ \�\\\\\\\ \\ \\ \\ PROJECT AND A TABULAR CHART OF THE SOIL TYPE. / //i //�j / /�/// ///%/ /i /i/% - �✓/r ; :;_; - -- - -- - _ - - _ _ \\\� \\.\�\� � \\�\��\\��\\\ \\` \ \\\ \ ` - - \\\\\\\\\\\\\\\\\\�\ \\\\\\\\\ \\ \\ \\ EXISTING SITE CONDITIONS // //� ii/////%///'% //�/ �%%///i/iiii/ Jr�; ,%' _ \�\�\\\\'�\�� �\�\��\' '\'S \\\\ \ \\\\\ \\\\\\\ �\\\�\\\\\\\\\\�U\.\1�\��\\\\\\\\\\\\\\\ THE EXISTING SITE IS COMBINATION OF OPEN FIELD CRITICAL AREAS / / / - \ \ / // / //i/ / %/�/� ///� /�i/ /�//ii/i/ / % .'�_�-= = _ _ _ _ - - \\\� \\\\\ \\\ \ \ \\ \ \ \\\\\ \\\\ \\\\\\\ \\ \ \\ AND LARGE MATURE HARDWOODS. A TRUNK SEWER -- / / // / /�/// // / �(r� % .� _, ____________\\\\�\\ \\\\\\\� \\\\�\�\\\\�� \\ \ \\\\\ \ \�--- \\ \\ \\ \\\\\\\\ \ \\ \ THIS SITE IS SET UP TO DRAIN TO TWO SEDIMENT / /'i // /// j/////l // // //%/ ,,, /'/ �i =� �I l %� %� ,,_ � _ _ _ _ ��\\\\�\\ \\�\�\�\ � �\\\\\ ��� ��\\ \\\\ \ \ � \\ \ \ , . \\\ \ \\\ \\ \\ \ \ TRAPS AS WELL AS THE PERMANENT SWM BASIN / / / / / / /// ///// / / - -fir = _ _ _ - - _ _ - \\ \ \\ \ \\ \\ \ \\\\\ \\ \ SYSTEM EXTENDS ALONG THE ADJACENT CREEK AND // / // / i///� / j // / / /ice / ��� I�II�r�� %� % _ - -_ - -_ - _ \�\ \�\\�\\ \\\�\��� ��\���\\�\��� \ \� \\\\ \ - \\\\\\ \�\\\\\\\�������\\ \\\\\ \ \ \\ FACILITY WHICH WILL BE MAINTAINED THROUGHOUT ///�%� ��i////, /��// /%/ / �////ii/�/���� ���III ��� %%- -_ __ _ =sso= _ _ _ \ \,\\ \� \�\\ \\\��\�� \� \��\\\\\\��\ \ \ \\ \ \� � _ \\\ \\ \\\ \\� \� \\\�\\\\\\\\�� \ \\ WILL SERVICE THIS DEVELOPMENT FOR WASTEWATER CONSTRUCTION ACTIVITIES UNTIL SITE STABILIZATION //// �� ��////i /�/ / /�%""/'%// �i// //ice%�%\\III %��%�----- _---== - \\\ �\ \\\\\\ \\\\\\� \ \�\\\\\\\\\ \ \\ \ \ \\\\\ \\\\\\\\ \\\ \\\ \ \ NEEDS. AN EXISTING 8 INCH WATERLINE EXISTS AT / / /� �/ /�/ ///// / ��///� %� \\� II - - - - ---_- ---\ \ \ \ \ N \ \\\� \ \ \, \ \ \ \ � '\\ \ \\\ \\ \\\ \\ \\\\\\\\ THE TEMPORARY CUL-DE-SAC OF CARLYLE PLACE HAS OCCURRED. A CUT FILL SHEET HAS BEEN /i �/ / // / '(/ / // / - \ \\\\\ \\ \ \ , \� \ \\ \\ \- \ \ \\\\ \\\\\\ \\ \ - - - - i /i/ /�� / / /j // // % /�/ %// / / /�j /� /ice //iiii %� �I II) l �%� _ _ _ _ _ _ _ _ - � \\\ \\ \ \ \ \\\ \\ \ \\ \ \ \\ \\\ \ \ \ \ \ \1 \ \ \ \ \\\ \\\ \\ \ \\ \ /////�� / // // //�� ////� ///�/� j^\\Ill)1���� j — \\ `—��\\\\\\\\\�\\�\\\\ \\� \�\� \\\\\\\\ \ �\\�\\ \�'�\\\\\\\\\ \ \ \ )1\I 11)\\\\\\\\���\\\\�\\\\\\\ \�\\\\ ROADWAY WHICH WILL BE EXTENDED TO THE INCLUDED IN THE PLAN SET FOR INFORMATIONAL �i� ///� �� /i / //// �1, //�/ �/j// 'ice / � �� i\\\�(( (�� ��� %i _ _ _ _ _ _ _ - -\ � \ \\\\\\ \\\\\\\ \\\\ \ \ \\ \ \ \ \\ \ \\\\ � -\ \\ \� \\ - )�///j/ >�\\\\� '\�\ \\\ \\\\\ \\ \ DEVELOPMENT. A FLOODPLAIN EXISTS OUTSIDE OF PURPOSES. FILL AREAS ON LOTS 7 AND 15 WILL "/�����%�/////%/� /���////%/j/�j//ii �� �� ���,\\�\ JII((Irr ��� �� ��� _ _ _ _ \\\ \\\ \\\ \\\\\\ \\\\ \\ \\ \\\ \\\\ �\ . \ ', ��\ \\ \\ \\ r JI1(f/// l 1\\ \�� \\\\ \\\ \\\\� \\\ � � THE PROPERTY BOUNDARIES ON LICKINGHOLE BASIN. NEED PARTICULAR ATTENTION TO PREVENT EROSION / / �/— /�/ /� /i / \ I - - \ \ \\ \\\ \\ \ \ �\ \ \\ \ / l \\ \ \ \ \ �/ iiii =� %��,, / //// /////�/////////i/���/�\\\\\��I II ������� ��_--- \\\\ \\\\\ \ \\ \\\ \ \\\\ \\\\\\\ \� \\\ \\ \\\ �\ \ \\\ / \ \ \\ \ \\ \\ AND THESE AREAS WILL NEED TO BE SEEDED AND ��/��� = = - / l l / / / /i /i \ _ I 1 r� \ \\ \\ \ \ \\ \ \ \ \ \\ \\\ \ \ \\ /// / // / \\\\\ k\\\\\ \\ \\ \\ \\ - _- �� / / - 55 - - \ \ \\ \\ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ - AJACENT AREAS STABILIZATION ACHIEVED TO PREVENT EROSION - ", ���_- ill/l//l/�/// /�'//// /// //iii-/.\�� IIIII iiii// ����- - - \'\\\\\\ \ A \\ \ \\ \\\\\ \ \\ \ \\ 1 \ \ \ \\ \\ �, \ �l / / \ \\\\\\\ \\ \\ x- ��% _ -" / / /� / /// //�/ ��' - ;,-I II � / / -- - - - - _ \ \ \ \ \\\ \\ \\\\ \\\ \ \\ \ \\ \\\ 1) l " \ \ \ 1 I \\ 1 \ \ ``_ _ THE SUBDIVISION PROJECT IS BORDERED ON THE RUNOFF AS THE FILL OCCURS AND THE SEDIMENT ''"�ji��%�___ ��//l/ill/////////�///�///�/iii%� ���I III i iiii s�o��� \\\�\ \\\\\\\\\\\ \\\\\�`�\\\\\\\\\\\\\\\\� \\\�\/IIIIIIII// \� \\\\\\\\\ \\� I (( ) ( / / \\11` ��\ \� N T 1 A 1 \ \ \\ \ \\ � �/� ___=����j��lll/�/j///k� �//���� _���\�JI ���/�/� /�-__ ��� \\\\\\\\\\\\ \\\ \�\\�\\\ \\\\\\\\\/II//lJ//�1(�� �� \ \ \\ \\\ \I \l I / �� 11\�\ \\�\ \` _-- NORTH AND EAST BY THE RIVANNA WATER AND TRAP AND BASIN 0 LO S 7 & 5 ARE PH SED iii/ i//��= _=1����✓/////lJj/////// //i/// �j// /� %�� ^�� II f /� /ice - - \ \ \ \ \ \ \ \ \\\ \\ \\\ > // /- \\� \ \ \ \ \\ \\\ ��` 1 \\ \ \ \ \ - _ - ___ SEWER REGIONAL BASIN KNOWN AS LICKING HOLE OUT. THE CONTRACTOR SHOULD ALSO TAKE CARE hill-- i' / - - �� M'?/ )/ ////// // // '/// % ���II �'� �/ _ \\\\\\\�\ \ \\\\\\ \\\ � I)\\\\\\\ \\\\\\)\>//�/�%//���=�\\\ �\ \ \\ \\\\ \ \��\� '� - \\\x \\\\\\`_- //�/ _ -- ���\ \ \\ \ \ \\ \ \\ \\ I \ \ /)/ // ////_ - \ \ \ \ ' - \� \ � \ _- - _ __ _ BASIN. THE STORMWATER MANAGEMENT FACILITY TO KEEP CONSTRUCTION ENTRANCES IN GOOD /O�/�%��� \�///6// ///i/ //// / // /////--���\-Illlr //�'�'��, �\ \ \\ \\\\\ \� \ 1 \ )\ / / // �_ _�����\��� \\ I \ \\ \ \\ \ \\\\\ =��� l��\ \�` //������/%%__ = �-'-- - /�/////� ///////�//////// / /' / / 1 _III / / - - -, = \\ \\ \\ \ \\ \ \\ \ \\ \ \ \ \\\IIII 1 I >)( ////// //LPL \ \\\\ \ \ 1 \\\ \\ \ \ \�� - \\\\\\\� \ \ \ Jam= = = = _ = DESIGNED WITH THIS SITE DISCHARGES INTO AN WORKING ORDER TO NOT TRACK MUD ONTO CARLYLE j///�� _ ����✓/////////////////j//°h///// j/ iii���1 / '�����-��_\\\\ \ \\\ \\\\\\\ \\\\\ 11 I)II III (11/C�==_�1�\\\\\\\\\\\\\\111/ I \1� \� \\`•'' \\\ \�� - ��\\\\\\�\\ \��/�__� / / i� ///i/i - = ��� / /////////// //// i , i� / / /1/l // "' -" _ Zo�� \\\\\ �\\\\\\\\\\\\\\\\\\)\1\III III IIIIIII�I���=-� \\\\\\\\\\\ \\\\\ \\IIII , \� \ \ \ \\\\ "I .,\ \ \ \\ \• _ J/- - / /, ADJACENT CREEK THAT ULTIMATELY FEEDS INTO THIS PLACE ROAD. , /iii%-- ��\\�\_�///j//// j//j/ //�/ // / j�� �'i��� //j/// 6 \\\\\\\ \\\\ \ \) \) //) /) II I (`�\\\` ��� \\ \\ \\\ \\ \ \\ III) /%_ \\\�\ ��\\ \\\ \�\� 1 �\ \\�� /// / / / j; REGIONAL BASIN. THE PROJECT IS BORDERED ON / / / �' _ = ��\� / // / / % ii/ / ^ ` / / - \ \\\\ 11II / // 11l/ll llI III II\( \��\\\�\\\\\\\\\ \\\ \\\\ II I �� ^\ \\\ \ �\ \ \\ \\� \ \�\ �-/// / /// ///� THE WEST BY THE EXISTING SUBDIVISION KNOWN AS EROSION AND SEDIMENT CONTROL MEASURES �i ///j�j-_-��������/i/////// i/%/�//////� /ii=�i/'�%%ice=-� \ \1 \ II I I l / l I I'\`�� �� \\\\\\ \\\ ,\\\\\\ \ \ \Ill II /�^\\ \\\\\�\ \\ \\\ \\� \\\\ ��\\��� // /i///// , FOXCHASE. THIS EXISTING SUBDIVISION IS //�'��/i%-=���� �� //////////%/ //////// /ice ///—� / i �— / / % _ ��\�/ / / / / // // ��- -\ \ \1 II I IIII IIIIII/)/ ///L�/ �_� \\�\\ \��\ \\ \\ �\ \\ ))/ /�� \\ \ \ ,` \\ \\\ \ ` \\\ \\\ //////j �� j/// // ULTIMATELY PLANNED OUT TO BE 56 RESIDENTIAL PRIOR TO ANY CONSTRUCTION WITHN ANY EXISTING / /�� / / / / - \\\ \ \\ \ \\ \ \\ \ \ \l�I l / \ \\ \ \ \ \ \>// / / / /- ,,/i//� ����� /Zj j///%///�% /i/ i/ /�-- /i/,��/ /��/ \\ II II I I /`�- �\\ \\\ \\\ \\ \\\ \\\\\\ ) l/ lll��/ \\ 1 \� \�\ \ \ \\ \ \\\\ / / ( (///, /'iiii %%� _ _ //i/// / / // / /�`�/- - /i/ /// i /i \ \ \\\\J, IIIIIIII Il`` ���\� \� \\\\� �\\\\\ \\ \ \ >/ / /�%%/�\\ \\\\\ k,\ \ \ \�\\ \ \ \\\\ \\� \\\� I(/////<<\( \ I I I (I //// / LOTS. THE PROJECT IS BORDERED ON THE SOUTH RIGHT-OF-WAY INCLUDING CONNECTION TO ANY �i////�//� �� _ _ \\� ��//j///// j/ // // j /i�6i/� -- / /,� J // / // - \ \ \ \ \ \\\ \ \\ II �\�� �\\ \� \\\ \ \\\ \ \ \\\\ \\\ \\\)\)� / ////����% \ \\ \\�\\ \� \ \ \ \ \ \ \ l\\\\\\\\\ I I )// //// BY PROPERTY ALSO OWNED BY TRADITIONAL HOMES EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM ii/i/ i�-- - �i/�/// / // / ///// - ///_r _// /- \ \\ \ \ \1�`\\����\ \\\ \ \\\ \ 1\\\ \ \\\ 1 I�"�_��1\\ \ \�\\ \��s \ \ \\ \ \\\ \\\ \ \ \\ \\\l`I/ //////// / / // -- - \ /// �/ / // // // / _ - // / --/ - // _ \ \ \ \\\ \ \\ \\\\����\ \\\ \\\ \\ \ \\ ) \\\ \ /II I I` _ _ �\ \� \� \\\ \ \ \\ \\ \- \\\ \ AND IS ZONED R-A. THIS ADJACENT PROPERTY IS THE VIRGINIA DEPARTMENT OF TRANSPORTATION //,�//ice %� %_= � �\� ii'-'- / / / // / / // (3 / \ \\ \ \ ) 1 \ II) ) 1 1�= - - \� \ \ \ \ \ \\ \ \ \\ \ \ \ \ ` \\\\\\\\\ \\\ \\ (! 1 11 /( / / - - _�� /// / / /// 6 _/ / /-- , \ \ \\� \ �N -\�\ \ \ \ \\ s \ 1 / / I I) ll 11 I� - - -_ \ \\\ \ \ \\ \ \ 1 1 111 PLANNED FOR CONSERVATION TRACT DEVELOPMENT (VDOT). THIS PLAN AS DRAWN MAY NOT '// / %� \\\_ /i/ ti \ \ \ \ \\� \ s\ /�__���\ \\\\� \\ \\\\ \ \ \ \\ I \\ \\\\ ((� iii/ --"- ��__= ����ii i/i/////,iii'/,- / �� /� \ \ \�\� ��\\ \ \ �'\ \ )"s I8, 1, I // / / \ \\ \ \\ 11 1 1 \ \ \ \ \ \ I 1 ) J / / //( _ _ �\� \\� \� \ �\\� \ �� \\ \ \ \\\ \\\\ - \\\\� \\\\\ IIIIIIII 1 1 I WITH AN APPROXIMATE 65 ACRE FARM ACCURATELY REFLECT THE REQUIREMENTS OF THE // ///// ��_ ` - / j// / /j /// / / / / //� - / r _ o�\\ \' 1 I / / I I �/ / �// /�/ /// ( -� - � \\-- \- - \\ \ \\� \ \ \ \\\ \ \ \ \\\\\\\\\\ 111 1 \ 11 I CONSERVATION TRACT ON THE OPPOSITE SIDE OF PERMIT. WHERE ANY DISCREPANCIES OCCUR THE ,�\ \ \\� \ �\\\\_ \ \ \ \\ \ \\� \ 1 / /////� __ �__ //// /////// //// //'y / I —� \ \\\ �'` )) III//) J-/////////////I/\<<`��� '—��\�\\\\� \\���\\��\\����\\ \ \\\\\��\\�\\\��\\\\\\\\� 1 \1\\ III ///i//,/ ///// — _ \ _ _ _ — �/� / /i/ //// / /// / / _ //— J / _ \ \ \ \\ --- I I / // / / / \ �`\� \\ _ \\ ��\ ���\ ���\� \ ��'�\\ \ \ \\� \��� \�\\�\�\\\\1111111 III I I III I THE EXISTING STREAM LOCATED IMMEDIATELY TO THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ///// //////-- \ ----/ / / — — \ J) /// / / / \ \\\\\\\\\ \ \ \ \ \ \ \\\\ \ \\ \\ \ // _ — _ _ _ // //j// /// / // / /—_�� \ � / / /// /� \ \ \ \ \ \\\ \ \ \ �\\�\\ \ \ �� \ \\ \\\\ \\\\ \ III I III SOUTH. / ///// / t — // / / — — \ / / /� \ \ \ \ i— — _� \\\ \ \\�\\ \\\� \� \ \ ////// /// /---__ - /i /// //// // / - �/ \ \ \ /// /t ,- \ \ \ \\\ =----- _ \ \\\\ \\\ \\ \\\\\ \ \\ \\ \\\\\\\\11 I I I / /// //----- — �i //i // , / / — — l ��� �\\ \ \ \\\�.�= — -- \\ \\\�\\ \ \\\\� �\ \ Sop\\ \ \ \ �\ \\ \\\\ \\\\\\\ 1 II I 1\\ ///////// I------ �— // /// / / r _\ \ \ \\\\\\\\ \ \\ \ \ \ \ \ \ \\ \\\ \ I o\ \ = ��\�\\\\\\ - - \ \\\ \ \\\ \�\ \ \ \ \\ \ \ \ \ ) \\ \ \\ \\1 // //// /// /^_-_---,- // --//// //� / /_----/��^^ 1�\ \ _��� \\\\\\\\\\\\�-__ \\�\\ \\���\\��\�\\� ��\��\\� \� \\ \\\ \ \II I \\\\��\�\\\�\\\\\\\11111\\\\\ //%/////// ///—��/ii'�J// /// / ���/ //----�°'C�O ) \ . \ \\\\\ \\\ � \-%_ _—��\��� \� \\\\\\\�\\\\� \ \\\ \\\�\\ \ \ \ \ II I \\\ \\\ \ 1\\ l RED \ \ \ \\\ \\ ; _\ \ \\\\ \\ \ \\\ \\ \ .�'�\ \\\ \ \ \ \ \\\ \ \\\\ \ \ \ \ \ / / / / / — — — � _ // / / / / — — - - _ — — \ \ \\\ \\ \\\ \ \ \ \ \ I I \\\ \\ \ \\ \\\, \ r//// % ///// j' _ _--__ �i-��ii� �j / // // �b11 ---. \ �— S/ \\\ \\\\\ \ \\\\\ ,� \\\\\\\ \\ \\\ \\\\ \ � \\ \\ \\ III I ( \\\ \\ \ 1 \ // // / / - -- �� / -- "xI- /i .6 / ----- \ \ \ \\ \\\\\ \\\� �� ���\ \\\\\\� \\\ \\' \,\\\\� \ \\\ \ \ \ \ \\ 11 \. \\\\\\�\\\\\\\\\\\\11\\\\\ /// / // // / /- -- --� � i /i i // / '- \ \ 31 \\ \\\\\ \ \ \�\\\\: \\\ \\\ \\\\ \ \ \ \ \\ \ \\\ \\\ � \\ \ \\\IIII ( \ \\\ \\\\\\\\\ \�\` \\\\\ //// /// / // / --_---� — / / / // \ \ \ \\\\\\\\\ \ \\ ���\� \\\ � \ \\\ \\ \\\ \\\\\\\\ \\ \ \\ \ \ \ \ \ ( \\\\ \\\ \\ \\\\\\\ / / // / / / / // / / / ", — \ \ \\ \ %� \ \\\\, \ \\\ \ \ \ \ \ \I ( \ \\ \ \ \ //// / / / �� // / / /// 1 I \ \\ \\\\\\\\��1\\� �� \\\\ \\ \ \\ \\�\\\\\\ `�\� \\\\\\ \ \\ \ ��1 \ �\\ \\ \\\ \ \ \ \\\ \\\ \ \ \ \ \ \ \\\ \ \ \ \ \ // / / // // // / / //� �/ �// ////-- ♦ I \ I III \ \\\\ \\\\\�\\\\\\\�\\\\� \\ \\\ \\ \\� \\\\\\\\\\�\�\\\\\\\\\�\\ \ \\\ \ \ \\\ \� 1 1\\�\\\ \\\\\�\� ��\��\I1 / / / // / / / / /// \ I \ \\\\\�\\\\ �\ �� ��\ \\\\�\\\\\\\ \\ \\ \\ \\ \ \ \ `§\\\\\�� \\ //// /// // / / / / / / // / / / / // / / / o�/ /—� \ \ \ \ 1 \ 1 \\\ �\\\\�\\\\���\ \ ��\ \\\\\\\ \\\\\\\\\\\\\\�\�\\�\\\\\�\\ \\\\\ \\\)�\\� j /)\\1`�``�\\� lllllll\I\\I\\\\\\\I 1 / / / / ♦ \\ \\\ -�\\ \ \ \ \ \\ \ \ \ , \ \ \ \ \\ 1 \ \1 I / �\\ / / / / / / / / / / / / / / / \ 1 1 / \\\ � \ \ \ \ \ \ \ \\ \\ \ \ \\\ \ \, \\\\\\\\ \\, x\ \ \ \ \\ /\\\ III )til )IIII ll\l\\ \\\\\ \\\\\\\\\I 1 =J \\\ ( I l l / / / / / / / /■/ / / / /� I / II I /II l lIl(I �/ II) I I \ \\ \\'\\ \ \\\ \\\\\\\\\\\\\\ \\\\\\\\\�\\�\\\ \\�\�\ \ \ \ \/ 1/(1(L/ / IIlll\ \\\\\\\\\\\\\\\\\\ II _ _� \ \ I I I / / \ \ `\ \ / / / / / // / / -- I I I I I 1 I l I 111 `' .) I ������ I \ \ \ \ \ \ \ \ \ \\\\\\\ \\ \\\\ \\\\\\,\\\ \\�\\\�� \ /11 r (1 / Il \ \\ \ \ \ \ 1 I CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 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 - \ I ( \ \ / / / / / I / / / - // -I 11 1 \ \ \ \ \ \ \ \\ \ \\\ \\\ \ \ \\\\ \\\ \ III )I I l\ \\\ \\ \ \\ \\\\ 1 DAYS TO DENUDED AREAS THAT MAY NOT BE AT \\\ I I I � -1 \ \ \ \ \ \ \ \ \ \ (■l ( / / ♦ \ 1 I I I I / J I / / / / l // ll/ /// / � 1�1�1_ � ; i �� ( \ J \ \ \\ \\ \\ \\ \\\ \\\ \ \ \ \\ \\\ \ \�\ (, II I I \\ \\ \ \\\\\\ \\ \\ 1 I 1 I FINAL GRADE BUT WILL REMAIN DORMANT \\ \ \ I I ` \ \ \ \ \ \ \ \ \ 1 ( / / 1 \ \ ,( / / - _ /- -`— 1F CIS,.,., "piilrs /~ / ) \ o\ 1 ) \ \\\ \ \\ \ \\\ \\\\\ \\ \ \�\\ \\\�� \\\�\\ \ ` I I\ll\ \\ I \\\\\\\ \\\\ \ \\ \ \\\\ \\\\\ I \ \\ ) \ \ \ \\\ \ \ \ \ \ \� I / / / \ \IIII I I // // / /// //i `� --- '�REA.yO / / J �; I I 1 I \\ \ \ \\ \ \\\ \\\� \\\ \ \�\ \ \ \ \\\\\\ \\\\\\ \\\ \ \ 1\\ I I I I (UNDISTURBED) FOR LONGER THAN 30 DAYS. \ \ \ \ \\ \ \ \ \ \ I /♦ I / - - / � \ \ \ \ \ \ \ \ \ \ \\\ \ \ \\ \\\ I \ I 1 / IIII I I ) / // // / /IIII rr % _ _ - - - - %� i / / / / I ) \ \ \\ \ \\ \ \ \\ \\ \\ \ \\\ \\\\\x\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ I I I I I 'I PERMANENT STABILIZATION SHALL BE APPLIED TO - \ \\\ \ _ _ _ \ \ \ \ \ \ \ \ I / / /// /// //// // l \ �r�_ _ - / / 1 I I ) \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \\\\� \\ \ \\ \\\\\\\\ \ _ ` -- \ \\ \ \ \ \ 1) I I I ( 1 * I I I I I I / // /// %///// % ii 1/1 -_ _ = % - __ _ - / / I ) 1 / \ \ \ \ \ \ \ \ \ \ \\\ \\ \\ \\\ \ \ I �,\ \\ \\ \ \\\ \\\ \\\\\\\\ \\ \ \\\\ \\I I I I AREAS THAT ARE TO BE LEFT DORMANT FOR MORE - _ \ \ \ \ 1 1 / // / / r - _ _ - / — / I ) , \ \ \ \\ %\ \\\ \\ \ \\�\\\\\ -- \\ \\\\\ \\ I I 1 I I I / I �l / / �/ "- J/ � -_ _ // / l ol)) \ \ \ \\ \ \ \ \ \ \� I\\ \\\\ \\ \ \\ \ \ \ \ \ I I - - � � \ \ \ \ \ 1 /♦ 1 1 I I I l (,! ( !(( (/// l// //� / -- - .- -- - - - � / 1- � � � / l / /� ) )) )) ) \ \ 1\ 1 \\\\ \\ �\ \\\�\\ \ \ \\\ \\\\ \\\�" wo \\\� \\�\\\\\\ I I I I I THAN ONE YEAR. \ \ \ \ \ \ \\ \ \ \ \ \) I I I I I l l I I ♦ I 1 / I 1 \ \ I \ \ \ \\\\ \\\\\ �\�\�\ \\\\\� ��\\\ - _ / / / ♦ l l l l / l l l 1 ) )1 ) I \ \ \\\ \\ \\\ \\ \\ \\ \ \ I I I \ \X \\ - - \ ♦ � � 1 1 \ \ \ \\\\\ \ \ \ -' � - _ _ - _ _ - _ - / / i l l 11 / 1 1 I ► \ \ \\\ \ \\, \' �\ \ \\N& \\\� \\�\\\ \ I I I I I \\\ -_- \ \ \ \ \ \\ \\ \ l l l 1 1 I 1 I I I l I I ( \ \ 1 \ \\\ \\\\ \ \\�� \� 11\\\\\ \ ` - _ _ - - - / I l / l / / I / )1 1 11 \ ) \� / �\\ \ \ \ \\ \\\\\\\� \ \\ \ \ I I WHERE CONSTRUCTION VEHICLE ACCESS ROUTES \\ \ 1 I \ \ \ \ \\ \ \\\ \\\ \ \\\ _- _-- _--_- /� �' �F hll 1/l / I/ Ill/ III 1�)/\\\\ \ \ \\\\ \\ \ \\ \\\\\ \\ \\\\\%\\ II III /\ \� - �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ IIII I I I 1 \ \ \\\\\\ \\ \\\ \\\ , \\ \\\\\\\\\\ \\ \\ _ _ _ -_ _ - - - - w _ / / / /// ,,� \ \ \ \ \\\\\ \ \\�\\ \\\\ \ \\ \\\ I INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL -� _ \ \ \ \ I I \ \ \ \\\" \\\ \ \\\ \\ \ \\\\ \\ \\\\\\ \\ -- __ %� - - I '�/ / /j// /i Jl ih l // \ \\ \ \\ \\\\ \\\\�\\\\\\\\\\\ \\\\\�l\I11 \ BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT / \ \ �� \ \\ \ \ \ \ \ \ \ \ \ \ 1 1 I I I I l I I I I I l l \ \ \ \� \\ \\� \\\\\ \\\ \\ \\\ \ \\\\ \ \ \\\\ \ \ \ __ _ _ , - - _ - / //i/ / /�/, Jl / \\ \ \ \ \\\ \\\ \\ \\ \\ \\\ \ \\\ \ �\� \\\\\\�\ \ \ \\ \ \\ \ \ \ \ / \ \ \ \ \\ \ \ \\ \ \\\\\\ \ \ \ \ _ _ - / h / / // / / // /\ \ \\\\\\\ \\\ \\\ \\\\\\\ \\\\\\ \\ BY (VEHICULAR) TRACTING ONTO THE PAVED / / \ -\ � \\\\\\ \ II I ► I I I / \ \ \ \\\ \\ \\ \ \\ \ -__ __��% i// //i// -\� \\\ \\ \\\\\\\\\\ \\\\ / / \ \\\ \ IIII I I I I) \� \\�,\\ \\\\\\\\\\\\ \ \\\\\\\\\ \\\\\ \ \ \ _=== __' - - / \� \\ \ �\\\ \\ \ \ \ \ I / 1 I \ \ \ \ \ \ \\\ \ \\\\\ \ \\\ \ \ \ \ _ _ / / / ! -- " \ \ \ \ .\ \ \\\\ \\\\ \\ \ \ \ SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO \ \ \\\\ \\ \ \ \ \\\ \ \ \ \ \ _ - - \ \� \ \\' \\\\ \\\\ \ \\ \ \ /� - \\ \ \\ \ \ \ \ \\ I I I I I I / I ° / 1 \ \ \ \ \\-\ ` \ ' \ \ \ \\\ \ \ \\\\\\ \ \ \ \ \ \ - - %_ _ _ // - - - \\\ \ \ \\ \ \ \ \\\\\\\\\�\\\\\ A PUBLIC ROAD SURFACE, THE ROAD SHALL BE \ \ \\\\ \ \\ \ \ \ \\ \ 1 I I I III I I / 1 I I♦ / \ \ \ \ \ \\\\\ \ \ \ ,s, \ \\\ \\\ \ \\\\\\\\\\ \ \\ \ \ \ \ \\\ 1 _ - _ _ _ _ \\\�\ \ \\ �� \\ \\ \\\\\\\\\\\ \\\ CLEANED THOROUGHLY AT THE END OF EACH DAY. I I \\\ \ \\\\ `� \\ \ \ \\ \ \ \ \ I \ 1 - - - , \\\ \ \\\\\ \\\\\\\\ \\ \ \ \ \ -� \\ \\ \ \ ))\\ \ I I 1 1 1 I III I ♦ - \ \ \ \ \ \\\\\ \ \\�"\\ ��\\\\ \\\\\ \\\ \\� \\\\\\\\\\ \ \\\ \\� \\\`l \ \�"\\ _ - -_ ___ -_ \\\ \�\\���� \\ \\ \\ \ \\\\ \\\\ \\ \�\\\\\\\\\\\\\\\ SEDIMENT SHALL BE REMOVED FROM THE ROADS BY _T \ \\ I I I I 11 11) ))) /) 1)) / I I / I I \ \ \ \\\ o� \\\ \\\\ \\\ \ \\\\\ \\\\\ \\\ -\ \ \o\\\\\\ \\\ \\� \\ \\\ \�\\ \\\\ _ _ - _ \\ \\\\ \ \ \ \\\\ �\\\\\ \\\�\\\\�\\�\ \\\� \\�\�\\\ SHOVELING OR SWEEPING AND TRANSPORTED TO A \ \\\\ \ I I ///// / // / 1 / / \\ \ \ \ \ \\\ ��\ _-_--- \\ \ \\ \ \ \\\ \ \\ \ \\\\ \ \ \ \ \ / / / \ \ \\ \ s \ \ \\\ \ \ \ \ \ \ \ \\ \ \ \\ \\\ \\ \ \ \ \ —�� '\ 1\ \ I\\ I o) ///// / //// // // I / / I \ \ \ \ \ \ \ \\ \ \\ \ \\\\\ \\\\\`o\\ \\ \\ \\\\\ \\\ \\\\ �\\ \\\\� �\\ \ \�\ - - _ _ \ \\ \ ^\\\\\\� \ \\ \\ \\\\\\\\\\\\\\\\\\\\�\\\\\\�\\\�\\�\\\\�\ SEDIMENT CONTROL DISPOSAL AREA. STREET _ - -�\i \IIII\ J \\ 1 �o/ J /// ///// 111/Ill/ l lI I I (/ l r \ \ \ ' \\ \ \\\\\ \\\\\\\\\ \\\\\ \\\\\ \\\ \\ \\\\\\\\�\��\\\ \\\\ \\ \\\\ \� \ \\\ _ _ - \\ \\ \\� \\�\\\ \ \ \ \ \\\ \\\ \\ \\\\ \\�\ \\\\ \\\\\ \ \\ WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT = = _ - IIII\IvWl \\ / //// / / ///// / // / / ( I I / I 1 \ \ \ \ \\\\ \ \ \\ \ \ \\\\\\\ \\ \\\\\\\ \\� \\x \\\\ \ \ \ �\\ \\N' \ \ ` - _ _ - �\\\\ \\ \\\\\\\�\ �� \\ \ \ \\\ \\\ \\\ \\\� \\\\\\\\\\\ \\ IS REMOVED IN THIS MANNER. THIS PROVIDION --- ,Il \\ 1\\ / / / / / //// // I I I l I \ \ \ \ \\\\\\ \ \\\\\\\\\ \ \\\\'\\\\\\ \ \ \ \ \\ . - __-\\\\\\\� \\\\\\\ \ \\\\ \\\ \`\\\�\\\\ \\\\\\�'\\\\\\\\\\\\ \ -- _ \\\\\\\\II\ / /// / ///// / (/ / / / I I I I l I 1 ♦ IIVIi/q \ \\ \\\ \ \\ \ \\\\ \\\\ \\\ \\\\ \\\\\\\\\ \\\\�\ \\ \ \\\� \ _ _ _ _ _\\\\\\\\� \\ \\\\�\\ \� \\\\ \\o \\\ \\ \\\ \\\\\\ \\\\\\\\\\\\\\\�� SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS - -__ =_= 1Wl111)l)IIIIII �\ // // /1 (IIII I ( I 1 ( I I ( III I I I I l Q U1ST UlI7,�TS\ \ \\\\\\\ \ \ \\ \\\\\ \\\\\\\\ \\ \\\\\\\\\ \\\ \ \\\ \\ \ \ \ - - - _ -_ - \\\\\\� , \ \\ \ \\.\\� \ \ \ \\ \\\ \\1 \ \�\` \\\ \\ \ \ \ / 1 111 IIII I I 0�'Eq \ \ \\\\ \ \ \ \ \ \\\\ \ \ \\\ \ \\ \\ \\ \ -\\ _- -�\\ \ \\� �\ \ \ \ \ \ \� \\ \\\\\\\ \ \\\\�\\\\\\\\ WELL AS TO LARGER LAND DISTURBING ACTIVITIES. ill /ll/lllllllllllll /// / IIIIII 1 I I III I I IIII I l •� /�� \ SCE \ \\ \\ \\\\ \ \\\\\\\\\\\�\\\\\\\\\� �\\\\\\\�\\\\\\\\\\� \\\ - _- __ \\\� \� �\\�\\\\\\ \�\�\���\\\ \� �\\�������\\\\\��\\� \\\�\\\�\\\\\\\\ ll IIII I ////I II lI/I II II II/1 / / / ) o \ \ \ \ \ \\\\\\ \\\ \\\\\\ \ \\\ \\\\ \\\\\\\\�\��sa \\ _ = _ _ \\\ \ \\\\\ \ \ \ �\ \\\\\\\ \ \ \ \ _-,�/l/Ill l lI )1111111� \ h IIII 11 / / l / \ \ \\ \ \ \ \ \\\ \\\ \\\\ \\\\\\\\\ \ \\ \\ \\ \ s� _ _ -_ _-_ _ -_ \\ \\ \ \\\\\ \ \ \ \ \ \\ \\ \\ \\\\\\\\ \ \\\\\\\ \\\\\\\ 1 . INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON \\\ \ \ \ \ \ \ \ \\ \ / / ///llI ( 1) IIII 1 I / l l I I 1 1 / / % / / l l l / l / I / / /♦ l / 1 \ \ \ 1 1 \ \ \\\ \ \ \\ \ \\ \\ \\ \ \ \\\\ \\\ \\ \� \\ \\\\\\\� \\\\ , \\ � \\ �S - _ _ = _ _ _ � �` -, \\\ \\\\\\\\ \ \\\ \ \� \\ \ \\\\ \\ \\\\\ \ \\\� \\\\\\ \� \ \\\ \\ THE PLANS. ///// I I lllllll \ / //� Ill /// //// / / / / \ 1 \ 1 \\\\\ \ \ \ \\ \\\\ \\\ \\ \\ \\��` _- _-\\\\ \ \ \ \ \\\ \ \ \ \ \\, \ \ r /// /// (IIII ll 1 / 1 ) - / / ((// / / l l / / / 11 ♦ 1 I I \\ \ \ \ \\ \ \\ \\ \\ \\ \\\\\\ \\ \ \\� \ \\ \ � � \\\ - - _ _ - _ - - �\ �\\ \\ \\\\\\ \\ \, \ \ \ \ \ \\ \ \\ \ \\ \\\ \\\\\ \\\ \ \\ \\ //// / 1 llllllll� I\ /// // \\\1 //// ///// I l l / / l \ 1 1 I I I I \\\\ \\\ \\\ \\\\\\\\ \ \\\\\\\\ \\\\\\\\\��\\\\ \\\ \ - _-- \ \\ \\\\\\\\\\ \\\\\�\\ \\\ \\\>\\\\\\\\\\\\\�\\\\\\\\\�\\\\\\�\\ �\\\�\ 2.THE CONTRACTOR SHALL CLEAR A PATH FROM THE �) l// III IIIIII 11 111)llllll -I / 1 11 / ) / / / / ■ / 1 I I l \ \\ \\ \ \\\ \ \\ 1 - - - - \\ \ \ , \ \ \\\\\ \ \\ \\ \ \\\ \�\ \ \ \\ \\ \ \\\\\ \\\\ \\\\\\\\\\\\\ \ CONSTRUCTION ENTRANCE TO LOCATION OF ! I I 1 I / /// �\ I Ill( / / / I I / / 1 I I I \ \ \\\\ \ \\\ \ \\\\ \�\� \\\\\\ _ _ _ _ _ _ - _ \\ \\ \'\ \\\ \\\\\ \\\\\ \\\ \ �\\\ ��\\ \�\ \� \\\\\\\\\�\\\\\\ \�\ \\ \\ TEMPORARY SEDIMENT TRAP AND SEDIMENT BASIN III 111111111 / 1/1 / /// / / I / /// // � III 1 I I ( /■ ♦ I \ \\ \ \ \ \\ - \ _ _ \ \ \ \ \\\ \\\\\ \\\\\ \\\\ �s\\ \\ \ \\\\\\\\ \\\\\\ \\\\\ \\\ \�\\ \\� PRIOR TO UPSLOPE LAND DISTURBANCE. 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II)II.I.(I�/ii 11.1,��1�111< <�i�i. /ii/iii/%/r, EROSION CONTROL EROSION CONTROL DEVICES AS PER VIRGINIA ER❑SI❑N AND SEDIMENT C❑NTR❑L HANDB❑❑K STD. & SPEC, CE 3,02 DD 3,09 SF 3,05 ST 3,13 sB 3,14 C❑NSTRUCTI❑N ENTRANCE TEMP❑RARY DIVERSI❑N DIKE SILT FENCE TEMP❑RARY SEDIMENT TRAP TEMP❑RARY SEDIMENT BASIN INITIAL LIMITS ❑F DISTURBANCE THE DEVELOPER SHALL RESERVE THE RIGHT T❑ INSTALL, MAINTAIN, REM❑VE, AND/❑R C❑NVERT T❑ PERMANENT ST❑RMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS ❑F THE SALE ❑F ANY L❑T. This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2017 Townes Site Engineering Z �W �W Z Z OW W �N O O 'd . � U rd � O � . W O O a O Q O���p,LT H F `i v BRIAN C ITCHELL No 724 'P- 7103117 ���, 1 /ONAL ENG � ti � � w � � � qw �� �� �� O Cn �� O WO �o � Q; � W O � OO w Cn O W O �' � w DATE 06/05/06 SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD. # 20051024 SHEET # 5 of 14 DATE REVISIONS ITEM 8 25 06 PER COUNTY 9 18 06 PER COUNTY 7/03/17 ASBUILT / / _ — _ \ \ / \\ \\\\\\�� \\\\ \\ \\ \\\ \\\\ \\ \ \ N \ GRAPHIC SCALE 3. CONTRACTOR SHALL GRADE TEMPORARY SEDIMENT 17. ALL DISTURBED AREAS ARE TO DRAIN TO AN / __---J`_ _ _ \ / / , -�\\\ /\�\\ \\\\��� \�\\ \\ \\\ \\\\\\\\ \� ��\�� \� TRAPS AND SEDIMENT BASIN AS SHOWN ON THEAPPROVED SEDIMENT CONTROL MEASURES AT ALL Jj _ - _ _ - / ` - _\ \ \ \ / (I / \\ / \�\\ �\\\\\� \\ \\ \\\ \\\\ \\\ \\ \\ \ \� \ so 0 2s so ioo 20o PLANS AND INSTALL OUTLET STRUCTURES PRIOR TO TIMES DURING LAND DISTURBING ACTIVITIES AND y �' - - - _ _ ;_ \\ �� \ \ \ \ \ 1 i \\\ \\\� \�\ �\\ \\ \\\ \\\\ \\ \\ UPSLOPE LAND DISTURBANCE. - -520- - _ _ �I� _ _ _ _ _ _ %�^ \ \ _ - \ \ \ �\ \�\ \ \ ``\ \\ DURING SITE DEVELOPMENT UNTIL FINAL - /// \\L\\ \ \\ \- \ I \\\ �\\\ �\\ \\� \\\ \\\\ \ \\ \\\ ) e_ _ = j_ - , - - �$ _ _ �// \\\ I \ \ \ 1 \\ \\\\ \� \ \\\�\\� \\\ \\ \\ \ 4. CONTRACTOR SHALL START FROM THE TEMPORARY STABILIZATION IS ACHIEVED. �/ �� /_--- __ -_- � %/ _-` ��\\\-\�\\\\ \,,' /\\\� \/ \`-` I ` --,\ \\��\_\\\\ \��\\\ \\\\\��\�\\\\ \ SEDIMENT TRAPS AND SEDIMENT BASIN AND CLEAR / / / `< - - - - - _ _ ; _ - / _ -; / /��/ \ \\\ \\\\\\\ \� \\\\\ \ \\\\\ \ \ \\ ( IN FEET) 18. THE CONTRACTOR IS RESPONSIBLE FOR THE - - / \ ` \ \\ \\`� _���\\,\ \� \\\ \ \ \ ONLY THAT AREA NECESSARY TO INSTALL /i -- 5 �-_- _ - _ -_ /� 5, \\\\ \\\\\\\\ \\ / \��\�, \ - \\ \ \\\� \\\ ,\ \\ \ \ \ 1 inch = 5o ft. INSTALLATION OF ANY ADDITIONAL EROSION / / _ _ _ __ = _ - _ - _, �/� �� / - _ \\ \\\ \\\\\\, \� \\\� \` _-\\\\\` _ ����\�\\\�\\ \\\ \ \ \ \\ PERIMETER DIVERSION DIKES AND SILT FENCE AS / / //� _ __ _ _ _ _ - _ _ __ _ �_ _ �_ , , / ��\\,��\\ "\ \\\\\ \ � �-___"�\\\\� _ _ \- "\ ��\ \�\\\ \� \\\\\\\� CONTROL MEASURES NECESSARY TO PREVENT , //-- - - _ = - � = - -� _ �� \\�\.\\ \\ \ \ \ \ -_ � - _ \� ����\��\\\�\\\\ \ \\\\\\\\ \\\\ 5 STH�WSED SEDIN ON MENT TRAPS, SEDIMENT BASIN PERIMETER EROSION SEDIMENTATION AS DETERMINED BY THE ///---- i 1-- �- \ \ \\\ \\\\ \ - ` o _�� �\__\\ �\ \\\\\ \\\\ \ / > \---_- ENVIRONMENTAL ENGINEERING DEPARTMENT. ///i% %_ _ - — _ - - --\ \`` \\�\\�\\\\\ \\\\\\\ \ \ l\ _ ����\\�X -\\��\\� \\\\\\\ \\ \\\\ \ \ DIVERSION DIKES AND SILT FENCE MUST BE 19. ALL TEMPORARY EROSION AND SEDIMENT IIII // �r — �,_- - —� — -IQ I—F, i�� 1\\\ \ \\ \\\ \ \\\\ \ •� \ �� — \ \ ' // / �__� — - -��i//,i��� \�`=����� �\\\���\ \\\\\\\, I / > �� \\\\' \\\�\��\\\\\\�\\\\\\\\\\\\\\ CONTROL MEASURES SHALL BE REMOVED WITHIN ,� ////// /_- - - ���__ _ __ _ _U. / _ �� _ \ \ \ \\ \ \ \ / \\\�\\\\\\ \\, \\\ \\�\ \ \ \\ STEP IN ANY LAND DISTRUBING ACTIVITY AND 30 DAYS AFTER FINAL SITE STABILIZATION OR /��ii // /1 /ice - �== %i//��=_= =_ /i //� _ \��\\�\\\\\ \\�- , �\ \\\\ \ �/ ? / \\\,\—\ \\\ \� \ \\\ \\ �// //� /�,� // - /� _ /�//�_ _ __ /G//// _ _ \�` _ \� \moo\\\�\ \\\ �\ ��\� \\\\ \�\\\ / W J \ \\, \�\\�\��\\�\\\Q\\\\ \\ \\\ \\\ \ \ SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE AFTER THE TEMPORARY MEASURES ARE NO LONGER �// //��/�� ///'// //i/� �// -%��_ _/�� _ _ _ _ _ _�_ = �zz��`��` �\\ �\�\�\�\�\\ \\� \\\ \\ \ \ / f a l \ \���\\ \\\\�\\\\\\\\\\\\\\ \\ \\ \\ \ LAND DISTURBANCE TAKES PLACE. NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE /i �j////� //i ///��i_' -� - - // _-_ - _ - � �\\��\\\ \\ \ \�\\ \\ \\ r \ / /�' \\\\\\\\\\\\\�\\\\\\\\ \ \ \\ \\\ 6. STABILIZATION MEASURES SHALL BE APPLIED TO / // /// /// /i�//i// - _ J//�/; ;- - _ -- \�\\ �\\�\\� \\�� �\\\\\ \ \ \ m o / \\\\�\\\\\���\ \\Q\ \\ \\\ \\ \ LOCAL PROGRAM ADMINISTRATOR. TRAPPED //// ///// / // //�//// _ _ - �_ s =� ; ; ^_ - - _ %- ����\ \�\���\�\� \\\\\\\ \ �\ \ \ \ \\\\\\ \�\\\\\�\ \\\\\\\\\ \ EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND SEDIMENT AND THE DISTURBED SOIL AREAS �' IIII IIII/// j/ //� /� // _ �/ - _ -- - _ _ _ - \� \�\��� \\�\��\\ t\� \ ��\ \\\\\ I o \ \\\\\ \\\\\\\�\ \\\\\\ \ \\ \\\. DIVERSION DIKES IMMEDIATELY AFTER INSTALLATION. /// / -� �� ~g- �-_ - \ \ \ \ \\\\\\ \ \ ,� _ \ \\\\ \�\ \�\\ \ \ \ RESULTING FROM THE DISPOSITION OF TEMPORARY / // i ///�/ / /i /i/// �/� ; - - - - - _ - _ _ \\\\ \\\\\\\ \ \\�\\ \\ \\ \ \\ \ , m. - .� \\\\\\\\`�\\\\\\\\ \\\\\ \\ 7. TIMBER THE SITE TO THE LIMITS SHOWN. i/ //i ///// %/ /// /j ���//%/jjj�/ %- ��� -_ ___ -- \�\�\�\�\\�� \\�,��, \, �\��\ \\\\\\� �\\\\\\ <�� \\ \\\\\\\ \\\\\\\\��\��\\\\\\\\\�\\�\\\\ 8.WITH THE INSTALLATION OF THE TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO / // // /i/ // �� //� /�i//i/ /i/ / / ��/ ,,; ,, _ _ - - - _ - _ _ __ \\\\ \ \\\ \ \\\ \ \ \ \\ \ .�\ \ \ \\ \ PREVENT FURTHER EROSION AND SEDIMENTATION. / // ////� /�%//iiii/i/ice//�%/��,,, -„-----\\\\\\\\\\�\\\� \\\\�\�\\\\\\�\\\�\�\\ \����\�-----\ o<o\\\\\\\`\\�\\�\\\\\�\\\\\\\\��\\\\ \\ SEDIMENT BASIN WHICH WILL BECOME A c // / /// // �/ IIII //i/ / /i \I - - - \\ \\\\\ \ \ \\ \ /%/ �%/ // / // // j / / /// �JJ j �, -- __ _ _ -�\\ \��\\\\\\�\\\\\\ \�\\\\\\\ \ o \\\\ \\ \\\\\ \\\ \\\\\ \ \ PERMANENT SWM FACILITY) THE CONTRACTOR PERMANENT STABILIZATION / /� /� / /// IIII IIII/ i/ / ^\ I(r - _ - _ _ \ \ \ \\ \ \\ \ \ \\ \ \'-,\ �\ \ \\ \\\\\ \ / /// % // // /''' /// / /// / : IIII �" _ %%� %- __ _ _ -s90 -- _ _ _ \��\\��\\\\\\\ \\\� \ \\\\\\\\\\ \ \ \�\ \\ \ \ �� \ \\\\\\�\\\\\��\-\ \�\\ \\\\\\ \ SHOULD INSTALL STORM SEWER STRUCTURE 12-14 THE CONTRACTOR SHALL PROVIDE GRASS // / / / / // // / ///� % %%� / // - _ -_ - - - _ - -\\\ \ \\ \\\\�\�\ \� \ \ �\\\\\\\ \\\ \\\ \ \ o �\ \\\\\ \\\ \ �\�\\�\\\\\\\ \� \ \\ AND ATTACH THE RISER TO THE END OF STABILZATION ON ALL DENUDED AREAS PRIOR TO / / i////� �%/IIII /Z ,X, �/i�///iii �JIIII ��� /�� -- __-__ __ __ \ �\\\\ \\ \\ \ \\ \�\\ \ \ \\ \-/ \\\\\\\\\\\\ \\\\\ \ \\ \ \\\ \-, /// / // / / �/ // / / /// /// / /� \ II Ill%�� - _ _ _ _ _ _ _ \ _ ��\\�\� \\\�\\ \\\\\\\\\\� \\\ \\\ \\\\\\\� \ ,y \\\\\ \ \ \\111 I \\\\ \� �\�\�\\ �\\ \\\\\\\ \\\ STRUCTURE 12 TO ALLOW THIS FACILITY TO ACT AS TURNOVER OF THE PROJECT TO THE DEVELOPER. / IIII / //_W/ /IIII / // / \\ 1 (rr�� - - - - _ _ \\\ \\ \ \ \\\ \\ \ \\ \\\ \ \ \\ \ \ \ \ \ \\ \ \ \ ))\ \ \\ \\ \�\ \\\ \\ A TEMPORARY SEDIMENT BASIN. AFTER UPSLOPE SEED SHALL BE APPLIED AS DICTATED IN THE / // /// ����/ IIII/ /�j////%//i//ii/i \\ 1(I(�r ����iiii - -\\ \\\ \\ \ \\\\ \\\\\\\ \ \\\\\\ \\ \\� \ \ \ \\ \ v I / ///\ \\ \\ \\\ \\ \ \ /�///�///// / �/ / / /^\\ J ((r�� // _ _ _ _ _ _ _ � \ \ \ \\\ \\\ \ \ \ \ \\\ \ \ \\\ \ �� \ \\ (/ \\ \\ \\ \\ \\ \ \\ DISTURBANCE IS COMPLETE AND WITH APPROVAL VIRGINIA EROSION AND SEDIMENT CONTROL /iii /—��/ii %� 11 l/�� //////j///�/�i // / I I ���'/iii: �_______ s0a� -\\\\ \\\ \\ \\\\\\\ \\\ \\\\ \\\ \\\\�\\ \ \\\ \ \ \ \ \ / ))(j/ // / \\\\\\\\ \\ \\\ \ \\\ �- / / I/l//j ///�,////Zi /�'/�'/\\\\ III III( \ \ \\\ \\\\ \ \ \ \ \ \ \ \\\ \ \ \ \\\\\ \//// / / \\ \\ \ \\\\\\\\ \ \ �— OF THE ENVIRONMENTAL INSPECTOR THE RISER HANDBOOK /,,�/. /, l / / / IIII, /i' //� ^\\\"�I IIII ��'%%% i — — — — — \ \ \ \\ \ \\\ \\ \\ \\ \ \\� \\\ \\ \ \ \� \\\\ \ \ \ \ \ \ /, / \\ \\\\ \\ \ \ \\ _ MAY BE REMOVED, THE BASIN CLEANED/SEEDED / _ ____���� \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \ \ \\\ \ / / /\ \ \ \\ \ \ \ ii/� r — l/ l ll1 / /�'/ // / /i /�\\ 1 I // / / / — — — \ \ \ \ \ \ \\\ \\ \ \ \ \ \\ \ \\ \ \ \\ \\ \ \ \ \ \\ \\ \ \ / // / / / \\ \ \ \\\ \\ \ \ \\ \\ /�//'/ / _" _ / //// /��/ ///// //i/// -_ III �/ / / / / - - - _ - - �� \ \\ \ \\ \\\ \\\\\\\ \\\ \ \\ \ \\ \\\ 1 1� \\ \ , \\ I \ \ \\ 1 \\ \ \ \\ - AND THE PERMANENT OUTLET STRUCTURE SHALL STORMWATER RUNOFF CONSIDERATIONS //�//i/� %__= IllIll//�//////� ��// IIII _ IIII _::� - \\\\\ \\ \\ \\ \\`\\ \\\ \\\\\\\ \\\ I I // \ \\\\\ \\\ \ 4 (I ) ( / / \\11\\� \\\\`__ - ///�///%�/i ,��� , / J /%IIII// i_—_�_�\\ \ \ / _ _ //�///////// //, //� // _ _ IIII / / / / / : _ _ _ �o��\ \ \ \ \\ \ \\\ \\\ �, \ \\\ \ \ \ -1 II I I \ \\ \ 1 I\\ \ \ \ \ - - - - - BE AFFIXED TO STRUCTURE 12. THE SUBDIVISION PROJECT IS BORDERED ON THE %i /- - _ _ --- /// IIII/ / // // / //�/� / \� II r _- � � / // / _ _ \ \ \ \\ \\ \\\ \ \ \\\ \\ \ -/ /l , IJ I �� \� \\ \\\\\�\\ 1\ \ (l ` / \II \ \ \' � \_ �� __ _ = 9. CONTRACTOR MAY BEGIN SANITARY SEWER SOUTH BY A TRIBUTARY TO LICKING HOLE BASIN. / IIII / / ��\ \ \ \ \ \ �\\ \ \ \ \ I / J 1 ///i�iii�i/i�� _ ✓�/////�/j////% IIII/ //%�/i///��� ��I �� �i/i/////�--\\\\��\\\\\\\\\\\\\\\\\\\� I \ \\\\\ \\\\)\) IIII/ j%� �� �\ \ \� \\ \\\\ \\\� �\3�� \\\\\ \ \\\`___ %��/���iG� _ _ �����/ // /// / /�/ // ///// // / / \ III I r / �/ '/ / - - �\ \ \ \ \ \\ \\ \ \ \ \\ 1 \\ \ \\\ // /� \ �� - 1\ \�� \,\, \ I l \ \I \\ ` - - - __ = = INSTALLATION ONCE SITE HAS BEEN TIMBERED. STORMWATER DISCHARGED INTO THIS CREEK WILL BE /o_/-/-� ,, _ _ ;\��//�j/�// IIII/ /// / / / / / � / / \- I I // /'/ / - \\ \ \ \ \\ \ \ \ I I 1 \>) /// / /j �_ _ \\\ \\ \� \ \ \ �\ \ \\ \\\ \ \ \�\\\ = �� \ \ \ \ \ J -_- _ 10. SITE GRADING OPERATIONS SHALL BEGIN. FROM A PROPOSED SWM FACILITY WHICH IS / //� — / 1 \� \\ \\\\ \ \\ \\ I \ \ /IIII //ir=— \ \ \ \� \\��\� \ �---_----__ // i/%///���-_\///////%//////�///////i////////\=_I 11/ IIII //_- \ \\\\ \ \\\\\ \\ \\\ \\\ I I // /////��___� \ �\\\ \\\\ ll�/J�,,,, \ \\ \ \\\� \\��= --�� \\\ \ \�-_ i/- / / h / / / / / _ - \ \, \ \\ \ \ \ \\ \ \\ \ I I , I I III ( Ill t / ��� \ \ \\\\ \\� \ \ \ \ ��- - \\\\\ \ \ \ _ /� _ - 1 1. INSTALL REMAINING STORM STRUCTURES AND DESIGNED TO HAVE AN OUTFACE PIPE WITH OUTLET "Z, ///iii — _ — \ \, / // //// / / / / / / J l l // / / � I \ \ \ \\ \ \ \ \ \ 1 ` � �1 \ \ \ \ \ ti,/ ///� : _ = _ -�� �// IIII/ / / //h�j/// / / / / l / / \ \\ \ \ \\ \ \1 I I 1 II \ \ \ \ \ \ `- /-/ / / /,- INLET PROTECTION AS SHOWN ON THE PLANS. PROTECTION TO PREVENT EROSION FROM OCCURING. \ \/// / ////// // / / / / _IIII // //'_- o \ \ \ \ \ \ \ \ \ )\I II IIII Ill 1���= \ \\ \ \\ \lI\ \\ \ \ \\ \ \ ` \\ \\\\ ,_ /- // /ii /i/�/ �-� \ \\ \ \ \\\ \ \\ \ \\--_/ / // / �/�//��_ _ z�\ �- /�/j/// / ///�///� / � � � / / / , � // / 62. \\ \\\\\ \\\\ \)\)/\) /l)/Il / II `L`� �� \ \\ \\\\\ \\ \\\\\ Illll �%� \\\ \ \\� \ / \\\ \�\\\\ -, — //// / /i// 12. THE CONTRACTOR SHALL INSTALL THE WATERLINE AS DISCUSSED WITH ALBEMARLE ENGINEERING DEPT /i�/�/ii���— _-���� \� IIII ////////, .3 /// // = // // \ \\\\\111II1 I/ I/l//l //l l//1 Q��"-��\\\\\\\\\ \\\ \\ \ II 6/�„\\\ \ \\\ \ \\\\ \\\\\� �/// / /////////'� ;ice �i/ice /�� ���/ //IIII/ ///%IIII // j j x i _ // _ ZZ, � � _ \ \ \ I I I / / / / //(� �� \\\\\\\\\\\ \\\ \ \\ \\Ill I /,/ \\\\ \\\ \ N \\ \ \\\ \ I \\\ \\\\\ // /// //// //// ////, WITHIN THE PROPOSED SUBDIVISION ONCE ROUGH THE EXISTING NATURAL CHANNEL OF THE CREEK /-// I- ///__ ; /ij// /////�/ // / // / / / // _ , / // _ // / // i / - 1 1 I I I // // // // _ \\ \ \\ \ \ \ \\ \ \ 10 / \ \ \, \\ \\ \\\ // /// / / GRADING IS COMPLETE. SHOULD BE PROTECTED FROM ADDITIONAL RUNOFF ��/� /� IIII- - �����/ / /ii / / // / , - / /i/ , \\ \ 1 I I III IIII l / l LI = = \ \\ \\ \\ \ \\\ \ \ \ \ \ \ l �l /i \ \\ 1 \ 1 \ \ \ \ \>Il�y / //i / ///iii / /�/// //// ` ` \� ���� ////// / / / // /`' / / / / / / I I I II I / `LL= - \ \ \\ \ \\\\\\ \ \ \ \ \ )// ///^ \ \ \ \\ \ ` \\\ \ \ / // //// / / / 13. PLACE TOPSOIL AND SEED TO PROVIDE FROM DEVELOPMENT AND THEREFORE AN SWM ;i/ IIII / - _� / IIII// / / / / / - - // '/ \ \ I I III I l�� ; ��� \ \\\ \\ \ \ \\ \ \\\ \\\ ) l/f /�l ��// \ \ \\ \ \ ��� \ \ \ \\ ((l/ /// i /iii /// //____ , ��/�/// / / // / / / /1\ /_ _ /i/ v /-CIPa41 - \ \ \ \ \l I I I I l\ \ \\ \ \\ \\ \ \ \ > / / \ \ \ \ \ \ \ \ //(<\� I I I ((/ //// /, ,�/// /// ///��, \�_�/ /////// / // / / //�6// - / J / t�G1 \ \ \ \ \ \\ \\\\ IIII`\��,_\ \ \ \ \\ \ \ \\ \\\ \\\ \)I //,�,////_ \ \\ \�\ \� �. \ \\ \ \\\ \ \\\� Il\\\\\\\\I I I )// / // / /// STABILIZATION AS SOON AS POSSIBLE FACILITY HAS BEEN DESIGNED TO LIMIT THE RUNOFF , // // - _ _ /� / / / / / / // // // - // / _ �-D i \ \ \l \���\\ \\ \ \ \ \\ \\ \\\\\\ \\ \\\ )1 11�'�� _ ` \\\ \\\ \ \ \ \\ \ \ \ \\ \ \ \\l I / // ',/�/ /�/ / 14. PLACE STONE AND ASPHALT. FROM A PORTION OF THIS DEVELOPMENT TO THE 2 ;IIII ///% _`%'-,= -�� /// //I/ / / i/ / // / 1 \ \ \ \ \\\ \\ �`�\� \\ \\\ \ \\ ) J 1 \\\ \ l�l I I - =-,,\ \� �� \ \ \ \\ \ `\' 15. ONCE SITE STABILIZATION HAS BEEN ACHIEVED YEAR AND 10 YEAR PRE -DEVELOPMENT DISCHARGE /� /� % \ \\ = / 1///I III /% / / // o _ / J \ \\ \�—_��� \ \ 20 \s \ 1 I / I ) ) 1 1 iL \\ \ \ \ \\ \ \ \ \ \ \ \\\\\\\\ \\\\ \\ (1 11 /<� /`$ �� // - - �� -iii/i / / / / /// �ti / / \v v v \ \ \ a� i l/ Jl 111�� _ �� �� -, �-< �� vvA v vv v V v 1 V 1 1 111 //j/////�__��_ z //�"/j IIII/ IIII /� /�/ / / \ \\\\\�\\\\\\ \\\ \\ ls\ll/o111/1/J / // l( \� \\�\� �\ \\ \ \�\\ \\\ \\\\\\\\�\\�\ll 1 11 \0,11 /((I THE TEMPORARY SEDIMENT TRAPS ON LOT 4 AND RATES FROM A PORTION OF THIS PROJECTS STORM ; ;j 'X//// j j ��_ � \ — _ � � j j j/ / /j j/j/ j / j // ram/ \ �5, \\ \o�\ \ \ 1 11IIII 1 �1///��/ �'11-1 "`� � ��\� \\\�\\� \ \\ �\ \ \ \\\ \\ � ��\ \ \\\\\�\\\\\11; IIII IIII I I I I I LOT 15 SHALL BE GRADED OUT AND INLET SEWER SYSTEM. A FLOODPLAIN EXISTS OUTSIDE OF //i//��////.-__ \-=-=ii��/ ///IIII/ / /�/i / I _ \ �,�\ )\ IIII Ill/I//// !//! /////�/ :� �; �;;�������\��\��� \ \�\\ �\ � \\� \\ \> -_\ - \ \�\\\�\�\\� 11 11111 IIII //////// /////_ _ \ _ _ - �// / /// //// / /// / ems,/ / - // \ \\ 1 I / // / ��\� \ - - \ \��\\ \\\\ \� \ �\ \ \ \ \\\\\ �\ \\\\ 1 1\ II II I I I I I PROTECTION MAY BE REMOVED. THE CONTRACTOR THE BOUNDARY OF THE PROPERTY ON THE RIVANNA -///// //IIII �1. _ - __ _- _-� / ,, // /// / // // _ � \ \\ . \ \ /11//// ///IIII\\ \\�\\\ _ _ _ \\ \ \�\\\ \\\�\\ ��\\�\� \ \\\\\ \ \ \ \� \\\\\� 1 111 III \ \ SHALL ALSO REMOVE ANY SEDIMENT FROM STORM WATER AND SEWER PROPERTY FOR LICKINGHOLE / // // , / / - __% /� / / / / / _ - _ o\ 1 /////,/� � \ \ \\� _ \\� \� \\\ \ \� \\\ \S� \\ \ \\ \� \\\\ \\11 I I I I III 1 \ \ _ _ \\\ \\\\\ \ \ 40 \ \ �� \\ \ \` I III \ PIPES 8c SWM FACILITY THAT MAY HAVE BASIN. ////i/�/�/ -- - IIII// //// / / \ l // \\ \\ \\\\.��- - -__\ \ \ \\�\\ \\ \ \ \ \ \\\ \ \ \\``\�`\\\ 11 \l\\\ \\ / GL / / // //i / // / / - - _ \ \ \\\ \ \\ \ \ \ \ \\ \ \ \ 1 .;-i //// // /^_- /_/// / // // / - \ _ _\��\�\\\\ \\\%_ - _ _\\\\ \\\\\\\ \ \\�\ \\\� \ \ \ \ \\ I \\\\\\\\\\ 1��\\ \ \ ACCUMULATED. // / / - _ _ _ // / / _ - + \ _ \\\\\� \\ \\\�� �� \ \ \\ \\\\\\ \ \\ \\ \ \ I III \\\\\\\ \\ \\\ \ \1 \_ 4\ \ \ \ 16. THE CONTRACTOR SHALL INSPECT ALL EROSION MAINTENANCE /// // / - R \ \ \�� \\\ \\\\ \\,,� _ _\\\\ \\\\\ \ \\\ \�.\ k \\ \\ \\\ I \\\\\\\�\\\ \1 \ \\\\\\� //// / // / j / // - _ � _ _/ / / = /// // / - \ \ \\\\\ \ \ \\ __ \ \ - _ -\ Z\\ -\ \\\ \- - - \ � \\� �( \� \ \\ \\ \ 1 111 I I . \\\\\\\\\ \\\ \\\\\ 1\1\ \ \ \ \ CONTROL MEASURES PERIODICALLY AND AFTER IN GENERAL, ALL EROSION AND SEDIMENT CONTROL / / - -' ' / _/ / / - ' T \ \ \ \\ \ / _ \ - = \\ -,Z �\ \\\ \\\ \ \ \ \\ ��\`\ \ \ \ \ \ I I \\\\\\\\\\\\ \\\\ \ \ EACH RUNOFF PRODUCING RAINFALL EVENT. ANY MEASURES WILL BE CHECKED DAILY AND AFTER i// / j / / IIII- - / IIII i �i/ / / / _ 1 �i\\ \\ \ \ \\\ \,,/ \\ \ \� , \ \\ \ \ \ \ \\ \\ \\ \ \\\IIII l \ \\\ \\\\\\\\ \\\\ \\\\ \ \ / / / / \ \ \ \ \ \- / \\ \ ; --\ \\\\�\��\\\\ \\ \ \ \\ \ \\\ \\\ \� '�� \\ \ \ \I\(I \ \\\\\\\\\��\��\��\�\ \�\\\\\ \ NECESSARY REPAIRS OR CLEANUP TO MAINTAIN EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION / / // / / / / / / \ \ \\�\ \ \\\ \ \\ \ \ \ \ \ \ \ ��\\ \\\ \\ 1\\ \ \ \\\ THE EFFECTIVENESS OF THE EROSION CONTROL WILL BE GIVEN TO THE FOLLOWING ITEMS: / / // // / / — / / / / / \\\ \ \\\\ \\% \ \\ \\\ \ \ \ \ \ \ \\\ \ \ \\\� \ \ \ \\\ \ \ \\\\ \ // /// / / / / - //// / / / \ \\\ \\\ :\ \ \ \ \ \ \ _ \\\ \ \\\1�\ \ \ \ \ \ \ \ \\\ \ \ \ \ \\\ 1 \\ \\ \\\ \\ \\ \ \\\\ 1 \QEVICES SHALL BE MADE IMMEDIATELY. / / \ \ \\\\ / 1 \ \ \ \ \ \ \ I\\ \\\ \�\ \ \ 1 \ a. SEDIMENT BASINS AND/OR TRAPS WILL BE \ \ \ \\ \\\\ \ \ \� \ 1 l I 1 / / // // // / / / \\\ j1\ \��\\ \\ \\\ \\ \\\\ \\ \ \ \ \\ \\�l \ / / / / / / / / / / / / / / / I \\\ \\\\\\ ��� \\��� _ � �\\\\� \ \\\ \\\\\\\ \ \ \ \ \\\\ \\ \\ \ \\\\\\\�1 \\\\\ \\1 1 1 1 / / / / / / / / / / / / / / / \ 1 � \ \ \ \ \ . \ \\ \\ \ \ \ \\ \\ '�1\\ /// / / / / / / � / \ \\ \� \ � , \ \ - \\� \\�\\\\� \\ \ \ \\\ \ \ \ 1 \\ ` ( /1\ \\` `,\�- �II)I(l\\\ \\\\\\\\1 1 I 1 I i CLEANED AND MAINTAINED IN ACCORDANCE WITH _� / / / / / / / / / / / / / / / / / / / 6°c \\ \ \\ /\\ \ � _ \\ \\��\ \ \ \\ \\\ \ \\\\ \ \ \\ \ \\ \ \ \ \ /)\\\\� \ 1 I THE VIRGINIA EROSION AND SEDIMENT CONTROL �i�\ // / / / / / / // / / / / / / / / \ /. \,���� \\ \ \\�� \ \\\\ \\\\ \\\\\\\���\\�\\\ \\��\\ �\ \\ \ / \� I 1�1 III I\V,\\\\ \\\\\\\I I IIII / / / / / / / / / _, '\' \ \\ \ \ \ \\ \ \ \ \ \ \ /\\ ( )III► 1\\ \ 1\\\\ \\\ 1 IIIII, .=- �_ \ t ( / / � � / / / / / O \ � \ \ \ \ \\ \ \ \ \\ \\ \\\\\\\\\\\\ \\\\�\�\ \ \ \\ 1 / �/ / I I I \\\ \\ \ 1 1 I � HANDBOOK ( I / I \ \ \ \ \ \ \\\ \ \\\ \\ \\\\ \\ \\\\\\\ \\\\\\\ \ /\\ (( (( /III l\\�\\ \\ \ \ \\ \\\ I 1 1 I I b. ALL GRAVEL OUTLETS WILL BE CHECKED = I ` \ \\ \ \ � / \ / C I / /� _ \ \ \ \ \\ \ \\ \\�\\ \\ \ \ \ \ \ \ / 1 I r� \ \\\\\ \\\\\ \\\\\ \\\\\\\\\ I \III I I REGULARLY FOR SEDIMENT BUILDUP THAT WILL \\\ \1 I I I ( I / / ( / \ \ \ \ \\ \ \ \\\\ \ \ \ \\ \, \\\ I I I \ \ I \ \ \ \ ( / / \ / \ \ \ \ \\ \ \ V , \ \ \\\\\ (1 II I I \\\ \\\ \\\\\\\\ \\ \ \\\ I I 1 I I I I I ---\\\\\\\\ I I \ \�\ \ \ \ \ \ \ \ / / / 1� o\) I 1\\\ \ \\ \\\ \\\\\ \ \\\ \\\�\�\\\ \\ \ \ I ��ll\ \\ I \\\\\\\\\1\\ \\\\\\\\\\\1\\\\\ 1 II I I I I I I PREVENT PROPER DRAINAGE. 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DATE 1 / / / / I / / \ \ \ \\ \ \ \ \ \\ \o \\ \ \ \ _ _ \\i\\\III\ , \ zId / //// / // / ( / \ \ \ \ \ \ \ \\\\\ \ \ \ \ \\\\\ \\\\ \\\� \ \ \\ \�\\ \ \\ \\\\\ VA PE I NO 35724 1\ll\\�\�)II 1\\ l/ 11 l/llll / // /// / // I I I I / / 1 \ \ \ s� \\ \\\\ \\\\\ \ \\��\\\\\ \\ \ \\\\\� \� \ \ _--�\\\\ \ �.; \\\ \ \ \ \ \ \\\ \\\ \ / I o \ \ \ \\ \ \ \�\ - �, _ \ \\\\\\\�\\ �\ \\\ \\\ \\\\\\\\\\ \\\\\\\�\\\ \ \\\ \\\\ \\ \\ / / //// / I I I \ \\\\\ \ \\ \\ \ \\\\ \\\\\\\ \ - \ \ \ \\ \\ \\\ \\\\\\�'\ \\\\\ \\\\\\\ \\\\ \\\\\ - - - - \\\\ \\\\111 / / / ///// / (/ (/ / /IIII I I / 1 1 \ / \ \ \ \ \ \\ \\\ \\ \\\\ \\\\ \\\ \\ \ \\\\\\\\\ \\\ \ �\ s \ _ _ : _ - _ \\\\\\ \\/ \\ \ \\\\\\� \� \ \\ \�a \ \ \ \ \ \\\\\ \\\\\\ \\\ \\\\\\ \\ \ \\ 11111\11)I)IIIIII� �\ // (I ( I I ( 1 1 I I 1 1 1 \ ��o \ \ \ \ \ \\\\\\ \ \ \\\\\\\ \� \\\\\\\\ \ \\\ \\` \\ _ --- _ __ \\\\ \ \\\�\\ \ �\ \ \\ \\\\\11\\\\\1 \ \� \� \\ \ \ -_ 111 I III / / / I I I / \ \ \ \ \ \\\\ \\\\ \\ \\ ", \\\\\ \ \\\ \\\ \ `�/ - - _ - -� \ \\ \\\ \ ]� \ \ \\ \\\\\\ \\N\ \\ - \\�\`\\\\\\\\W\ \\\ \\ \\ \ \\ - - �// ! 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This drawing and the design shown is the property of Townes Site P P Y Engineering 9 9 the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2017 Townes Site Engineering DATE REVISIONS ITEM 8125106 PER COUNTY 9118106 PER COUNTY 9130106 PER OWNER 7/03/17 ASBUILT M LO 00 (D V I,- Z 0 0) �/ �CO� U LL C\2 � M W .�6'�ca W . CwU)90 �UZCz� U IIIIIIIIIIIIII �9) P4�Q)V I,—, �Q_� 0Z .� ,� O W ° ��� t�,_ OLU o��-4 L 00 Q)0�cd r M4cc) rrnn U �w v! (1) O a \ O ZD Y C0 Q N\�' LT H BRIAN C ITCHELL v No 724 �'. , 7/03/17 FSSIO NA L ENG ti �� 11� W �i qw �� � �� Q O C~ � E^ � � q� N WO �o C4 V W "� 0 FTC I-' N U � ^`I � � � c) w Qq O W DATE 06/05/06 SCALE —) 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD. # 20051024 SHEET # 6 of 143 __ -) _------- -\\, \,\ \ \� \\� \1\\\�'-\\\\\\`\\\' \\ \'\ \�. I ri 00 `- _ \ \ / ) / \\ \\\\\\\\\\��\�\\ �\\� \\ \\\\\\\\\\\\\\\ - - _ =nF 1 uAC) Y - __ - �% _ \ \\ \ / I \\ \ \\\\ �\ \\\\ \ \\ \\ \\\ \\ \ \ \\ \\ = - e _ \\ \ ///�%///�j4� / Z� =L�+- ice 3, � " '."-i ���_ \\ \\\ \ \\ \ \\\ \ �\\�� \\; \\\\\\\ \� \ LINE TABLE L# LENGTH BEARING L1 38.28' S80°47'25"E L2 124.77' N80°53'38"E L3 148.58' N46°00'35"E L4 110.97' S14'56'13"E L5 30.00' S75°03'47"W L6 18.82' S26°02'01"E L7 130.14' S14'56'13"E L8 30.30' S09°13'35"E L9 258.49' S14-56'13"E L10 30.00' S75'03'47"W CURVE TABLE C# LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 87.91' 275.00' 18*18'57" 44.33' 87.54' S89°56'54"E C2 73.06' 120.00' 34°53'03" 37.70' 71.94' N63°27'06"E C3 304.33' 120.00' 145*18'24" 384.17' 229.08' N61'20'13"W C4 54.99' 120.00' 26*15'14" 27.98' 54.51' S01 °48'37"E C5 61.17' 140.00' 25°02'04" 31.08' 60.68' N13°31'00"W C6 29.19' 120.00' 13'56'15" 14.67' 29.12' S07°58'05"E C7 19.93' 200.00' 5°42'38" 9.98' 19.93' N12°04'54"W C8 19.93' 200.00' 5'42'38" 9.98' 19.93' S12°04'54"E __ \\ \ \\ \ / l j%/ / � � -%' /�i % � = = ` c _�///J/ j � _ _ ^�_��\-- \_, \��\� �\ \\\ \ � � �\ ��� \�\� / W J \\ \\\ \ \\\\\\ \\\\\\ \ \ \ \ \ \ GRAPHIC ///�,,i/// //� ///j i// ice= = i /i-= _= \\\ \\� \\ \\ \ \ \\ \ l \\ \ \ \ \ \ / /// /�/ "I / /�//��/� ///i/--�/��� - --------- \ \\\ \\ \\ \ \\\ \\\�\ \. \ \� < z� \ \\\\\\\ \\\\ \\\ \ \ Y4FWI00 100 1� / / ���� - - - �\ \\ \ \ \ \\\ \\\\ \ \ \ \ \\ \ \ IN FEET / /// / /fj// ///�////////// ///%,�(/���� _------ -_�\\ \\ \\\\\\. \\\ \\\ \\\\\\\\\ \ \\ \\\ \ \ \\ �p \ `\ \ \\\�\ \\\ \\ \ \ \ . 1 inch = 50 ft. / / / // �////////i� /j/ / //////// jiii/ / /� // / \ I I(r % % - _ _ _ = � _ _ = - = \\ \\ \\\\ �\ \ \\ \� \ \ \\\�� \ \\ \ p \\ \\\N\ \\\\ \\\ \\ \ \ \ / // /�/ /i/ /r/ /// / / /�/ i / ., ll r - - -- - - - _ \ \�\\\ \ \\\\ \\, \�\ \ �\ \\ \� \� � \\ \ \ c = \\ \ \ \\\\ \\\ \\\ \\ \ / /i/ %/////ii /////%/�GY/ / / /j / %1_ /i 1" 1 i --i / �-- _-590= - - \\ \ \ \\ \\ \\ \\\\\ \ \ \ \ / / / - - \\ \�\\\\ \\\\ \ \�\\\ \ \ \ \ I \ \ \ � < r ` �\ \\ \\ \\\ \\ \ \ / �/ ��/iii /i i // / /// // / i//��--- ____=___ __�\\\ \ \\ \\\\�\\\\�\ \\\\\\\\ \ \ \ \ o�� c .� \\\�`\\ \\\\\\\ \\ \ \\\\ / //// / ri/ //i/ -----_ -_� \\ \ \ \ \ \ \ \ \\ !<i /i/ /i �� / / /�/ / // -.\ I // ���_- -- _-- _ -_- \\ \\\ \\ \ \ \\\ \\ \ \ \\\ \\ \\ \\ \ \ \\ \ \\ \ r j /1 \ \\\\ \ \\ \\\ \ \ \ Ii/,�/ / '���///// // //// /%/%/�/ /%/ /ii�i'��\\� �I (Irr��/iii�ii� �_____� 0 \ \\\\\\\\\\�\\\\\\\\\ \\\\\�\ \\\\\\\\ \\\�\ ��\ \\ \ \ \ \ / )I(() /\\\\\\\\\�\\\\\\\\\ \\ iii/ / / %ii �'�i� _J l l // �/ // / / /j/ /i/ / �/i \\\ I Ill/ I I ,- _- / i� 6 0 \ \ \ \ \ / �ii/ i _ / / / // // /� / // -\ III /i ii/ / _--_ - \ \ \ \\\ \\\\ \ \ \ \ \\\ \ \ \ \ \ \\ \�: \\ \\ � �/ /' l l \\\\\\ \\ \ \\ \\\\`_ /i//�i / l 11 // / �i /% // /i //� f \\\ �I l l l ri '�/ / _ - -� \ \\ \\ \ \ \ \ \\\ \ \\ \ \,\\\ \\\ \ � \ � \ \� n � x \\ \ \ \ \` \ \ \\\ /// �i l \�\ \ \\\\ \\ \\ \ \\ _ _- // / / / // v " '"'" ---__ \ \ \\ \ \ \\ \ \ \\ \ \ \ \ \\ // / / /\\ \ \\ \ AS -BUILT CERTIFICATION / % -% �i / / / --- \ \ \\\ \ / \\\ \\ \ \ \-_ //// _ �� / / // / /�'/ // / // _-_ /�\\ 11 I _ _ \ \ \ \\ \\ \\ \ \ \\\ \\ \ \\ \ \ \ \ \ \ \ \\ \ \ I / / / \\ \ \ \\\\ \\ \\ \\\ \\\ I HEREBY CERTIFY THAT FIELD VERIFICATION OF THE //���/� �� III I\\ /// /�//��� I /��,,-___- \ \ \ \ \ \ \ \ \\ \ \ II (I / \\\\1\ \ \\ - \ / // /� / / /k/ //// / /// �_ r�l I �/� j � _ _ _610- - \ \ \ \ \ \\\ \ \\\\ \\ \ \\\\ \\ \ \ \\ \ \ \\ \\\ ICI / \\ \ I ) ( \ \ 1 \\ \ \ \\= - - = CONSTRUCTION OF THIS SUBDIVISION AND FIND THAT ,;/ /,ii�-�- /��� / / / // /// ii \ \ \\ \ \ \\\ \ \ \ \ l \ \ / \ 11\\\ \\\ \\--___ ,, �%�/ii - - = l / I I / / / / / / - _- - \ \ \ \\ \ \ \ \ \ \\\\\ \� \\ �\ \\\ \ \ \\ \ \ )I�/II J IJ I I [ \\� \ \\\\\\ \ 1 ( I / 11 \ \ \ \ \\ \\ - _ IT IS IN SUBSTANTIAL CONFORMANCE WITH i/ii �i�_ - /�j 111 / // ///,�, //�6 /// /I �� II / \ \ \ \ \ \ \ \ \ \ \ � \ \ _ // /i/ /�� _- ���//// l% //// / //// /�i �_i / III ��i/i / /i / /\\ \\\\\\ \\\\ \\\\\\�\� \\ \\\ \ ) % ///// J/�� \\ `\\ �\ \\\ \ \\\\\\. \�` /�� 1\\\�\\\ \ �\ \\- __ THE DESIGN PLANS AND ANY CHANGES ARE SO /// j/i,1r_ , ' = �� . 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MITCHELL, P.E. CHECKED BY PROJ.# 20051024 SHEET # 7 of 14 DATE REVISIONS ITEM 8 25 06 PER COUNTY 9 18 06 PER COUNTY 9 30 06 PER OWNER 7/03/17 ASBUILT 000 00 U U U 4-) � �0 �0 U U �° o b0 0 co ��,�w a 0 A a 0 U) U) Q p,LT H F `i v BRIAN C TCHELL No 724 - 7/03/17 ASS/ONAL ENG V ~ �l O o �w E--i� q o w DATE 06/05/06 SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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NO 35724 This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2017 Townes Site Engineering Z �W �Z Z OW I. 1 �2 00 i- '�CO�' O �COCO U �� M U U � •• 9 CO•�;�0 .,..� �'�' a..� U U �� U Cd�'IU O O �b�0 •� ,4O O 14 ter+' U� O �'�:-' a0 U O °'Uo0w .. 9 4 a O Q O��,p,LT H F Li 'v BRIAN C ITCHELL No 724 'Qp�, 7103117 \�<1 FSS/ONAL ENG � r N Q a i q Q4 DATE REVISIONS ITEM 8 25 06 PER COUNTY 9 18 06 PER COUNTY 9 30 06 PER OWNER 7103117 ASBUILT DATE 06/05/06 SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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Al This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2017 Townes Site Engineering (D () Z �W �W Z Z OLIJ LU �N 00 .-� Cn dt 0 �0000 o U U U • �',Cd 0 .,.., T h0 U ° CD xb�� O�� O co a ro a i O W Q T H F Li v BRIAN C ITCHELL No 724 �- 7/03/17 `�SSIO N A L ENG DATE REVISIONS ITEM 8125106 PER COUNTY 9118106 PER COUNTY 9130106 PER OWNER 7/03/17 ASBUILT DATE 06/05/06 SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD. # 20051024 10 of 14 .:, 670 .m 650 640 630 620 610 m 590 580 570 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 600 FINISHED GRADE 590 580 570 560 550 540 10+00 SCALE: HORIZONTAL: > " = 50' VERTICAL: I' _ 10' w w� ao 0 o�0 �o-U-) + 00 pLO II z O LEGEND FINISHED GRADE AT CIL EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. 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DATE VA PE NO 35724 0 0 I 00 •--i co '.�' 0 �CO MCO U U N •�c �•�, �4 U cz 0 O y •;_1 co 0 a ;-1 coo°'oc� rn L) 0 4 a U) Q ell �,p.LT H E. v BRIAN C ITCHELL No 724 Ao� 7103/17 < FSS/0NAL LNG wO NO 0 �W O r� REVISIONS DATE ITEM 8125106 PER COUNTY 7/03/17 ASBUILT DATE 06/05/06 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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HORIZONTAL: 9 " = 50' VERTICAL: > " _ 10 AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT FIELD VERIFICATION OF THE CONSTRUCTION OF THIS SUBDIVISION AND FIND THAT IT IS IN SUBSTANTIAL CONFORMANCE WITH THE DESIGN PLANS AND ANY CHANGES ARE SO NOTED(WITH CLOUDING OR STRIKING) ON THESE ASBUILT PLA S. 7/03/17 BRIAN ITCHELL, P.E. DATE VA PE I NO 35724 0 0 I rn o V � Z aCO0 CU W W�•P-4w Z a.o _.4 U cd I 0 oW ,0 4-1 ui �'-�•� coo _ °'u°°w a; O A a 0 U) Y Q rl�pLT H F , `i r BRIAN C ITCHELL No 724 44',X 7/03/17 �kiS FL/ONA1_ 0, DATE REVISIONS ITEM 8125106 PER COUNTY 9118106 PER COUNTY 9130106 PER OWNER 7/03/17 ASBUILT DATE 06/05/06 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.# 20051024 SHEET # \ 14 of 14