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Home My WebLink AboutWPO201400017 Plan - E&S 2014-07-01ALBE MARLE CQUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1, prior to any construction within any existing public Light- Q&way, includll)g connection to any existing road, a permit shall be obtained froruille Virginia Department of Transportation (V D071')-'This plan as drawn. may not accurately reflect the requirements; of the perinit. Where any discrepancies occur the requirements of the permit shall govern, 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otbeiwise noted, 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction, 4. All slopes and-disturbed areas are to be fertilized, seeded and mulched.• 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtailtable, lesser slopes of 3:1 or better are to be acilidved. 6. Payed, rip -rag or stabilization mat Lined ditch may be rgquixed when in the opiniorrof the County Engineer, or designee, it is deemed necessary in order- to stabilize, a drainage Channel, 7. All traffic control signs shill confoini with the Virginialvlanual for Uniform Traffic Control Devices. 8. Unless citheiNvIse noted all concrete pipe shall be reinforced concrete pipe - -Class III, 9. All excavation for underground pipe installation must comply with OStJA Staaduds for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets ('Phis listis in addi(iou to the General Construction Notes) t. All materials and construction must be tested and documented according to'VI)OT 032QO-00-00-02210 standards and specifications. 2. Surface drainage and pipe discharge must be retained within the public;right-of-way or 03200= 00-00-022EO within easements prior to acceptance. All drainage, outfall easements are to be extended to 03200-00-00-02000 a boundary fine or a natural watercourse. 1 Guardrail locations are approximate. Exact length, location and appropriate end treatments W STONE DIVERSION DIKE will be field ver1fJQd at the time of construction, Additional it gu kirdfai I inay be required at Stop locations not shown when, in the opinion of VDQT (for public' roads) or the County C - 6 Engineer gineei (for private to-ads), or designee, it is deemed -necessary. When giiazdrail,is SANITARY SEWER EXTENSION required, it shall,be installed four (�f) feet offset from the edge of pavement to the face of 0511512014 guardrail, and roadway shoulder widths shall be increased to seven (7i feet'." 4. Where urban cross sections are installed, all residential driveway entrances shall, conform SANITARY SEWER EXTENSION - ALTERNATIVE to VD0.'F CG-9(A, 8 or C). 5. Where rural cross sections are installed, ail, residential driveway entrauces shalt conform to C - 8 VDOT standard PE -1. 6, Compliance with the ritinfilium pavement width, shoulder width and ditch sections, as shown un the typical pavement section detail, shall be strictly adhered to. 7. Road plane approval. for subdivisions 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 shalt be will, and void. 8. All signs or other regulatory devices shall. conform with the Virginia Manual for,Uniform I 'raffic, Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 9. Traffic control or Wier regulatory signs or barricades shall be installed by the developer I when, in the opinion pf the County )E, pgiriecc, or designee, they acre deemed necessary In order to provide safe and convenient access. 10. The speed 1i nuts to be posted on speed lirnit, signs are 5 triph below the - design speed, or as determined by VDvr for public roads. It. VD(YF standard CO-1 or Ct)-? cross-drains are to be installed under the-subbase material at all cut and fill transitions w,14 grade sag points as shown on the road profiles. 12, A, video camera inspection is required for all stortri, sewers and culverts that are deemed inaccessible to VDQT or CountyJaspections,'t"he video inspection shall be conklucted.in accordance with VbOT's video caniera inspection procedure. General, construction notes for Erosion and Sediment Control plari5 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 itte Virginia Erosion and SedimentCoutfol 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 4. vlearia.g' A copy of the approved ervsIonand sediment control plan shall be maintained oil the site at alt unics. 5. Prior to commencing laud disturbing activities in areas other than indicated oil these plans (including, but not limit ' ed to, off -site borrow of 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 sQdjmoutation ai det6aritted by the plan approvmg authority. 7. All disturbed areas are to drain to approved sediment control measures at all tinges daring land disturbing activities and during site development until filial stabill74tion. is' achieved. 8. During dewatering operations, water will b6 pumped into an approv.6d filtering device. 9. The contractor shall inspect all erosion contiot measures periq&ally arid after each runoff- producing rainfall even(, Any necessary repairs or cteanup,Lo maintain, the effectiveness of the erosion control devices stiall, be, made immediately, 10. All fill material to be taken from an approved, designated borrow area. 11. All waste - materials stiall, W taken to an approved waste area, Earth fill 'shall be Inert materials only, free of rants, stumps, wood, rubbish, and other debris. 12. J�oktow or waste areas are to be reclaimed within 7 days of completion per Zoning Orilirianotx, section 5,1.28. 11. 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 litftited to the hours of 7:00atii to 9,:00pI11. 15. Borrow, fill or waste activity shall be conducted in a safe Manner .than nraintains,`lateral support, or order to niininrize hazard to persons, physical damage to adjacent landatid, improvements, and damage to any public street because o slides, sinking, or cbIlApse. to t6. The developer shall reserve-the right to Install,- maintain, remove or coirvert to,peralaiient .'ement facilities where applicable all erosion control measures required stormwater manag by this plan iegardlen of the sale of any Lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding aild muk.,hing. Seeding is to be at 75 lbs/acre, and in The I months of September to February to consist a 50150 mix, of Annual Ryegtass and Cereal Winter Rye, or in March and April to consist of Ailmiat Rye, or, May through August to,cotisist of German Millet. Straw mulch is to be apphed at 801bs/100,sf. Alternatives are subject to approved by the County erosion cori trot inspector, 19. ' Pernialient stabilization shall be lime and fertilizer, permatient,seeding, and mulch. Agricultural grade limestone shall be applied at 901bs/1000sf, iticorporated into ft top 4-6 P inches of soil. Fertilizer shall be applied at 10001bslacre and consist of,a 1C) -20-14 miLlieAt. lilix. PetirtaliQut seeding shall be applied at 180lbs/acre and consist of 09&, Kentucky 31 or Tall Fo.scue, and 0-5% Perennial Ryegrass or Kentucky Bluegrass, Straw ruititch is to be applied tit 801W/10061, Alternatives are subject to approved by the County erosion control inspector. 19, Mainteaaace; All Irleastnes are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to N repair Immediately. Silt (raps 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 we collecting sediment to half their height must be cleaned and repaired inlnlei,liatdty. 20. All temporary erosion and sc4 ' irneat catittol Measures ar:e,(o be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval( by the County erosion control inspemQr. 21. ''Iris plan 4411 be void if the owner does not obtain at permit within I year of the date of approval, (Water Protection Ordinance section L7-2040-.) 22. Permanent vegetation shall-he installed on all denuded areas within,nitie (9) months -after the date the laud disturbing activity commenced. (Water Protection Ordinance section 17- 2078) General construction not," for Sturrumiter iNfairagettient phins 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnicaf engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be wateitiulit within SturaiwaLer management facilities. 0 3. For temporary sediment traps or basics which, are to be converted to pernialtent, storillwater management facilities; conversion is not to hike I place until the site is, stabilized, and permission has been obtained from the County erosion control inspector. SITE DATA DEVELOPER /APPLICANT ENGINEER SOURCE OF TOPOGRAPHY MAGISTERIAL DISTRICT TAX MAP/PARCEL ZONING ARB APPROVAL # PROJECT AREA ACREAGE RESERVOIR WATERSHED FEMA'MAP F I �r KJ--"ANITARY EWER EXTEN�z'�ION T R I RIO Dl"� GREAT EASTERN MANAGEMENT 2619 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 DAVID MITCHELL, E.I.T. PHONE: (434) 296-4109 FAX: (434) 963-2670 E-MAIL: dcivid@southern-classic.corn TOWNES SITE ENGINEERING Q/0 BRIAN C. MITCHELL, P.E. 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VA 23832 PHONE: (aQ4) 748-9011 FAX: (804) 748-2590 E-MAIL: BMITtHELL@CCTOWNES.COM J BOUNDARY & TOPOGRAPHY SURVEY PERFORMED BY MIKE ESTES, LS #1870 OF TOWNES SITE ENGINEERING DATED AUGUST 1, 2011 HORIZONTAL DATUM: NA083 VLA, 03200-00-00-022L1 (PART OF) 03200-00-00-022LO (PART OF) 032QO-00-00-02210 (PART OF) 03200- 00- 00- 07400• (PART OF) 03200= 00-00-022EO (PART OF) 03200-00-00-02000 (PART OF) ZMA-00-009 PROFFER 5.3-1,a(2)(ix) NOT APPLICABLE 2.66 AC NORTH FORK RIVANNA - JACOBS RUN 51003CO145D / DATED FEB. 4, 2.005 / ZONE 'X' GENERAL WATER AND StWER CONDITIONS l.Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor Will be responsible for notifying the • proper service authority officfals- 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 show ' n, 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 respo risible •for notifying "Miss Utility" (811). 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 qII fire hydrant lines, service laterals and waterline, etc. 7. Alt It water and sewer appurteriances 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. �JOUNTY, UTILITIES CONTACT INFO: RAPPAHANNOCK ELECTRIC COOPERATIVE (REC) STEVE COATES DISTRIBUTION DESIGNER 13252 CEDAR RUN CHURCH ROAD CULPEPEfR, VA. 22701 PHONE: (540) 727-2116 CHARLOTTESVILLE CITY GAS PHILIP GARBER CHIEF GAS ENGINEER 3Q5 4TH STREET NW CHARLOTTESVILLE, VA 22903 PHONE: (4,34) 970-3611 Know waars below, C40111 beftlm you d1g. MISS UTILITY DESIGN TICKET - #13209401679-0013 CONTRACTOR SHALL CALL MISS UTILITY AT'81-1 PRIOR TO THE START OF CONSTRUCTION ROAD ANIQ DRAINAGE CULVERT OR STORM SEWER (WITH STRUCTURE NO.) EXISTING CULVERT OR STORK SEWER PIPE DROP INILET & STRUCTURE NO. 0 RROPOSEDHANHOLE 0 EXISTING MANHOLE PAVED 'DITCH ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY GEOTECHNICAL PROFESSIONAL ENGINEER, CONCRETE SHALL BE CLASS A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA: DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS. THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A RECOMMENDED JOINT SPACING 'OF 15 FEET OR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO CONSIDERED AN ACCEPTABLE OPTION. IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS APPURTENANCES, COVERING AND COATING, IN CONNECTION 'WITH ANY EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL IMMEDIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE IMPACTED .UTILITY REPRESENTATIVE ARRIVES AND EVALUATES 'THE DAMAGE OR DISTURBANCE, IMPORTANT; IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE RELEASE OF NATURAL RAL GAS, 'IMMEDIATELY SHUT 'DOWN ANY EQUIPMENT AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911 AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800. LEGEND EXISTING SANITARY SEWER PROPOSED SANITARY SEWER T T SANITARY SEWER SERVICE CONNECTIONS 120400.00 MANHOLE: NO. V1 STATION OR 15050-0,00 COORDINATE LOCATION WATER W - - -- - EXISTING WATERLINE -W- PROPOSED WATERLINE PROPOSED WATERLINE SERVICE CONNECTION 104 GATE- VALVE FIRE HYDRANT ASSEMBLY TEE-OR TAPPING SLEEVE CROSS BLIND CAP REDUCER V777771 BORE CROSSING EROSION CONTROL EROSION CONTROL JUTE MESH OR SODDED DITCH EROSION AND SEDIMENT CONTROL HANDBOOK EARTH DITCH - GRASS -LINED - - - EXISTING CONTOUR W PROPOSED CONTOUR X 100.00 EXISTING SPOT ELEVATIONS + 10CL00 PROPOSED, SPOT ELEVATIONS T/C r00,00 (T/Q - TOP OF CURB) W STONE DIVERSION DIKE BENCH MARK & REFERENCE M Stop VDQT S-rAND-ARD STOP SIGN ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY GEOTECHNICAL PROFESSIONAL ENGINEER, CONCRETE SHALL BE CLASS A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA: DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS. THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A RECOMMENDED JOINT SPACING 'OF 15 FEET OR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO CONSIDERED AN ACCEPTABLE OPTION. IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS APPURTENANCES, COVERING AND COATING, IN CONNECTION 'WITH ANY EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL IMMEDIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE IMPACTED .UTILITY REPRESENTATIVE ARRIVES AND EVALUATES 'THE DAMAGE OR DISTURBANCE, IMPORTANT; IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE RELEASE OF NATURAL RAL GAS, 'IMMEDIATELY SHUT 'DOWN ANY EQUIPMENT AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911 AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800. LEGEND EXISTING SANITARY SEWER PROPOSED SANITARY SEWER T T SANITARY SEWER SERVICE CONNECTIONS 120400.00 MANHOLE: NO. V1 STATION OR 15050-0,00 COORDINATE LOCATION WATER W - - -- - EXISTING WATERLINE -W- PROPOSED WATERLINE PROPOSED WATERLINE SERVICE CONNECTION 104 GATE- VALVE FIRE HYDRANT ASSEMBLY TEE-OR TAPPING SLEEVE CROSS BLIND CAP REDUCER V777771 BORE CROSSING EROSION CONTROL EROSION CONTROL DEVICES AS PER VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. & SPEC. '0511512014 COVER SHEET TEMPORARY PAVED GO CONSTRUCTION ENTRANCE C: - 3 SILT FENCE EXSITING CONDITIONS INLET PROTECTION RWD W STONE DIVERSION DIKE 0C00CXDCXD00 LIMITS OF DISTURBANCE LOCATION MAP: 1 "=2i000' APPLICANTS NAME: GREAT EASTERN MANAGEMENT SPECIAL USE PERMIT: N/A ZONING: ZMA-�00-009 PROFFER 5.3,1.x(2)0 x) ARB: N/A ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTION ARB DEPARTMENT ,OF FIRE & RESCUE AL19EMARLE COUNTY SERVICE AUTHORITY 'IRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT I by the Albemarle County C4wunity Development Departmd We 7 i - Z-o I � Fie Wp a Z ILI 00c) 1 INDEX TO SHEETS SHEET # LATEST REVISION DATE CONTENTS OF SHEET C - 1 '0511512014 COVER SHEET C - 2 Q511512014 DETAILS C: - 3 0110,212013 EXSITING CONDITIONS C - 4 0212412014 SEWER EXT. EROSION CONTROL PLAN C - 5 0212412014 EROSION CONTROL DETAILS C - 6 05/1512014 SANITARY SEWER EXTENSION C - 6A 0511512014 LEWIS & CLARK DRIVE SANITARY CONNECTION 'C - 6Q 0212412014 SANITARY SEWER EXTENSION - ALTERNATIVE Q - 7 0511512014 SANITARY' SEWER EXTENSION PROFILE C - 8 0212512013 TREE REPLACEMENT PLAN 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-A 'U R S AFTE APPROVAL. U-1 PROJECT ENGINEER This drawing and the design shown is the property of Townes Site Engineering thin reproduction, copying, or other use of this drawing without their written Consent is prohibited and any infringement will be subject to legal action. cd V (�� i 2013 Z Townes Site Engineering, It ANI C. k9c_-f-, PRO 0 X: U) U) �l o W � w V1 Q � � DATE ITEM 01 17 13 PER COMMEN FS V� PER A C3A (no J z 0 CO 0 C\2 � � 0 Q PER A CSA cd UJ Z to 0 z 0 l-4 I-,- UJ Cn Cr;1 co L) 0 4 P-4 It ANI C. k9c_-f-, PRO 0 X: U) U) �l o W � w V1 Q � � DATE ITEM 01 17 13 PER COMMEN FS 011211IJ PER A C3A DZ 25 J PER COMMENTS 02124114 PER OWNER g� l5 14 PER A CSA DATE 071,?0112 LSCALE N. T. S. PROJECT iVA �7GER P.E. L BRIAlY C. §fITCHEJ P CHECh'ED BY PROJ.# 20070105 S,UEET # C - I 12 VAC 5- 630 -450 WELL ABANDONMENT A. WELL ABANDONMENT IS GOVERNED JOINTLY BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE DEPARTMENT OF HEALTH PURSUANT TO •62.1- 44.92(6) OF THE GROUND WATER ACT OF 1973 (REPEALED). IN ADDITION, THE ABANDONMENT OF ANY PRIVATE WELL GOVERNED BY THIS CHAPTER, OR ANY PRIVATE WELL ABANDONED AS A CONDITION OF A PERMIT ISSUED UNDER THIS CHAPTER, SHALL BE ADMINISTERED BY THE DEPARTMENT OF HEALTH IN CONFORMANCE WITH THIS SECTION. B. A TEMPORARILY ABANDONED WELL SHALL BE SEALED WITH A WATER —TIGHT CAP OR WELL HEAD SEAL. SUCH A WELL SHALL BE MAINTAINED SO THAT IT WILL NOT BE A SOURCE OR CHANNEL FOR CONTAMINATION TO GROUND WATER DURING TEMPORARY ABANDONMENT. C. PERMANENT ABANDONMENT. THE OBJECT OF THE PROPER PERMANENT ABANDONMENT IS TO PREVENT CONTAMINATION FROM REACHING GROUND WATER RESOURCES VIA THE WELL. A PERMANENTLY ABANDONED WELL SHALL BE ABANDONED IN THE FOLLOWING MANNER: 1. ALL CASING MATERIAL MAY BE SALVAGED. 2. BEFORE THE WELL IS PLUGGED, IT SHALL BE CHECKED FROM LAND SURFACE TO THE ENTIRE DEPTH OF THE WELL TO ASCERTAIN FREEDOM FROM OBSTRUCTIONS THAT MAY INTERFERE WITH PLUGGING (SEALING) OPERATIONS. 3. THE WELL SHALL BE THOROUGHLY CHLORINATED PRIOR TO PLUGGING (SEALING). 4. BORED WELLS AND UNCASED WELLS SHALL BE BACKFILLED WITH CLEAN FILL TO THE WATER LEVEL. A TWO —FOOT —THICK BENTONITE PLUG SHALL BE PLACED IMMEDIATELY ABOVE THE WATER LEVEL. CLEAN FILL SHALL BE PLACED ON TOP OF THE BENTONITE PLUG AND BROUGHT UP TO AT LEAST FIVE FEET FROM THE GROUND SURFACE. THE TOP FIVE FEET OF THE WELL CASING, IF PRESENT, SHALL BE REMOVED FROM THE BORE HOLE. IN A OPEN ANNULAR SPACE IS PRESENT AROUND THE WELL CASING, THE ANNULAR SPACE SHALL BE FILLED WITH GROUT PLUG THAT COMPLETELY FILLS THE BORE VOID SPACE SHALL BE PLACED A MINIMUM OF FIVE FEET FROM THE GROUND SURFACE. THE REMAINING SPACE SHALL BE FILLED WITH CLEAN FILL WHICH IS MOUNDED A MINIMUM OF ONE FOOT ABOVE THE SURROUNDING GROUND SURFACE. BORED WELLS OR UNCASED WELLS ABANDONED IN THIS MANNER SHALL BE TREATED AS WELLS WITH RESPECT TO DETERMINING THE MINIMUM SEPARATION DISTANCE TO SOURCES OF CONTAMINATION LISTED IN TABLE 3.1. THE LOCATION OF THESE WELLS SHALL BE PERMANENTLY MARKED FOR FUTURE LOCATION. 5. WELLS CONSTRUCTED IN COLLAPSING MATERIAL SHALL BE COMPLETELY FILLED WITH GROUT OR CLAY SLURRY BY INTRODUCTION THROUGH A PIPE INITIALLY EXTENDING TO THE BOTTOM OF THE WELL. SUCH PIPE SHALL BE RAISED, BUT REMAIN SUBMERGED IN GROUT, AS THE WELL IS FILLED. 6. WELL CONSTRUCTED IN CONSOLIDATED ROCK FORMATIONS OR WHICH PENETRATE ZONES OF CONSOLIDATED ROCK MAY BE FILLED WITH SAND OR GRAVEL OPPOSITE THE ZONES OF CONSOLIDATED ROCK. THE TOP OF THE SAND OR GRAVEL FILL SHALL BE AT LEAST FIVE FEET BELOW THE TOP OF THE CONSOLIDATED ROCK AND AT LEAST 20 FT BELOW LAND SURFACE. THE REMAINDER OF THE WELL SHALL BE FILLED WITH GROUT OR CLAY SLURRY. 7. OTHER ABANDONMENT PROCEDURES MAY BE APPROVED BY THE DIVISION ON A CASE BY CASE BASIS. 8. TEST AND EXPLORATION WELLS SHALL BE ABANDONED IN SUCH A MANNER TO PREVENT THE WELL FROM BEING A CHANNEL FOR THE VERTICAL MOVEMENT OF WATER OR A SOURCE OF CONTAMINATION TO GROUND WATER. 9. WHEN BORED AND A WATER SOURCE IS NOT FOUND, AND THE CASING HAS NOT BEEN PLACED IN BORE HOLE, THE BORE HOLE MAY BE ABANDONED BY BACKFILLING WITH THE BORE SPOILS TO AT LEAST FIVE FEET BELOW THE GROUND SURFACE. A TWO— FEET —THICK BENTONITE GROUT PLUG SHALL BE PLACED AT A MINIMUM OF FIVE FEET FROM THE GROUND SURFACE. THE REMAINDER OF THE BORE HOLE SHALL BE FILLED WITH THE BORE SPOILS. FRAME & MOVER SEE FIG 5-1 -D, E ,TREET 5URFA2E OR NON-PAVED AREA SLOPED AREA 2' - 0, RUBBER COATED STEEL 'S FEES -p MAX CAST IN PLACE PRE( -AST REINFIIRCED CONCRETE SECTIONS WITH 'Cj" RING SEALS OR APPROVED IEQU,AI, 3' - 0" MINI FHE DROP CONNECTION SHALL BE Q► DUC71LE IRON PIP_ (CLASS 50) 3 S" BACKR,LI,ED IN 6" LAYERS AIJCr- COMPAC'TED BY HAND TAMPERS OR 12" MINI BACKFILLED WITH SELF - COMPACTING I6" MAX STONE PrUNINV1UM ELEVATION DIFFERENCE 12 1MIN 12 'MIN ACROSS NI H FROPvI INLET TO MARIE (DUTLET SHILL BE 0.20 FEET A FILLETED, INVERT FOR A, SN QOTH /? ••.._,,ss TRA'NSIFION OF FLOW QEFV'E�N if ., INLET u OkJLET PIPE SHALL BE + ` a a PROVIDED. 12' ' Q. D a ♦ r Pa F� � ZN 3/4 DIA OF LARGEST PIPE IN VA.NHGLE MIN 6" BEDDING Y'IITH NO 63 STONE NOTES, I BEDDING THICKNESS REQUIREMENTS SHOWN ARE PAINIMUM AND SHALL BE `iPEC-IPICALL`Y DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITION`S, 2 THE COIN50LTANT ISHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTEI IDED BASES 3 ALL JOINTS, LIFT HOLES., INLETS, QUTLET!< TO BE SEALED & GRc }IJTED INSIDE AND QQF 4 SPECIAL CON 5:1DERA FION SHALL B,E GIVEN FOR RN FRANCE DESIGN ON SEWERS 1NNTH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION NTS Flu, S - l - C TD - 24 FRAME & COVER (SEE FIG, S - I - D, E) SLOPED AREA -e STREET SURFACE OR NON -PAVED AREA l'- 0" MAX 2'- 0 "1, RUBBER COATED STEEL `� I STEPS CAST IN PLACE 3'- 0 MIN PRECAST REINFORCEDa CONCRETE SECTIONS 12' MIN "O" RING SEALS + 16' MAX r'4t MLNIMUM ELEVATION - DIFFERENCE ACROSS M.H5" 4' -0" 5 FROM INLET TO OUTLET SHALL BE 0,20 FEET. DEPTH CONCRETE—, VARIES OF FLAW CHANNEL TO BE FILLETS 3/4 DIAMETER O —� CONTRIBUTING T SEWER 1 A FILLETED INVERT FOR A SMOOT a ; 3 12' TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BEfi PROVIDED �� MIN, 6' BEDDING NOTE W7" NO 68 STONE 1, BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOf{-IE SOIL CONDITIONS. 2. THE CON5ULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDED BASES, 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T,5 FIG, S -1 -A TD -21 � E " U3 c1l IF ■+E B� EE 4 3 _eLd ° Y VN a E EEs �+ r' a C+ 7 { 0.' E ON �� F3 W CuU/ O° f It C gE `� �n } , IP Em ■ E \ E. ■ e�U `J E wp ¢] ,'7 '--' *10 i a E of o _ c+tirE =E inE cE -n 11 E- 27 e+ °E - m r- O C } LL k- T'YPICAL MANHOLE FRAME & COVER N.T_S FIG S -1 -D N 4 a 4 TD -25 z i 3000 PSI CONC, BASE BENCH SLOPED TO FLOW /// CHANNEL 1/4' t' MIN BRANCH 12' •_ � r I f 2' FLEXIBLE CONNECTION' NJTE. WITH STAINLESS STEEL ALL CONNECTIONS TO BAND I EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT ' INSTALLED CHESTERFIELD COUNTY DEPARTMENT OF PUBLIC UTILITIES HALF MOON NOTE: ONLY ONE PER 48' REMOVABLE CAP DIAMETER MANHOLE, MA. STEP a DROP MANHOLE CROSS (TVP.) AS MANUFACTURED BY GPK / ° / PRODUCTS, INC. OR APPROVED EQUAL IT - " -- _ GASKETED STOP COUPLING 27' —w- PIPE STRAPS ° (STAINLESS STEEL) q - -- 90' BEND V TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG, S -I - B TD -23 SEWER SERVICE LATERAL CONNECTION! NOTES I 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 SMALL BE AT LEAST 02' 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 3 MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4 ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4" 5 ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET SALT TREATED FINISHED GROUND 2 x4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL F5 "0,0„ EIN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION NTS FIG S -2 USE FLEXIBLE RUBBER BOOT OR APPROVED PVC MANHOLE ADAPTOR AS MANUFACTURED BY GPK PRODUCTS, INC, OR APPROVED EQUAL IN CDRE OPENING, a 6 P ► ,N <A) ALL THRU PIPE SHALL BE FITTED WITH AN SDR 35 P,V,C, REMOVABLE CAP WHICH SHALL BE HELD IN PLACE BY THE INTERFERENCE (FRICTION) FIT BETWEEN THE PIPE AND CAP, (B) ALL CAPS SHALL BE SECURED TO THE DROP FITTING WITH TWO (2) FEET OF GALVANIZED CHAIN SECURED WITH TWO STEEL MACHINE SCREWS, NUTS AND WASHERS, (C) CHAMFER ON ALL PIPE SIZES TO BE AT A 15 DEGREE ANGLE, (D) HEIGHT OF VERTICAL STACK WILL BE DETERMINED BY ENGINEER, BUT WILL NOT BE LESS THAN TWO FEET, (E) DROP STACK TO BE 6' OR 8' SDR 35 P,V,C, PIPE CONNECTED TO DROP FITTING WITH STANDARD GASKETED JOINT. (F) VERTICAL STACK WILL BE STRAPPED TO MANHOLE AT PIPE JOINTS, STRAPS SHALL BE MADE OF STAINLESS STEEL OR APPROVED MATERIAL NONCORRISIVE TO SEWER GASES, (G) SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT, (H) ELBOW AT BOTTOM OF THE STACK WILL BE A 90 DEGREE BEND POSITIONED IN THE DIRECTION OF THE FLOW IN MANHOLE WITH BENCH CONSTRUCTED TO CONFORM TO MANHOLE BENCH, (I) MANHOLE OPENING TO BE CORED AS DESCRIBED IN PART III AND PART IV OF THE LATEST COUNTY WATER AND SEWER SPECIFICATIONS, (J) DROP STACK SHALL NOT BE INSTALLED WITHIN 60 DEGREES OF THE ACCESS STEPS, (K) INSIDE DROP CONNECTIONS MAY BE USED AS AN ALTERNATIVE TO EXTERIOR DROP CONNECTIONS UNDER SPECIAL CIRCUMSTANCES, IE, BAD SOILS, HIGH WATER TABLE, UTILITY CONFLICTS, AND EXCESSIVE DEPTHS, DATE DRWG. NO. JAN. 1996 STANDARD DROP CONNECTION (INSIDE) MAN -16 REVISIONS FEB. 2009 INTLAL BACK FILL SEE SECTION 520.03 VDOT SPECIRCATION rD -27 S'acveri- ffff PROP= R PIPE CLASS A3 REBAR CONCRETE CRADLE CLASS A3 CONCRETE CRADLE IN c) O I PIPE ROADWAY I 10 24' I I I o I I I n ( 3 "MIN LARGER THAN 5' IN ANY n DIMENSION = PAVEMENT S EMBEDMEN B'MIPI (6' LIFTS) ( bO 'r4 t-_I SPRING LINE r - =. BY HAND OR APPROVED V � 36" MIN S'acveri- ffff PROP= R PIPE CLASS A3 REBAR CONCRETE CRADLE CLASS A3 CONCRETE CRADLE IN c) O I 0 ROADWAY I 0 I I I o I I I n ( 3 "MIN LARGER THAN 5' IN ANY n DIMENSION = PAVEMENT S EMBEDMEN B'MIPI (6' LIFTS) ( bO 'r4 t-_I SPRING LINE r - =. BY HAND OR APPROVED V � 36" MIN oCC) W . 1 f_ } - HAUNCHING COATED STEEL BAND OR STAINLESS -� �1 Lo NO. 68 STONE — — 36" MIN 0 25" MIN THICKNESS STEEL CASING STEEL CASING INSULATORS 2 CONCRETE FILL 4' min (SHALL BE BOTH ENDS 1 2' - 0 "1 2' - O' I 7' OR 8' 7' OR 8' 2' - 0 "� 2'- 0" DUCTILE IRON PIPE I 13' OR 20' JOINT OF D I — (PUSH ON JOINTS) I 1 NOTE I STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER 2 ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL 3 MIDDLE SPACER SHALL BE PLACED AT FHE CENTERPOINF OF PIPE SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N F S FIG S -5 DETAIL FOR RELAYING PAVEMENT AT STORAGE FACILITY, FABRIC STORE AND CYPRESS DRIVE WP -2 CROSSING AS WELL AS TYING NORTHSIDE CONNECTOR ROAD TO NORTHSIDE DRIVE AND CYPRESS DRIVE EXISTING PAVEMENT ADJACENT TRAVEL LANE L ASPHALT PAVEMENT WIDENING 12 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED INEW/M. CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS -- - - - - -- EXISTING SUBBASE-- - - - - -- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1V, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART, 4. THE ADJACENT TRAVEL LANE SH AL L BE MIL LED A MINIMUM DEPT H 0 F 1 /z INC HES AND REPLACED WITH AN AS PH AL T SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT GROSS-SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING EME T MARKINGS I PAV N AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE -IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE -IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPEC FICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE OA_A� 0,0/4 - -- + =- - REAAR \ f PROPOSED *61 PIPE I" t- SECTI(1N CONCRETE CRADLE DETAIL NOT TO SCALE � STORM SEWER 2' WN ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 EX. VENT TO BE LOWERED AS SHOWN C TOP = ±464 — EX. GRADE i I 1- J L –1 1 1.5' MIN LOWER TOP TO �I II I I /-PROPOSED ELEV. 45&50 I �I� 1 I / FINISHED GRADE MIN w� LOWER VENT OPENING AND PIPE IF NEEDED w ADJUSTMENTS TO AIR RELEASE /AIR VACUUM VALVE FOR FORCE MAIN NOT TO SCALE LT H 67 BRIAN C. MITCHELL Lic, No, 035724 05115114 Q OF�SS /0NAL o7_. ►i 0 D Se U) Q E-4 � EN-4 w � h w � Q � N h w DATE 0 Ol 0 13 PER COMMENTS lid C9 REMAINING BACKFILL SHALL y NOT CONTAIN ROCK MATERIAL wo 3 "MIN LARGER THAN 5' IN ANY �� DIMENSION 24 "MI INTIAL BACKFILL' W EMBEDMEN B'MIPI (6' LIFTS) " THOROUGHLY COMPACTED r bO 'r4 t-_I SPRING LINE r - =. BY HAND OR APPROVED V � OF PIPE f j� _ MECHANICAL TAMPER oCC) W . 1 f_ } - HAUNCHING 0 W -� �1 Lo NO. 68 STONE — — 0 O co BEDDING 6" max F�III 4' min (SHALL BE P-4 _FOUNDATION REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ' ;1(ALL ;r/,y1t,4, >.`'% •`l{'T:::, 5 PIPE) �irv! Y rte;/ NOTE • I OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT - OF - WAY SHALL BE 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 SCONE SHALL BE PROVIDED 3, WHERE ROCK 15 ENCOUNTERED PIPE .SHALL BE INSTALLED ON A MINIMUM 6' BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG S -3 TD -28 ASPHALT SURFACE-SEE PAVEMENT DETAIL TRENCH BACKFILL — III III I I — METERIAL BENEATH -I PAVED AREAS IS TO BE =III -I —III VDOT TYPE I SELECT MATERIAL UNLESS SUITABLE LOCAL =I I I =I I I -I MATERIAL IS APPROVED BYT HE CITY ENGINEER (I I— III =I AND IS TO BE TAMPED TO 95% THECRETICAL DENSITY, III III ) 0 MIN. 0,1 f 0 Q0 0 ° °O° Do 0 0 000 TRENCH WIDTH 4' (6' IN ROCK) PER CITY SPECIFICATIONS (MINIMUM TRENCH WIDTH TO NOTE, CONTRACTOR MUST SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL IS PROPERLY COMPACTED. ESPECIALLY UNDER THE HAUNCHES OF THE PIPE, TRENCH BEDDING & BACKFILL DETAIL (FOR WATERLINE BENEATH PAVEMENT AREAS) NO SCALE ASPHALT SURFACE -SEE PAVEMENT DETAIL COMPACTION PER TRENCH BACKFILL — III = III —III M ETERIA L BENEATH — —_ —_ COUNTY PAVED AREAS IS TO BE -I 11-11 SPECIFICATIONS VDOT TYPE I SELECT 1� III - III =III 1 MATERIAL UNLESS SUITABLE LOCAL =III =III —I MATERIAL IS APPROVED III III BYT HE CITY ENGINEER — -I AND IS TO BE TAMPED —_ —_ TO 95% THECRETICAL DENSITY, III III ,-0 00 000p0 MIN. 0.1 p° °00 °o 0 o 0 0 0 Q TRENCH WIDTH 4' (6' IN ROCK) PER CITY SPECIFICATIONS (MINIMUM TRENCH WIDTH TO NOTE, CONTRACTOR MUST SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. TRENCH BEDDING & BACKFILL DETAIL (FOR STORM SEWER PIPE BENEATH PAVEMENT AREAS) NO SCALE ASPHALT SURFACE -SEE PAVEMENT DETAIL I —III III I C I —I � I —I = III - III -III 1, I- III -III -I III - III -III 1' TOP OF PIPE I— III -III -I VDOT #57 �STONE DIAMETER OF PIPE REPLACE THE TYPE I TRENCH WIDTH SELECT MATERIAL WITH 21B 4' (6' PER CITY AGGREGATE BASE MATERIAL IN ROCK) TAMPED TO 95% MAX, SPECIFICATI ❑NS THECRETICAL DENSITY, (MINIMUM TRENCH WIDTH TO NOTE, SEWER LINE EXCAVATED TO SUPPORT TRENCH BOX) DEPTHS IN EXCESS OF 14 FEET NOTE, CONTRACTOR MUST SHALL HAVE STONE BEDDING AND ENSURE THAT THE BACKFILL BACKFILL MATERIAL TO A MINIMUM IS PROPERLY COMPACTED, OF 12 INCHES AVOVE THE TOP OF ESPECIALLY UNDER THE PIPE, HAUNCHES OF THE PIPE, FORCE MAIN & BACKFILL DETAIL (FOR SEWER LINE BENEATH PAVEMENT AREAS) NO SCALE 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. © 2013 Townes Site Enaineerina LT H 67 BRIAN C. MITCHELL Lic, No, 035724 05115114 Q OF�SS /0NAL o7_. ►i 0 D Se U) Q E-4 � EN-4 w � h w � Q � N h w DATE 0 Ol 0 13 PER COMMENTS lid C9 co wo Z �� 0�0 C W co x cd Zb bO 'r4 t-_I O 0 0 V � Z oCC) W 0 W -� �1 Lo 0 O co �.� F�III O ro P-4 LT H 67 BRIAN C. MITCHELL Lic, No, 035724 05115114 Q OF�SS /0NAL o7_. ►i 0 D Se U) Q E-4 � EN-4 w � h w � Q � N h w DATE REVISIONS ITEM Ol 07 13 PER COMMENTS 01121113 PER ACSA 0212511 J PER COMMENTS 05115114 PER ACSA DATE 07/20/12 SCALE N T. S. PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD.# 20070105 SHEET L C — 2 X03200 -00 -00 -07200 \ \ BARBARA A. HALL -- D.B. 1106. PG. 169 \ \ \ \ \\ I l / •,..._ -- _ , 11 'I _ _ _ — _ f (� -- \ \ \ \ \ \ \ \ \ 3200 -00 -00 022(1 I A� / -- e \ .- \ \ / \ \ ` �` N ►� '� \ \ \ \ \ AUGUSTA LAND DEVELOP �ENT COMPANY LLC FETE D.B. 369.` PG. 578 -�- \ \ ' `- \ l \\ \ \ / /l / �— -` � � l `•rte I �, l J / `� ,.. --.. 1 I 1 �.,.�' / / �` _ `` \ \ \ ---- — — — -' I \ \ \ \ \ \ \ \ \ T-- \ #03200 -00 -00 -07300 LARRY B. HALL & BARBARA A. HALL D.B. 2490, PG. 216 \ 1 Gravel Gravel r ?� ter �'Sr / "��.r.s!�"• ;. 1 ,•� �';`" • z'': i,..; 3' r"« �" �:' r "r�'��,,,:�.:L�•i�i+iti;J.".� �µ�� {'I.*%yi"�S }�a•,`y,�� .�S r -: 1 -- — ._, �;: ft'•:'�'•�ti ;:•;, -M,s•. i;;t i ;;�� v.. .y�;,:::k :, %Kt'�t « +�',�•� .�'`,': �` r „� 1 \ 'WR•�,'_i• :.i'±:' .'': ` ".5 •f !'� �;�"'�srr,4"'t3f '�;r r•'•'z;•y -i. S:• m�i• !, rt, �.: - , \ --- '''��111 \ �"rr1 y� '':'% is ,i,'.f � ' ` 'r: ."' y:�.' 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E3_.{3,_..i� J- U -- _- / - III III \ \ � \` \ ti `r _`- -- _- -)111 \`- ��`:. \ _- \ . r - \ _ - _- - _ _ , -- / 1, 111 '\ _, 6 \ t3 -, .S - - -'- _� _- ---- - - 11 __ I'Ittt '� 0- \ \_ ` - CONSTRUCTION NARRATIVE PROJECT DESCRIPTION _ � \ C 1 r ,,M __ - U +� rnn- =- 1--H*" v \' ' - - - Ft \ '�_' -~ IP / IP ,� II 1 _, /--� ♦\11111 - ,. ,+'•�"" ___•-,.:- ' ,i / \111111! \_ _ r - r rr f \ _ w -J -"_ _ -i `�1 I s, \ r_ ! ( t I\ /' .-- �akbox -- _ —_ - 7 \ f I r L Small q 1 �'"*y• .{" 8nutders <S> \ 'r�' I i 7� y 4 I,�` 4 i, \' WM I \ comb, Potir I IfiAS -11 \ / W/ Guys C2} - t'/ I k\\-,. \ 1 \, 11 \ \\` \ \\ \ ,I 11 /r ! THIS PROJECT INVOLVES THE CONSTRUCTION OF A SEWER EXTENSION PARALLEL AND ACROSS UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING ROUTE 29 TO THE NORTH POINTE DEVELOPMENT STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA - property of Townes Site A NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. THE PROPOSED SEWER EXTENSION WILL CROSS THREE ADJACENT PROPERTY OWNERS WHICH B EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. OFFSITE UTILITY EASEMENTS WILL BE REQUIRED PRIOR TO COMMENCEMENT OF C EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN CONSTRUCTION. EROSION CONTROL FOR THE PROJECT WILL BE HANDLED VIA SILT FENCE AND APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT A SEDIMENT TRAP FOR THE OFFSITE SEWER EXTENSION WORK. A PORTION OF LARRY HALLS DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. PROPERTY ON THE EAST SIDE OF ROUTE 29 IS TO BE MASS GRADED AS PART OF THE SEWER LINE E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS EXTENSION PROJECT. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH THE AREA OF DISTURBANCE ASSOCIATED WITH THIS PROJECT IS APPROXIMATELY 2.66 AC. u) .� w Townes Site Engineering ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED, MAINTAINED AND EXISTING SITE CONDITIONS REMOVED IN ACCORDANCE WITH THE CRITERIA AND GUIDELINES CONTAINED IN THE THE EXISTING SITE CONSISTS OF WOODED AND PREVIOUSLY DEVELOPED AREA ALONG ROUTE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK 29 AS WELL AS WOODED AND PREVIOUSLY CLEARED AREA WHERE THE NORTHSIDE DRIVE .F-4 o" P-4-0 CONNECTOR ROADWAY WILL BE CONSTRUCTED ALL DISTURBED AREAS ARE TO DRAIN TO AN APPROVED SEDIMENT CONTROL MEASURES AT 0 ALL TIM ES D URING L AND DISTURBING ACTIVITIES AN D DURING SITE DEVELOPMENT UNTIL ADJACENT AREAS FINAL STABILIZATION IS ACHIEVED. T HE S E WER LINE EXTENSION W ILL CROSS THREE AD JACEN T PROPERT Y (OWNERS WHICH OF FSITE ( W /CO ,O 00 0 T 1 co EASEMENTS WILL BE REQUIRED PRIOR TO COMMENCEMENT OF CONSTRUCTION THE THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTRACTOR SHALL TAKE CARE NOT TO TRACK MUD AND DEBRIS ONTO ROUTE 29 AND WHEN CONTROL MEASURES NECESSARY TO PREVENT EROSION SEDIMENTATION AS DETERMINED BY BE AWARE THAT THE FABRIC STORE PROPERTY IS AN OPERATABLE BUSINESS AND SHOULD THE ENVIRONMENTAL ENGINEERING DEPARTMENT. ENSURE AT LEAST ONE ACCESS IS MAINTAINED TO THAT FACILITY PARKING LOT DURING TIME P-4 OF CONSTRUCTION ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO SOILS LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM THE SITE IS CHARACTERIZED BY A LOAM CLAY WITH HARDPAN AND ROCK LOCATED AT DEEPER ADMINISTRATOR TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM DEPTHS. THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION CRITICAL AREAS THE SEWER LINE EXTENSION WILL RUN PARALLEL TO ROUTE 29 RIGHT OF WAY AND THE CONTRACTOR SHOULD TAKE CARE TO HAVE SILT FENCE ON DOWNSLOPE AREAS TO ENSURE CONSTRUCTION SEQUENCE TO BE AS FOLLOWS SEDIMENT DOES NOT ENTER THE ROAD RIGHT OF WAY 1 IF NOT ALREADY ISSUED THE OWNER MUST NOTIFY THE ALBEMARLE COUNTY E &S PERMANENT STABILIZATION INSPECTOR TO SCHEDULE AN ON -SITE PRE - CONSTRUCTION MEETING FOR THE ISSUANCE OF A THE CONTRACTOR SHALL PROVIDE GRASS STABILIZATION ON ALL DENUDED AREAS PRIOR TO LAND DISTURBANCE PERMIT. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST TURNOVER OF THE PROJECT TO THE DEVELOPER. SEED AND /OR EC -2 MATTING SHALL BE ATTEND THE PRE - CONSTRUCTION MEETING APPLIED AS DICTATED ON THE EROSION CONTROL PLANS AND IN CONFORMANCE WITH THE 2. THE CONTRACTOR SHALL INSTALL PERIMETER SILT FENCE PRIOR TO CLEARING OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK PROPOSED DISTURBED AREA. 3. THE CONTRACTOR SHALL INSTALL A CONSTRUCTION ENTRANCE ON LARRY HALL'S STORMWATER RUNOFF CONSIDERATIONS PROPERTY ON THE EAST SIDE OF ROUTE 29. STORMWATER RUNOFF FOR THE PROPOSED SEWER EXTENSION WILL REMAIN UNCHANGED 4. THE CONTRACTOR SHALL DEMOLISH THE EXISTING SINGLE FAMILY RESIDENCE ON LARRY AFTER THE PROJECT IS COMPLETED. HALL'S PROPERTY ON THE EAST SIDE OF ROUTE 29 AND REMOVE DEBRIS 5. THE CONTRACTOR SHALL INSTALL SEDIMENT TRAP #1 ON LARRY HALL'S PROPERTY ON THE MAINTENANCE EAST SIDE OF ROUTE 29 AND GRADE THE PROPERTY TO THE FINISH GRADES SHOWN ON THE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND GRADING PLAN SHEET. AFTER EACH SIGNIFICANT RAINFALL. 6 THE CONTRACTOR SFIALL BEGIN GRAVITY SANITARY SEWER INSTALLATION BY TYING INTO THE EXISTING GRAVITY SEWER PIPE STUB LOCATED AT THE NORTHERN END OF THE PROJECT PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY A PERMIT SHALL BE AND COMMENCE FROM THAT POINT SOUTHWARD WITH SANITARY SEWER INSTALLATION. OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT). THIS PLAN AS 7. THE CONTRACTOR SHALL TAKE CARE WHEN INSTALLING THE SANITARY SEWER AT THE DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY FABRIC STORE PROPERTY TO ENSURE AT LEAST ONE ACCESS POINT TO THE COMMERCIAL DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PROPERTY IS MAINTAINED THROUGHOUT CONSTRUCTION ON THAT PROPERTY 8 THE CONTRACTOR SHALL CONTINUE SANITARY SEWER INSTALLATION TO THE POINT THAT THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 THE BORE ACROSS ROUTE 29 MAY BE ACCOMPLISHED. A BORE AND RECEIVING PIT ARE HOURS IN ADVANCE OF THE START OF CONSTRUCTION SHOWN ON THE CONSTRUCTION PLANS AND THIS CROSSING SHALL BE COORDINATED WITH VDOT AND APPLICABLE UTILITIES THAT WILL BE CROSSED WHEN THE BORE IS PERFORMED. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS 9. INSTALL THE REMAINING GRAVITY SANITARY SEWER SYSTEM TO THE NORTH POINTE WI'T'HIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE PROPERTY AND SET THE LAST MANHOLE STRUCTURE AS SHOWN ON THE PLANS TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS 10. UPON COMPLETION OF THE GRAVITY SANITARY SEWER SYSTEM THE CONTRACTOR IS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER RESPONSIBLE FOR SEEDING AND ESTABLISHING VEGETATIVE COVER FOR THE DENUDED THAN 30 DAYS PERMANENT STABILIZATION Q"A) r PR APP1 Mn T(A APPAL THAT ARP Tr) PP LEFT DORMANT FOR MORE THAN ONE YEAR. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACTING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSIT SHOULD BE REMOVED AFTER EACH STORM EVENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED THE SEDIMENT TRAP WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK THE GRAVEL OUTLET WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED THE ALBEMARLE COUNTY E &S INSPECTOR MAY REQUIRE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY AND FIELD CONDITIONS DICTATE. AREA SUFFICIENT TO OBTAIN ALBEMARLE COUNTY RELEASE OF I rlE EROSION CONTROL BOND. 10. 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 1 I ALL DISTURBED AREAS ARE TO DRAIN TO AN APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED 12. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION SEDIMENTATION AS DETERMINED BY THE DEPARTMENT OF COMMUNITY DEVELOPMENT. 13. 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 ADMINISTRATOR TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. PERMANENT STABILIZATION THE CONTRACTOR SHALL PROVIDE GRASS STABILIZATION ON ALL DENUDED AREAS PRIOR TO TURNOVER OF THE PROJECT TO THE DEVELOPER SEED SHALL BE APPLIED AS DICTATED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 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. W W © 2013 u) .� w Townes Site Engineering ' ;.4 LT H 0 BRIAN C. MITCHELL Llc, No. 035724 oO keo 05115114 ,,4� 2 0 vJ Q �� 11:� E1411 . a ��> (�5 Q4 o 14 �, lft� �, �� C) �.; (J Q.. Q � o 24 w (z) U o DO 71:� �q 4q xEVINI uIV,5 DATE ITEM 01 0711 J PER COMMENTS 02 25 13 PER COMMENTS 02124114 PER OWNER DATE 07/20/12 ,SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY - PROJ.# 20070105 SHEET # C - 4 O LO Cq i� d+ V (nr � Z . �' y' V ,-I, (=) F..d 1.v a) r� I...011 9) C\2 W W x 0 �.4 Cd u) .� w Z ' ;.4 UO O 0 - Z W .F-4 o" P-4-0 N 0 ko ,,V4 � ( W /CO ,O 00 0 T 1 co rn � / - CJ; 1"1 ro P-4 LT H 0 BRIAN C. MITCHELL Llc, No. 035724 oO keo 05115114 ,,4� 2 0 vJ Q �� 11:� E1411 . a ��> (�5 Q4 o 14 �, lft� �, �� C) �.; (J Q.. Q � o 24 w (z) U o DO 71:� �q 4q xEVINI uIV,5 DATE ITEM 01 0711 J PER COMMENTS 02 25 13 PER COMMENTS 02124114 PER OWNER DATE 07/20/12 ,SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY - PROJ.# 20070105 SHEET # C - 4 O STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE PIPE OUTLET CONDITIONS TABLE 3.31 -C NOTE: CONTRACTOR SHALL KEEP EXISTING ROADS FREE OF SOIL BUILDUP AT ALL TIMES (WITHOUT WIRE SUPPORT) TEMPORARY SLOPE DRAIN A A TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES 70' MIN. EXISTING 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH 1 Al 3, PAVEMENT UPSLOPE ALONG THE LINE OF SEEDING RATE NORTH SOUTHb 5:1 � STAKES. PLANT � 6'MAX EARTHEN DIKE PROVIDE DiLET SPECIES 3/1 5/1 8/15 2/15 5/1 s/1 CHARACTERISTICS (COMPACTED) PROTECTION ado Acre 1000 ft2 to to to to to to FILTER CLOTH 6" MIN. A (OPTIONAL) LE BERM i_ CORRUGATED COLLAR do 4/30 8/15 11/1 4/30 9/1 11/15 �'� �' /l / WATERPROOF REAL A ! PIPE OUTLET TO FLAT L SIDE ELEVATION �r / I �� / �_ AREA NO DEFINED OATS 3 bu. (up to 100 lbs., 2 tbs. X - - X - - Use spring varieties (e.g. Noble). CO ilo a� J /� III' ;1 P� �W RYEd sativa) not less than 50 lbs.) - - EXISTING GROUND � / /�� A RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X X X X Use for late fall seedings, winter � / PROVIDE OUTLET I (Secate cereale) not less than 50 tbs.) cover. tolerates cold and low { IJ , ,i j . . 70' MIN. / _ / = PROTECTION o moisture. �.{J .F-q (+� X FLOW / / STANDARD FLARED END 9ECITON L a - - - - W 0 � 1 Cd „// ,J/ 50 lbs. approx. 1 lbs. X X Warm- season annual. Dies at first B WASHRACK 10' MIN. „ GERMAN RY EGRASS frost. May be added to summer U1 .0 w (OPTIONAL) _� «I O X -� (Setarta Italics 4' mixes. tw d ., 3. STAPLE FILTER MATERIAL. 4. BACKFILL AND COMPACT ANNUAL RYEGRASSc 60 lbs. 1 l� lbs. X - X X - X May be added in mixes. Will Tj ,� • 10'MI . (Lolium multi- tiorum) MOW out of most stands. 12' MIN. �- EXISIING TO STAKES AND EXTEND THE EXCAVATED SOIL. SECTION VIEW SECTION A -A �'� CLOTH M II a' -ir I MCOMIMMED FOE ENTIao FUMIR IM ' ^ Cd PAVEMENT IT INTO THE TRENCH. WEEPING 15 lbs. 5 1ri ozs. - x - - X - Warm- season perennial. May U N0 NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING LOVEGRASS bunch. Tolerates hot, dry slopes = ^ A ( 9 ) added to mixes. ile soils. May be .�..I r4.► WILL CREATE PROBLEMS Era roatta curvula VDOT {1 I POSITIVE OR 10' MIN. / i A 3d° (HIN.) KOREAN 25 lbs. approx. 1 1� lbs. X X - X X - Warm seasonal annual legume. W � CO COURSE AGGREGATE TO SEDIMENT y 0 B TRAPPING DEVICE �� y r / / I LESPEDEZAc Tolerates acil soils. May be 1�1 # MST EXTEND AND EGRESS I VIE / -� IIII Jam` Fr}' Y'~ ,_ / III! EARTHEN DIKE dl o (ateapedeza atipulacea) added to mixes. O t -_ PLAN PIPE OUTLET TO HELL OPERATION r �N W / /� - ]// - (COMPACTED) 3;1 DEFINED CHANNEL b Northern Piedmont and Mountain region. See Plate 3.22 -1 and 3.22 -2. Lo el✓ / Southern Piemont and Coastal Plain. 0 r FLOW _ PLAN VIEW 12' MIN. L c May be used as a cover crop with spring seeding. O co D 1e" D +6" a g. d May be used as a cover crop with fall seeding. It--- � III II , � ; • 3 = ` SHEET FLOW INSTALLATION MIN. T T X May be planted between these dates. O X - May not be planted between these dates. 3' MIN. (PERSPECTIVE VIEW) I O III III I1111-0-4 d SOURCE: VA DSWC FILTER CLOTH SECTION A -A I FLOW I SECTION A- A SECTION A -A 7%TER CLOM mrf IN a' -0': REcoxbwwzD FOR m m PERawn 3 TABLE 3.32 -D A A A \\ NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION 6' -7' B BAMM. OR CONCRETE. (Revised June 2003) 2. La 19 THE LENGTH OF THE RIPRAP APRON AS CALCULATED SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA USING PLATES 3.18 -3 AND 3.18 -4. I\k S. d - 1.6 TDBB THE MAXIMUM STONE DIAMETER, BUT NOT • `' •'' `. �• �.' 4 ',` \ LESS THAN a INCHEs. 1 SEED SOURCE: VA. DSWC PLATE 3.15 -1 Source: Va. DSWC Plate 3.18 -1 I' II LAND USE SPECIES APPLICATION PER ACRE POINTS A SHOULD BE HIGHER THAN POINT B. Minimum Care Lawn Tall Fescuel 95 -100% DRAINAGEWAY INSTALLATION (Commercial or Residential) Perennial Ryegrass 0 -5% REINFORCED CONCRETE SECTION B -B DRAIN SPACE (FRONT ELEVATION) Kentucky Bluegrassl 0 -5% 0 SOURCE: Adapted from lnstnllation of Straw and Fabric Filter Barriers for Sediment Control,% DSWC PIATE. 3.05 -2 TOTAL: 175 -200 lbs. = Sherwood and llyant High Maintenance Lawn Tall Fescuel TOTAL: 200 -250 lbs. Cn SOURCE ADAPTED from 1983 Idaiyland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02 -1 Tall Fescue 128 lbs. Y TEMPORARY SEDIME11jT TRAP SILT FENCE DROP INLET SILT F�'NC�' CUL Tl�'RT INL�'T General Slope (3:1 or less) Red Top Grass or Creeping Red Fescue 2 lbs. < PROTECTION EXAMPLE PLAN VIEWS OF Seasonal Nurse Crop2 20 lbs Q TOTAL: 150 lbs. * PROT�'CTION BAFFLE L 0 CA TIONS IN Tall Fescuel 108 lbs. 1'I VARIABLE 2 X 4' WOOD FRAME DROP INLET Low- Maintenance Slope Red Top Grass or Creeping Red Fescue 2 lbs. MTF SEDIMENT BASINS (Steeper than 3:1) Seasonal Nurse Crop2 20 lbs. ORIGINAL VARIABLE 'p,l_TH of * ENDWALL Crown vetch 3 20 lbs. GROUND I�' '1 �,E TOTAL: 150 lbs. D ELEV. t.5' MAX. 7t�VARIABLE D/2 NO SCALE 1 - When selecting varities of turfgrass, use the Virginia Crop Improvement TOE OF FILL CULVERT INFLOW -► Association VCIA recommended turf rass variet list. Qualit seed will bear a 67 CU. YD. /ACRE * � ' - ( ) g y y \� y RISER fable indicating that they are approved by VCIA. A current turgfgrass variety list BRIAN C. MI CHELL 3 MIN. �� o is available at the local County Extenstion office or through VCIA at Lic, NO, 035724 rv�✓ \ D/2 804 - 746 -4884 or at httl2: /Zsudon.cses.vt.edu /html /Turf /turf/publications2.html GITHER L - TOTAL DISTANCE FROM 2 - Use seasonal nurse crop n accordance with seeding dates as stated below: Q 05/15/14 67 CU, YD. /ACRE EXCESS NORMAL POOL THE POINT OF INFLOW p g �`� AT CORNERS February 16th through April ....................... .................... Annual Rye E'S G (EXCAVATED) 4 MAX' I I I I �� /` \ TTHEURSERR. BAFFLE TO May 1st through August 15th ....................... ........................Foxtail Millet S /ONAL�N FILTER CLOTH ORIGINAL V V GROUND August 16th through October .................. ............................... Annual Rye .............. ............................... ELEV. PERSPECTIVE VIEWS NORMAL POOL November through February 15th Winter Rye '* --�- - -� -- = 3 - Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May SEE PLATE 3,13 -1 COARSE AGGREGATE CUSS 2 RIPRAP c � D/2 L � RISER through September use hulled Sericea, all other periods, use unhulled Sericea). STAKE I I * TOE OF FILL \ C D "'FLE If Flatpea is used increase rate to 30 lbs./acre. If Weeping Lovegrass is used, o ��\ include in any slope of low maintenance mixture cluing warmer seeding periods, PalVed cvnstruc ialn.eritrzTnce fDr e1r an cantrol•pjans FABRIC i SILT FENCE G increase to 30 - 40 DISTANCE IS 6' MINIMUM IF FLOW l5 TOWARD EMBANKMENT SOURCE: VA DSWC O 1' MIN. arC?iiL i - .J{)'' ',rft - I i I FLOW NORMAL POOL RISER INFLOW I GOPiSTRUCT10i�i 1 1 {I, � _-.4 � w.. 3'" SM 2A ASPHALT TOP � � � l�l "1 Urns f:XtSfING i i * ��% ' I' 4 - 'PAVEMENT ELEVATION F OPTIONAL ,S'TON�' CO MINA TION { ,- AT 0 STAKE AND BAFFLE FABRIC ORIENTATION DETAIL A ~� `� `� _T_ f� . T i.0' D/2 �I 15" MIN. 21A Ac0T��C,;T= 13A5E -��L 1 l L2 W PROAL SPECIFIC APPLICATION . L- L+ L 1 2 O THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE FLOW INFLOW If); dJ1IN. INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER .► 2,5' �j Q, SrON THAN 5X) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT SHEETS OF 4' X 8' X 1/2' EXTERIOR 6 a ^i C ' C')N'6TRQ�'1fUtt ASPItIALT PAVED EXCEEDING 1 C,F,S.) ARE TYPICAL. THE METHOD SHALL NOT PLYWOOD OR EQUIVALENT l�l ACGES , WA�HRACK APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS F IN STREET OR HIGHWAY MEDIANS. RISER CREST ELEVATION 0 I `EXIS_ LNG ** VDOT CLASS I RIPRA ( I I 4 } j (I I MIN. SIZE 4" SQUARE v '27o 2°b PAVEMEiT TO REPLACE SILT FENCE IN ' HORSESHOE " WHEN OR 5' ROUND. SET AT SOURCE. N.C. Erosion and Sediment Control Planning and Desion Manual. 1988 PLATE 3.07 -1 HIGH VELOCITY OF FLOW IS EXPECTED LEAST 3 INTO THE GROUND. �j ' Co . 1 6' ` SOURCE. ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08 -1 i� •� ti SOURCE: USDA -SCS PLATE. 3.14 -6 *M'_sT EXI- ND FULL 6YJDTH A 1 �F�AENfiGC O Tip :�aEIi q_'Q' �1 ' OF IjVG�'ESa .,AI',V�t EGRESS � "jr�APP1NC: EiE!fi�E gPFt?ATiOIV E PLAN ��'I O -- i 2' MIN PG%VIVE Q,iAiDIAOl `I TO SERLMENT, , TRAPPING QEVICE i 00'W"' FILTER CLOTII SECTION A-A REVISIONS DATE ITEM 01 0711 3 PER COMMENTS �1 I1tiIIiltliuii water tai of ],- 11IC111ntist be iifstallecl��vitll u,Illiitillltuit 1�iticlYb;111cacl 02124114 PER OWNER slttlkcr��iilVC snpl�lyu��•11'tiya�fl,l>,p`�t� �Vitl1 � diaixleter'of'].:5 ,i�IC,1,Ie��r�1�1�cp1a�� 4011Sf1�lt j3l "E 7 1ue. 'r3 i111Vil�ei' 1I1t1St ITC'.CillxX2cl tlW}1'y'1O1I1 tilt O1zTa11C @'l� stil apl ra��ecl seftlill ar`efi ts?`re�ixa� e- seclilileii(: X11 , ,du>lent`ulzall ,lT;e: � t'veiiteJ1i:a11t_ elltei'iI1� stoiin_�1�aiI1�, clitltlte� ar tiVlltercotu•�e�. -PAVED WASH RACK NO SCA! � DATE 07/20/12 SCALE N. T. S. PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.?f 20070105 SHEET # C - 5 THE CONTRACTOR WILL TAKE NECESSARY w - __ J \ \� - ° _ _ )' �...•- -- ! J'% / / / /!'! /! // f _ ~\ ` I t ` � j 1 \ \ I ' � ♦ I " PRUPOSED \ • __ °_ \ \ t 1 \ I \ \ \ 6 CHAIN / / i / MEASURES TO ASSURE THE BASIN SHOWN I - w / / ,1 / / ! / ! ! / ! \ \ \ \ \ I I , J ` 1 1 �"' / / \ `` \ LINK FENCE ASPHALT kCTIGN �- / / / REMAINS OPERATIONAL FOR STORM EVENTS �'CONT.RACTOR~�10 PRbi6CT''k�IE WAS•- N / r, J/ ✓r //r /// /// `~ ; I 1 \ t't `\ t \ ~`\ 1 \ \ \ \ W/ SLATS To BE, / / AND THE BASIN FLOOR WILL NOT BE - ~`� _ UPSTREA14t�OF MH5 D DMIN[a CbN UC __...1_ / ' / / // / / ! / I / / ---_ ` \ SEA` REE 6' 21 a STONE __ -- / / ! ! ! ! / / I �• + \ REPLAA NT - _ - 2 SM9_5A�ASPHALT DISTURBED NOR ARE CHANGES TO THE ` ✓�,� ,, ,w = - / / / ' / / \ \ \ - IN - - - ' / a,. WATER MAID MUST REMAIN_IN_ 6E - ' ! /!! ! ! / - A (FO1N O OR MAYI BE I I / PLAN EXISTING / / EXISTING BASIN PROPOSED WITH THIS _ - •- -` - " --,- ,h MC`S v _ I /' / / / - WH E� � (� /1 l I l 1 \ \ \ \ \ SHEET C -8 \ - - - - - - - - - / STORAGE -� , / _ -_ � / PROJECT\ I r I _ ° " ""��'\ = __ w - W - -__ __ - - -_ �~ r ' i i �! M �S T� - t E A A / / , \ \ - - BUILDING � / t ✓" } 06 7: `�^R��t, a W- -W r ,i / //!>ir �CTRf'S,D K ON -TO ' / \ \ \ _ - - /' __ � ' � �'� `�,,,. -•.' I rr/ /'r c1 _______ r _r''_` .______ -___. _a. -1 -'c / �r / /J /// �(a \QF 1R \ { I 1 J �b \ l - - - 1o' DRIVE LANE__,__- ", �- 1f W V `,� \ I - - - TO• BE MAINTAINED - _ r \\ / 2// /r•'/' - ` ,. �'% ' /' / / / /// -�T�LI dN' �` Z-(I \ i�• I I / \ \ \ _ _ / - / �8g - /, ,!- ',, i' /Ji�.�r'/ ) y tl+ 4} \\ , -° pI //' - I I I I \ \ — — — — — \ / f ! 'J ,r/� J,�/r/ l / t , ,II II \ -__ _» Apr / } _ } , / \ L LJ / _ .#03200= -60-00 -0221 r J / + \ - - -" - _ "-- -_ -___ / + \` - - \` _ �� /� n \ \ SANI1`ARY SEWER / / '� WILFORD N. HERNDON, !! / ,.s ' rr /ice // j /i'L /\ , 1J ; !' I }� j It,` �. ,��,.- — ° tom— r / f ' t jl ; t\ tj t 1 t \ \ I I J I I \ _ - PRBP \ / / - - & CAROLYI�1 tl_ kiERNC ! h .�`\ its.. \; ;S 1 � r�{ry ,�y ,,I;,t IIt ,\ 1 — _ - _ — � - -" 1 1 I + \ ` I I l \ I I I S E INSET 1 _ -- _ _ _ _ _ _ _ _ TRENCH \ INSTALLATION �' _ - - 6 B: 604 PG. 16 } 1 \ \ \! / 1 L !f \I i \ rte, _ ---- -- rrr - _uH - _rsp _�C� u - =ur w• - - � 1 4 , S \ ` / / _ -- -•..1 1/ \; \ \\ \\ \ \\ \\ , III I I, ', \ \\ _____ __________..____. -__- - - -- - -____ 1 1 \ \ `, I 1 t I \ THE COW7RiXC1�iNLL TAKE PRGPUSED \\NOT TO SCALE 1 r \\ \ . R C T Efi�l T I - - -- = -- _ — — - - --� I, 1 1 t 1 l I 1 \\ \ \\ \\ t - FQ__- _.. ��DW w_-= F F rL� --_ - - »Fr i `\ `\ + \ - -SANI-TAR -Y- -� / i / PLAT: D.B. 593, PG� ; / I 4 \\ \ \\ .. - + ,, \ t -- , , \ \ \ I + , } \ \ I AT LEFT NECESSARY r�lEJ1.S4tRES- ASSt1R� - -- / / , - - -/ -- r t , - - -- - -- -SEWER- - \ _ - -- 'C / \ \` \ I , , 1 , i _ _ _ _ r r _ - r I I \ \ 1 I TH- B��IV-S�IOIMV REIIIi+UNS- - \ \ \ ,� —, /_a\,\ \,T` -II -- INSET 2 SCALE:1 =30 r \ �� II �� \ / / / -- -- I - -/ \ _ / `\ \ ` ` I - - - � ! 1 I \ \ / A77ONAL FOR STOIRM EAW73 \ \ \ _ U /' / \ \ \ _ _ -` // ,, , , \ \ \ #03200- q0 -00\ -02210 -\ / AND 7HE BASIN FLOOR WLL NOT BE \ \ \ - - / / , 1 / , \ \ \ \\ \ \\ \ \, I \ \` \\ \\ \� ; `` B�N��H`2L� - Q lliil'lt„,'lr'i, // w �\ ` \��\� `\� ` w > I i i I _ 1 / / �rr� / ,/ /' \ \ \� \\ \, st \\ �`L'I�;"`�� - I ,r!! ! t t! , \ - 1tI - ^_ '_ \ \ C. RAY BE RD, / \ DIS7U - ` `�� //// ' - _ _ /r I \\� \` \\ \\ \\ �'� ,3 r11 _ rrlllll llrl / \ \ \ \_ 111 I \ \ / / - ` fi.B:l 584,_EG.- 616_17, /` a ,,, ! /! / /! / / \ \ 11, \ry \ TRU §TE OF C RAYI BEA D LI NG TRUS -1` 1HE SI1NG BASIN PRAPOSED iN7H I _ � / / / EX MH (FIELD) ( - # 1L (0 /INCH M ) N 6736389.2080 -y r , \ _ /// °,. _ `!' �rI ' 1 tl1t�! / /tl� ' , + \\tl \�ri \ , D.B. 165 , P 626, THIS P CT I \ / \ \\, ;, \.` - \ ._ _ !�� // �'' ¢ rt rllJ rr1 r •,..k,.._ rn \ \\ t, 1 1 1 Sty Black L d 1 , , a 11�� f r , nI T �j //� PLAT: D.B. 1442 PG. 541 I + I' ( I is /' rr ' \� ` X✓ ~ ,�`_ ��_J�- -" '1- I ' ' < �r EA ENT / /- \ \ y ` _� t \ \SEE hJ Y S E H L-_ �J j I / J / ^ ge I I 3 f .3 g cy E 11504134.6778 / , • , }€t �\ y J I � orac Buildirlc -_- „-,r -" j,J 71� • �' 150407/9. 39 \ FX TAR & CHIP r -a-:*- u fir-- 1 =' c -:•^ , _= l i r ! "r \\ "', W V7 ',-> ,= T Lt -FT— — _ - REdOMMEN D A _ .'-- , , -nw - _ .xae -� ..� _ys u y/�anr` �'� _ _ I r ! / \ v '1 -- I t l / PARKING LOT _ _ B-ASJN�0kv6T`f,0- r r// -. r•- - 1 Sty, .Brick t t m o / !/!�!!/ , e `c \ ! ,- / ` -_ ♦y OF IPROPASED RMANFNT POLE —� - - `ROi*! NELY ED r' �fl' %�' %J' NO # I 1 / //` j / j % % %! %� /! ' , _, ° `'`\ L PE - o�j� 1 r� _ _ .__.. I ' - ' / / I' / _ M a- o_-' -� =1 - . -- FiiQ��EBRrS��- �r; F �'�t�� - F�s��- _ i a J ! / /i � �� ! ! ! c' - , . � � ! �`��4 BE 0 1�t COMTRf�CTOR /T COORDINATE TyE R z F SEE (N S E�S '` � 1, 1 ti'l r� a � M�'i� 1 (DROP _ l rlr� g I r TO ,A �lIF3E I I — — ' r =" !/ -1r- - J \ `ri as I/ j / !1 �- I r / L \ ` , \ `� \- E�(ISTING GOON R D - __ _ " - REEyI¢/V A�' GUY E tlVl \c?r I @ ` n �I JI' 1 ,ill r/ E / 6736298:8 ET 1 SCALE:1 =30 f ! r /1l� I - �aTE %►B vE. -� �� - _ �e -��L� R D 5 DC O vv _ �6�lAiCl -MFG �� i�` �JI s" Pvc E� .5F4b90.5; '�J# _ AN. SERVICE y -. 1 .i '. 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( IN FEET ) 1 inch = 50 ft. use of this drawing without their written consent is prohibited and ( IN FEET ) any infringement will be subject to legal action. 1 inch = 30 ft. © 2013 Townes Site Engineering L TH P O E F BRIAN C, MI CHELL LIc. No. 035724 % 05/15/14 , O U) D U) Q � o 0 w �; w 2 w DATE KEVISiUN ITEM 01 07 13 O Ol 21 13 PER ACSA C�2 13 O V � Z OS 15 14 oM0 �� W W -I-j . . E •0 � ,�� Z rd •� .� V `+ O�� = - O Z W •� akr, W W -P �-0 co %W 0 t O�CO .. O a L TH P O E F BRIAN C, MI CHELL LIc. No. 035724 % 05/15/14 , O U) D U) Q � o 0 w �; w 2 w DATE KEVISiUN ITEM 01 07 13 PER COMMENTS Ol 21 13 PER ACSA 02 25 13 PER COMMENTS 02 24 14 PER OWNER OS 15 14 PER ACSA DATE 07/20/12 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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S' INV OUT: NITARY 18" ±385.06S� I \ ? 0 *CONTRACTOR TO FIE VERIFY S E OF EXISTING IPE PRIOR TO INSTALLATION OF PROPOSED 18" D.I. PIPE & MATCH T. EX STUB 18" INV IN: ±381.43 00 1400 12 00 _ 13 00 13� 420 415 410 405 400 TE OF 3❑UND 395 390 385 380 375 52 LT H BRIAN C. MITCHELL Lic, No, 035724 05/15114 ,4� 0 vJ O C) � Q) � E -4 Q) W � � rw q v 1 r� v1 w N K�'V1S101VS DATE ITEM 01 07 13 PER COMMENTS 05115114 PER ACSA DATE 07/20/12 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.# 20070105 C — 6A 0 LO C\2 r� co d+ V � Z CO 0 CO C\2 CO W .� ,co m W .r-4 w Z bO � a r.4 p;- 0 V N �0 Z .,.., � ;.4 CO W � W 0 Q MMW W 0 co ly O aA !1 LT H BRIAN C. MITCHELL Lic, No, 035724 05/15114 ,4� 0 vJ O C) � Q) � E -4 Q) W � � rw q v 1 r� v1 w N K�'V1S101VS DATE ITEM 01 07 13 PER COMMENTS 05115114 PER ACSA DATE 07/20/12 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.# 20070105 C — 6A THE CONTRACTOR WILL TAKE NECESSARY ---'._ - • IIVj� r ' ! 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TERLINE MEASURES TP REMAINS OP THE BASIN ASSURE RATIONAL FLOOR TH, F E BASIN SHAWN R STORM EVENTS NOT BE DISTURBED PERIVANEN-Im' FINI, 0 2. 04 1 P:0 (0 1 , HED z: F= ro UJ 0 V) 0 < X D (n :)PROXIM ]CATION OF E X. 12' ,AND NOR ARE CHANGES PROPOSED WITH TO THIS PR E EXISTING 13ASIN JECT GRABE 0 K r- �O 15 C� V) O� C) �j7z� C LU .14- a- N I 11-Noo- >� Ld N- �SA WL 8' DI PLUG #2 AP LOC ST ROXIMATE ATION OF E RM SEWER A PROXIMATE PROPPSED-/ TEMPORARY + to I a- 't 'LJ C C14 i:6 _H !Z ��:i :D I-) - 0 :4k LO-O-ULO ZR 00 C-4 U') CIN J'� - _C� 0 00 00 0 4 U') . , + C4,t 440 LOCATION OF GRAD =�d:l ;>> �-'+ 0 'q- '*�- 04 n 2 EX. 15' CMP 1- MV 0 2D -H -0 < a- K V) 1- 0 > >> o_zz__ Z An-+_ 435 APPROX 'L CASING LOCATION OF NATURAL GAS LINE 430 1.00% 7-6 16- D.I. 111.04 LF ®0.50% 6t$ -5 93.00 16 D . 1 LF @ 0 49% _17 ------- --------- . 5-4 1611 D.I. ------------ -------- 281-.1-8-L @ 0.507. --------- 425 < 1, 4-3 169* D.I. II 1 _17 345.52' LF a 0.501 3-2 16 D.I. _U_LL'J__ 116.51 LF 0.50% 2-1 16" D.I. -5-4-.78-LF- -0:507.— 420 < II This drawing and the design shown is t DR EP 415 the property of Townes Site Engineering the reproduction, copying, or other 21+00 22 00 23--00 24--00 25--00 26--00 27--00 28--00 29--00 CON NECTI❑N use of this drawing without their 1-EX 11 ' D.I. written consent is prohibited and 79.63 LF 0 0.50% any infringement will be subject to legal action. EX. --20;00- STUB 18"- -F@-0.-507o- ;60 - 410 @ 2013 T ownes Site Engineering I 30 00 1 31 400 1 32 1 33 06 Z W W z Z OW W 0 CQ I cc) 14 rl- 00'-t 0 M00 C\2 Cd 0--, r' C/I 0 Pr' bO IL4 co 0 0 O Q) 0 C) tO co 0 0 cc) 0 4 P-4 !;�:p,LT H 67 BRIAN C. MITCHELL LIc, No, 035724 05115114 NA h � w � W �' CQ �-M r� *4 0 r U) U) r� Q) Mori �.4 64 r� DATE ITEM 011071I3 PER COMMENTS 01 21 11 PER A CSA 02 25 13 PER COMMENTS 02 24 4 PER OWNER 05115114 PER A CSA DATE 07120112 SCALE AS SHOWN PROJECT MANAGER BRL4N C. MITCHELL, P.E. PROJ.# 20070105 C - 7 DATE 07120112 SCALE AS SHOWN PROJECT MANAGER BRL4N C. MITCHELL, P.E. PROJ.# 20070105 C - 7 / ELE ti 4� i � I � ,— rrr ._---- -- -_ -- — �—�� _ ti — -------------------------- PLANT SCHEDULE SYMBOL - -- R W BOTANICAL NAME ----- --- - - -- --= b; �;��= =� ' SPEC. REMARKS CALIPER HEIGHT SPREAD HEIGHT SPREAD ., '." ,\ •''`. "' `` w I \ '�\ \ \ I..'��` ...,. '�•,^- __-- ._s2,...- �-�5...:r � ., o fs-- - _ ,moo___ - n.._.. .........a- ____.s..,� - --- - -- - -:. ,- .. r--.^— •0 CZ C0 w 0 co .�._..._. � _ „ PIN OAK (Min.) N/A N/A 60' -70' 25-45' B &B Medium Deciduous ,<A VEY 3 PC Pistacia chinensis CHINESE PISTACHE (Min.) N/A N/A 50' -60' 20' -30' B&B Medium Deciduous ;. M 1 NS N ssa s vatica y Yl BLACK TUPELO (Min) N/A N/A 65' -85' 20' -30' B &B Medium Deciduous ✓'O / J/ J J I r✓ / rr J/ Yll J / / r / N ,r / ,.r -''.� r,,. � ., / rr ,�'� Jr r'• / / .�° r'' ''r / Jr rr rr� �'' / � I a .,r ...'� 1 _.. rr J'� rJ ; �r / rr ..'' .rr ' Jr !'• .!r _/J /r - J'.+ _ / 7 ti 4� i � I � ,— rrr ._---- -- -_ -- — �—�� _ ti — -------------------------- PLANT SCHEDULE SYMBOL TOTAL QUAN. ABBR. BOTANICAL NAME COMMON NAME SIZE MATURE SIZE SPEC. REMARKS CALIPER HEIGHT SPREAD HEIGHT SPREAD 000 CO C\2 M CO OCQ W •0 CZ C0 w 0 3 QP Quercus Palustris PIN OAK (Min.) N/A N/A 60' -70' 25-45' B &B Medium Deciduous ,<A VEY 3 PC Pistacia chinensis CHINESE PISTACHE (Min.) N/A N/A 50' -60' 20' -30' B&B Medium Deciduous ;. M 1 NS N ssa s vatica y Yl BLACK TUPELO (Min) N/A N/A 65' -85' 20' -30' B &B Medium Deciduous 3.5" 3 PO Platanus occidentalis SYCAMORE (Min,) N/A N/A 75' -90' 60' -70' B&B Large Deciduous 7 JC Juniperus chinesis hetzii CHINESE JUNIPER N/A N/A N/A 3' 15' CONT. Evergreen Shrub 7 VP Viburrum x pregense PRAGUE VIBURNUM N/A N/A N/A 3' 8' CONT. Evergreen Shrub Q 5 MC Myrica cerifera WAX MYRTLE N/A N/A N/A 3' 10' CONT. Shrub 11 IV Ilex vomitoria YAUPON HOLLY N/A N/A N/A 3' 8' CONT. Shrub LT H p BRIAN C. MITCHELL Lic, No, 035724 05/15114 , 2 O Ile U) Q �O w � N I-ty w w � w a REVISIONS DATE ITEM 01107113 PER COMMENTS 02125113 PER COMMENTS DATE 07/20/12 SCALE I" = 30' PROJECT MANAGER BRL4N C. MITCHELL, P.E. CHECKED BY PROD.# 20070105 SHEET # C - 8 , O O� LO O Ell- 000 CO C\2 M CO OCQ W •0 CZ C0 w .r-j b �U.� U 0 „o � 4 Z CO W 0 0 W W CC) W O O 4 LT H p BRIAN C. MITCHELL Lic, No, 035724 05/15114 , 2 O Ile U) Q �O w � N I-ty w w � w a REVISIONS DATE ITEM 01107113 PER COMMENTS 02125113 PER COMMENTS DATE 07/20/12 SCALE I" = 30' PROJECT MANAGER BRL4N C. MITCHELL, P.E. CHECKED BY PROD.# 20070105 SHEET # C - 8 ,