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HomeMy WebLinkAboutWPO201800016 Plan - VSMP 2021-09-20a 14 SITE DATA: TAX MAP PARCEL AND OWNER INFO: TOTAL SITE AREA: 544 ACRES LIMITS OF DISTURBANCE: 1.90 ACRES ZONING: R-1 RESIDENTIAL 07500-00-00-06300 UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904 Ike] 91 91 q i! 1llly MIS HTiNN1e11Zele] 191eI/llJ M] 1. PROPOSED USE: RECREATIONAL TRAIL UTILITIES: ACSA DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED BIRDWOOD PEDESTRIAN PLAN VSMP PLAN WPO 201800016 CITY OF CHARLOTTESVILLE, VIRGINIA 09/20/2021 ROgo °l O C9 O v/ co PROJECT LOCATION J Z f s =�P a VICINITY MAP SCALE: 1" = 1,000' OWNER: UNIVERSITY OF VRIGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: CHRIS SCHOOLEY TELEPHONE: (434) 982-4848 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: (434) 327-1681 Sheet List Table Sheet Number Sheet Title CO.0 WPO COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PHASE I C3.3 EROSION AND SEDIMENT CONTROL PHASE I C3.4 EROSION AND SEDIMENT CONTROL PHASE II C3.5 EROSION AND SEDIMENT CONTROL PHASE II C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT PLAN C4.2 LAYOUT PLAN C4.3 LAYOUT PLAN C4.4 LAYOUT PLAN C4.5 LAYOUT PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C5.2 GRADING AND DRAINAGE PLAN C5.3 GRADING AND DRAINAGE PLAN C5.4 GRADING AND DRAINAGE PLAN C5.5 GRADING AND DRAINAGE PLAN C6.0 STORMWATER SUMMARY PLAN C6.1 STORMWATER SUMMARY PLAN C8.0 STORM PROFILES 1-0.0 OVERALL LANDSCAPE PLAN 1-1.0 LANDSCAPE PLAN 11.1 LANDSCAPE PLAN 11.2 LANDSCAPE PLAN 11.3 LANDSCAPE PLAN 11.4 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL SHEETS = 32 NOTE: SEE REVISED BIRDWOOD GOLF COURSE WPO 201800016 AMENDMENT FOR STORMWATER MANAGEMENT QUANTITY AND QUALITY SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVAL DATE ,L.\L rH OF 77-1 o dl 2 0 SHOWALTER y Lie. No. 0402057151 "�►� 09/20/2021 �sS�ONA1 am O cc f Z O U U LU W 0 Z O W cke DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY 1. SHOWAL7 SCALE N/A z ^J z �aQ LL ~ Z > LU W O 0 S U W o O w J Q a 0LU w Om J Q 0 0 m L ENGINEERING H IOB NO. 49370 SHEET NO. C0.0 GENERALNOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. 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. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 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 GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) SITE PLAN LEGEND 101 WATER STORM PIPE 100 STORM MANHOLE 100 DROP INLET & STRUCTURE NO CURB CURB & GUTTER _ = LIMITS OF DISTURBANCE X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR r TC 725.94 PROPOSED SPOT ELEVATION O PARKING COUNT GRADING TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS FC = FACE OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 111I VX J4 SHOWALTER y he \n.04021057151 09/20/2021 �FSS/r/NAt V'.j M E 0 N u N C > E w a E W LL o oL6 Q< j U EO W J-N ., WN am, v 3:j �x na c. N w oQ � Vv LD C cn rn O N � M a� W J mH V) 0 0 x L9 H w w_ 2 U z O 0 O am O ce z O f f z 0 a LJ rn W z 0 N w w Q DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWAL7 SCALE N/A �z Q ~ J LL ct� I- > Lu Lu W O U Z Q LLJ Q w Lu coPaz O O 3^^ 0 W L H JOB NO. 49370 SHEET NO. C1.0 FIGURE A-6 Ramp Up I" SPEED TABLE Er ild A oa A Table Ramp Up A Cross section AA I r�� ra.. ar• ar• ar• Flat "table" area 1. f.r.. 22,-0„ NOTES: 1. For appropriate application, see FIGURE A— Subdivision street characteristics pertaining to the selection of traffic calming devices in this document. 2. The flat "table' area length of 11 feet accommodates a typical passenger car wheelbase entirely on the top, but if extended may accommodate other vehicle wheelbases if desired. A length of 20 feet accommodates a typical single unit truck (AASHTO SU-30). 3. Per the 2009 MUTCD: i. Section 3B.25 —speed hump (table) markings are not required but if used they must comply with options per Section 3B.25. ii. Section 2C.29 - warning sign W 17-1 is optional but if used, should include the advisory speed plaque (W13-1) and: the sign may use "Speed Bump" instead of "Speed Hump." 4. Leave gutter pan open to facilitate drainage. 5. A 12" wide, 1" depth grind around the perimeter of the device is recommended in order to allow the surface course to be keyed into the pavement for a more durable application, particularly for snow plowing. SPEED TABLE No Scale NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% a a.. 4. 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER SOLID WHITE LINE 24" SIGN STOP (TYP.) : STD. U POST e a ''. !, '. + DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS GALVANIZED NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. h� 12 STD. (VARIES) R1-1 CONCRETE SIDEWALK PAVEMENT SECTION No Scale CONTROL JOINT SPACED AT WIDTH OF WALK NOTE SCORING TO FOLLOW TYPICAL PATTERN AS REFERENCED IN SITE SPECIFICATIONS UNLESS OTHERWISE DETAILED IN LANDSCAPE PLANS. STOP BAR DETAIL NO SCALE SOLID WHITE LINE 6' 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL POST TO BE DRIVEN SIGN AND POST DETAIL No Scale B(1)-26 H. CURB AND GUTTER DESIGNS The Department does not require the use of curb and gutter on subdivision streets but recognizes that it is an acceptable design aftemative and preferred in high density developments. Curb and gutter designs shown in Figure 5 are appropriate for Subdivision streets. 6 Face d' Curb 5 Face of Curb .r R-z• fz. z---i�12" - D to T R-2• 2'� Curb Std. CG-6 Foce of Curb invert Line r r� r R-lS' D N:_� my N r } 2' Rolltop Curb 2" .�..I Curb Sfd.CG-7 i�ft Ed of oveme t Ribbon Curb Slope t match adjacent loadwoy 5lope ape pe -po .ape �1� 2 1yy Ribbon Curb FIGURE 5 — CURB AND GUTTER DETAILS' The following notes apply to CG-6, CG-7 and RolOop curb: 1. Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in place using Class A3 hydraulic cement concrete. 2. When used with stabilized, open -graded drainage layers, the bottom of the curb and gutter shall be constructed parallel to the slope of the sub -base courses and to the depth of the pavement but not less than the thickness shown. Rev. 1/10 ROLL TOP CURB No Scale R= %a' COMPACTED SUBGRADE EXPANSION JOINT AT %X-91=- ,' PREMOLDED EXPANSION FILLER r— CONIC. WALK 4" 21-B STONE 2.0" VDOT SM-9.5A (PLACED IN A SINGLE LIFT) 3.0" VDOT IM-19.OA (PLACED IN A SINGLE LIFT; 0" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2.0" VDOT SM-9.5A (PLACED IN A SINGLE LIFT) YPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION Asphalt Pavement Restoration Detail for Open Cut Utility Installations Mill & real sas 12" min. min. 1.5' min. 10" min. NOTES: * Asphalt Concrete Surface Material: SM-9.5A for ADT < 10,000 SM-9.513 for ADT > 10,000 The district administrator's designee shall determine the restoration requirements for other pavement types. Trench width and pipe bedding shall be in accordance with VDOT Std. PBA *** 12 inches minimum beyond the edge of the trench on longitudinal open cuts, or 25 feet minimum beyond the trench centerline on perpendicular open cuts, or as determined by the district administrator's designee. Date: August 27, 2014 Saw -cut existing pavement to the full depth of asphalt11 Asphalt Concrete Surface Material* Mill & resurface tts \ 12" min. Asphalt Concrete Base, Type BM-25.OA Aggregate Base Material, Type I Size No. 21A or 21 B 7.5" total asphalt concrete pavement depth or equal to ,the depth of existing asphalt concrete, whichever is greater Sub -base course depth shall be 10" or equal to depth of existing sub -base, whichever is greater " Bench Horizontal and vertical surfaces 6 Bell( ll shall be tacked with RC-250 liquid Mir Min. asphalt at a rate of 0.1 gallon per BY, or as determined by the district administrator's designee Select Material Type I with minimum CBR = 30 Class I ll material in accordance with Section 302 of the Road and Bridge Specifications No. 26 or 27 aggregate pipe bedding in accordance with Sections 205 & 302 of the Road and Bridge Specifications n � j'XLTH pF O� L UA.>Tli-IN 4C SHON',kLTLR 9 Lic. No. 0402057151 P 09/20/2021 C �2ss/r1NAl z O a U m W 0 Z O > W !Y DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY 1. 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THE SOUTHERN PROPERTY LINE IS BOUND BY RESIDENTIAL AND COMMERCIAL PROPERTIES. THE WESTERN PROPERTY LINE IS BOUND BY FOREST. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A MIDDLE SCHOOL AND PRESCHOOL. PERMITTING THE OWNER SHALL OBTAIN ALL REQUIRED STATE AND FEDERAL PERMITS INCLUDING VDEQ INDIVIDUAL PERMIT, VRMC GENERAL PERMIT, OR US ACE NATIONWIDE PERMIT (WETLAND IMPACTS)ETC. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED AS PART OF CONSTRUCTION. CRITICAL EROSION AREAS THERE ARE NO CRITICAL SLOPES ON SITE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS STORMWATER WILL BE MANAGED THROUGH THE SAME APPROACH AS THE BIRDWOOD GOLF COURSE PLAN. SEE WPO AMENDMENT FOR INFORMATION AND CALCULATIONS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. 4. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 5. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIEMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PRPOSE IS TO PREVENT SEDIMENT FROM LEAVING THE SITE. VEGETATIVE PRACTICES: 6. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 7. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 8. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 9. MULCHING - 3.35 APPLICATION OF PLANT RESIDUE OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS' AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S o INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO i THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CULVERT INLET PROTECTION, INLET PROTECTION, SILT FENCE, AND CONSTRUCTION ENTRANCES. 3. FILL AROUND AND OVER CULVERTS MAINTAINING FILL DIVERSION TO TEMPORARY SLOPE DRAINS PROTECTED WITH CULVERT INLET PROTECTION. 4. AFTER ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE ° WORK CAN BEGIN. 0 5. ROUGH GRADE PROJECT AREA. i 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT 15 TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS- 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN 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, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 2D - ALBEMARLE FINE SANDY LOAM, 15 TO 25 PERCENT SLOPES, 25 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: C 3C - ALBEMARLE VERY STONY FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 35 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: C 4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 14D - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 14E - CHESTER LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 15D - CHESTER VERY STONY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 21B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 27D - ELIOAK LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 29D - FAUQUIER SILT LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: C 34D - GLENELG LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36C - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36D - HAYESVILLE LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 37D3 - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47D - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47E - LOUISBURG SANDY LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 54C- MAYODAN LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 65B - PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, 48 TO 80 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: A 88 - UDORTHENTS, LOAMY, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES 94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS LOLIUM MULTI-FLORUM & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 PS (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) ' SEE SLOPE STABILIZATION SEED MIX ` USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE " SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. TS PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale W \I I i Vx Ni SHOULTER v he \n.04U=057151 09/20/2021 rv4� k251v10N At i:�`C` M E 0 N U > E E W LL O L Q<j UEO W J-N M WN am, v z�� 3: j na cc N LL oQ Vv LD Ch C Ch O N M D] J m� Z O a u LJ rn W Z O N i W w a DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY 1. SHOWAL7 SCALE N/A H Q F- z o ^< Q z w I..L < z LU F- 0 0 W o U Q w wC O m G a '-' 0 Ly Q C) a M� z o O 0 w L H JOB NO. 49370 SHEET NO. C3.0 SILT FENCE CULVERT INLET PROTECTION 'j; j'XLTH OF 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TRENCH UPSLOPIE ALONG THE LINE OF TO THE POSTS. ENDWALL OCR L ' �0 SPACING BETWEEN CHECK DAMS POSTS. 6' TOE OF S�?'^` J �i w»>nr l FILL CULVERT U�.%THAN 1t SHON,�LTL'R 9 TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION SHALLOW BLANKET) 0 w A B - L LIc. No. 0402057151 �O� 09/20/2021rcu� FLOW _ SLOPE II �sS/r)N - j ON SHALLOW SLOPES, STRIPS NETTING DISTANCE IS 6' MINIMUM A l Cam"` 4-1 IIII PROTECTIVE COVERINGS MAY BE APPLIED * TOE OF IF FLOW IS TOWARD _ 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE ACROSS THE SLOPE. ' ' FILL EMBANKMENT L = THE DISTANCE SUCH THAT POINTS A THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. WHERE THERE IS A BERM AT THE SILT AND B ARE OF EQUAL ELEVATION M E INTO THE TRENCH. TOP OF THE SLOPE, BRING THE BERM FENCE o N MATERIAL OVER THE BERM AND - - - - - FLOW � STEEP ANCHOR IT BEHIND THE BERM. - _ SLOPE "OPTIONAL STONE COMBINATION 2 ACRES OR LESS OF DRAINAGE AREA: > E v E _ ONSTEEP SLOPES, APPLY PROTECTIVE1 2-10 ACRES OF DRAINAGE AREA:FLOW�: _ 01o, -1' COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. a LL o 3 p w ^ 6„ BRING MATERIAL DOWN TO 3. 3` w0� a J p �° z O EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. A LEVEL AREA BEFORE TERMINATING THE 4 FLOW 2.5' FILTER FILTER CLOTH CLOTH a o N p W N a FILTER FABR INSTALLATION. TURN THE 12" OPTIONAL (OPTIONAL) DOWNSTREAM VIE (OPTIONAL) (DOWNSTREAM VIEW) ( z ° a l '� LJ DITCH FLOW END UNDER 4" AND STAPLE "VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I �' `) a w "- -III=I I= SF =III= - =III=11I- IN DITCHES, APPLY PROTECTIVE COVERING O HORSESHOE WHEN HIGH VELOCITY OF FLOW CIP IS EXPECTED z0 Ln -•' O PARALLEL TO THE DIRECTION OF FLOW. 3.08-1 VDOT #1 COARSE VDOT #1 COARSE Ln AGGREGATE AGGREGATE N w CULVERT INLET PROTECTION USE CHECK SLOTS AS REQUIRED. AVOID o JOINING MATERIAL IN THE CENTER OF THE FLOW_ ?•� 3'. FLOW ?7 3'. a v CONSTRUCTION OF A SILT FENCE DITCH IF AT ALL POSSIBLE. No Scale o w `CLASS I RIPRAP No Scale SfONF BM 3.36-1 O 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE OR 3/4 OF DITCH HEIGHT C'D 3.20 0 70' MIN. CONST3UC710?i ALONG THE LINE OF STAKES. i� _ AJCESS 3 SV 2A ASPhALT TOP COURSE 2% 6' p SOIL STABILIZATION BLANKET (TREATMENT-1) ROCK CHECK DAM 21' -, ,.^, P°•` - �i i I No Scale No Scale MANE-- 6 MiN. 21A A6GRE6AIt BASE TYPICAL VESCH TREATMENT - 1 SOIL STABILIZATION BLANKET ( � / ' /c�'� �� � - � FLOW w w H INSTALLATION CRITERIA 4 0 PROFILE Q NOTES 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE DATE ANCHOR EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 7D' M'N. SLOT APPROXIMATELY 200 STAPLES REQUIRED GRAVEL CURB INLET SEDIMENT FILTER > aNsruu::I1oN ASPHALT PAvEJ ;GGESS AASHRACK PER 100 F MATERIAL ANCHOR SLOTS, JUUNCTION SLOTS & p 09/20/2021 I CHECK SLOTS TO BE BURIED 6" TO 12". �j } DRAWN BY r EXIST -'} 27 2% + PA'dFe'F F\ VTR 12"MAX. 4:1 OR FLATTER % % - % 1;::� - A. MABEE `2' MiN.� '�- 2% JUNCTION N 4:1_ I 6" MAX. STEEPER THASLOT EDGE AND END JOINTS FLO DESIGNED BY CHECK SLOT TO BE SNUGLY ABUTTED I I I 1 1 1 1 1 1 1 /� oanwnGF V exr_Na F LL uIDTH L e TO TO SEDW EN- INGRESS AN7 � TERMINAL FOLD (JUTE MESH WILL HAVE 1 LAP JOINT 2" MIN. STAPLED LAP JOINT IN 1 (JUTE SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) / A. MABEE CHECKED BY OF EGRESS TRA�P!NG DEVICE LIEU OF EDGE JOINT) 1 1 1 1 1 I • SPERATIOv MESH ONLY) 1 PLAN TAMP FIRMLY 1 1 J. SHOWALTER ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3' 1 MAX. STEEPER THAN 4:1 1 3, FLOW MAX. • • 1 1 12 SCALE j' 12 ulv YG,:IIvL UHAINAhL 1 A A B ��� GRAVEL FILTER' RUNOFF WATER WIRE MESH • _% TO SE-1JFNT - IRAPPING DNICEINJ CHECKSLOT 1 1 1 11 1 1 _ _ FILTERED WATER • _ \\ b 1"TQZ" � -- FILTER Cl C-IL SECTION A -A � 1 TAMP FIRMLY CHECK SLOT 1 1 1 1 1 1 1 1 1 1 POINTS A SHOULD BE HIGHER THAN POINT B. `' "�'''' CO t--VAR. .? Illllllllllllll Witter tap Of 1 inch iiuLgt be installed With a I117I1111AAll 1 Inch I)allcoc C Shutoff F'ah'e 5lipp(ylilQ a Wash hosewith a ihallletel' Of 1. 111Ch¢5 foradequate 2�, (V 0L7 0 ~ DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SEDIMENT <: CONCRETE - - C OIIStallt pl e9$In'¢. �Va911 Wflt¢I IlRl6t he carried away' fr011l the e11ha11Ce LO all t0 All he front = STAPLE FORMED FROM NO.11 STEEL WIRE. CHECK SLOTS AT MIN. 50' C-C INTERVALS; NOT REWD WITH SF 3.05-2 GUTTER CURB INLET 12" approved yettlitla area reinove ?ediment. SectllllCllt sha0 prevented S STAPLE MIN. LENGTH FOR SANDY SOIL. ALL COMBINATION BLANKETS elltelills StOtIIl draltl5, ditches 6r Watel'C011i'3e5. 6-STAPLE MIN. LENGTH FOR OTHER SOIL. 'GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. JUNCTION SLOT SILT FENCE (W/O WIRE SUPPORT) PAVED WASH RACK TAMP FIRMLY TERMINAL FOLD No Scale NO SCALE TAMP FIRMLY SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 2" 1 0 CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO J PCE 2" CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ^ BM � 3.36-2 I P 3.07- 6 I..L El L-I LE] L-1 L-I PAVED CONSTRUCTION ENTRANCE SOIL STABILIZATION BLANKET TREATMENT-1 -- - - STORMWATER INLET PROTECTION Q No Scale No Scale No Scale uu ICI Q STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION z FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST - ERNST CONSERVATION SEEDS RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 ❑EIE 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN U ON CENTER. EVERY NINTH POST SHALL SILT FENCE DROP INLET PROTECTION > EIEIE �■ CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE 2 X WOOD DROP INLET WITH uj ■■ ❑�l]■ ■ l FRAME GRATE BOTANICAL NAME COMMON NAME DOOR ON DO FENCE AS A TREE PROTECTION FENCE. 0 PRICE/LB TP NO SCALE O 3.38 FRAME 1.5' '-" �: I; p-� O 30.00°k FESTUCARUBRA CREEPING RED FESCUE 1.90 MAX. - " ) W TREE PROTECTIONLu Q 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 ,. ,:- ..,_ :. .�:.. ::: ,- No Scale 3' �Z/^� 'FASTBALL RGL' 'FASTBALL RGL' MIN. w (TURF TYPE) --- GATHER EXCESS AT �D O a 20.00% PHLEUM PRA TENSE, TIMOTHY, 'CLIMAX' 1.20 'CLIMAX' PERSPECTIVE VIEW U-iU CORNERS O PERSPECTIVE VIEWS 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 W I Q ALBANY PINE BUSH- ALBANY PINE BUSH - NYECOTYPE NY ECOTYPE STAKE FABRIC 8.00% AGROSTISALBA REDTOP 8.00 100% MIX PRICE/LB BULK: $3.61 ca�r3lo-treT M�FIT�%Rf MIN. SEEDING RATE: 40-60 LB PER ACRE WIREP DETAIL A WOODLAND OPENINGS FABRIC yj LINEPOSTELEVATION CONVENTIONAL _; 10 GROUND LINE OF STAKE AND FABRIC ORIENTATION THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR S METAL ICI OR `` MAX. AX' WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX T 5 MIN. U)POSTS BRACING CONCRETE FOOTING FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING PERSPECTIVE VIEW PERSPECTIVE VIEW SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION APPLICABLE WHERE THE INLET ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE PLASTIC FENCE METAL FENCE DRAINS A RELATIVELY FLAT AREA (SLOPE OPE NO GREATER THAN 5%) WHERE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE - THE MIX WILL NOT. TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. JOB NO. 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No. 0402,057151 09/20/2021 �t�,� Ll�slvOIN A t C�`6 M E O N O N C >E w ai E Y LL 3 LL O w O m ti Qn j U m CD CD M U W IN N v Z y �OLnx C " w Ln = IT c U j N Q 0 '^ m N a� W J 10 �- z O u N W 0 z O N w W Q 0 DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1 "=20' z J z Q a_ z W 0=D Lu o 0 ^ W LL J a J Lu W 0 m J a 0 M� W JOB NO. 49370 SHEET NO. C4.2 0 3 a N 0 2 0 �a v 0 20 T�z 00 22 02 F E o o C y dL 0 0 O� O�m -j N Od me �0 F 0 �06 ` o 2 n .2 Y° 0 N X C N O U 2 , C 0 c Eo c 3 @ 0 o c, c 75 a 16 S 0 0 N N y R U c 2 (. 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I I l I mx[ne., / 300 0.72 1 l l l I I I l l 1 I I I I I 1\ I I I I \ > \1 \ / ,/ lI/ If o \_ {y r I I ( _ 1 x I\I / �\\ //l l / I 1 I I /( \ I l /' 1 ! — 1 'rAs• 1 \ I \\ I I f I / / / l \ \ \\ \I \\ / I \ ( \ \ x , 1 I s• aah\p1YEf \ � / / / / / a _ — —— — = _ % �_ � _ — -- —_'�'_%� " I 1 / / \ \ \ / / / / l l l ITj 1 1 \ \ / \ \ \ \ \ \ _ I I I I � \ T ` r / / / / \ \ \ I / I / / f f 1 / \ ) / / —J ' , / lm I.F] ;// •� \\ _-- r LEGEND: STR# C \ I/ I I\\ � AREA uve , I1 I �I , I I III I / if I/ / I/ / i 1 I I IIIIIII \\\ /° I 111 I /r' _J /' �' / I\ \\\l I / I' ` �� �__=Q=�_'=—'ft,'=�� __�-\\�\• / �°T°�',/ I ,—L �, / / , I l 1 1 I l 1 _ / / I I I _ \` 'T' / , 1 1 J l f , / d �_\ / J I I ! / , , / • `�\)IIII Im / ® ' C /� cIIIIII �S, NLTH 0p t' ; 110Tti•1\ .1. 5HOW:1iTE y I.Ic. No. 040=0S7151 09/20/202 N Z 0 Lm w Q t] DATE 0912012021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY J. SHOWALTER SCALE 1 "=S0' G2 J a z z g a z cj� CQ W :D Q z Lf) W OU cl� ^ w w LU m 0 a O o V) C) W JOB NO. 49370 SHEET N0. C6.1 s a ai N c L w �a1.ALFH O� „_ \111 lX 4C SHOH'.kLTER v Lic �n.04U_057151 ��O 09/20/2021 rvty� m �. ui ��SS�LjN A l ,,t.6 2 (M p Ig O L O` u7 O` .. N Z= 0 eD ~ O O ~ O G O M O uj (O � N �yy (O O) co V O ri E m} � F COMaO� uy m �o?LO C V t°i M O�Loz 0 MNuOY� -�u0� N M N O NQ(L > o�az 0 a0 0 � LO a o �F0>> oH0> ���� >E 570 o~Z z �cn~z 570 � o W u 0 ~ V °U1i 3 o�O> Qwo V U) OQ mti K W L M a O O w J U N O 2 v ., 0 4 H V ti> ON r 1,0 ON M OMO z W °� a' ^� UN(O Lo �p Out 3Q: Q O x U) lIJ M+°OH =+O K K L j w (�C1Z p0uOY= ��i�OZ p Q ❑ o O N�� ll� iiQd (nx vN Z M 575 W o? N 575 555 o 555 V u 0 co Nh U"m�u� �m LEO w oj to M a �Z �O LO0PROPOSEDm H P�� O�O> 575 W Z (o Go ~ 575 vi 0 x C9 Al w w w = a a o z 0 D; DATE 0912012021 O DRAWN BY A. MABEE 5 ® DESIGNED BY • A. MABEE • CHECKED BY 9+50 STR0+00 300 - EX STR 11+00 9+50 10+00 STR 200 -STR EX 11+00 9+50 10+00 11+00 STR 1062+0STR 100 13+00 14+00 14+50 9+50 10+00 STR 402 -STR 400 11+00 0 J. SHOWALTER 0 50 PROFILE SCALE • SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 1"=50' LD204 PROJECT Birdwood Pedestrian Path DESIGNER: A. Mabee DATE 9/20/2021 • CHECKED: J. Showalter UNITS ENGLISH z 0 J z Q Z L u C2 (D J a ILL ' r' O n W r a Q N O N w U 0 N W o J N W OCQ oQ � d w � o p'] a O J Q a O J La-229 PROJECT: B'rdwoodPedestrian Path _ Designed by: A. Mabee x STORM SEWER DESIGN COMPUTATIONS LCCATION: AltremmleCounty Q 0 dCOUNTY: Charlottesville Chechedby: J.Shmalter °° STORM FREQUENCY 10 c UNITS ENGLISH �� o W v 'o L N ED i� 0 m a A N N d 0 3 JOB N0. a 49370 r M SHEET NO. M C7.0 EXISTING GRADE 570 570 565 565 29.73' OF 15" HDPE @ 1.00% 560 560 EXISTING GRADE 570 570 565 I 565 201 28.22' OF 560 15" HDPE 560 555 555 o. 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' ' /' I V 1 I ++4+++ EXISTING TREE / 1 ' + ++l�++ � TO REMAIN ++ + + + + / AREA FOR RELOCATEp / / I I + t++ / +++++/ PLANTINGS / / / ' ' / v COI�C /1 I 1 / / ' // /' ' I / �+++++ / /' l ' \r / J/ +++ +++ CONC + ++ +$++++ / I+++4+++ \ v v A v v +++++++ + ++++ �' ,/ // '' / ' , , // r,.�• +++ + + ® -/'/ �/ \ I 1 f --- / _ ++ / \\� � I / / 00', I I I I I I I / RELOCATE PLANTINGS AS NEEDED %++ TO ACCOMMODATE SIDEWALK + + + +++ / \ \ iV +++ LEGEND / 1 _ _ _ - _ - - _ _ - �_ _ _ _ _ _ _ _ _ � _ - _ _ _ - _ ' +++++++++ EXISTING PLANTINGS TO REMAIN o fl / / SCALEI"=20' ------ - - -' -- / ' - ,------- — / AREA FOR RELOCATEDE PLANTINGS 0 20' 40' DATE 0910812021 DRAWN BY N. RACHNER DESIGNED BY F HANCOCK CHECKED BY F. HANCOCK SCALE 1 "=20' JOB NO. 49370 SHEET NO. L1.4 L -7 HEIGHT VARIES WITH PLANTS 12" MIN. t EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE RUB 8 ACER RUBRUM RED MAPLE 2.5" CAL. B&B QUE BIC 1 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B QUE RUB 1 QUERCUS RUBRA RED OAK 2.5" CAL. B&B LEGEND ■ TURF EXISTING MEADOW PLANTINGS TO REMAIN TRIANGULAR INFILL SPACING PROPOSED MEADOW PLANTINGS TO MATCH EXISTING MIX PLANT PERIMETER AT INDICATED SPACING PROPOSED SHRUB AND ORNAMENTAL GRASSES PLANTINGS +++++++++ +++++++++ EXISTING PLANTINGS TO REMAIN + + + + PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED AREA FOR RELOCATEDE PLANTINGS PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following Items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSE REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 INSTALL SHRUBS SO THAT I TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP % OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT I ldh_dh II7III III _ 3 X ROOTBALL DIAMETER DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS GENERAL NOTES PRE -CONSTRUCTION :W. III Wo. 14 09/20/21 ^� E 0 0 u N � N 0 > E w v E LU Q LL 3 p LL 0 w O `m < W M � j i52 J — ui M M d Lu co U W U1 � Q � X U-) _ N =v>M F ¢ . 0 O' Y ON N W M d � 00 J O W V] H Z O a_ U L7 vI w p Z O N W ri w Q p DATE 0910812021 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. am NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. PLAN VIEW • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND ^ ROOT BALL REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY I..L U) STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT _J O PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, Q TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. LLJ 12 GAUGE GALVANIZED WIRE • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER Q Q 3-2"x2" HARDWOOD STAKES AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED Z PER TEST RESULTS TO ENSURE PLANT HEALTH. (D GALVANIZED WIRE GUY CONSTRUCTION/INSTALLATION > Q 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS LU AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY z LU 8' 2"x2" HARDWOOD STAKE, Q CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT 2'-6" MIN BELOW SURFACE. U CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" U O STAKE SHALL BE DRIVEN A MIN • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND w z 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. Q LU • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING Q 2:CL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. to KEEP 4-6" AWAY FROM TRUNKFLARE AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT O coQ INTERFERE WITH SIGHT DISTANCES. Q U SET ROOTBALL FLUSH TO GRADE OR 1-2" • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL HIGHER IN SLOWLY DRAINING SOILS. DO DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE O Q NOT COVER THE TOP OF THE ROOTBALL BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WITH SOIL. ROOTFLARE SHALL BE VISIBLE WHICH AFFECTS THE GUARANTEE. z ABOVE FINISHED GRADE INSPECTIONS/GUARANTEE Q 6" SAUCER • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 0 BACKFILL PLANTING PIT WITH NATIVE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL SOIL. INCORPORATE SLOW -RELEASE VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD GRANULAR FERTILIZER PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A M _ FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. LJJ —III 1" COMPOST LAYER • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS PLACE ROOTBALL ON INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS UNEXCAVATED OR TAMPED SOIL RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND NOTE: ONLY STAKE TREES WITH THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE LARGE CROWNS, 2" CALIPER OR CONTRACTOR. GREATER, IF LOCATED ON WINDY • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR SITES, OR WHERE TAMPERING COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT MAY OCCUR. OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE — CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. JOB NO. 49370 SHEET NO. L2.0 L