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Home My WebLink AboutSDP202100075 Plan - Revision 2021-09-20SITE 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! 1 &&*] 0110 HTiNN1e11Ze1e] 191419111 M] 1. PROPOSED USE: RECREATIONAL TRAIL UTILITIES: ACSA DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED BIRDWOOD PEDESTRIAN PLAN MINOR SITE PLAN AMENDMENT #1 SDP201700058 CITY OF CHARLOTTESVILLE, VIRGINIA 09/20/2021 ROgo °l O C9 O v/ C° PROJECT LOCATION co 1 J' 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 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS G3.1 EROSION AND SEDIMENT C;OPJROI= PHASE G3.2 EROSION AND SEDIMENT GC)NTROL PHASE L PHASE!' G3.5 EROSION AND SEDIMENT GC)NTR0I= PHASE 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 ST-ORNANAT-PIR 21IMMARY PI AN G8.9 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 = 23 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVAL DATE ,L.\L rH OF 77-1 o dl 2 Lie. No. 0402057151 k 09/20/2021 Lss�QNA1 Gt`.rl am O cc f Z O U U LU W 0 Z O LU W cke DATE 09/20/2021 DRAWN BY A. MABEE DESIGNED BY A. MABEE CHECKED BY 1. SHOWAL7 SCALE N/A z ^J z aQ z LU LU 0 z 0 > O LU J U 0LU Q 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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MABEE \ L DESIGNED BY ' \ / / \ ' \\ \\ \ \ \-----_''/ ! / / ,' / \=- - -/,,_/ /, // / , / , // \\ // / I I I 1 I 1 I I I\ \ \ I ____- • A.MABEE /O� ' / / / / / / / , \\ , I I �// \------ CHECKED BY / / I ®I \' _�—_------- • J.SHOWALTER \ — _ ` — / — — — — — / ' / / / ' — _ / / ' / ' / _ _ ' / — — — _ _ — — — — '_ _ / ' / / ' / / / / / /'/ / \ I 1 — \� — _ — — — — • SCALE DENSE TREES DEYSE gyp/ 102 556 558 / _ 101�\ 100 > / /� //_ BEN U Z \ / / \ // / / / / _ _ / / / ! i Fi Q 59 LU \ \\\ \\\\\`\ I \\\ ®/'/!'// // /' 103 // / ' �// /� / / /fffggg I ' / _ _ RWAtL, � \\ \ !� // ,// // / // / / / 0 LLJ Ll — — _ - - - - j/'---------- --- Q 56 564 1 6 e \\ \ \ I \ , 1 1 / / / / / ,/ / // l / / /// ,// / / / // ,/ / / / , , / , ,l l ; p i / / ' ' / / , / SCALE 1"=20' roe No. n 49370 �� /� �/'1� / ' �/ �'/ �i %m / 1 mm" ME' �,l �r �� 1 / ' // , I / % / 0 20' 40� SHEET NO. / / / / / ' ' ' ; ; /' /' / TQ h� L lN,� / EET' C5.5 ; / C5.4 s 3 a N C L 01 // l / 1 /1/,// // /// // // / / //l /1/�lk/ //1 _//1 / / / / I h'r_k/ ''/ / 1Il/ ', ' /l // '// l /, 'I / ', /// // / /\❑,❑/ l\//❑/ /l❑ / ❑ / /\❑ \ / /l l❑ / / I1 I I/ 1I/ ❑ I p � I 1 / I' I/ / / , V I\ I / I I ••owZ�x• •wJC• tVi�00�ww rni•- o¢o _v>,DI Tru�MR3� 1\�SHO- JN^ ,1 E } R _Lic. 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SCALE 1 "=20' 0 20' a0' :w. III Wo. 14 09/20/21 N z 0 [no Z O a u InU) w 0 Z O N W w a DATE 0910812021 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=20' JOB NO. 49370 SHEET NO. L1.2 L Xl I I I I I I II I I I / / / ®� / �,PLTH OF COMCA ' I — � _ _ — — k ` / I I I \' r— /, i-,I- \ I I I \\ \/1\\II �\ 11\\, I ,� /,/ \ \ /I\ \ ,I\\\II I /❑ II\\\ '\C\\/ \ \Ii' / / /\ / \\\ l \\X/I I\I i \ �\// `\ \I \\�\' /� + +/II'I / + +/+//// /III / /II / I� /) /�+ I / / l+ % l�II /I l++ �_//I/I /+1l/) / // I / / /+II/l, Ii / /I + ►iI\\` I/ I \+� /1—\+/ \I\/ �I I I1II ��/I �—1I -/ 1+/_/\\� /1� fI1/ / / ll /++++ I ,I— \— --�-- ---- — ••Q=• •OLLOV '•'^NQ'r A.lH�c3-iP W. � L/ Ell tI �0.1409/20121 EK5 --------- ------ - 0/ p- - - - - - - --- - -- - E ui au COMC7 `COM ow2°4� a W � 2 Z5 W--o l. a d o n Lu I aO om Lu 00 �O IT � H I W Q \ Ow DATEcl) 0910812 02Ja0g 1 o Q w DRAWN BY O M.RACHNER DESIGNED BY F. HANCOCK BRCK/P,VER$ CHECKED BY F.HANCOCK .8BLESTQNE — — — — —V-- SCALERUMSLFSTRIP ++ STORM WATER +++++++++++++++++\1EXIST! ++ MANAGEMENT +++ + 0 BASINIE—J++CRETE PATH + + +; + f..�++++++++++ + Q Lu aOSED MEADOW PL MATCH EXISTINGMQ O U UV I a Z W _-------- EXISTING PLANTINGS /TOREMAIN PROPOSED SHRUB €EXISTING TRHS AND ORNAMENTAL 1 TOREMAIN GRASS�S PLANTINGS . TURF -TYP LEGEND EXISTING TURFDRIVING RANGE /4 PROPOSED MEADOW PLANTINGS TO MATCH EXISTING MIX +f++¢+++ / Y6 I I +1+++/ PROPOSED SHRUB AND ORNAMENTAL GRASSES PLANTINGS SCALE 1"=20' oe No. l a ++µ+++� / / /49370 ++++ / , / / / / / , / / / / / / / / / / , / / / 1 +++ � �// ' mmi /� L / )—/ 1� / / L/ —' / I � +++_+. 0 20' 40' SHEET NO. / / / / '/ / / ' IVY TQ H / I/N,. /' SHEET L 1 . 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III ++�++ 0.14 / W6 ++ +++++ , / / / /01 +++q-++ 1 / >++ ++ ,�. �� + +t++++++ + / CONCRETE PATH LTYP +++ / / / / / / // / / / / / / / / / / / / / / / / / / / / E ++ EXISTING PLANTINGS / / / / / / / N g ++ % TO REMAIN 0 +4+ /� / / / / / x +l+l I o l l / l l l / / / / / / l / l / / / / / / l / l w +t++++ 0 o I / / / I / / / / / Lu ++ l l / w —i O ++ + / / / l 1 ! l l / / l / v .. +1 + / 1 I 30VI ++++ l l i l I l l l / / / 1 / � �� c.� EXISTING ry w+ I s= z+ DRIVING RANGE ++ I ' m + / � +++ 0o> + +aM w +++++ / `+++ ++ l I 1 I I I / 00 +µ+++/++ / I I I I r , I I r , l / / / ' o w ++++ + + +++ ++ + / t+ ++ / I I+ + I I I / 1 / / / Al I I I / / / / 0 +t+ + o ++ / I I I 1 +++ / I ++ + X I I1 1I 1 I 1 it ++++ +i+ /� I i i I ' / / �' / ' ' > w / / ' ' w ++++ / / 2 a / / A U p + 411 , ++++,A-++ I I I I I I I I I / l / / / // / / / / / Z '+1++ / I I I I I I I l / / // / l // , _ 1 0 + +*+ / co/ %.. . I I I ('�ql� I 11 I I I I I I I 1 I / / / / � > o i. +++++��++++ I I I 1 I I' I I 1 1 1 1 I 1 O 1 . +-,F+ I I 1 + +++ \ l l l I / / +++ U ++ +++++ I I I 1 1 I / +(}++ I I l / I / / / / l / / (l li ✓++++t I I ( I I I I I I I I I � ' / ' / / / ' i • 1 I I / / I a++++++f I 11 1 I r / +++ ++++ 1 1 I ' Ijy / / / / • o++ ++++ + / q � / / / + +j}+ + I 1 +Ft++ / I 1 / 1 / / / ' / / / /` +++ + 1 I I I I I +++ / +/+++++ � +++ IF I I I I +++ / + + k I I I I I I I I I I 1 / I V' -✓1 / \�'�/l . ,/ +f+�++ + +�++ ++ ++++ +++++ ++++ / +++ , I I I I I I / ++++ ++ ; +�+++ / I, I I I I I I 1 1 1 1 1 1 1 1 I I 11 1 1 I 1 I I I I l If l / 1/ j +++ k�� I I I I 1 I I' 1 1 1 11 1 1 I / I I I I I ' I / I �' I I I 1 / EXISTING, If ' < + + + + / 1 +++ _ ® /`+++++ +++++ I I I 1 PARKING COT / I I I ++ +++ +✓F+ I / +++ I + + I I /Z ++++++++ II /� I I , I I / / 1 ' I I I + ++ I I I I I +++++++ I l If it I I I 1 I , I / II I I I I \ <') '�++++'++++ / I I/ 1 I I I I I I I I I I I I ( I I I \ \ I / / _++++++ / I I I I I, I +++ / I / \ / I I I/ I I I I / + + , I / / / / I / / /' I // / / / /' / +++♦♦I++iF / II I I / \V ' / / /1 I I / I I I ' I 1 / / ' I l 11 l ' ' .•'1'.. ++/! ' ' /' 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