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HomeMy WebLinkAboutARB201900082 Plan - Submittal (First) 2019-09-26O N Y a 0- v CV G) 0 N N 0 C) a NOTES TAX MAP PARCEL AND OWNER INFO: w14 uto URr [Jul -141 ))R1 item] -Z,m PARCEL 60-4OC2 (0.71 ACRES) PARCEL 60-4OC3 (0.42 ACRES) WP COLONNADE LLC 224 14TH STREET NW CHARLOTTESVILLE, VA 22901 ZONING: HC - HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF TOPOGRAPHY: ALBEMARLE COUNTY GIS SOURCE OF BOUNDARY: PLAT DATED 4/412013 ROGER W. RAY & ASSOCIATES, INC. 1717-1B ALLIED STREET CHARLOTTESVILLE, VA 22901 (434) 293 - 3195 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT: 10' (MINIMUM), 30' (MAXIMUM) SIDE AND REAR: ADJ. TO RESIDENTIAL: 50' (STRUCTURE), 20' (PARWNG) ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: VACANT COMMERCIAL LAND PROPOSED USE: 11,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (11,600 SF X O.B) X (1 SPACE / 200 SF) = 47 SPACES PROPOSED PARKING: 45 SPACES ADA PARKING REQUIRED: 2 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 2 SPACES MAXIMUM BUILDING HEIGHT = 65 FEET PROPOSED DISTURBED AREA = 1.03 ACRES EXISTING IMPERVIOUS AREA = 0 ACRES PROPOSED IMPERVIOUS AREA= 0.71 ACRES PROPOSED OPEN SPACE = 0.32 ACRES PROPOSED RECREATION AREA = 0 ACRES LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 11,600 UNITS: SF (GFA) KIR.-JUNI RTi 1 ADT AM PEAK HOUR PM PEAK HOUR 358 IN 9-6 OUT 7 TOTAL 33 IN 11 OUT 30 TOTAL 41 R I nofmw COUIN I I OF ALBEMARLE, VIrKo*4GINIA 111 TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434) 533-0788 GROUPTIMMONS •* PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE:CONTACT: CRAIG KOTARSKI, P.E. 4 lire Sheet List Table Sheet Number Sheet Title CO.O COVER SHEET C1.O NOTES AND DETAILS 1 C1 A NOTES AND DETAILS 2 C1.2 1140TES AND DETAILS 3 C2.0 EXISTING CONDITIONS C4.0 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 SIGHT DISTANCE PROFILE C6.0 STORMWATER SUMMARY PLAN 1-1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL = 11 SHEETS UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE: 260 GPD/1,000 SF=11,600 X 250 GPD/1,000 SF = 2,900 GPD AVERAGE HOUR: 2,900 / 24 =121 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR =121 X 3 = 363 GALLONS PEAR DOMESTIC DEMAND = MAX HOUR X 2 = 363 X 2 = 726 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE: 11,600 SF X (250 GPD PER 1,000 SF) = 2,900 GPD SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE Ll 0 LU d DATE 0510212019 DRAWL! BY K. MELLON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE NIA CD 6 U H GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION, 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. 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 M INIMUM 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 CUIRRENT 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. (N/A) 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 COUNT( 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 OWNERS 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. (NfA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 fit./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 CONSTRUCTIONf 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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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 D-ISCREPANCIES 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 (HORIZONTAL:VERTICAL). 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 OPINIONOF 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. 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 G 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. 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 PRIOR TO FINAL INSPECTION. DISTURBING ACTIVITY, AND ONE WEEK P R T N 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 T00AM TO 9:DDPM. 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. IT 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 50150 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 VVET 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) 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 LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM' FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). LEGEND, ROADS SEWER TRAFFIC STOP BAR �- -- - EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. fl DROP INLET & STRUCTURE NO. WATER CURB CURB & GUTTER EXISTING WATER LINE DRY CURB & GUTTER e w PROPOSED WATER LINE PROPOSED PAVEMENT '-"e .60 PROPOSED VALVE PAVED DITCH 1T}' a PROPOSED TAPPING SLEEVE JUTE MESH DITCH �- PROPOSED FIRE HYDRANT (COMPLETE) CENTERLINE OF DITCH GRADING BENCH MARK TC = TOP OF CURB ®� CLEARING LIMITS BC = BACK OF CURB EP = EDGE OF PAVEMENT R-1 VDOT STANDARD STOP SIGN TW = TOP OF WALL BW = BOTTOM OF WALL EXISTING CONTOUR TS = TOP OF STAIRS BS = BOTTOM OF STAIRS 200 - PROPOSED CONTOUR N/A = NOT APPLICABLE TO THIS PROJECT + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION PARKING COUNT Albemarle County Engineering Final Plan General Notes Page 1 of 4 r� r 1. Friar to any construction within any existing public right-of-way, including connection to any existing road, a pen it shall be obtained from the Virginia Department of Transportation (VDOT). This plan as dram 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 unless otherwise noted. I Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction, 4. All slopes and disturbed areas are to be fertilized, seeded and mulched.. 5. The maximum allowable slope is 2:1 (horizontal-, vertical), Where reasonably 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. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise voted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR fart 1926). E .�Y Li N04,"048507 M a U Ln w d cn w LU DATE 0510212019 DRAWN BY K. M,ELLON DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE NIA L L a rt 0 GR-2A (3'-1fz' POST SPACING) MAX DYNAMIC DEFLECTION - 2' gavr-. tl B" B„ CRT POST # HEIGHT TOLERANCE* Y4" GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' NOTESI GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, W-BEAM BACK-UP PLATE, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN V' FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND Gff-2A-RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27 ' t " TOLERIWCE BASED OFF THE FINISHED GRADE CENTERLINE ELEVATION, PAVEMENT CROSS SLOPE, OR SHOULDER SLOPE, ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. F GR-2,2A SHEET 1 OF SPECIFICATION REFERENCE STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) 221 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/05 505 501.0'4 i EMI sT � � METAL INSPECTION FRAME Wl SOLID LID (NEENAH R-1975 OR EQUIVALENT) �.- _ 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT E, OF LINE MAX.6 GRIPPING RA L SEE RETAINING ROAD PLANS 'V T MAX. 6'•C' - I0 C ," NPS PIPE PICKET WALL DETAILS. O.C-%" SOLID PICKET MAX. 6.'G"-------_i_.MAX. 5'-0" I I i T {2' DNA. SOLID STEEL SMOOTH f - V SNDNDARDROD IT PI E. OR \ I. - GROUNDING I I I ELECTRODE I! ANCHOR RAIL EX JOINTS AT_t 1` BOLTS INTIRV4" O C--�j FV,_S NOT EXCEEDING `'' MAX. 30 FEET. z YR.) POSTS 1 2" MIN. NPS (2,375" O-D.) SCHEDULE 80 PIPE i2" RETAINING WALL RAILS L" MIN NPS 12.375 0 D.) SCHEDULE 40 PIPE h,4iN EXPANSION JOINT PICKETS MIN. NPS (! 05 Q.D.i SCHEDULE 40. PIPE OR ]fi" MIN. SOLID STEEL SMOOTH ROUND ROD 3" MAX, HR-1 TYPE II PEDESTRIAN RAILING F ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS? SEE ROADWAYY PLANS --- 2" ruin, +n 12" OR TYPICAL SECTIONS CONCRETE STEPS FOR DISTANCE 10 1/," NPS SCHEDULE 4D PIPE - MIN ��., SIDEWALK OR SHARED GRWPfNG RAIL POSTS 7 g� MIN. NPS IL96" O.D.) SCHEDULE 80 PIPE USE PATH_ GROLINpINC> RAILS I `MIN. NPS (1_90" O-D.) SCHEDULE 40 PIPE IN` ELECTRODE I-R-1 TYPE I HANDRAIL - (FOR USE ALONG STEPS) 'fa" SOLID STEEL NOTES,H I, THE CTS OF Oft ICATL SUBMIT INSTALLATION DETAILING ALL SMOOTH ROUND P.OD-'� ASPECTS OF FABRICAI(ION AIlp YNSTALLATIOCI OF RAILING, CONCRETE FOOTING T4 l- INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO {NST%NATION. SHOP DRAWINGS "HALL SOIL CONDITIONS, }2 ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONA.L ENGINEER, FAIN. HOLDNNG A VALID LICENSE TO PRACTICE ENGINEERING IN F GRIFFIN' RA{ SHALL_ !. TH u L 5 L B_ INSTALLED WHEN _COMMONWEALTH OF VIRG4NIA THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL HALING COMPONENTS AND FASTENE PS SHALL BE GALVANIZED IN TO OR GRE4T R THAN PERCENT. hT GRIPPING T E H J 5 E ,.E 3. GRI .PIN ACCORDANCE WITH H C EARTH FOUNDATION DETAIL D N W E CURRENT ROAD LAID BRIDGE FETING AND (FOR USE WITH TYPE II& IIIRAILINGS) RAIL WILL BE INC,DEPJT AL TO THE (DST OF TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING AND THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS, 3.. ALL FASTENERS SHALL BE IN. ACCORDANCE WITH ASTM A307, MAX. 6 0" M4X. {'i'-D" - ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN I..� -," NPS - WITH AA {. SE£ ROAD PLANS ACCORDANCE WI SHTO M3 FROM GRADE 36. f },��" Li-C-3/q" NPS FIFE PICKET 4" FOR RETAINING 4. A CHEMSCAL ANCHOR SYSTEM FROM VDOi'S APPROVED MATERIAL 41/e" O.C. SjA' SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS, 5. POSTS $HALL BE N4ITFRED TO MATCH GRADE OF RAMPS, SIDEWALKS. AND STEPS, I I I 6- HANDRAL,.$ SHALL MATCH GRADE OF RAMPS. $IDEWALI:S AND STEPS. a. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. I I I GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH 5T'D-FE-6. 9COMMERCIALLYDES GN NGAND AVAILABLE FABRICATING ING SYSTEMS N THE RAILAG. AY BE USED IN LIEU 0 DOCUMENTATION FR M ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT 1" ' BOLTS NdET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 3O FEET ACCORDANCE WITH NOTE 1. 1'-3"-'' POSTS :2" MIN- NPS (2.375" O,D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS 2" MIN NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT ;/ CTION FOR PICKETS = p4" MIN. NPS (1.05" Q_DJ SCHEDULE A0 PIPE \ 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTE OR 5/,," MIN. SOLID STEEL SMOOTH ROUND ROD �`-GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT, FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD f FOR. USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. '1E���-I- REFERENGE. STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING 238 REVISION DATE SHEET 1 OF 504 VIRGINIA DEPARTMENT 01- TRANSPORTATION 7/11 601 OS ill 45° CHAMFER STEEL BOLLARD (INTERIOR) (TYP.) •. 4 • a A '- 6a-01" 'o LLJJ \sL �, ,(TYP.) 1 °-0'a TYP. = MASONRY DUMPSTER SCREENING WALL (6a' WIDTH X 7'-0 HEIGHT) (REFER TO ARCHITECTURAL PLANS FOR DETAILS) V d 4• s 4 STEEL BOLLARD (EXTERIOR) (TYP.) DUMPSTER GATE (SEE A, - DETAIL THIS SHEET) eme DENOTES DUMPSTER I (2 PER DUMPSTER PAD) LAYOUT 4X4 6/6 WELDED 2aa WIRE MESH �I s_ 6" CLASS A3 CONC. 4" 21 A STONE -COMPACTED SUBBASE Ia I AIL CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. - - - 172 -. 1 as w 1- c.� 1 x6x6 TREATED BOARDS BOLTED TO IRON FRAME L BOLLARD (EXTERIOR) (TYP.) 1 I '' -CANE BOOTS 2x2x3 f 16 AN IRON FRAME DETAIL DUMPSTER DATE NDIEI MIN, €0' DIAMETER MANHBLE REQUIRED, 20P MANHOLE PVC CRESS C USE APPROVED FLEXIBLE RUBBER DOOT, _ R GASX v0 Q �- STUPECOUP IN5 z7. ' rc I1ROP PIPE PIPE STRAPS (STAINLESS STEEL) ' SPACED EVERY P' VERTICALLY -su°srRArsFn BEND MAIN SEWER a LPIPE PLAN PROFILE - MIN, 6' BEDDING WITH NO, 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA; BUT SHALL NOT BE LESS THAN TWO (211FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P,V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FLING WITH STANDARD GASKET JOINT. PIPE ALL BE MADE OF -OTHE T IPE1C34NTS STRAPS DROP PIPE SHALLBE STRAPPEDTO MANHOLE A ). VERTICAL RO P STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED A' 45 DEGREES, INTO THE FLOW, 6. VERTICAL DROP PIPE SHALL €3E INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FORA SINGLE J-0" OR 1,2" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS, STANDARD INTERNAL DROP CONNECTION N,T.S. FIG. S-1-C2 { 't N.H, STEP �YPJ TD-30 NOTE; MIN, 60' DIAMETER MANHOLE REQUIRED, MANHOLE PVC GRDSS _USE'APPROVED FLEXIBLE RUBBER a� GASKETED STOP COUPLING - PIPE STRAPS (STAINLESS STEEL) SPACED EVERY P' VERTICALLY -90° RESTRAINED BEND E I a R w A" a ..,'`MAIN SEWER PLAN PROFILE MIN, 6' BEDDING WITH NO, 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS, STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5, DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO8" DIAMETER DROP CONNECTIONS, STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 ID-30 8"MIN EMBEDMENT SPRIOFGPLINE IPE I } NO, 68 STONE - %- REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNGHING -BEDDING 6max 4r> min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE, NCTE : 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE HACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 1WHERE. ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE' TYPICAL.. SEWER PIPE INSTALLATION iN TRENCH NTS FIG, S-3 FD-34 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREA'S b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE i"I•a 1j(, I I - ADJUSTABLE TRAf`F'SC RATED VALVE BOX Wt LID U M.J. GATE VALVE =lil•>��ii!Ii I- -....- _.. �50t1 P,S.L CONCRETE s � 2'X 2' BEARING AREA. THRUST BLOCK � NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES AI30VE GRADE. TYPICAL_ GATE VALVE NTS FIG. W--5 TD-9 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES-- VILLE THREADS WHICH IS THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 2 MIN 2' TO 10' 18"-22"VALVE BOX 7 CU• FT. #68 STONE 42"MIN P' 6" GATE a °' A *' VALVE of T X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST a `:: i A^�•'' a .s ; d BLOCK AGAINST '' '•.T UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A, HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE : L SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. Flo. W 4 TD-8 24' 8"MIN EMBEDMENT SPRING LINE OF PIPE NO, 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -IN-PAL BACKFILL* (6 LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING -BEDDING 6,, max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALE. BE BACXFILLED ENTIRELY WITH NO. 21A STONE, 2;FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE ` TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG, S-3 TD-34 i r �3 LTO 'N-3 (I4a'I-%'.'L3-�-c9,50 7 4'• 16 C4�U % o ` Cd 1714 G > E Lj LU Q _j U c ®Lf3 0 Li. O d d CL D M .,•� J U 0 U3 O: 9i L'LLu L1 H u (U ko 0 _17 > d Ltt 1-4 mb 4 W 12 CL ail I-'• i t 0 Ulj uj H- i � d z 0 DATE 0510.212019 DRAWN BY K. MELLON DESIGNED BY C. KOTARSKT CHECKED BY C. KOTARSKT SCALE N/A g c v y) 0 0 ,n 0 U. 0 0 0 LLJ L1C Lli 0 LL1 O LLJ00 ILI 00 0 0 � m a o O D Do z O s a x o � 4 o o � a En ff n U X� l4 0 �a :5 o� 0 JOB NO. 0 In - 43723 h O � rJ SHEET NO. Q o C1.2 a� i IL F�l cyUNdOAK i�'lly 3Xt Lic, No. lu4J2-'0461'f)'j M 0 u 0 0 LU cl� LU DATE 0510212019 DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 11' = 20F i, �f , � I ,,, 4�f - - 1% 5 ­��,I_ I I �1% 1 ,;� - ,�, 11 / � . I I I fl, 1 1, , ,� "" I , (1�1 \ % �, . �, f? " \ \ ,ft " "I 11 1100' / j I /,, t \ �, \ , I I , ? " ._,_� \ �, , / I if \ \ \ I �� �%,%. 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I \­1 I " ly, I il I /./ \ j & "' / , ly I "' N, ri�, - - )/11 , , " ""' `�_ - �, " I I "i " 1\ �, \ Z 1�� �\\i �1' , I , V�����W SITE DATA POST DEVELOPED AREA IMPERVIOUS = 0.71 ACRES MANAGED TURF = 0.32 ACRES AD (TP) (LB1YR) = 1.28 REQUIRED REMOVAL WILL BE ACHIEVED THROUGH PURCHASING OF OFFSITE NUTRIENT CREDITS. TOP C PLATE 6" ORIFICE INV 562. 1 0 STEEL PLATE . - I --- -- ­ " STORAGE PIPE 4.00 '7 1 0 YEAR WSE - - - 563.48 _V 2 YEAR WSE - - - - - 562.29 V I YEAR WSE M_1_79_ - ELEV. 559.OT 1 ­ �1,, , � JITH TRASH RACK INV 559. 00 LT,yf.kvg;lllilolwl.klkilol-vfll.,TL71.19r&*I&OIEIZ*jvkm� 1k DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) PRE -DEVELOPED DRAINAGE AREA 1 AREA = 0.78 AC 0 AC (IMPERVIOUS) 0.78 AC (MANAGED TURF C SOILS) To= 15 MIN Q (CFS) V (CUBIC -FT) 1 YEAR 0.89 2,614 1 0 YEAR 2.85 7,971 CHANNEL PROTECTION (ENERGY BALANCE): DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT POST -DEVELOPED DRAINAGE AREA 1 A TO ANALYSIS POINT 1 (DETAINED) AREA = 0.86 AC 0.71 AC (IMPERVIOUS) O� 1 5 AC (MANAGED TURF) To = 6 MIN Q (CFS) V (CUBIC -FT) 1 YEAR 0.10 7,449 1 0 YEAR 2.39 15,202 POST -DEVELOPED DRAINAGE AREA 1 B TO ANALYSIS POINT 1 (UNDETAINED AREA = 0.03 AC 0 AC (IMPERVIOUS) 0.03 (MANAGED TURF) To = 6 MIN Q (CFS) V (CUBIC -FT) 1 YEAR 0.16 348 1 0 YEAR 0.49 1,045 I ANALYSIS POINT 1 COMBINES POST -DEVELOPED DRAINAGE AREA 1A AND 1B Q (CFS) 1 YEAR 0.24 1 0 YEAR 2.46 ()DEVELOPED 2� 0-80*(()PRE-DEVELOP[zD"RVPRE-DEVF-LOPEI))/RVE)EVELC)PF-1) 0.24 CFS < 0.80*(0.89 CFS*2614 CF)/(7449+348) CF = 0.24 CFS FLOOD PROTECTION� POST -DEVELOPED qo!5� PRE -DEVELOPED Q10 2.46 CFS (POST -DEVELOPED Qjo)!!�- 2.85 CFS (PRE -DEVELOPED Q,c)) WATER "UANTITY ANALYSIS - POINT 2 se DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) PRE -DEVELOPED DRAINAGE AREA 2 AREA = 0.27 AC 0 AC (IMPERVIOUS) 0.27 AC (MANAGED TURF C SOILS) To= 10 MIN DRAINAGE AREA ANALYSIS (POST- DEVE LOPM ENT) POST -DEVELOPED DRAINAGE AREA 2 AREA = 0,08 AC 0 AC (IMPERVIOUS) 0,08 AC (MANAGED TURF) To= 6 MIN Q (CFS) V (CUBIC -FT) Q (CFS) V (CUBIC -FT) 1 YEAR 0.37 915 1 YEAR 0.13 261 1 0 YEAR 115 2,744 1 0 YEAR 0.39 828 CHANNEL PROTECTION (ENERGY BALANCE): (DUFVFLOPED �� 0-80*(OPRE,[)EVELOPE-[D*RVpRE-I)EVELOPI-[))/RVBE:VELOPED 0. 1 3 CFS 5 0.80*(0.37 CFS*915 CF)/261 CF = 1.03 CFS . FLOOD PROTECTION: POST -DEVELOPED qo!� PRE -DEVELOPED Q10 0.39 CFS (POST -DEVELOPED qo)!� 1.15 CFS (PRE -DEVELOPED qc,) (�) 00 0 < z SCALE 1 "=40' I MR 6 �0- 80' ,.--,A - A-W �, � � -i I - - it, 'A '�"01' --,-,, -,-J t "') � ,�' a�� 11 , ,,,,� - , 1, 4 - - & W!A -2m � � -A 01 1'ev F , I 2� R 2�, , _.��. , ) I � �� I, _5 �1�1 Pl� "I � � �3 �) cp"um, ,vv-, J. f� o- -w "Ki > -i L,k,, No � - a R. 0 0 is # 0 0 # 0 0 z F__ 0- �_q cl� 0 u ul) Lu 0 z 0 �_A Lij 0� > ul) I DATE 0510212019 DRAWN BY K. MELLON CHECKED BY C, KOTARSKI - SFALE 1" = 40' r r% %,.:j z F__q .004L 1c; u t -;] :3 .j -0 1­4 0 .> Y) D :3 - 0 c: ED �5 > 0) 0 In ui tu _c 3� I A %J Z 0 U) op- :>:" i__4 < 0- c: LL _j � LL 0- ,p 0 0 0 >_ 011-1 Ln 0 :2 <c > < 0 .j I � :E p z 0 <r Z. :�E c _� - - D D M 0- u 0 u (O ,__ - :5 P__4 w _1 ry ID =0 C) 0� < - W 3� - . W �;_ I- -0 n- o U, -) Y. Lij ca _j ..< ___� - -3 0 -0 cj� 2 (D 0- < 5 2 w ::> z 00 :2 2E I Q� 0 :�E c: >1 F ..0e 0 (0 b c- - -a c: '114� C 0) If I U) c: r r1% G_ 0 k:j U) D 0 c jom%� u 0 w 0 (D V_ ') � Z En ova�,% Ln 0 2 2 0- u - x 5 a) �_ 13 p z I I _,'�_ _� 6 0 0-.- < 0 3� �,_ m Q) -C > Y - W 0 :, -t5 0 X C C) 0 _00e c) -0 _�� 7, - k 2 1� 11% I I_- 0 �2 0 :E c �, r 1% 0 E :6 D , t1.j C) M Im. 0 T, 0 -z3 !� - -0 JOB NO. 0 0 I- U) 0 0 m t; 43723 2 F _�; cu c: U) 0 SHEET NO. I 0 0 On- -0 C6 0 Q) -0 w 0 -E- --- -_ r [-- - m IL L HEIGHT VARIES WITH PLANTS 12" MIN. 'ENERAL NOTES PRE -CONSTRUCTION * 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 SEWER/WATER CONNECTIONS. 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. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS, ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. « INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. ® CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION ARID ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1 " COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOC 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR+ AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER Tl THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1 A SLOPE 01' PLAN" SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAI I i r 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 Y3 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 INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOPY3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT i 5 CONTAINER DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1 " COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOPl3 OF BALL, IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ROOT BALL 12 GAUGE GALVANIZED WIRE �'--- 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVERTHE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 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 LARGE TREE STREET TREE SMALL FLOWERING TREE SHRUBS 7 17 198 STREET TREE REQUIREMENTS per Sec. 32®7®9®5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED COLONNADE DRIVE 254.6 LF 1 LG TREE PER 35 LF 254.6/35 = 7.3 7 LG TREES 7 LG TREES .:mac 1 r 111:44 W.Az , L 11 1 r �► EXIAO&IIII■ TREE CAD ER CALCULATIONS" * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.13 AC (GROSS SITE 10% COVER 1.13 AC x .1 = 0.113 AC 4,922 SF 20 LARGE TREES AT AREA) = 4,922 SF 339SF = 6,780 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CADS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT.A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0 U cn ui w OR a DATE 0612412019 DPAWN BY M. RACHNER DESIGNED BY M,. RACHNER CHECKED BY F. HANCOCK SCALE AS SHOWN