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HomeMy WebLinkAboutSDP201900051 Plan - Submittal (First) Initial Site Plan 2019-08-26NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 06000-00-00-03800 WEST END SHOPS -WEST LLC 2246 IVY ROAD, SUITE 5 CHARLOTTESVILLE, VA 22903 ZONING: HC - HIGHWAY COMMERCIAL ENTRANCE CORRIDOR OVERLAY MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504) 885-0920 CONTACT: MICHAEL W. DORSEY CONDUCTED: 7/18/2019 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF -HE ROW; 30 FT (MAXIMUM) FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 20 FT (PARKING) ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) PROPOSED USE: ±26,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (26,600 SF x 0.8) X (1 SPACE / 200 SF) = 106 SPACES PROPOSED PARKING: 102 SPACES PARKING WAIVER TO BE SUBMITTED WITH FINAL SITE PLAN ADA PARKING REQUIRED: 5 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 5 SPACES MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED DISTURBED AREA: 1.38 ACRES EXISTING IMPERVIOUS AREA: 0.88 ACRES PROPOSED IMPERVIOUS AREA: 1.15 ACRES PROPOSED OPEN SPACE: 0 ACRES PROPOSED RECREATION AREA: 0 ACRES LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 26,600 UNITS: SF (GFA) 1A/FFKnAY ADT AM PEAK HOUR PM PEAK HOUR 926 IN 58 OUT 36 TOTAL 94 IN 43 OUT 66 TOTAL 109 i1mNlITIAL SITE PLAlh\' tio.o..O."OUNTY OF ALBEmv,ARLE, VIRGINIA VICINITY MAP DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 / 4 8 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 AR CONTACT: CRAIG KOTARSKI, P.E. 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Mt Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 SIGHT DISTANCE PROFILES C6.0 STORMWATER MANAGEMENT PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL = 13 SHEETS UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE: 250 GPD/1,000 SF = 26,600 X 250 GPD/1,000 SF = 6,650 GPD AVERAGE HOUR: 6,650 / 24 = 277 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 277 X 3 = 831 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 831 X 2 = 1,662 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE: 216,600 SF X (250 GPD PER 1,000 SF) = 6,650 GPD 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 DATE Uv S v YG4Y,J1 tic. Rio, 0402048507 m E � V N N � Q O U. LU0Lu 0•-J � 0 cn > E- Q Lq c Ln O C'i 41 N U it m 00 C) LU Ui 0 U) /� Y..J 0-1 r F- ua z 0 v7 ZD 0 _0 Q. 0 (10 z 0 V) H Jj JY DATE 812612019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A a U _ co ;y v 0 Uj 0 0 p- a LL _ 0 0 0 o _ c� LLJ co Z o o 0 U ty- ti= < �O 2LU Q o a� 0 JZ U LU zU) 0 9) 2E0- x �o oi-:: 0 o w LU > S N U � _ 0.0 2 UjN U q� O E -a U � -cs G O7 -0 U JOB NO. N a W 43367cc �2 o SHEET NO. o Co, 0 � 2 E 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 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. (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 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 SPECIFICATION S, 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. (NIA) 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 Al17.1-03. 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. 34, ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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 GERMAIN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/1 OOSF. 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) 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 3 EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. WATER CURB CURB & GUTTER _ EXISTING WATER LINE DRY CURB & GUTTER 6" W PROPOSED WATER LINE PROPOSED PAVEMENT �0 .60 W PROPOSED VALVE PAVED DITCH i T i 6" 1N PROPOSED TAPPING SLEEVE JUTE MESH DITCH--- PROPOSED FIRE HYDRANT (COMPLETE) CENTERLINE OF DITCH GRADING dK BENCH MARK TC = TOP OF CURB m m m m m m� n CLEARING LIMITS BC = BACK OF CURB EP = EDGE OF PAVEMENT -9- R-1 VDOT STANDARD STOP SIGN TW = TOP OF WALL BW = BOTTOM OF WALL - - 200 - -- 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 O PARKING COUNT Albemarle County Engineering Final Plan General Notes Page t of 4 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, `here any discrepancies occur the requirements of the permit shall govern. . All materials and construction methods shall conform to current specifications and standards of VDOT unless othenvise noted.. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed :areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical), Where reasonably 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. i. 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). M E C7 q ON v ry cv � E E H Uj > U. u. o U30�� <_jvco w _j �LU n, n3X dC ;� 04:� c _ ¢Ln � 0 oa, � >ti m oo J �� X • AT z 0 U M LLJ O v) LU In DATE 812612019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKT SCALE N/A a C � U N N � N O N O N O U a L N N N O N U O N O N N N F- L GR-2A (3'-1%" POST SPACING) MAX DYNAMIC DEFLECTION - 2' IIIME S �IIt W. nln x HEIGHT TOLERANCE *- %4tl1 GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' 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 A" 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 GR-2A. RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27 A" ± A" TOLERANCE BASED OFF THE FINISHED GRADE CENTERLINE ELEVATION, PAVEMENT CROSS SLOPE, OR SHOULDER SLOPE. L T Ij ITvT ALL 4N-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF s I VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. I CRT POST SHEET 1 OF SPECIFICATION REFERENCE STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) 221 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/05 505 501.04 GR-2,2A :'A S f ¢, 0° W Vs" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) GALVANIZED STEEL STEP ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER, (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION N NOTES: STEPS WILL B REQUIRED UIRED IN ALL STRUCTURES WITH A DEPTH OF d :+ 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. 41 ° ALL STEPS HALL PROTRUDE 4E1/2' FROM INSIDE FACE OF STRUCTURE WALL, MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHALL. 'WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4f2'FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. 'v ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES, ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE icy glad UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLEFiCAUMIV M PIGMENTEDCOATING CONFORMING TO FEDERAL SAS SPECI ALUMINUM STEP SPECIFICATION XV REFERENCE STANDARD STEP _ ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 SHAPE TO ELEVATION j OF MID -POINT OF lj LARGEST PIPE, I SHAPE TO CONTOUR I I OF PIPE I I I I I . I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ t SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF j , TO INVERT OF STRUCTURE, OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. ! ° THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR r I CLASS C1,EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE I UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v ° f ' BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING, NONE �I v`. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 4 " DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ° PURPOSES ONLY, EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION -$ PLAN METHOD OF TREATMENT IN MANHOLES XV STANDARD METHOD OF SHAPING SPEFERE CEN ROAD AND BRIDGE STANDARDS ,j�, ��'''''jji REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 8 d ad TRANSITION BETWEEN d PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. �-M19AX. 6'-0 - -MAX. 6' 0' r{ GRIPPING RAIL SEE ROAD PLANS I` FOR RETAINING 4'/z' O.C. %q" NPS PIPE PICKET WALL GETFVLS- HR-t .�.( I( O.C. 5/s" SOLID PICKET l___MA'/„ 6'-0" MAX. 6'-0" �--I I I '12" DIA. SOLID STEEL SMOOTH ROUND ROD (TYP.) OR { t" STANDARD PIPE. GROUNDING ELECTRODE RAIL EXPANSION JOINTSAT iNTERVAlS NOT EXCEEDING t` 3" MAX. ANCHOR BOLTS 4" O.0 30 FEET. (TYP.) i'-3" POSTS ;2" MIN, NPS (2.375" O.D.) SCHEDULE 80 PIPE 12 RETAINING WALL RAILS 2" MIN. NPS (2.375 0 D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT PICKETS : -Yy" MIN- NPS 005' 0 D.) SCHEDULE 40 PIPE 3" MAX. OR s "MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE it PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) io SEE ROADWAY PLANS TYPICAL SECTIONS 2" min, - 12" TOR FOR DISTANCE TO SIDEWALK OR SHARED 1'/2" NPS SCHEDULE 40 PIPE GRIPPING RAIL MIN CONCRETE PS STEPS POSTS 7�/Z" MIN. NPS (STE O.D.) SCHEDULE 8C PIPE USE PATH, GROUNDING RAILS P/," MN. NPS ( .90" D.Q.) SCHEDULE 40 PIPE 2" 214, ELECTRODE HR-1 TYPE I HANDRAIL MiN. mh (FOR USE ALONG STEPS) tJOTFS SJ9" SCUD STEEL SMOOTH ROUND ROD 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL 'CONCRETE FOOTING TO ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 72" ANCHGR BOLTS (FOR USE ALONG S€DEWALKS AND RAMP5) BE SGNED AND 5EALED BY A PROFFESSIONAL ENGINEER. MIN HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA, THE SIDEWALK OR RAMP GRACES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TRAIL OROREER PERCENT. WITH THE CURRENT BRIDGE AL.L�SURFACES NCIDENTAL TO COST OF USE WITH TYPE II& IIIRAILNGS) TOrOACHHIIEFEA UNIFORM COATING ON VENTING AND(FOR 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" MAX. 5'-0"----� `{ 4" SEE ROAD PLANS ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTQ M314, GRADE 36, 4%Z" O.C. %y" NPS PIPE PICKET FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL r41/a" O.C. 5/a" SOLID P€CKET �4 _ WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. 5 S SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, + AND PS- I ( 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUME. ME EI k' 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED, I GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. I 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU OF DESIGNING AND FABRICATING THE RAiLING. DOCUMENTATION FROM RAIL EXPANSION JOINTS AT }' ANCHOR L BOLTS THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTFRVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. t'-3'� POSTS : 2" MiN. NPS (2375" O.D.) SCHEDULE 80 PIPE E). HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL EXPANSION JOINT ROILS 2" MIN. NPS (2.375" O.D.S SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. PICKETS 3/R" MIN. NPS (LIDS SCHEDULE 40 PIPE � 13. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR 5" MIN. SOLID STEEL SMOOTH ROUND ROD TEFL 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 USE ALONG SHARED USE PATHSi FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.VDO-I- ftEF£R£NGE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 15 METHOD OF LOCATING AND ERECTING 238 REVISION DATE SHEET t OF 1 504 VIRG3NIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR --CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OFLINE 1'-0" (TYP.) _STEEL BOLLARD (INTERIOR) �- (TYP.) " $g G V A ". 61-012 `0 °a ��' � . .° �� °j�. ; )~TYP.) N a � - °1 '.. %.� ° .a�4' °- N, , --1 -0 (TYP.) -. o - MASONRY DUMPSTER SCREENING WALL o ° (8 WIDTH X 7 -0 HEIGHT) (REFER TO 00 ° ARCHITECTURAL PLANS FOR DETAILS) ° °. STEEL BOLLARD (EXTERIOR) O { �. .° ° 4 (TYP.) a. ° a` \\-DUMPSTER GATE (SEE DETAIL THIS SHEET) a° Q 4; .0 •a 45° CHAMFERL _____ -___17'-0��_ �� /�I DENOTES DUMPSTER (2 PER DUMPSTER PAD) LAYOUT L/ \A 4X4 6/61 WELDED 2„ WIRE MESH 6" CLASS A3 CONC. F 4" 21A STONE -COMPACTED SUBBASE DETAIL CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. 17' - 1" 0- Ld 1 x6x6 TREATED BOARDS _J v BOLTED TO IRON FRAME - - - _ _ _ I STEEL BOLLARD '' ( € .-, (EXTERIOR) (TYP.) { I O J ---- I-_ 14 4 , 'CANE BOOTS;,'' 2x2x3/16 ANGLE IRON - FRAME DETAIL DUMPSTER GATE DUMPSTER PAD & ENCLOSURE DETAIL No Scale NOTE- MIN, 60' DIAMETER MANHOLE REQUIRED. STOP M41t PJ ° DROP MANHOLE PVC GROSS t' a y USE APPROVED FLEXIBLE RUBBER h� BOOT,. 2 a S' GASKETED� a - ST13P COUPLING > , - 27' DROP OWE: PIPE STRAPS (STAINLESS STEEL) ' r•� SPACED EVERY 2VERTICALLY a ° 90° RESTRAINED BENDSEWER l` n INFLUENT a PIPE it p Q. p p ° SEWER • Ra' •s>° ,� a' PIPE PLAN PROFILE j - MIN, 6' BEDDING WITH NO, 69 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 JOINT'S. 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. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS, STANDARD INTERNAL DROP CONNECTION N,T,S. FIG. S---1-•C2 TD-30 N91[EI MIN, 60' DIAMETER MANHOLE REQUIRED, r-� "4 CC KH STEP n DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBERi' n 2` a B©OT, a$' a y �a �� .ASKETED STOP C(1UPLiNG [[ qa DROP PIPE PIPE STRAPS '° (STAINLESS RYSTEELI - �--•, SPACED EVE °_ 2' VERTICALLY a a -904 RESTRAINED BEND {{ SEWER INFLUENT a PIPE p' 4' b • p d. ° o-' R p p ° " •``MAIN ° SE1dER R " PLAN PROFILE WIN, 6' BEDDING WITH NO, GB 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 GASKET JOINT. 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, S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR IT'DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N,T,S. FIG. S-1-C2 TD-30 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 3wui LARGER THAN 5" IN ANY DIMENSION 24' Mf INTIAL BACKFILL` 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE ^ti BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE (/) HAUNCHING NO. 68 STONE - BEDDING 6" max - 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF --WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2,FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 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 GALVANIZED CAPPED ENDS PAINTED BL RTMOTE •AS DIRECTED. MARKER LOCATIONBE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. GRADEFINISHED •> A i ■mad' E:1 M.J. GATE VALVE WATER LINE ) f 2500 P.S.I. CONCRETE k' 4 2'x 2' GEARING AREA, THRUST BLOCK d d 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE., TYPICAL GATE VALVE NTS FIG. W--5 TD--9 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 1 THE LOCAL STANDARD, LENGTH OF BRANCH VARIES W MIN 2' TO 10' .•-- (270� VA 7 Cu, FT. DIE BOX #68 STONE Ape' 42 MIN 6° GATE "t VALVE I� J E' TEE 2500 P,S•I. CONCRETE ` ; ,•. A " _ BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALT, BE USED AS ADDITIONAL SUPPORT. NOTE 1. 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 dN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N,T,S, FIG, W-4 TD-B REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY 24"tINDIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT* THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE �OT HAUNCHING NO. 68 STONE __ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE-: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF --WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 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 L One meter channel CL 010ANUTRAL _. _. 39.37' Q meter) 3 t. V oat t' k fl ® a� a� t 12.W i325 mm) to if tp r ;,t 2n67" (525 mrn) 6.36" F 150 mml i_Z Knock -outs included on every 5th channel Half meter channel Top 19.69' (0.5 meter) „,emu ............. ......._. i 13.86" Q52 mm) 11 81' t30D mm!TEXT I _l. 0103 11.FS1' 4300 mm} to 19.691(500 mrn) 14.25"(365 rrun) 'I. 1'w. FRTetliGi`6fPT.l �:v#il��. S E!l�ttdlict' abir, ;F a a t 0i�{,��.Y..,A3L. yrej,. h`Jtr�rf YY yy 4Ri'1 �141l '.: A Bottom outlet - SK3 00 6" round 11 81 421 0.94 A. Bcttotn inlet -SK3 040 round . 9169"..':544. 122 0 Bottom outlet -SK3-00 8" round 11.81" 748 1.67 Bottom €�ltlot, SK8-040 8n, round 1 59" 9.66 216 C EndC outlet SK{3-00 6 round 8C1]" 364 0.-t8 + .E(id'ritltket < SK3-4Q , ,rr raulld 711 ,.,1,;r1: 69"" t1 1. 11,.�'. D End outlet - SK3-10 8" round 1178" 681 1.52 End outlet SK3=40 8" ratitf 1.69", 6341.92 E End outlet - SK3-20 10" round 15.75" 1116 2.49 .1:9 V` 1304 2.91: F Type SK3-903D 4" round 29.80" 287 0,64 Type �K903D , .4" round ;- :3.6,9'` ; :19 ; (?, 7l H Type SK3-903D 4" round 28.22" 279 0,62 707-. 1;57 Type SK3-903D 4" round 28.37" 280 0.62 Type SK3 903D ' - 4" ro . ;I ; a 70"3 L Type SK3-903D 6" round 29.15" 626 1.40 TYpe.,l{3'90CJ, 4'riund N Type SK3-903D 6' round 36.28" 707 1.57 ' Type39 SK03D 4",-round „ %3.72'" 316 Oa7E1 la Type SK3-903D 6" round 35.72" 701 1.56 Q ype SK393D. 8''rourld •; 3 28" 1.237 2�7p' R Type SK03D 3-9 6" round 34.78;r 690 1.54 5. Type SK1903p ,round , ,- ". I I 2;46 1 0.61' T Type SK3-903D 4" round 34.36 310 0.69 A,_* DRAIN Power!rain - S300K ironedged Sf4$>2 SK3-3 ' SK3A SK3 5 ! �� SK3h.2 Si43=3 ! SK3-9 SK310 SK3-0 SK3�l SK3-11 SK3`-12 SK3-13 End Cap F ao �11* 14.76" (375 mm) s 16.73"(425 mm) 18.70" (475 mm) 20.67" ((525 mm) Total capacity =15.59 gallons Type 904D In -line catch basin Notes: s-- d 1. Riser can be cut dow in I" (25mm) increments. 2. Maximum capacity including riser E ) f€ 27,82 gallons. ca �l 3. Add 12" (300mm) to all heights if using tser. 4. Outlet flow rates will be higher duel Gli to increased depth - contact AOf1 Sales Office for more details. ; NMI LFEmi f' J/ 111t1) 4eV[k2 iG.VA :loped ctiarinei 39.37 sloped channel - 39.37' (l m) 69003 12.40 rlopedelian€leI,39.37 f1FrtS. 69€7t}4 12:6f) Sloped channel - 39.37" (1rnS 69o05 12.80 opc t iE annel• 59137 lfn) 6901 ;` 12 99 aped channel - 39,37"(lm) 69007 13,19 opedchannel-39.3765008' ''`i3.9 oped channel-39.37"(1m) 69009 13,58 sloped'chan e! 39.37 (3rtli'-,< 6901Q,i 13,7$ 0 Constant depth channel - 39.37 (imjp 69042 1338 fl3 Cpastlif 'depth chatlnel • 13i69" {fl.5ltij? l 6904 ; , 13.7.E Sloped channel- 39.37' (1m) 69011 13.98 Slopedetannel-35A7 (1rri) 6501 174.17 Sloped channel - 39.37" Writ 69013 14.37 Sla)aed rlrapnel ` 39.37" (trn , ') 690141 14, 5Z', Sloped channel - 39.37" (1mf') 69015 14,76 Sloped channel - 39.3 7" ,(t Sloped channel -39.37"Unut 69417 15.16 1l l Q S I I R P Note: These are the pipe now rates at the specified outlet, NOT channel flow rates.'Catch basin flow rates are without trash bucket - using trash bucket reduces flow. 325 145A 33i# 146 9 335 148.2 34,0149.5 345 150.9 35Q „ '152.3 350 152A 355 153.E 36fl ., • - 155.9 365 156.4 375 149.1 385 161J Sloped channel - 39.37" (1m) 69019 15,55 395 Specifications Frost proof YES edge rail shall be at least 114" (6mm) thick. Salt proof YES General Dilute acid and ,alkali resistant YES Installation The surface drainage system shall be AGO Drain The nominal.clear opening shall be 12" (300mm) The trench drain system shall be installed in PowerDrain S300K as manufactured by AGO, Inc- or whit overall width of 10.24" (260mrn), Pre -cast units accordance with the manufacturer's installation equal approved. (Add appropriate grate see grate shall be manufactured with either an invert slope of instructions and recommendations, spec information). 0,5% or with neutral invert and have a wall thickness of at least 0 67' (16mm): Each unit will feature a Materials partial mclius in the trench bottom and a male to The trench, system bodies shall be manufactured female Interconnecting end profile. Units shall have from polymer concrete with minimum properties as horizontal cast in anchoring keys on the outside follows: wall to ensure maximurn mechanical bond to the surrounding bedding material and pavement surface: Compressive strength: 14,000 psi The ductile iron edge rail will be, integrally cast in by Flexural strength: 4,000 psi the manufacturer to ensure rrlaxirhum homogeneity Water absorption 0,07% between polymereoncrete body and edge rail. Each ACC}, Inc. Northeast Sales Office West Sales Office Southeast Sales Office Follow us on 9470 Pinecone Dr. 825 W. Beechcraft St. 4211 Pleasant Road�.,: Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 p` Tel: (440) 639.7230 Tel: (520) 421-9988 TO free: (800) 543.4764 Electronic Contact: Toll free: (800) 543-4764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info@ACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www.ACODrain.us April 2018 AC0, (r c. nlis informafion is believed to be accurate court is not guaranteed to be so. we cannot assume liability for results that buyer obtains with our product since conditions of use are beyond the control of the company. it is the cusiumer's responsibmy to evaluate suitability and safety of product for his own use. AC4, Inc. reserves the right to change the product and specifcatioos vr:thout notice. v1.0 April 2018 ic.11117o4 0402048507 M E ® o � U N N E !dJ •E B LL O LL LU LU ®LU 1 U 00 LL1 "'t - 4r7 iM M C' N 0 L U N � s0cn¢ LZ > to r Ln - ci N C M 00 J ;1D I - In !Y C7 z C� 2 I-- 0 w W U z 0 V) ZD '0 0 I BATE 812612019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTAR.SKI SCALE N/A A Aj tVENT V UPLIITYE4SEWN� Rnv "N' 3 IN T"), 5C IS 013 594341 PG1, 1�7156 DUP 06000, 1110-004937061 -A )SEDF�J-f VV A,, f'v",AR Y,;AUV,7`F l TE, fl 7i' P`63 '1554 (),1110RI-tr IRY) 0P 300 TVv'/l%',l' '5",,,fVlM0RE5-l' LXWE "LC DB 3;99,5 PG 1,533 CC)MI&I OFFIGE 1 0, AV 11"I"R UV'V, UT "22' -'T" V/ E hAl VEE, zSTW T C LARbl-1 'R" L) ;IAPV'- 'C r lL 60 4'8 98 D365�6 IV 'L,' 0114 'l,L Y' ZONE TIAL rs U5', ff 11/1,11-is 111,11V 4 VN i 78 mw, ul" i 7 CWJG3, W J. KOTATZ F, KI Lic, Nib. 0402048501 Vi ZD V b'56",26 0 U) 0 r r) III > u 0 V) 0 ft CL 039 LLC 1,44ERG'YAL T7l,Z-'R) 0 j V) 00 C,yo) cl z SCALE V=20' 210, 40' x z 0 ry u (n LU 0 m ry 812612019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1" = 20' > a) 0 tti ui (D (n u 0 p- LLo LL c/) < z 0 00 U I A z 0 ro 0-9 0 0 Aw-4b, U (D !S: LJ I . J Z -0 Q. < _0 0 22 ry (D LU z 0 O ui (D co ui 8 uj 0 U) Z cy 0 . 2E ;E x 0 ^1000 c) uj 11).S O ui co 0 6 JOB NO. 43567 SHEET NO, C2. 0 IN TAV � 056,00040 ­01',�,0,3700 f ' L3_1' 7A5 (...*,(,,' 1 - III- ,,_ , k1i GH1,111VA, Y G(_,,`,!,1,1fl'v1 C01 1 - IbolF, ,­C)f,I,M�i'r--F,,'(-,,'11,L (,1W,!f_V'? 3_t J ARY" � .=s ,00 TKIZAI 5),`G_'/M/f0,17?1,,-E blufv' L-111C L)37 339,9'5 PG 533 1-01M COMU,Mip-,01141, OF-r171(,'.E, , ,7- , I -, I -, - " , ' - -- -,---- 7, / , - -, , / 1p, - - I ­ f , � I ' - '_ ' , -- -- I , - * , -- 11 " - � - - , , �- -, , TEMP EASEMENT FOR ENTRANCE' 131", - �;K , " 11 11 - qi - I I ,�. .,-,. - ,_� I-, i,,, _,_ � . . . - , � �i - f 11� ,-,,�I,, 1, - , ­_­ - -, 1­11, ,hv� T-;5iG` " .. �__,, , 1, - , `� . , v / - .� . , �r1,, �111 - , ­`34G I -, _�... - " I :1,1,;,,, 1� _11- - - _,/ , , I - �_ I 1. . -, .... ,;�,__ _�� __- S GN, " �, ", � -, ��, ","11, /,,q 1, " - - �_, . . ", I - ,�� " ., -1111, ,`�,4 , ­_ _ " T(��',,, 568',37 - ,/� - "" f ,., _��, - " I - ,-, . � , ,,-- -, , - EASEMENT TO BE ABANDONED , 11 _� .. .. � . . . " ,_ 11 .... . - ", � . ..... - --- - , I.". -, 1__1_f1c1,_,�1,1,/,i,1, � ,I/ _ 11 SEE DB 5134 PG 766 /,"i"l, - _ ,_,1 �11, .. .. . . - 7 , - __ - I - _,­­�� __ I � ... - - I , " , , � � - . . I ,� . � REMOVE INLET AND 1, PORTION OF 12" ---_�, I PVC STORM LINE / / "I I ! , / , , / 11 " 11�(, -___ ------- I,---,-,- -,-,. ,; I - ---__ LEGEND: REMOVE CONCRETE REMOVE ASPHALT xREMOVE TREE ------- SAW CUT I , I I I .11 r A ��, I, " ll �s ,'M =56626 ,� / ,0`ij,v,, 8 ",q,q, ��,�`559� 8 I (i4v,) -ir- ," � ","r- -",-"- INV. ou �,-_,5,6,,9,, 9-/ ,., 0;C/ I - , _,,__ � , I , ,,_ - "I , ___-- --- ., , ,;;" --", I 1I1I , , �_ - 1 ( I .. `.' /- ,.. ..EA�S-EM.,,E._,_.NTI. .lu I. . ..t 4. 1 I�1 ,./ 1,1" --\_1�1/,,, , ­ - , , s/ ,, z � c/, BE A. TED °,;"Zg/ (j, ) �� . . .W 11; 1"_ - , -- ? / O \ _ � / \ LANDSCAPE,- I'll .. . ,/"- - -I I ,-- __. - ...... ­ I 1­ ,,,,, - - - -, -, -, ­_ 11 r I .. .. " ,llI -1,"41� ,I /1\1�- - / i 1I' I/` p _0% . , l/"1II/ -_a-�,, / -J1�­if t / 20" WALNUT __ ___� ; I , ", ,, I 5,- 1 -, - "-, ' f "I / ./ -.. � -.�- � z , , -01/ ,7 _I1 ­ T,­ , 1y r I, ­ r1 _­ , z 1,r­- ,/ f-, , _ -- -1 ; I , REMOVE 1 I �� BUILDING REMOVE LL 7,� /1\ i / I- Ill 1_I/2­STORY SrqNE Y/ f / 11 STONE AND WALL f / ? TEMP. -, I_ I-- - _ _ I I I _ i , I�I _ ! � .� I_ I1 _ 1 II " AC NITS FRAME :�D / / EASEMENT 1 / I I / REMOVE SIGN oI I i co j" , ) ," I REMOVE LIGHT REMOVE AC ;` " -,/ ENTRANCE t I SEE DB 5134 1 � UNITS !,/ " , I 1; ? 1 , �\ , 66 N, .,jiI ,I 1 /,T" 11 / �", -PG 71 ,,J ,,,­1 ; ­ ,-�" RD I 4 \i 4 // .. 18TRE,"E /. i 1 ,/ 1 SAWCUT----i/ / " REMOVE SIGNS �`a / /, � `I / . I . . ,/*. . . . ,,, -, ,�;,lW411 >1�l_1-1 4' f I Vi 1;", III /vs,itP,46�?�o ' I / -"'a4,J_d,,",4-1 _i - i ­// / ,- fib. 1 I . J / I - I I-- 1 )I fls •�_� ,�j,I _, � - I �,11 ' ' ',,,�,, _,_ �)f(,_i)`I- I } y,(".. - , . r/ I " ,`/,�,;_v?,,7 �qr,," ),1 k iff. Ii J I . . f I 2,S RD ,:I�, � 1 ,r, ��I I II ,, � fl, I : , r , � . . . j� 4 � T ', � ""�?G1H(- q . i ­ u-, �-�,I,,l�"�7i-1�L (pj�,,jc,i�,j,"of�f- , , f , ;,I' EV4 i , -./ i � _ I /r " ­ r , � ,.i � wr � ':,,v ,F-!r -? i,,1 f ­/ � . . i* UI DING � , 1 I ,. (J­rr . . I . . , _o R . . .fI I . , . . . I(si__, , . ., . ' , a �, i /. i 1 i �11 � I� I11 �.I i� II II / . 1"i" 1 13 11 I I , : 11� _- ., r._i I iI_ ? , ,f ,i . . . I I 4;I I/ �i- ; I " . I/. F/ , , kf,�,,, " . I I .J - ! j, ` REMOVE-SIG8, . , . . . / II I � , �. E i,I. . , f1.. ,kr . "1, iVr2,,�," / I . ���.,"J­P9e�,_4. .1 ,� I,� .��_ "--- � 7� ll;. . - ., ,_�� �J�,. ,i 11�r��) - ,iI I I ,,E*,�11r �I,r .4y- /�_��-A�.e, ��,f,07, 111,­ �� �.,, I -1-1I id 1SD INLET g." '�... � , _7w A_,"JJ- I J ZAI - 7.t 1 , ,_, �"-lREM OV-. ET , ",",vv6�!,Jp,,� r,���- .1 1. T6p=56.0�- ,: �-. . I INYIN 6"PVC=�74;8j " 6w ' / I VC-, ,,, . I . I� a . . "STORM LINE ./ I ,3IIJ -: '1V.vOUT �2;7�=,574.44 - /- - . - _� `,� , ,,,�� r . . �. .,,,,. 1 P ANGELASIGN / . �. . - - �-� � 1. I i . . . . . .. I . I. I . .Z FAVEIWENT. ' . ),, ., * . .-...:-,t-- -.--. --P -f - I, ,./- * - -./. I . I . I I I : . . . . ,,", , I'I- ­­S0 INLET .. I . , \1 . T0P=583.30 - J I� I I , I 1 i-J,�`,7,01-'e,o� 11 IV REMOVE LIGHT ,,,Rcpy-57'-,, 7i j POLE i I CH,A, R!, 0 TTE ,cuff L E i illil jE-�,",�c,,"Ir",,EN T Tllvf;�, ,,,,i6lol3f)-O(�l-r)r)-r"";.614�o I f?f­�"VD,11-, f,­T,,f,,,, I ,;', -r I,Ez, S -,r?L L 11-f? hE'L) 0M,11F L L C _. - 08 /7,1' , ',� , De 860 10G 568 ' / ZO'P'V'EE".-R7 RESDE',P1JrYL ' I /'N�,-,,75f/"h`)f`7,7, Z I blS,�,,:zsm,,Tvj/-! mv,.,q_rk P. Iyj'- , 05E?F5,;TblL 61kh"TThAM4ilIee/ / _,) S I I ; � I j , I I I i I � < I I I i _ - , � P-&,,,r; 7 7 7f"', , �,�� , 7 77 �,,r I , � "Wil I � -1,51 fire r,} 4 "Yfiil= _�'�­ ,'?& l �,?,, , ,p,,!" -,, 'ift! ' ,,, 2-, "T/C=i ,?7, 7_? 17\ VI I. 0 11 ,f7-,-F 2". -i-I ,o1-,,)i,/V REMOVE BOLLARDS (TYP.) I , ,)Qr " Q � - I co 00 n < z SCALE 1"=20' 0 20' 40' , ,4-0-1-Clo�,A0 . I , I Il, 6, -1. 1, l N& , I � c , I , . cF1_AjG w1; 11 -KOTAR s IM J,k. No. 04,02048,507 � m E CD 0 a', U (N Vi " C §0 E 6 E = !j7, . L_ U 3: � ;t� - C) Lu U ib -, < = M 0- _UJ j U 00 LLJ Zj - Lri � 1.4 c) M a- > C:) r14 (A CN - kD UA 1�t "� 3: o Ux 9 de) e �,- 0 4 � ,:r U) = c " y u 11>1 �_ < Ln C) cy) 4, r1j U) 4 Q) S_ M 0- .4- 00 -1 C) LLJ 110 F_ 0 so 0 0 0 9 0 C� AT. 71 0 � I-_ 0- , cl� u U) Lu 0 71 0 �q V) p--q > m ry I DATE 812612019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1" = 20' mmmi m rr PROPOSED SIGN 2" CORP. STOP WITH 2" J71COPPER DOMESTIC WATER LINE A, 8" x 4" TAPPING ,Y-I!; r Y ,y`-)"ql SLEEVE AND VALVE (6) 6" RISERS WITH HANDRAIL 4 ­k; '2,�7 8" x 6" TAPPING AND VALVE 'z f'?AAZAA,4 ?V'T 1100 7' jR30"-.'ll" JR30" 1T!Ll3,`YE;6t,SEJl.d 7 v I m 1 O'FRONT SETBACK Z�?l (PARKING AND STRUCTURE) TO P,, Z'M4' ew ;_;_cy. . ..... FIRE o -V HYDRANT � ASSEMBLY /q v F !68, 8 7 0 5 "y =5e �70 P` E p E e;A 2" WATE R f0lJVXI�,A�,; A5/r5 "V 10'FRONT SETBACK METER VAULT U ",e'N­--;; 0 Kvi" 'X­ j6C, 2 (PRIVATE STREET - STRUCTURE ONLY) BUILDING -MOUNTED FDC 65 fQ-) P 'A E i- 71 -Z J Al 4�` 0 1_0 800 4" MINit M" 01 05 F jT 18' TYP. ?V'R FRcVll I P"i A 7 7 0 7 Rf0�4,1_) "IEC7 V'0 DL- 248 PG '24 6 IV Y Pt - 0600,-,",00-(),,"-,037,f�O P-77 V� W/if-4 DB 715 PG' 154 , I I G � A oir 6 01%l ;hffiGHIAZl� 1, C VIRWE, 0' 6AIRCY 'FLIAR),) 0 > Al 00 +1 it 0j, f: 7 10 Al 1-10 3,,9,,95 J`lG,,5_3`3' ZC� C0ha!ERC!4L OFFh,E 50'REAR SETBACK (STRUCTURE) x` rfr ra -r-AJ 20' REAR SETBACK Z�" (PARKING) P,8 4,76K' PG 22-1 ZC')NE': R I A,,E_-3lL,)E PVITZAI L VS F�� iMtYl_ TIFAMIL'Y) R12' R15' 71 FLUSH CURB ALONG 9 2 STORY MEDICAL OFFICE BUILDING Ty ADA SPACES (UNDERGROUND PARKING) ±26,600 SF v O o "8' IN '24' RT TYP. m CONCRETE WHEEL m V -Ali !411 . 111ft M V 1, A .21 . . . . . . . . . . ........ MUP A ,RT TYP. y qgg q, W G) RZ b %? Vv, � 24' TYP. ­Q i Vli (A V� 21' 7' 'TYP. �h, 4 C fl/ PROPOSED DUMPSTER ENCLOSURE BOLLARD (TYP.) 6, F 9 im liv 0) 0" HA "�F1' 77 79 ThIlEtv'T 'V? 74- DB,5150 PG 5568 V h,"L�_51L,"EAll ZAL (1141L TkFAMIL)r-,, R5' 24'� TYP. . . .......... ..... .. ... EASEMENT TO BE pr ABANDONED R3 lev TC�F� =15764 44 hAPw'l 8",,?,J P!1,47=5,'�3� 40 lcq/,(2 =566, 1111V s Tl:Vll..= 41VALL 24'1;� TYP. A . .. . ...... LEGEND: CONCRETE SIDEWALK as HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY hAv"IX 8 "ll,,1-5,50,3011S) N V 0UT­flI55,j.96(Q LLG DB , J. PG 66-4 (-VIL IJSIE,�001�`Whf, f-;fALPv' C3hh15`nR-r3lo0r/ OP7:�ffif r111117111 .. -,x, . . LAIN 1:: -<") cy) 00 SCALE 1"=20' 0 20' 40' CWVG W J. Krf IA RSKI Lic� No, 0402048507 ON u r'4 0 E E U-i F- Lu 0 LL ui 0 0� Lu < U 00 a- Lli 1 0 ce rj uj 3: o x u Ln Lu ij Q>' %D z 0 < Lq F_ c: Ln 0 ON 4� > ui 00 _j C) LLJ 'D U) 129� ZD 0 D 0 F- 0 Lu > Lu Lu F_ u z 0 DATE 812612019 0 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1" = 20' 0 If I 1Z .............. J, df rg a. . . . . . ...... �DE1)"??V4 yl t u N- f,"LITY EASEAfEfv' 11RO 173 Az 1573 .... ........ If . , .- , I-- - ---: A 574 7Z)F 56 37 7,5t 7, hAi,, "hAP-56,5, 62 h1Jt4`hV-,-,!5 J7 h%IV-3";xaV=564,45 YfieV -5516 1131�,, -57 il,/ Ov", �TT`IiV=56 6;, 76 V /U 577 If 57 1 rp h 71 ff f'7P '4 1 -4 , A - El '"- 1A h7 4 ?` A -Y,, 4,F,ORD 0 22 6 IV ,?C44' L) �',31F-,-F B 6 GARAGE FFE: 574' if BUILDING FFE. 584' -rfv!P 06( X","i",-00-00,03700 14 it 8" HDPE ROOF-- 602 7, 1jr1'1SE-'R,v W & itAARvJAiiI,7`-' DRAIN WITH L"B K PG 11514 F',F Q: CLEANOUT TRENCH Z01%LE': Hh3H!1l4A`l;I 0,11VI,44t -?C �PRA)N b S' '11K 'MORT-A ", CO U14 -1L Iq O -WITH CLEANU 8" H DRE ROOF k. DRAIN WITH CLEANOUT A f y /f N- x"" 302 J LE" If If' (A 05 TlillffiJ S'I(" LAb,1E`L I C' I1- 0 Z C -,Aw I ,AvM----,Fe01AJ, OPF-K,"E ............ A Alf-- UG' , -'- D8 f V fhrl- -3C 5807 lq;i — "Ri PROPOSED 20' DRAINAGE I EASEMENT Dp ij it 11 1-14; 1 061'4 I'D if -fB1 P0LE _U VIL" 795 F OF 36" C ":,7' U ERGROUND 0 IP STORAGE co f 583 7 V --- --- -- -- 00 Lo t-co a'7 L2 Qco K) 77 202 % / f V 106 T I fhl �V 4 '7Ai= 6� 6NM DB 4&.3F1G -7 N '� Ai lIV WEIR PLATE 100 102 104 A, INV1f-,I ....... . ........ ...... . ..... T-0 T!"A P 0k6ot-k-1-00- 010-0410G% 4LE/1"YV, 9&!5A,,i'T ffi/V 5-77,79 fik'41,63,71", "K5,"854 60 Pt Itt" 7 hU- S Af"3L Y114' U1, 11 ilvh'L Y) ml-i5 7 S S VDOT CLASS Al RIPRAP 1LVIDT41--= 2' WDTH 2 = 6' LENGTH = 6' 18" DEEP . .. ...... jp ri �VOPI,53,'--EA S T L -1 C 114--:4111/ Cill-)I'VMIIIE "C11/11 iP ji W%IG 1111E:;`If,1 co 00 O SCALE 1"=20' 0 20' 40' U CF-K(G3 W J TU,:YFARSxv.1 Lic. Noo 0402048507 E O 0 0 LU Lu tj r-) LL -2 L1.1 0 0� UJ < U 00 Lrj ' C'a) F-4 -Z uj 1 3: o x LQ Ln 00 -j C) LU vi ry ZD 0 0 ry a: F- r) L11 ui ui u 0 U) 0 LU DATE 812612019 DRAWN BY K. maLON DESIGNED BY K. maLON CHECKED BY C. KOTARSKI SCALE 1" = 20' a L a mm soft -- 11 INTERIOR PARKING LOT LANDSCAPE AREA SCALE: 1" = 40' - 2,352 SF OF PLANTINGS 2 N co 0 PROPOSED BUILDING WITH UNDERGROUND PARKING BET HER(5) ACE BON (3) A, 6,79 Z, I "M 1%41 p 5, 2 [Al "WR ilvill if WU A le" T io" V? -5 f 3 ­g 'e IT A ro gol tv OR r A-1 IR t---------- W, -p" —A ol OW w J/ Ali� 7 T itx�. %al T o') f Q I Mo, QUE PHE(5) Al: m g I A XX 11 4 1191 , w .. .... . .. . G 7,- q AN j rri ... . ......... b, 4, J", A sm V, j - ----------- U � AwrOD,E t r _ _ j � ; of �f {/ Nor r53 �JNI' Amon mmom mono snow MONO PLANT SCHEDULE TREES BOTANICAL NAME ACE BON ACER SACCHARUM 'BONFIRE' BET HER BETULA NIGRA'HERITAGE' GIN PRI GINKGO BILOBA'PRINCETON SENTRY' QUE PHE QUERCUS PHELLOS FLOWERING TREES BOTANICAL NAME CER FOR CERCIS CANADENSIS 'FOREST PANSY' TM COR FLO CORNUS FLORIDA 11 04 SCALE 1"=20' OEM 2 40' NmEma�� NOTFOR F= 0 < > E E Lu u U. LL Lu 0 uj � Lu � a 3�: 0 x 9 ai uE cry r4 kD < Ln Q)ul co -j C) Lu Ln Q� ZD 0 0 Q� r Lu w M u 0 V) Z:) 0 z 0 u Ln Lu 0 71 0 Lo Lu w DATE 812612019 DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 111 = 20' NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 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 DECIDUOUS TREE - STAKING SPECIFIED 3- 2" x 2" HARDWOOD STAKES Iasio I� 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRi AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH 1:1 SLOPE Or PLAN' SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED 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 COVER THE 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 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 TOP Y3 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 SLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY S ACE BON 3 ACER SACCHARUM 'BONFIRE' BONFIRE SUGAR MAPLE 2.5" CAL. B&B 299 BET HER 5 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. B&B 397 GIN PRI 6 GINKGO BILOBA 'PRINCETON SENTRY' PRINCETON SENTRY GINKGO 3.5" CAL. B&B 200 QUE PHE 5 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 339 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CER FOR 3 CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD 2" CAL. B&B 100 COR FLO 4 CORNUS FLORIDA EASTERN DOGWOOD 2" CAL. B&B 100 LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 6 LARGE TREES IVY ROAD 202 LF WITH INTERSPERSED 202/35 = 5.8 6 LARGE TREES 7 FLOWERING TREES FLOWERING TREES LANDSCAPING OF PARKING AREAS ` per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 PARKING SPACES 73 PARKING SPACES 73/10 = 7.3 8 LG. OR SHADE TREES 11 LARGE SHADE TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS per Sec, 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 25,769 SF 25,769 x .05 = 1,288.5 SF 1,289 SF 2,352 SF TREE COVER CALCULATIONS per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,204 SF 6,477 SF AREA) = 6,205 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS 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. GENERAL 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 ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS 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 AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONSIGUARANTEE • 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. 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