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Home My WebLink AboutSDP201800010 Plan - Approved Initial Site Plan 2018-04-23vf),�vlt- COOK' �5 TAX MAP PARCEL: 07700-00-00-00900 SITE ADDRESS: 2050 AVON CT CHARLOTTESVILLE, VA 22902 OWNER: LIGHTHOUSE LAND LLC 2020 AVON CT CHARLOTTESVILLE, VA 22902 ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COM SITE AREA: 2.906 ACRES LIMITS OF DISTURBANCE: 2.50 ACRES ZONING: LIGHT INDUSTRY SETBACK: 10'FROM RIGHT OF WAY TO PARKING SIDE NONE REAR NONE STRUCTURE HEIGHT: NOT TO EXCEED 65' MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 DATE OF SURVEY.- AUGUST 11, 2017 DATUM-. HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: OFFICE AND MANUFACTURING BUILDING AREA: 41,400 SF TOTAL = 19,215 SF OFFICE AND 22,185 SF LIGHT INDUSTRIAL NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS)- 1.80 ACRES PARKING REQUIRED: OFFICE SPACE (19,215SFX(0.8)/200SF)= 77 INDUSTRIAL SPACE (10 EMPLOYEES + 2 PUBLIC) = 12 TOTAL: 89 PARKING PROVIDED: STANDARD PARKING SPACES: 85 HANDICAP PARKING SPACES: 4 TOTAL: 89 TRIP GENERATION: GENERAL OFFICE (711) ITE LAND USE CODE) 14.87 TRIPS PER 1000 SF OF OCCUPIABLE GFA 14.87 X (19,215 SF / 1,000 SF) = 286 ADT GENERAL LIGHT INDUSTRIAL (710 ITE LAND USE CODE) 4.96 TRIPS PER 1000 SF OF GFA 4.96 X (22,185 SF / 1,000 SF) = 110 ADT TOTAL TRIPS GENERATED: 286 + 110 = 396 ADT WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: MOORES CREEK CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN AS MANAGED AND UNMANAGED. THERE IS CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. V kii OUAO -11 4uu p i Li I I Lk& SITE PLAN `40UNTY OF ALBEIIA %41.0 I'VIARLE, VIRGINIA SCO17SVILLE DISTRICT 03/5/2017 ........ ... . . .... ......... .......... ..... VICINITY MAP mwff��W N OWNER: LIGHTHOUSE INSTRUMENTS ADDRESS 2020 AVON COURT CONTACT: JAM ES VEALE, PH.D TELEPHONE: 434-293-3081 FAX: 434-404-7773 ENGINEER OAF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 AFTW W'� 1) � , W1644JA"a .5 by the A�,emarle Couity �11iriiunffv Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN Q 2 0SIGNI AND SEFAMENIT GONTROI IDETA11=9 Q3.11 ROSION AND SEDIMENT CONTROL NOTE AND DETAILS G 3.21 ERGSIGN AND GEDIMENT GE)N:FRGL PHASE PLAN G3.3 EROSIGN AND SEDIMENT GONTRGL PHASE 11 PLAN C4.0 LAYOUT PLAN C4.1 ROAD & SIGHT DiSTANCE PROFILES C4.2 SANITARY SEWER & WATERLINE PROFILES C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN G6.0 DRAINAGE AREA MAP AND DITGH & CULVERT G W LAT 99 IS _S 2ToRA4XA1AT1=D RAAN GEMENT SUMMARY STORW GTO AT ERN PRGFILES L1.0 LANDSCAPE PLAN 1_2.0 LANDSCAPE NOTES & DETAILS # OF SHEETS = 14 W _1U CTA1C, 1W 1, _E�01' Fi\ RS K f Lie_ No, 0402048507 315 /18 U� 0 0 M LLJ U z 0 0 0 U (1) LLI 0 LU I DATE 31512018 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE NA W (D 0 0 cu Q> Uj O CD (D cu v i > 1z V) ry Ld _j > > o -02 L0 Uj LLJ U 0 v j 0 2 o :D < 2U) 0 U , a) 0 :2 2i 0 cu E (D 0- 0 0 z 0 x (D 0 x 0.2 2 0 to 0 E: d7,:: 0 0 2-0 i5 JOB NO. 0 c: 40202 SHEET NO. Co. 0 RnADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. O DROP INLET & STRUCTURE NO. CURB CURB & GUTTER -9- R-1 200 �- TC 240.50' 0 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 6" W- 0 6" W ---- --fs-I- 6" W CONTOUREXISTING PROPOSED CONTOUR Albemarle County Engineering Final Plan General Notes Page i 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. 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 VDOTless otherwise 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. S. 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. 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). SEWER EXISTING SANITARY SEWER WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) f_D A nTnlr_ TC =TOP OF CURB BC =BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP 'OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS NIA = NOT APPLICABLE TO THIS PROJECT TBC = TOP BACK OF CURB TBW = TOP BACK OF WALL February 6, 2013 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 (3) 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). 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RiGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26, ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (NIA) 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 Al 17.1-03. 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. 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 T00AM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND C - CONSIST OF 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 T 0 RAPS 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 DAY'S 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) m E D o M U cv r'4 C > E E Few ¢`°-off n ILL LU 0 d U m a�-L'i w a > o rN tsaLU C� � M U= 1) LL >`Ln C: L6 o nrn, v m a � 00J tD I- am 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 0 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. wo 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 IBE APPROVED BYA 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. 0 Z O a U U) LU z O U) w LU 4 0 DATE 3/5/2018 DRAWN BY 3, SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI r rSCALE 20 .N U C o N N O Q sz L 0 g J <C N � o s N 5 W l� W Q > LU W a. a)D _j LU �o o� <- U) U O z s° Z� Eo E� a = � N a0 O = Z N O ani X o o C, 0 0 0 -n --F o sz � a� c N M U NC O O U L 2 O N U � O N E g U � 'O C N � U JOB NO. 0 o m 40202 CN n = SHEET NO. Cl.+�. l , � ! �_ L ---- - ------- GOOD J", N D A 1 N MATERIAL ROC,KY F01-ji,",�11)ATIC)IN MATERIA. �,T N z 41- 7 ------------ . .............. M F1 I_ L 1", 1 ---------- -- -------------- I' B A C -MALL CK . .. ........... N IN11TIAL 8AQkF�LL---, A ARGE I -1A[,*' 5 1 ANY I MR- 24JIN D If £{ N 510 . ......... H11 RA� BAY. CKHLL' XXX X X ONE EMKDMENT Ts, THOROUGHL -FE OR WYE NG(z BY OF APi,-R0%;ED FOR ALL B E N D I---" FO�� F] T T I Nil UWE. r_C'HAN1?'L.':AL TAMPER OF Pl,-jE L-4— INTI EN TRE i„ T,,., OF '�MF i -,'E III t i ALL AND IF T�,-) ikl.SURE THE PIPE DOES�i�'T REST R': NO, 68 STONE TO.N, F� >_BIEDIING 6" rn<ix R F j: RE 0 I � U PRO` 4" E,, ED D IN OF `HEN 'SOIL IR [)I — - ----------------------- NN AS v _F( U,1,1DATK,4-,l (SHALL ME pr Eli WH E i`,,� S.C)IL CONos`lITIONS ARE 1_111,45TAB�_ iz Fr,(T-)DAT1`_'N IN POOR SOIL Ij N D E- R C IT C I—) D 17 ma ALL NOTE I_ OPEN (31UTS IN PAVED AREAS ?VI -1-HIN 'jTM'3MNG VD.01' RI'GHT TJ AUL BEE BAC`JKFELLED iENTPELY 'MTH NO:, 21A SPY4,L, ---- N P", F 'ti. - 21FOR. )JCTILE IRC -4--4 P,PE THE BOTT.Ofv! THE TRE-�� HAU. BE S-,CR,,',,PED AND: CC A[_L. S"TUdE.13 REmovED OF A 4" BEMAW" of NO, C,38 STONE SIHALL BE PIROVII'DED ---------------- .FFF ........ -- - ----------------- I T L i H, ROCK IS E_N1C0WJTERE0 P�RE SHIALIL BE ITNISTALLED UJ ---------------- Of f,10, 68 1 10NEE --------- --- - ---------- ------ ------- 0, 2 4 T)" P I j DEGREE SEWER PIPE --- - ---- ---- N P", F 'ti. - s Mf_ NOT U111 ----------- S-.AJA K U'FD 0; PVI: I _; INSTA 411114L 8A(> -TU j s. )LAR, FILL AS R-C;VED BY ACSA 3 -JABLE SO 0 R RIDOK N011. 1. NC, ROCKS SHALL BE ALILOVVEID 'Ov'111fl€"`t _24" OF THE WATER, LINES'. 2 NO, POCK'S' LARGFIR THAN 6" ;;iN ANY DflvIEWS[Ot-4 SHAII L_ BE ALA: O'NED ABC)VE 1'HIE. 11111]AL BAf,'KFILI_, 'N`E INITIAL BACK,"ILL �,'IIALL BE PLACE- AN[-) CUMPACfE1D, IN b 1 i 4. [']0 '.-)R MATFRIAL FR DEBRIS EBE ALLJ 'VV D J41 - IN THE TRENC,1h, 5,13ELL HQUEES SMALL BE' (.>11,..'Oiff IN ALL A =" E I L E I R" 0 N WATER :PE H',]STALLA I'd BEDDING .................. ITS FIG, W-22 rOR tIii-V f VklfLLFAWty NMI - "PlICOUP'LING M. — X � I RPROVLD F�QUAI_ ,OR USW cltf QZ',ACKl , FAM? REMW'At 131.E 4iFAE AN IRPI d£r-fll is NST 'T"YPICAL M ET R 5 - - - --------- - ---- - "KTI-1p SECTI[ON 1-1 _A; SECTIU-,� 2 2 pj PE j DEGREE BENI`-) 0M__V40i,4S VOL l=E AND PILIJ,'-:S VOL s Mf_ tip(M-T) 71, ---------------- .FFF ........ -- - ----------------- I T L i H, - -- -- ----- LiF11- T --------------- ---------------- --------- --- - ---------- ------ ------- 0, 2 4 - - - 4" � zoo 2.25 1 2, 5,.') 0.15 �_L (,y„} 52 (7.i( 11 1/4 1, 50 2,00 2.50 0.'10 9,10 21. 1,�il,8, i 6 2, C., 6 2 77 C1 26 8 -2 /2, 1,66 2. 1 2 69 3.16 2.01 i 2, 6 6 0_32 1 14 1,66 1 2. 7 G, -------------------- --- --- - -- ------------ ... . . .......... 1011 12 31_3 4.?' I 2_83 0.52 22 1/12 3.� 2, 58 2 Is ft�24 11 1 /4 83 2. 3, 2.84 TA 18 j 1, 17U)CKS ARK MUKARET� VWPIEVER PIPE-wNIE S ' -- ,12 1E. - DEALT ENDIS AND Ai" VALVES, 21., USE 25oul ("011�`_RETF, RET�HA�,I. BE POR* FO CA� PA.RT ),- THE JOITiT, 4. THE COINSULTING ENG.`IEEP. S11�NJ. Es, To THE THEE '�,iPE Sr, 'SIZE OF ALL THRU--T BLOCKS. TH' - - ------------ _-- i-001WIR LIFT NOT' 'H' -12 .3/8" 'NA T E R fit ST�PGN` LQ i A 1 .3/4" DIMME-1-TER HR)LE I'S R'FQUITr, IN THE Lfc, TOUCH READ NIETE�.S, 'EF' BOXE" TE_ ------------ - - ----------------- 1%,TS, FIG, 4)-7 3RADI' 2,0 %; TO 35% NOT OVER 358' ra- Tei 50-4ell vI40T OWER_24' 50% OR GR. E A TER: 1'rIOT :,OVER 16' PRO"FILL"' - ----- PLA11-'E 5' GALYANtIZED ',10TNESS " P0,`J, 'IMTH ;ani "I'l}.EJ-1 BLUE IN REMOTE AR AS DIrE(AT-Ti, I_0'�ATION kCIV( EDE I� Bj"t- TO [,.�,3WNAY DEPARTkAENT APPROVAL NOM HYDPANT WJ�T BE EQ.uIPPED *;Tid CHAFr0L',9S- RINISHIED ':3RQ%DE , VII 111REAI)S Ff ML LOCAL '�,,IAN AR.'), m A 1 LN I-1- PRANC� VARiES, L gm .,Ar,)JU.5z.TAE,'LE VALVE D'OX ',4vV UD 7 CU. F` Z.; &�8 STON x j__1 ARE VALVE ---- ------ x p p S -F N�,` 1`11RUS BAz A M.1 E VAL%fF DCF A`AI NST _%JABLE SOIL TEE� SA _ P�LE RES Y P. A 4 E, b 10flNT A HYDRAI.J !S :1()'CATED IN K FELL IN 3 TO PUUR:1-JG CQNCRETEAF-T-E SHALL SE USED AS A'001T]0�,',IIA A'A T, R, NOTE 1, SJ`LT. k. V4TH11 6-RA'VEL AND k FR-.E_E OF C-ONCRETE. 2500 PSJ. -1 et / I , 41 MANIA 3 1/2' MIN_ 'CCIVER. FROM WE MAIN _M `,HF r[R.F. HYERANT -i BI OCK 2" x 2 _.-Ar. AREA, T�- P U T i, CLUDNG UITCHES SHALL cLORE AI'MY FROM Tl -1E CIREE HYPp.k-,1T A`j�_, VALVE 1311*ix, 4, 'HE GATE VALVE Is ALLOWEr) IN OR 8EH,,,,4b Tmr OMrH, '-c NIDT AU 'AED It" THE DITCH, IRE HYDRW41`5 5HAU, HE :N5ZTALLU� A r IO��A TI,0�6 WrErrP FIQUES ARE M3C),2E TFiE PREVAIL.NG Q;R?_kfl`JDWATER EUIVATICJ,`1.t............_............ . R R EQUIP€ f TRS I!a WT A,,FAS, THE 11,1FEP HOLF, nf Al,�_ mo" -Nf� TIY!)RAi`1_1 $rTAI-L Pif, PuMim)Pb NOTE U1 RVv1r0TE AREAVALVE o11HALL EXTEND '_31,X (El 114 ,i_::' ABOVE �V -S YPI,C'A I_ C A J E V A L V` TYPICAI FIRE H "r D1, ANT `�"EMBL'I/ DETAIL . ........... ............. — - -- - — -------- N I'S Mil W-4 FiC, FF`tAME' 69� C -OVER ON ARFA SLOPED AREA _0 00ATED STEEL STEPS X GAST N ....... PREC'�S; }DEIN FORCONCRETIE L .r1koTtow_z tai m "o" wt-I'c> EAI_s t liJk,.......... r,AppRnvEg?,JAL 6 TH)POPCONNE.UriON SHAUL BE C4 f,41 P;PE BA'1KFlLLRE;D i.iIN 6" LAYER-, AT0. C01 ).PW,'TED BY HA. -ND TAH."PERS OR Fr,4 --ILLED SELF -COMPACTING T111 ACROSS EE II`ROM INLET TO Ou ILE T 1 BE Ci2' ,EST !A PLUft--) ENVERf FR SM00,TH OF FLO'Oe IEE7",,EEN ,.I 7LET fr OiJLE7 PIPE 'SHALL BE PR C, V1 D E Q, I> z, 7 dk� GES i PIPE l�' J MANHOLE voNE- 1. BEDEDING THICKNESS REQJIF0,,IENTS SH'01"AN ARE I`,,,CNIWJN', AMD-,73'.HALL SE 5 P E,^,,: )N D 1) 0.1 1 G A ULY 0 E TF R M 0N, E D 6 Y T H I S � i L -1,A Tl T �--Q'P THE OL HE C,0frULrANT -SHAU DETERM",,1C v`,'HETHER MANHOL E IXTEI-$TI . I, D OP PTF„ NT-EXTETADED t',,'ME<___ ALL JOINTS, UF1' kii-XES, i?-&E_DUTLE-TS, TO BE SEALF-D �_ GROU'TEC, N,SiDE AND DUT. 4, SPE'ClAL CONSIDERATION SHALL BE IUVEN,' FOP Ei-ATRAr,'cE �ATH STEEP SLOPES. TYPKAL. MA!,JHOLE WITH DROP CC"I41NECTION ANCHO' EXTENDS INT D 5SIOC Oy D�ffCH 6 5. hi N E 2500 P`31 CONWNZ: IE F . ........... .......... . . H n R F"ETAIL, F()R TYPI1C'�`,.A[_ Ad",IQ S - ER R EWERS ON G I_) E-3, AND GREA] 90,, 8-4 ANHO R N11, I AT F:IRST jutiT ABOVE MAN40LE; SLOPED AREA FRAM , F a)�VDR 1 RJESFR COAHJ T"STEL SIEFS CAST IN PLACE PREI-ASJ REINFORCED CONCRETE 5 A" OR APPRCTVED SAL -3 M A Y SE 'APPROVAL. IMTH A,S A `�. THE DFIOP CONINIECT N SHA I L 8� 0" MIN C,UCTRE ]PON PIRE (:L_A$F, 541) 0AC.KFI4 LED IN 61" LJ,�OERS AND I -R` OR _D BY PiANL TAM'P-.; - " , BACKFILLED WITH SELF_,OMPAQTING - -- ----------- 1 MAX RCIS'3 MJ4FRI, T TO 0 OUTLET SHA?LL EE 1120 F1'r - -OR A � MOOTH �LLELTED it4V T 'F 3 :RAN'_,�TION C,`F F LCAN SE rMEEN, INLET & OUf,ET RPE SHALL HE UIMIENSIOI'N V A R I CS WI'Ni 5D P F €Tli_i G — - - - - --3/4 011A OF LAA -,GEST 1p I BEDDINI•HICKNES'S', SHCOAT", ARE MJNiWA,,4 NO SH�JLL PL SPEC= i. If 0EETERk,11NIED 8Y THE C0'45ULTANT FOR THC IL. CONLMOmS, THF U DETFIRMIJIME: INTIFTIIER MANIHULE�-_-', SHALL HAV'� EXTENOEO OR NON EXTFNOU) BASIES. .3. ALL JOINTS, LIFT HOLES, RILUS, DUTLE-Ts Iol L4E sE A L E D NSOEE ANO OU'T. C T`,,Q�C'AL MANHOLE. DROP WITH '--,T—,—EP INCOMIN`3 SLOP� N TS, RE AMNING, BACKFILL HAI 0 i.AIN: R )CK PIAT' M LARGER THAN "j" IN AN" IDIMEN, 1, 0 N 241,4�1 F.4,iTiAL BACKFILL* 5'NIINLiFT':;)` If Pi I N RN G L4,4EU / ,,x, "'N pr -1 UdAINUCAL TAI`4 ER, I E C, 'GHNG 58 STONE L 4" min '>---40LIN...AMt4 "SHAL! BEE ,`J�REI, EN ARF, TI Ol,, SiA B NOTE, 1: 1, OPUTS IN PAVED AREA'S EXISTiN(3 Vr',,C/,T 'RIGHT—OF-WAY -51HAI'L 9"E GA(DKIFILLEI ENTEPEI_Y 'NiTH N 0, 2r, A T01,4E. RU I THE BOTTOM OF TPE 10 E RD BE 50 R: A P E D FOR _! �4 I S' AN COMIRACT II A i'�l 01 ALI, 'S,T(INES' REMOVIE1.) OR A 4.i 6E(),NNG,' ('IF `40• 6.6 STQI,'E :SH ALL BE PROVIIJED 5 1VlERE ROCK ENC.GUNTERE-0 `F -T -,1E "SHALL BE €I` STALLED ON. A kMNW1 b1 BEDCJIti,1i3 OF N,')), FA STONE T `.:.:E�A/EE PIPE Fil', 11 E CJ cn < 0 > E ' E LU a) > < LL. 0 u. ui o �5 0� LLJ c < _j U 00 2! 0- _j Lri LU 1" 0 > 0 64 LuU) L9 � 3: o x < ILL. U-) . > 0 0 ON N > LLI 00 __j 01 LU 0 0 LU > Wuj u r) a 0 0 DATE 31512018 DRAWN BY SHO WALTER DESIGNED BY SHO WALTER CHECKED BY KOTARSKI SCALE 1 " = 20' O v j 0 0 2- O O LU 7,U O < F__f < 0 j__j UJI > 0 cca, 11.10- j > Lu r v j 0 c) DO LLJ 70 Q� C)� 2 < U) 2(D, _r 0 U 0 E (D 0-0 o 0 c Q� -2 (D 0 (D 2 x a) (D o (D m > X c O0 42 0 U -0 U 30B NO. o o O t 40202 c -0 2 O SHEET NO. -acu .0 Q) -0 In C,.1,1 F�- E SPAfDING, —sp .......... 3RADI' 2,0 %; TO 35% NOT OVER 358' ra- Tei 50-4ell vI40T OWER_24' 50% OR GR. E A TER: 1'rIOT :,OVER 16' PRO"FILL"' - ----- PLA11-'E 5' GALYANtIZED ',10TNESS " P0,`J, 'IMTH ;ani "I'l}.EJ-1 BLUE IN REMOTE AR AS DIrE(AT-Ti, I_0'�ATION kCIV( EDE I� Bj"t- TO [,.�,3WNAY DEPARTkAENT APPROVAL NOM HYDPANT WJ�T BE EQ.uIPPED *;Tid CHAFr0L',9S- RINISHIED ':3RQ%DE , VII 111REAI)S Ff ML LOCAL '�,,IAN AR.'), m A 1 LN I-1- PRANC� VARiES, L gm .,Ar,)JU.5z.TAE,'LE VALVE D'OX ',4vV UD 7 CU. F` Z.; &�8 STON x j__1 ARE VALVE ---- ------ x p p S -F N�,` 1`11RUS BAz A M.1 E VAL%fF DCF A`AI NST _%JABLE SOIL TEE� SA _ P�LE RES Y P. A 4 E, b 10flNT A HYDRAI.J !S :1()'CATED IN K FELL IN 3 TO PUUR:1-JG CQNCRETEAF-T-E SHALL SE USED AS A'001T]0�,',IIA A'A T, R, NOTE 1, SJ`LT. k. V4TH11 6-RA'VEL AND k FR-.E_E OF C-ONCRETE. 2500 PSJ. -1 et / I , 41 MANIA 3 1/2' MIN_ 'CCIVER. FROM WE MAIN _M `,HF r[R.F. HYERANT -i BI OCK 2" x 2 _.-Ar. AREA, T�- P U T i, CLUDNG UITCHES SHALL cLORE AI'MY FROM Tl -1E CIREE HYPp.k-,1T A`j�_, VALVE 1311*ix, 4, 'HE GATE VALVE Is ALLOWEr) IN OR 8EH,,,,4b Tmr OMrH, '-c NIDT AU 'AED It" THE DITCH, IRE HYDRW41`5 5HAU, HE :N5ZTALLU� A r IO��A TI,0�6 WrErrP FIQUES ARE M3C),2E TFiE PREVAIL.NG Q;R?_kfl`JDWATER EUIVATICJ,`1.t............_............ . R R EQUIP€ f TRS I!a WT A,,FAS, THE 11,1FEP HOLF, nf Al,�_ mo" -Nf� TIY!)RAi`1_1 $rTAI-L Pif, PuMim)Pb NOTE U1 RVv1r0TE AREAVALVE o11HALL EXTEND '_31,X (El 114 ,i_::' ABOVE �V -S YPI,C'A I_ C A J E V A L V` TYPICAI FIRE H "r D1, ANT `�"EMBL'I/ DETAIL . ........... ............. — - -- - — -------- N I'S Mil W-4 FiC, FF`tAME' 69� C -OVER ON ARFA SLOPED AREA _0 00ATED STEEL STEPS X GAST N ....... PREC'�S; }DEIN FORCONCRETIE L .r1koTtow_z tai m "o" wt-I'c> EAI_s t liJk,.......... r,AppRnvEg?,JAL 6 TH)POPCONNE.UriON SHAUL BE C4 f,41 P;PE BA'1KFlLLRE;D i.iIN 6" LAYER-, AT0. C01 ).PW,'TED BY HA. -ND TAH."PERS OR Fr,4 --ILLED SELF -COMPACTING T111 ACROSS EE II`ROM INLET TO Ou ILE T 1 BE Ci2' ,EST !A PLUft--) ENVERf FR SM00,TH OF FLO'Oe IEE7",,EEN ,.I 7LET fr OiJLE7 PIPE 'SHALL BE PR C, V1 D E Q, I> z, 7 dk� GES i PIPE l�' J MANHOLE voNE- 1. BEDEDING THICKNESS REQJIF0,,IENTS SH'01"AN ARE I`,,,CNIWJN', AMD-,73'.HALL SE 5 P E,^,,: )N D 1) 0.1 1 G A ULY 0 E TF R M 0N, E D 6 Y T H I S � i L -1,A Tl T �--Q'P THE OL HE C,0frULrANT -SHAU DETERM",,1C v`,'HETHER MANHOL E IXTEI-$TI . I, D OP PTF„ NT-EXTETADED t',,'ME<___ ALL JOINTS, UF1' kii-XES, i?-&E_DUTLE-TS, TO BE SEALF-D �_ GROU'TEC, N,SiDE AND DUT. 4, SPE'ClAL CONSIDERATION SHALL BE IUVEN,' FOP Ei-ATRAr,'cE �ATH STEEP SLOPES. TYPKAL. MA!,JHOLE WITH DROP CC"I41NECTION ANCHO' EXTENDS INT D 5SIOC Oy D�ffCH 6 5. hi N E 2500 P`31 CONWNZ: IE F . ........... .......... . . H n R F"ETAIL, F()R TYPI1C'�`,.A[_ Ad",IQ S - ER R EWERS ON G I_) E-3, AND GREA] 90,, 8-4 ANHO R N11, I AT F:IRST jutiT ABOVE MAN40LE; SLOPED AREA FRAM , F a)�VDR 1 RJESFR COAHJ T"STEL SIEFS CAST IN PLACE PREI-ASJ REINFORCED CONCRETE 5 A" OR APPRCTVED SAL -3 M A Y SE 'APPROVAL. IMTH A,S A `�. THE DFIOP CONINIECT N SHA I L 8� 0" MIN C,UCTRE ]PON PIRE (:L_A$F, 541) 0AC.KFI4 LED IN 61" LJ,�OERS AND I -R` OR _D BY PiANL TAM'P-.; - " , BACKFILLED WITH SELF_,OMPAQTING - -- ----------- 1 MAX RCIS'3 MJ4FRI, T TO 0 OUTLET SHA?LL EE 1120 F1'r - -OR A � MOOTH �LLELTED it4V T 'F 3 :RAN'_,�TION C,`F F LCAN SE rMEEN, INLET & OUf,ET RPE SHALL HE UIMIENSIOI'N V A R I CS WI'Ni 5D P F €Tli_i G — - - - - --3/4 011A OF LAA -,GEST 1p I BEDDINI•HICKNES'S', SHCOAT", ARE MJNiWA,,4 NO SH�JLL PL SPEC= i. If 0EETERk,11NIED 8Y THE C0'45ULTANT FOR THC IL. CONLMOmS, THF U DETFIRMIJIME: INTIFTIIER MANIHULE�-_-', SHALL HAV'� EXTENOEO OR NON EXTFNOU) BASIES. .3. ALL JOINTS, LIFT HOLES, RILUS, DUTLE-Ts Iol L4E sE A L E D NSOEE ANO OU'T. C T`,,Q�C'AL MANHOLE. DROP WITH '--,T—,—EP INCOMIN`3 SLOP� N TS, RE AMNING, BACKFILL HAI 0 i.AIN: R )CK PIAT' M LARGER THAN "j" IN AN" IDIMEN, 1, 0 N 241,4�1 F.4,iTiAL BACKFILL* 5'NIINLiFT':;)` If Pi I N RN G L4,4EU / ,,x, "'N pr -1 UdAINUCAL TAI`4 ER, I E C, 'GHNG 58 STONE L 4" min '>---40LIN...AMt4 "SHAL! BEE ,`J�REI, EN ARF, TI Ol,, SiA B NOTE, 1: 1, OPUTS IN PAVED AREA'S EXISTiN(3 Vr',,C/,T 'RIGHT—OF-WAY -51HAI'L 9"E GA(DKIFILLEI ENTEPEI_Y 'NiTH N 0, 2r, A T01,4E. RU I THE BOTTOM OF TPE 10 E RD BE 50 R: A P E D FOR _! �4 I S' AN COMIRACT II A i'�l 01 ALI, 'S,T(INES' REMOVIE1.) OR A 4.i 6E(),NNG,' ('IF `40• 6.6 STQI,'E :SH ALL BE PROVIIJED 5 1VlERE ROCK ENC.GUNTERE-0 `F -T -,1E "SHALL BE €I` STALLED ON. A kMNW1 b1 BEDCJIti,1i3 OF N,')), FA STONE T `.:.:E�A/EE PIPE Fil', 11 E CJ cn < 0 > E ' E LU a) > < LL. 0 u. ui o �5 0� LLJ c < _j U 00 2! 0- _j Lri LU 1" 0 > 0 64 LuU) L9 � 3: o x < ILL. U-) . > 0 0 ON N > LLI 00 __j 01 LU 0 0 LU > Wuj u r) a 0 0 DATE 31512018 DRAWN BY SHO WALTER DESIGNED BY SHO WALTER CHECKED BY KOTARSKI SCALE 1 " = 20' O v j 0 0 2- O O LU 7,U O < F__f < 0 j__j UJI > 0 cca, 11.10- j > Lu r v j 0 c) DO LLJ 70 Q� C)� 2 < U) 2(D, _r 0 U 0 E (D 0-0 o 0 c Q� -2 (D 0 (D 2 x a) (D o (D m > X c O0 42 0 U -0 U 30B NO. o o O t 40202 c -0 2 O SHEET NO. -acu .0 Q) -0 In C,.1,1 F�- E CONCRETE BUMPER BLOCK ANCHOR WITH 5/8 REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) PAINTED 18' PER 2% MAX. �4" VDOT SPEC. 8' �1�5, �i. $+ 8, 8, TYPICAL VAN r- ACCESSIBLE ACCESSIBLE HANDICAP SPACES FACE OF CURB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale 90211 7km .� PB�ALTY sK)0 - #604 H+E �Iti4 - X500 �+E TOW AWAY ZOWE MW AWAY ZONE jIT 7 N U ABOVELACE88a� 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 7-1/2" U LENGTH 0.5' FROM FIC 5„ ANCHOR WITH W REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP • 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM9.5A 6" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS O • / 4„ min VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 WA CONTROL JOINT SPACED AT WIDTH OF WALK J� EXPANSION JOINT AT MAX OF 30', WITH / PREMOLDED EXPANSION FILLER v•eltv,r d�V i LLJ..741176,7 f`eP1iJG CONCRETE SIDEWALK JOINT DETAIL No Scale i V 1 E Cali •�. VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% / 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXISTING PAVEMENT F— — > n SAWCUT THROUGH I U EX.SURFACEUj COURSE w 'WI & REMOVE PAVEMENT 2' MIN EXISTING PAVEMENT PROPOSED PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" cn DATE �-v �■ ISI � i1 O p PO W111 110 IOWA di 31512018 U C 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM9.5A 6" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS O • / 4„ min VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 WA CONTROL JOINT SPACED AT WIDTH OF WALK J� EXPANSION JOINT AT MAX OF 30', WITH / PREMOLDED EXPANSION FILLER v•eltv,r d�V i LLJ..741176,7 f`eP1iJG CONCRETE SIDEWALK JOINT DETAIL No Scale i V 1 E Cali •�. VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% / 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXISTING PAVEMENT F— — > n SAWCUT THROUGH I U EX.SURFACEUj COURSE w 'WI & REMOVE PAVEMENT 2' MIN EXISTING PAVEMENT PROPOSED PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER �� /\\\/�''--- COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale L°74 4 .4 ° °_611 _ 4' ° d EP! FC TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12 WHEN ALONG SIDEWALK d VOR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK k • 4" MIN. 2" R r-- 4"- v L \/ 4 �„ X a 13" � a a a / 4 4 a4 d \� Q �<//\ /\//\/ —6' 6" COMPACTED SUBGRADE - CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE 4 Qa. Q 7„ 4 v 4 v .4 .d - 4 4 4 A L1 4 -r-1771 _t a 2'-0" CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale V D0T - Palvernent .Des%gat Guide for Subdivision and Secondary tZtartds in Virginia (revised 2014) .. Appendix t •' Flexible Pavement Design Worl£sheei for New Subdivision Streets This sheet :s int Inde d for us., and submission in coniunction e6•ith VD6 ' < <r..n, t r RI—M nom, ..,.i*., n - Courx v ex£_fiate.s i Suhcitvi:;ion t 74 : S. - .�itz� > ... Desip Engineer a ; , t s r € fi l t ✓ � sAa4 F < S.; ,€i Photte: , , 6 r� : t> ,.x ,,:•d ,moi e_: bt-,us k segmcm uonsmerea, as acnnW .n M'tc ,'Subdivision Street Rcquiretneru& CE3ii Design CFVR Average of C'i3Rt z V3 anc roo di>ied ohly as discussed in the Pavement Design Guide. CBI>, -r CBR value of the subgrade swnple, ralaen aad tcstc.d as .SPecifzed in ilte Pavement Design Guide DME VDOT Di irict Materi zis T.11ginccr MIT Equivalent pro)ccted.ua##ic HCS' tiztinhee of 13ettvy Ct> ttmers.ial VelriciQs (e,g. trucks, Effuses, etc.; witit 2 fir r;iore axlEes and 6 or ntore. tireq.). %HCSI Perc nta;e. of the total natlic volume c;oznjiwwd of i-leavy Cotnn,ercial Vehicies. RF Resiliency k actor = l eiakive val to oftize set grarJe wcil's ability t z withstand repeated loading S84 ;toil su rl:omt value of subgrade (SSV = C'BRi , S. ICT') T)r Thickness index of proposed Pavement design coniputed by the conventional Pavement Design Method DR T hi,;knc>s iiuiex Temiited„ based on Desi -ti :< ADT and SSV, deternnned by appendix ii. Sten l.. I ct i ttaiue Design AADT Step ; Determine Designs Values CSR, RFi and SSV AfiL)iI rn l EQ C13R Resiliency factor (F ) ...... ...-- FI - - S<.trce Value „%aHC'V - 100 ( FffCV AAl- T) � 2 ° Table 1 or i ..... EPT::: 20)x iICV dot For 'E zzclta I Note: For ffC 6y < "a:. use AAt) [ "ln€iC'v 5°ta, � � -::. t DR 12h sc�vt ti ill 'i'T>AAD'd F 2 y £ 1 y m E ? _ t #3rea lu ctesttae, the lowest RI1 a•'l �£ [tt vae ih thehc e.qu xt ,7rt Design A. ADT DT CBR, { R>F r Use greater of A2ADT or i PT at _.. i.. step e' Design(Cher* appropriate box and saovproposed pavement rosig ALedDesign zz bele w,) to, D sign AA D i � 400 Show pavement to t erca tt°t t csi75 ax i tht hi a #rani ��pendix tl' Tahl t A to E 0 (Lt) Show pavernent section as dueeioped in the Pavement Design Guide. art T L � -1_ (See Appendix 111 1<,r material notatiotas ard thickness equiv k-,m.y Vali s ;a3j, from Appendix Il Description of Proposed sed Pavement Section Material Notation pp Thickness, It a $u x it) LiYf2C5)"11 , t £ h # ew > > -.�� is Bast; f£ . � � ` p: t t�,'cFtr�ta r£tsa warn i `> It µ Subbase I Dp ;nest equal or exceed the value of DR, Dp E(a h) :-: 28 PAVEMENT DESIGN CALCULATIONS FOR AVON CT No Scale -------.-... F, COLORS: LEGEND - WHITE {RETROREFLECTIVE) BACKGROUND — RED (R ElR0REFLEC TIVE; 1-1 MUTCD STOP SIGN DETAIL No Scale ROAD CROSS SECTION AVON CT. (25 MPH DESIGN SPEED) EXISTING 15' 15' PROPOSED RIGHT-OF-WAY PRESCRIPTIVE EASEMENT DEDICATION 30' ON STREET PARKING IS NOT PERMITTED CIL SHOULDER 4'FORESLOPE ROAD CROSS SECTION No Scale VDOT'— Pavenieut Design Guide for Subdivision and Secondary Roads in Virginia (revised 2014) Please refer to Appieradices H and V for the application of this diagram in the design of pavement. 32 ,JSXa f s i 1 .1�1fiT �,"-`-i3' - LicA No. 0.402048507 1 I g ME cn DATE �-v �■ ISI � 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER �� /\\\/�''--- COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale L°74 4 .4 ° °_611 _ 4' ° d EP! FC TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12 WHEN ALONG SIDEWALK d VOR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK k • 4" MIN. 2" R r-- 4"- v L \/ 4 �„ X a 13" � a a a / 4 4 a4 d \� Q �<//\ /\//\/ —6' 6" COMPACTED SUBGRADE - CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE 4 Qa. Q 7„ 4 v 4 v .4 .d - 4 4 4 A L1 4 -r-1771 _t a 2'-0" CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale V D0T - Palvernent .Des%gat Guide for Subdivision and Secondary tZtartds in Virginia (revised 2014) .. Appendix t •' Flexible Pavement Design Worl£sheei for New Subdivision Streets This sheet :s int Inde d for us., and submission in coniunction e6•ith VD6 ' < <r..n, t r RI—M nom, ..,.i*., n - Courx v ex£_fiate.s i Suhcitvi:;ion t 74 : S. - .�itz� > ... Desip Engineer a ; , t s r € fi l t ✓ � sAa4 F < S.; ,€i Photte: , , 6 r� : t> ,.x ,,:•d ,moi e_: bt-,us k segmcm uonsmerea, as acnnW .n M'tc ,'Subdivision Street Rcquiretneru& CE3ii Design CFVR Average of C'i3Rt z V3 anc roo di>ied ohly as discussed in the Pavement Design Guide. CBI>, -r CBR value of the subgrade swnple, ralaen aad tcstc.d as .SPecifzed in ilte Pavement Design Guide DME VDOT Di irict Materi zis T.11ginccr MIT Equivalent pro)ccted.ua##ic HCS' tiztinhee of 13ettvy Ct> ttmers.ial VelriciQs (e,g. trucks, Effuses, etc.; witit 2 fir r;iore axlEes and 6 or ntore. tireq.). %HCSI Perc nta;e. of the total natlic volume c;oznjiwwd of i-leavy Cotnn,ercial Vehicies. RF Resiliency k actor = l eiakive val to oftize set grarJe wcil's ability t z withstand repeated loading S84 ;toil su rl:omt value of subgrade (SSV = C'BRi , S. ICT') T)r Thickness index of proposed Pavement design coniputed by the conventional Pavement Design Method DR T hi,;knc>s iiuiex Temiited„ based on Desi -ti :< ADT and SSV, deternnned by appendix ii. Sten l.. I ct i ttaiue Design AADT Step ; Determine Designs Values CSR, RFi and SSV AfiL)iI rn l EQ C13R Resiliency factor (F ) ...... ...-- FI - - S<.trce Value „%aHC'V - 100 ( FffCV AAl- T) � 2 ° Table 1 or i ..... EPT::: 20)x iICV dot For 'E zzclta I Note: For ffC 6y < "a:. use AAt) [ "ln€iC'v 5°ta, � � -::. t DR 12h sc�vt ti ill 'i'T>AAD'd F 2 y £ 1 y m E ? _ t #3rea lu ctesttae, the lowest RI1 a•'l �£ [tt vae ih thehc e.qu xt ,7rt Design A. ADT DT CBR, { R>F r Use greater of A2ADT or i PT at _.. i.. step e' Design(Cher* appropriate box and saovproposed pavement rosig ALedDesign zz bele w,) to, D sign AA D i � 400 Show pavement to t erca tt°t t csi75 ax i tht hi a #rani ��pendix tl' Tahl t A to E 0 (Lt) Show pavernent section as dueeioped in the Pavement Design Guide. art T L � -1_ (See Appendix 111 1<,r material notatiotas ard thickness equiv k-,m.y Vali s ;a3j, from Appendix Il Description of Proposed sed Pavement Section Material Notation pp Thickness, It a $u x it) LiYf2C5)"11 , t £ h # ew > > -.�� is Bast; f£ . � � ` p: t t�,'cFtr�ta r£tsa warn i `> It µ Subbase I Dp ;nest equal or exceed the value of DR, Dp E(a h) :-: 28 PAVEMENT DESIGN CALCULATIONS FOR AVON CT No Scale -------.-... F, COLORS: LEGEND - WHITE {RETROREFLECTIVE) BACKGROUND — RED (R ElR0REFLEC TIVE; 1-1 MUTCD STOP SIGN DETAIL No Scale ROAD CROSS SECTION AVON CT. (25 MPH DESIGN SPEED) EXISTING 15' 15' PROPOSED RIGHT-OF-WAY PRESCRIPTIVE EASEMENT DEDICATION 30' ON STREET PARKING IS NOT PERMITTED CIL SHOULDER 4'FORESLOPE ROAD CROSS SECTION No Scale VDOT'— Pavenieut Design Guide for Subdivision and Secondary Roads in Virginia (revised 2014) Please refer to Appieradices H and V for the application of this diagram in the design of pavement. 32 ,JSXa f s i 1 .1�1fiT �,"-`-i3' - LicA No. 0.402048507 1 I g ME cn DATE O p 31512018 U C eT � DRAWN BY N ui J, SHOWALTER 0 N 0 J. SHOWALTER N 0 CHECKED BY C. KOTARSKI > E a C `o E 1"=20' we 0 --i i --iI e a� U. %j j ry H > LU N O O LU LL to I\ LUs� � LU uj J CU U cc) z � c O > a� LU Lu Q�� rj U tumL 6-7 0 i+ Ul �a 0 O (L A J� LU Q U) U i � Sn Q U Z �' O W 0 �a =b o � c _ - �o E �(D U) � N z �C �N �¢� O d o O 0 "'14 rn `.' w ZN O� X ro 0 � o o� n r 0 0 CID _j o � Q � (DC: >Y N M UN Vi Xo U U :S2 �N t4 C O w0 ,= o v E� U � c� O -0O) C Q? a O JOB NO. U w 00 .— 40202 z N SHEET N C C O U NO. i— C1,2 W > W w SQ U Q Q z O cn DATE 31512018 U C 0 DRAWN BY J, SHOWALTER 0 DESIGNED BY 0 J. SHOWALTER N CHECKED BY C. KOTARSKI a C `o SCALE 1"=20' 0 --i U C N o N Uj 0 Q a C `o 0 --i i --iI e %j j ry H > LU N O uj J CU � c > a� LU Lu Q�� 6-7 0 i+ Ul �a 0 O J� LU Q U) U Z �' O o � c _ �o E �(D �C �N d o O 0 ZN O� X 0 � o o� 0 0 o � Q � (DC: >Y N M UN Xo U U :S2 �N t4 C w0 ,= o v E� U � O -0O) C Q? a JOB NO. U w 00 .— 40202 z N SHEET N C C O U NO. 0-0 C1,2 4 x 4 POST UNLESS OTHERWISE NOTED 2 x 4 RAILON PLAN (TYP.) --\-, CONC. ---- STONE—4 m am 1 x 6 TRIMMER 1 x 6 SIDING NO TE 'ADJUST TO HEIGHT 10'� 3 OF CASTER WHEELS 1. ON GA TE I ~-- 12" POST ELEVA TION m �j i PLAN VIEW 1 x 6 TRIMMER 1 x 6 SIDING 1 x6CAP 1 x 6 TRIMMER NOTE.- ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREATED DUMPSTER PAD & ENCLOSURE DETAIL No Scale OUTSIDE ELEVA TION NSIDE ELEVATION Nvr FOR RETAlm. '011-:A(4NP` PIPE )'E(.t`EI � t WALL -,ETA�L8 t € ; RAL C} PAR °{ N L�INT5 Ad § INTERVAL-' "'c('ii P ¢..v xl�xt.s — - --� 4 C. J r � �E L we r �Bl EENT . 1 IAN NILS. fir x t '` f1 s ? ;L`: r ft } f rr h« ET g 4s1 1a ' t fR rhe Q,137-51' C z t, [-F }LE 4 rt ,. F.l .lt[) p1"Tur '€°:i" I HFC!NF. Ort PIPE 3,v MAX,. HR-1, p�*sy .Mp �y.�F� y$'�'^ iii :.x f-,1yy��*.y' ,�rLi'i, pp.��,TLE.L. ::a�z �r,:s T.H:;;rw,3t'`�s;�. g �-......_ 1 5 k"F TYP 1I P `DE TRIAN RAIL_ w k J —;°6"Y H4s� 001'-110 F 10, I:1 E, ::ul tsPd @C<v ^F €,t<: a -AND F�AP F bz J �- SE L r(r irf{ p Pf °Jj71 jf s L SE 3QR HEDU E<W. FcP&F<P , rltaEk�r'tL .vi ,!.{-,bt,? I) .a�.;l?�F�P!#„ F+=E.. ' I .. E ,V �" i�e�t1'•< Sr �1�''tztd htF ,41��' �� , £ 7 t,' tr olrE HR -1 TYP. I HAN RML NUN S 9 )t Tbst F' It TE t t11 F T : `HAI E.,,; iiia L P Vs(Jr a f l't €PeC ALL n, f P8 TL F (--Ir! :r - F€ `s t r>rd H# s •tI€ sa, Y `,. GRIPPING RAIL DET.AdL. s0 �030001t N'S, 1` ANWHOA, e(>I_T4,:.. work tis,1F ALONG i"DE a'z;l ZS f?iat riAMPz,1 +ltt? r`stf km�{ F''A` L of i`Tt Lm }AdH xa. I 11--U'" 5 ) ;:: ��i RARE N, r.t:��e r�Ft'-1i �rlC' r � Tt r.:f � �t�z�i;L P � L`Jrf€t,F.,[7 ;iN 1.5' 2.66' 2.66' 2.66' 1.5' FOUNDATION DETAIL BOLLARD (TYP.) Fl b"f _ k fTN THE r;t,�lLrfT'?1 . AJ€? r sD aE , J' Ir az, Ttf hl: � VENV _ ,a ,,� T{ A HSE�L �<.,.,fJF �€m AIN:; ON AL VP aV:E .EN f1...,040 CONC. PRD (TYP.) 5' 6x6POSTS �j i PLAN VIEW 1 x 6 TRIMMER 1 x 6 SIDING 1 x6CAP 1 x 6 TRIMMER NOTE.- ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREATED DUMPSTER PAD & ENCLOSURE DETAIL No Scale OUTSIDE ELEVA TION NSIDE ELEVATION Nvr FOR RETAlm. '011-:A(4NP` PIPE )'E(.t`EI � t WALL -,ETA�L8 t € ; RAL C} PAR °{ N L�INT5 Ad § INTERVAL-' "'c('ii P ¢..v xl�xt.s — - --� 4 C. J r � �E L we r �Bl EENT . 1 IAN NILS. fir x t '` f1 s ? ;L`: r ft } f rr h« ET g 4s1 1a ' t fR rhe Q,137-51' C z t, [-F }LE 4 rt ,. F.l .lt[) p1"Tur '€°:i" I HFC!NF. Ort PIPE 3,v MAX,. HR-1, p�*sy .Mp �y.�F� y$'�'^ iii :.x f-,1yy��*.y' ,�rLi'i, pp.��,TLE.L. ::a�z �r,:s T.H:;;rw,3t'`�s;�. g �-......_ 1 5 k"F TYP 1I P `DE TRIAN RAIL_ w k J —;°6"Y H4s� 001'-110 F 10, I:1 E, ::ul tsPd @C<v ^F €,t<: a -AND F�AP F bz J �- SE L r(r irf{ p Pf °Jj71 jf s L SE 3QR HEDU E<W. FcP&F<P , rltaEk�r'tL .vi ,!.{-,bt,? I) .a�.;l?�F�P!#„ F+=E.. ' I .. E ,V �" i�e�t1'•< Sr �1�''tztd htF ,41��' �� , £ 7 t,' tr olrE HR -1 TYP. I HAN RML NUN S 9 )t Tbst F' It TE t t11 F T : `HAI E.,,; iiia L P Vs(Jr a f l't €PeC ALL n, f P8 TL F (--Ir! :r - F€ `s t r>rd H# s •tI€ sa, Y `,. GRIPPING RAIL DET.AdL. s0 �030001t N'S, 1` ANWHOA, e(>I_T4,:.. work tis,1F ALONG i"DE a'z;l ZS f?iat riAMPz,1 +ltt? r`stf km�{ F''A` L of i`Tt Lm }AdH xa. I M AIL .PAN Vi J,01 �T� AT 1N 11URv ALJ NOT ExcE, 31i !y p r 'r , v flint NPs 4 RE z MT -J VA ..11r 1 t; ' 1m1taP 21, z HR- I TYPE III ICY LE PA t Et OtPIst )RE0E3.: SNF Ts r, c) IGINAL SEAL Attc _>,�NE GERA14 4 fC ONt-fE:C:I�N Ttlz J STANDARD HANDRAIL METHOD r pLy LOCATING INS Gly L AND ERECTING .. ... Vi tl .4?A DE 'ARIf Ci`t3 '6 .. . ifYYj�' 50-4. MA,'4:.. gr); -PPE 4t r Pp,< � 1 "! 80L ,, 0�G S, SHALL BE Pxi Tip R ED T�AATC H GRA rE, E RAMF r t a� tk P rmr 3%* STEPS 6; Flys: Frt. SGtAL} . MATC,2f f, RAS.) 0 F :R.44P 1 EWXKS.AN wTEP,; N ilf r y H € LX { ROLrIDEt .ANO 5'FEt TI,rEM"`( Wx-0 €i: d f}�N[14 wr } �JE`t�z$',S f.. TAA, sTffSfi, T ,. cr.: I,v A! t t,fC),k + C tit 4,00:;.ALL x AVAIL ASLE RN01 'S r 31VJS MAY Fez US fLEI.,I TH M4,10FA TUPFF THAT rPd� E T tRtGUR-'Fsf id E m. ET- �1ITI.1 '`'P RA N� SYSTi,.A�-as'€yl d,.:E3r .?.E,;i�€tT�I' '�.}tlif T HE >CJ Tt LC 04.: DRRNINiGs AND3'Fn.a ICr.f P TwfW i t I, ELF tt Af "fir LFd"d tf FH tJ 31 E 1 t. 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TO W:: k3 ,E[! 49s #t ASA PR0-F (. j tOf,II€ F,I) 1/4" SAG F WI TH TURNE 2x4CROS 2x4FRA 12' S7 HINGE 4 - A /1 A (] /l i ICED OUTSIDE GA TE VIEW J 1, hiJ ICF\ VY F1 LLL-) INSIDE GATE VIEW EXTERIOR STAIRS NO Scale SIGNAGE NOTES: Wt.Ai ht0 RI='.€,,OE S-`TA1bAP0 : 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF Rf a 5'04 DATs SH E T : �~,F EACH OF THE FOLLOWING AND ANY REVISION THERE TO: y A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ,ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AMD INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. S''ITD. R1-1 NOTE: STOP SIGINS TO BE 30" WITH HIGH INTENSITY SHEETING STRIPING AND SIGNAGE DETAIL No Scale SOLID WHITE LINE 24" (TYP.) (VARIES) STOP BAR DETAIL NO SCALE m E Q 0 M u N N� Q 0 >E e E LuLu > <� �. o ® U. 0 m ��2 H o� � UA �r-4 z�'ko r- ¢ �Lr; 0,- En vM GOCD Lu J z 0 a ry U u z 0 w I DATE 3/5/2018 DRAWN BY 3. SHOWALTER DESIGNED BY 3. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1 r0r 0 g a U c v0 O N rn 0 Lu D 0 0 J o N V U) Q ry< 0 H z � F— s e�Lij w Q -y U) o � ri O :3a0 F-Of Q Q TW 00 U �o:iE ), F t6 0 E �. - N a0 E O O x Q� E- � at Q� Y N (p 7 N U � (D O L 2 �N �o � O N F— a U s6 U JOB NO. N o � U 40202 C N O C SHEET NO. Q sC1.3 12" MIN (TYP.) 1.5"DIA GALV. %// RAIL (TYP.) / 2 r-10 n (TYP-) EXP. JOINT 12" MIN (TYP.) FINISHE 12" GRADE (TYP.) WASH 2'-10" 1/2" R (MAX.) a. _ V-4" t FINISHED EXP.$r, ` p 5" GRADE JOIINT a CONCRETE 1/8" aq.: #3 REBAR (12" O.C.) YVASH a 5" # 57 STONE 8„ 1'_11 a (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ a LAP 2'-2" AT SPLICES NOTES:1. COMPACTED SUBGRADE FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS NO Scale SIGNAGE NOTES: Wt.Ai ht0 RI='.€,,OE S-`TA1bAP0 : 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF Rf a 5'04 DATs SH E T : �~,F EACH OF THE FOLLOWING AND ANY REVISION THERE TO: y A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ,ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AMD INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. S''ITD. R1-1 NOTE: STOP SIGINS TO BE 30" WITH HIGH INTENSITY SHEETING STRIPING AND SIGNAGE DETAIL No Scale SOLID WHITE LINE 24" (TYP.) (VARIES) STOP BAR DETAIL NO SCALE m E Q 0 M u N N� Q 0 >E e E LuLu > <� �. o ® U. 0 m ��2 H o� � UA �r-4 z�'ko r- ¢ �Lr; 0,- En vM GOCD Lu J z 0 a ry U u z 0 w I DATE 3/5/2018 DRAWN BY 3. SHOWALTER DESIGNED BY 3. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1 r0r 0 g a U c v0 O N rn 0 Lu D 0 0 J o N V U) Q ry< 0 H z � F— s e�Lij w Q -y U) o � ri O :3a0 F-Of Q Q TW 00 U �o:iE ), F t6 0 E �. - N a0 E O O x Q� E- � at Q� Y N (p 7 N U � (D O L 2 �N �o � O N F— a U s6 U JOB NO. N o � U 40202 C N O C SHEET NO. Q sC1.3 O N O t C 410 41 STA 1+42.91 11 _. � _.._..._� _ _ � STA 0+$1.23 _ ...�_ TOP 399.75 � � ._....._375 AVON CT. INV IN 187.90 (12) 3 INV OUT 387.80 (10) 8 405 _ .... ._.._ 405 6"C—LEAN-OUT STA 1+6.00 9 FUTURE TOP 339.33 15.00' OF INV IN 385.2$1 (10) GRADE INV OUT 377.40 (8) 8" Ductile Iro - 400 £ 400 @ 15.00% EX GROUND 370 395 395 3.5' MIN. COVER STA 1+11.OQ TOP 379.4 7 6' W1L INV IN 375.15 (8 6, 390 INV OUT 367.50 (6> 1.5' MIN. 390 6" 385 3$5 I _.. _ .__ ___.... _.....g_ _ .. _ _ _. STA 0+96.00 5 10 TOP 369.49 16.91' OF INV IN 365.25 (6) 1 8" Ductile Iron INV OUT 357.60 (4) @ 15.08% 380 € 380 375_.._ _. � _.._..._� _ _ � STA 0+$1.23 _ ...�_ 415 � � ._....._375 AVON CT. 3 o� 8 TOP €359.74 Ui INV IN 355.40 (4) 15.00' OF INV OUT 349.89 (2) 6E 8" Ductile Iro - LU N @ 15.00% "> 370 # s _...._._. 370 QU.+ 3:ti O 365 _ _ P I __._.._ 365 Q _j U # E LU Ln O � 6 kD Uj N f 15.00' OF z U 3: 8" Ductile Iron .j W w 0 @ 15.00% € as Z3"t aFn s 360 1340 3401 1335 i 0+00 1+00 2+00 2+50 SANITARY SEWER PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L_ PVC LATERAL 4.75% PVC LATERAL 3.11% 425 NOTE: MAINTAIN 3.51 MIN. COVER OVER WATERLINES 420 415 410 FUTURE GRADE 405 400 6" X 6":TEE 6" CAP 395 390 EX. GROUND I'45° BEND 45°:BEND i BEND(S)AS NEEDED TO MAKE CONNECTION I TO EX. WATERLINE — CONNECTION TO EXISTING WATERLINE. ! VERIFY LOCATION AND ELEVATION. 425 415 420 410 415 405 410 400 405 395 400 390 395 390 -0+25 0+00 1+00 2+00 3+00 3+50 WATERLINE PROFILE - AVON CT. HORIZ SCALE: 1"=50' VERT SCALE: 1"=5' 385 380 9+50 10+00 11+00 112+00 13+00 WATERLINE PROFILE - SITE SERVICE LINE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5' 415 410 405 400 395 390 385 380 14+00 14+50 r� E j 0 o o� Ui > E 6E LU N "> QU.+ 3:ti O ui 00 Q _j U LU Ln O kD Uj N z U 3: .j W w 0 as Z3"t z u)x CN15 Qom' o m H 4 L,.u,/ 00 JCD Uj L ko I W, O t7 0 z a w w w � Q UU 0 Vi DATE 3/5/2018 DRAWN BY 3. SHOWALTER DESIGNED BY 3. SHOWALTER CHECKED BY C. KOTARSKI SCALE CL0 5 N N o a `n �9 m LL as N o L Q _ A 0 LU _ Q 0C --� _ cu LLJ a / N H � < J > v v) Uj Lu 66 0 3o Q U) � U LU_� o� T � � O O _ a o _ O y Z N Oai 2x x 0 v) F- o� m Q� '� Q1) }_ U U X _ (D.2 U U i N !A O N U = O N E O = U � O w � t6 U JOB NO. 0 o N — U 40202 � U) V7 = = O U SHEET NO. Q o C4.2 jjp2 (D ami A O D- Q) N �O 6 fy O CD N U) � Z �0 ❑ 7. o 75 PLANT KEY TREES BOTANICAL NAME AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' GIN BIL GINKGO BILOBA'PRINCETON SENTRY' QUE PHE QUERCUS PHELLOS ULM BOS ULMUS PARVIFOLIA 'BOSQUE' 1"=20' SHRUBS BOTANICAL NAME ILE COR ILEX CORNUTA 'CARISSA' ILE DWA ILEX CORNUTA 'DWARF BURFORD' MIS GRA MISCANTHUS SINENSIS 'GRACILLIMUS' SPI BRI SPIRAEA PRUNIFOLIA 'BRIDALWREATH' �17NIJH OF CNK W. H III 03/05/18 y � cn E DESIGNED BY B. D./F, H. 0 N o o B. DAVIS SCALE N � 1"=20' 41 > N � N O U) N cC o > E N E uj O Q Q Lu 4- ul O ai N QL 3 N Q U.Q no Bof� 77<0 Um Q�j Z vi `H N O cE CL�—L6 / _O 's N _j < o au U) cv � V) a.r o � -a 0 Z3 X U 0v);� o � O w ®Q � 2 U < to .0 v N Z O =sa >Ln O > F- SE o E h tri Cf) ... � c � U c o L d o c O o U v M CL b Z N o0a 0 J �a X CD Lu Q) F' m o ILD H 0 0 0 vi 0 o ' Q � a� c > ZD N cu s N U O X 0 0,0 O U N 0 ZD O y U c O O N E a 0cu U cu O - -6 O -0. O g F- O 8 U 0 JOB NO. 0 o Lu u) .- l4 U w w 40202 �N N = O SHNO. � Q Q w L IJEET �, u o� � o F .E z O i✓i DATE 3/5/2018 O DRAWN BY B. DAVIS P. DESIGNED BY B. D./F, H. 0 N CHECKED BY B. DAVIS SCALE 1"=20' 41 > P. 0 N s U C vi 41 > N O U) N N uj O Q Q O N 3 N Q 77<0 vi `H N O cE / _j < o V) a.r o � -a 0 o � O 2 U < to .0 O > F- SE o E ... � c � U c d o c O o Z N o0a �a X Q) F' m o 0 0 0 0 o ' Q � a� c > N cu s N U X 0 0,0 O U N 0 O y U c O N E a 0cu U cu O - -6 O -0. O g O 8 U JOB NO. 0 o u) .- l4 U 40202 �N N = O SHNO. Q w L IJEET �, o� � o F .E HEIGHT VARIES WITH PLANTS 12" MIN. 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 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 260.1 "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 AND 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. 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 TOP %3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT NOT TO SCALE 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 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR+ AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO + 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE OI` PLAN' SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAf I � E � B&B CONTAINER Z Ill I 101 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 VIPl1Y1L 1 LI\ MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS U OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK 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. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING 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 4-16" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUTAWAY ALL BALLING ROPES, REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUNID ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 3 X ROOTBALL DIAMETER CONIFEROUS TREE - STAKING SPECIFIED NOT TO SCALE PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS AME GRA 6 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 8'-10` HT. B&B MULTI -STEAM GIN BIL 2 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY GINKGO 8'-10' HT. B&B , 1.25(GROWTH FACTOR) QUE PHE 17 QUERCUS PHELLOS WILLOW OAK 2.5" CAL B&B = 0 SF REQUIRED ULM BOS 5 ULMUS PARVIFOLIA 'BOSQUE' BOSQUE ELM 2.5" CAL B&B MATCHING/SPECIMEN SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS ILE COR 12 ILEX CORNUTA 'CARISSA' CARISSA HOLLY 24" HT/SPRD CONTAINER 36" o.c. ILE DWA 27 ILEX CORNUTA DWARF BURFORD' DWARF BURFORD HOLLY 24" HT/SPRD CONTAINER 48" o.c. MIS GRA 11 MISCANTHUS SINENSIS'GRACILLIMUS' MAIDEN GRASS 24" HT/SPRD CONTAINER 36" o.c. SPI BRI 9 SPIR \EA PRUNIFOLIA'BRIDALWREATH' BRIDAL WREATH SPIREA 24" HT/SPRD CONTAINER PRESSURE SO THAT ROOTBALL TREE CANOPY REQUIREMENTS REQUIREMENT GROSS SITE CALCULATIONS TREE PRESERVATION REQUIRED PROVIDED 89 SPACES AREA 1 LG TREE/50' CREDIT 5 LG TREES 5 LG TREES 10% TREE 236 LF ADJUSTED GROSS SITE AREA 32356 SF EXISTING x 6 MD TREES EX. TREE COVER= 40,445 SF COVER AT 10 2.90 ACRES = 277,912 - 35,962 (BUILDING) = , 1.25(GROWTH FACTOR) 12,632.4 SF - 40,445 SF 23 LG TREES @ 200 SF = 4600 SF YEARS 126,324 SF 241,950 SF = 0 SF REQUIRED 8 MD TREES @ 150 SF = 1200 SF MATURITY REMOVE TAGS, LABELS, AND 126,324 x 10% = 12,632.4 SF = 40,445 SF 1" COMPOST LAYER TOTAL = 46,245 SF LANDSCAPING ALONG STREETS REQUIREMENTS YARD LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 89 SPACES 89/10 = 8.9 1 LG TREE/50' 236'/ 50' = 4.72 * 1 = 4.72 5 LG TREES 5 LG TREES PERIMETER A 236 LF 1 MD TREE/40' 236'/ 40'= 5.9 * 1 = 5.9 6 MD TREES 6 MD TREES 2,371 SF 2,700 SF 1 SHRUBP5' 236'/ 5' = 47.2 * 1 = 47.2 48 SHRUBS 60 SHRUBS REQUIREMENT AREA CALCULATIONS REQUIRED PROVIDED 1 TREE /10 PARKING SPACES 89 SPACES 89/10 = 8.9 9 TREES 20 TREES 12 GAUGE. ALLOW FOR A PARKING AREA = 14,954 SF SLIGHT AMOUNT OF MOVEMENT r 2"X2" HARDWOOD STAKE 5% OF PAVED AREA TO BE PARKING DRIVE AREA = 32,466.56 SF 47,420.56 SF x.05 - 2,371 2,371 SF 2,700 SF LANDSCAPED TOTAL PARKING & DRIVE AREA = IF FIELD GROWN CUT AWAY ALL B. D,/F. H, BALLING ROPES. REMOVE BURLAP OR 47,420.56 SF CONTAINER GROWN, REMOVE B. DAVIS EXISTING FORESTED AREA 32,356 SF VInlYIL 1 LI\ DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE :W 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 �ill[�il� ' • _�� 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. TH f l &BK W. H C III W 14f �. 03/05/18 PE m E PRUNE CODOMINATE LEADERS PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY RUBBER HOSE DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER GALVANIZED WIRE GUY SPROUTS, OR CROSS -BRANCHES. 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT r 2"X2" HARDWOOD STAKE ccn � 2'-6" MIN BELOW SURFACE. B. DA VIS STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL B. D,/F. H, BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE B. DAVIS CONTAINER AND CUT CIRCLING ROOTS REMOVE TAGS, LABELS, AND SCALE PLASTIC SLEEVING. DO NOT STAKE 1" COMPOST LAYER UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM �bkn TOP % OF BALL. IF CONTAINER 2-3" MULCH LAYER, MULCH TO EDGE GROWN, REMOVE CONTAINER OF DRIPLINE. KEEP 4-6" AWAY FROM AND CUT CIRCLING ROOTS TRUNK FLARE 1:1 SLOPE OF SIDES OF 6" SAUCER PLANTING HOLE TAMP SOIL AROUND ROOTBALL SCARIFY SIDES BEFORE PLANTING BASE FIRMLY WITH FOOT ¢_jUc PRESSURE SO THAT ROOTBALL TAMP SOIL AROUND ROOTBALL DOES NOT SHIFT BASE FIRMLY WITH FOOT z PRESSURE SO THAT ROOTBALL DOES NOT SHIFT VInlYIL 1 LI\ DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE :W 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 �ill[�il� ' • _�� 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. TH f l &BK W. H C III W 14f �. 03/05/18 PE m E (n DATE > 0 0 1/26/2017 `) r DRAWN BY ccn � B. DA VIS cv B. D,/F. H, CHECKED BY B. DAVIS > E SCALE e E Lu 4- �bkn a y- o ¢_jUc z w 0 CL o� ry uj 0`� U � o U) cn 6 u- w "t z Ln O <> a EnN w v M cl� a d- 00-1 cri oc 0 ca 0 M Lu > w Lu z 0 _ N U w > N o UJ _ ..__� 2 _ o 0 N _ C) 0 z cu s N u LJ >v Ln 0 ujui _ w 10CLQ) :D _j n 70 0,o rY <2 o d 0U) = U wo U o2i T~ mo N d o 02 0 0- x o� � o Q o .§ X Q).o 0)'6 �N m _ N U �o E �d U � o� U JOB NO. o N- U 40202 V7 _ SHEET NJ �jO. M. LLa iJ N N (n DATE > 1/26/2017 0 r DRAWN BY B. DA VIS DESIGNED BY B. D,/F. H, CHECKED BY B. DAVIS SCALE 1"=20' _ N U w > N o UJ _ ..__� 2 _ o 0 N _ C) 0 z cu s N u LJ >v Ln 0 ujui _ w 10CLQ) :D _j n 70 0,o rY <2 o d 0U) = U wo U o2i T~ mo N d o 02 0 0- x o� � o Q o .§ X Q).o 0)'6 �N m _ N U �o E �d U � o� U JOB NO. o N- U 40202 V7 _ SHEET NJ �jO. M. LLa iJ N N