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HomeMy WebLinkAboutSDP201700007 Plan - Approved Initial Site Plan 2017-04-03SITE DATA - TAX MAP PARCEL: 61 M-6 PARCEL AREA: 3.75 AC LIMITS OF DISTURBANCE: 4.06 ACRES ZONING: COMMERCIAL (Cl), OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC). SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: NOVEMBER 2016 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET REQUIRED BUILDING SETBACKS: RT 29: 10 FT SIDE & REAR: 50 FT (ABUTTING RESIDENTIAL) PROVIDED BUILDING SETBACKS: RT 29: 154.46 FT PREMIER: 98.71 FT SIDE & REAR: 18.41 FT (SIDE), 65.32 (REAR) PARKING SETBACKS: REAR: 20FT BUILDING HEIGHT: 29.5' BUILDING SQUARE FOOTAGE: 35,962 SF PROPOSED USES: GROCERY TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2.48 ACRES KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATION. WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED PARKING REQUIRED: 1 SPACES / 100 SQ. FT. (FIRST 5,000 SQ. FT. = 50 SPACES 1 SPACES / 200 SQ. FT. (REMAINDER) X 18,812 SQ. FT. = 95 SPACES WAREHOUSE SQUARE FOOTAGE (12,150 SQ. FT.) EXCLUDED FROM PARKING CALCULATIONS PARKING PROVIDED: 163 SPACES ADA PARKING PROVIDED: 6 SPACES, 1 VAN ACCESSIBLE L INITIAL SITE PLAN oz/o6/zoic PRC7IECT LOCATION VICINITY MAP SCALE: 1••• = 1,000' CONTRACT PURCHASER: LDIL US, LLC 4708 SOUTHPOINT PKWY FREDERICKSBURG, VA 22407 CONTACT: ANDREW GARTRELL TELEPHONE: 571-457-9049 OWNER: TI01A LTD 5513 WY44NT LANE CHARLOTTESVILLE, VA 22903-7325 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Submittal fvp Reviewed and Approved by the Community Je elopment Deparimon�t Daa1 COVER C1.0 NOTES AND DETAILS Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C3.3 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C4.0 OVERALL PLAN C4.1 LAYOUT & UTILITIES PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SHOT SPOTS PLAN — t;6.0 STORMWATER SUMARY PLAN C6.1 STORMWATER MANAGEMENT PLAN C7.0 PROFILES C7.1 PROFILES E1 0 PHOTOMETRIC PLAN F2.3 LIGHTING CUT SHEETS L'i.0 LANDSCAPE PLAN L1.1 LANDSCAPE NOTES & DETAILS NUMBER OF SHEETS=21 M E C7 9 � v N Ui N i Q O > E LU �; E UA ¢� U. d LUO cl, U <¢ _j V co J —Lri C j ti z� v �x < < Oa � _�' >� F <t �Ln aN L_ M rL 00_j CD Uj z O Q. U W 0 z O w af LU Q 0 DATE 2/6/2017 DRAWN BY 3. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE N/A o .� U O U M U) Lu a= Invol �a a Q » Q a m o .� Q > M �o Lu a= �a O U Q m W 0 N U U� _j>o Z� N Fz "4 � Q (D r) LL x� JOB NO. 0 o to x Q) F- o 0� Ua Ln o 0 0 o5 O p �' 2 U) 2i Q o co, 0 s o � Q� a� Q� �o 2�x a= �a O U do ::) U � y f0 0 0 N U � O Z� N Fz "4 zN 2 0 v cu"6 :2 x� JOB NO. 0 o to x Q) F- o .— m U 33148.023 o o � Q� o Q� 2�x �N U �a O U L O � y f0 0 0 N U � O N Fz "4 2 cu"6 :2 cu JOB NO. 0 o to .— m U 33148.023 c N N O r U SHEET NO. Q o co, 0 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. (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)I. 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 PjAVEMENT 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 NIARRATIVE 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. (N/A) 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 STRUCOTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17A-03. 30. THE CLEAR ZONE 1S TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 3'I. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN jAS 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 SPECIFIICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE VyVITH 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 (HORIZON TAL:VERTICAL). WHERE REASONABLW 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 PAPE - CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA S>TANDARDS 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 22% 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 F=ACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERWANENT 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. URETHANE JOINT SEALING COMPOUND DEPTH «0,5° DECK -O -FOAM EXPANSION JOINT FILLER W1 PRE -SCORED STRIP NOTE: 1. JOINT SPACING TO BE 24'x24' EXPANSION JOINT NOT TO SCALE 4000 PSI COMPRESSIVE STRENGTH CONCRETE 4" WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING 1,-4° r4'. NOTE: 1. 4' DEEP TOOLED CONTROL JOINTS UTILIZING CONCRETE GROOVING TOOL AT THE FIRST PASS OR FLOATING. 2. CONTROL JOINTS SHALL BE RE-ESTABLISHED AFTER BROOM FINISHING OPERATION. CONTROL, TOINT DETAIL NOT TO SCALE r-2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES COMPIACTED SUBGRADE (PER GIEOTECHNICAL REPORT) L-4" CLASS A CONCRETE (3,000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE. 1. CONCRETE CONTROL JOINTS TO BE SPACED AT 6' INTERVALS (SEE CONTROL JOINT DETAIL). 2. LLIGHT BROOM FINISH. CONCRETE SIDEWALK DETAIL NOT TO SCALE TOP OF CURB 4" . j. �I VDOT STANDARD CG -2 CURB No Scale 2" R VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale 1,5" ASPHALT SURFACE COURSE 2.5" ASPHALT BINDER COURSE 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) . ..............v...:.. M f \ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 00 4„ PROPOSED STORM PIPE & STRUCTURE NO. 10 ® PROPOSED STORM STRUCTURE (SHAPE CONC CURB AND GUTTER CLASS 3A, VARIES BASED ON TYPE) & STRUCTURE NO. - - - - - - (f'c=3,000 PSI) CONCRETE 200 -- ..w. \ 6 PROPOSED CONTOUR f- 240.50 \� 4 a 1":1' `, BW = BOTTOM OF WALL 13" a a q a °7" \\ ° 4 4 v YARD LIGHT v 4 ELECTRIC BOX ELECTRIC METER GAS METER ... ......... .... .......... .... SANITARY PIPE a WATER -LINE UNDERGROUND TELECOM UTILITY - _.. ............... \ T 0 o v v o v :.;.. } 4" MIN. ............... . .............. ............... v TREE -LINE ¢o �Z'6" L1 O Q L 6" U o ,E (a 35148.023 CONTINUE 21 B STONE u COMPACTED BASE FROM ADJACENT SHEET NO. SUBGRADE PAVEMENT SECTION o 1•- UNDER CURB " VDOT STANDARD CG -6 CURB & GUTTER No Scale 1,5" ASPHALT SURFACE COURSE 2.5" ASPHALT BINDER COURSE 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) . ..............v...:.. M f \ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 00 WATER VALVE PROPOSED STORM PIPE & STRUCTURE NO. 10 ® PROPOSED STORM STRUCTURE (SHAPE VARIES BASED ON TYPE) & STRUCTURE NO. - - - - - - PROPOSED ROOFLEADER 200 -- ..w. EXISTING CONTOUR 200 PROPOSED CONTOUR f- 240.50 PROPOSED SPOT ELEVATION TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS „,.,,. BS = BOTTOM OF STAIRS APPROX. = APPROXIMATE LEGEND CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) LANDSCAPED AREA SIDEWALK SIGN BOLLARD MAILBOX HANDICAP (HC) PARKING PROPERTY CORNER FOUND (AS NOTED) DEED BOOK PAGE CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR t IMBEDDED 24" IN GROUND HANDICAP SIGN \ HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) EOF I PAINTED PER 2°lo MAX. \°' \ 1$' 18' VDOT /al SPEC. I <!f 8'5' 8' 8' 8' IL TYPICAL _ VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale FACE OF CURB I 4" PAINTED STRIPE (TYPICAL) I 9' REGULAR SPACE PB(My PBkTY W- 00 RE $m - X504 RE TOW away ZOrE TOW AWAY ZONE VAN I 6' ABOVE A.E 6' ABOVE FINISHEDFINISHED 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" 0 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 1.5" ASPHALTIC CONCRETE SURFACE ��j/ COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE 3 COMPACTED SUBGRADE EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH NON -SLIP BROOM FINISH SIILICONE SEALANT WWF 6x6 W2.9xW2.9 2" 7" 4,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE o 0 o P 6 TYPE 21-B STONE COVER \\ COMPACTED SUBGRADE (CBR 11.2) { DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS (HEAVY DUTY CONCRETE SECTION %Vo Scale TOP OF CURB I 6" \\ a SURFACE a BASE a VDOT A-3 CONCRETE FLUSH CURB N(o Scale SUBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB m E 0 cv � >E E F }'' t - V -U. o � 0s -� a _ju« w- ui > o � (D ii z i t? x D Q � c g. _`'o ►- Q c "n 0 r M er- IX7 ujJ w O O z s -- Q Lu > Lu U z O 4 Ce z O F U Ln Lu 0 z O H > m C( W D DATE 2/6/2017 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C, KOTARSKI SCALE N/A 0 uj I I WATER VALVE WATER METER FIRE HYDRANT WATER VAULT STORM INLET (GRATE) STORM DRAINAGE (SD) MANHOLE REINFORCED CONCRETE PIPE POLY -VINYL CHLORIDE PIPE POL Y -ETHYLENE PIPE SANITARY MANHOLE CLEAN-OUT TELECOM PEDESTAL „,.,,. HVAC UNIT ORAS NOTED UTILITY POLE LIGHT POLE YARD LIGHT ELECTRIC BOX ELECTRIC METER GAS METER ... ......... .... .......... .... SANITARY PIPE -: WATER -LINE UNDERGROUND TELECOM UTILITY UNDERGROUND POWERIELEC UTILITY _.. ............... OVERHEAD POWER UTILITY FENCE -LINE :.;.. CENTERLINE SWALEIDITCH ............... . .............. ............... EDGE OF PAVEMENT (EP) TREE -LINE CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) LANDSCAPED AREA SIDEWALK SIGN BOLLARD MAILBOX HANDICAP (HC) PARKING PROPERTY CORNER FOUND (AS NOTED) DEED BOOK PAGE CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR t IMBEDDED 24" IN GROUND HANDICAP SIGN \ HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) EOF I PAINTED PER 2°lo MAX. \°' \ 1$' 18' VDOT /al SPEC. I <!f 8'5' 8' 8' 8' IL TYPICAL _ VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale FACE OF CURB I 4" PAINTED STRIPE (TYPICAL) I 9' REGULAR SPACE PB(My PBkTY W- 00 RE $m - X504 RE TOW away ZOrE TOW AWAY ZONE VAN I 6' ABOVE A.E 6' ABOVE FINISHEDFINISHED 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" 0 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 1.5" ASPHALTIC CONCRETE SURFACE ��j/ COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE 3 COMPACTED SUBGRADE EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH NON -SLIP BROOM FINISH SIILICONE SEALANT WWF 6x6 W2.9xW2.9 2" 7" 4,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE o 0 o P 6 TYPE 21-B STONE COVER \\ COMPACTED SUBGRADE (CBR 11.2) { DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS (HEAVY DUTY CONCRETE SECTION %Vo Scale TOP OF CURB I 6" \\ a SURFACE a BASE a VDOT A-3 CONCRETE FLUSH CURB N(o Scale SUBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB m E 0 cv � >E E F }'' t - V -U. o � 0s -� a _ju« w- ui > o � (D ii z i t? x D Q � c g. _`'o ►- Q c "n 0 r M er- IX7 ujJ w O O z s -- Q Lu > Lu U z O 4 Ce z O F U Ln Lu 0 z O H > m C( W D DATE 2/6/2017 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C, KOTARSKI SCALE N/A 0 uj I I o o cu o c m ro � 0- U C 2 - Q 0 � x x g 0 z5 o '§ Qm > c `E W U U wi Ua = Q 0 �o Lu w m U cu ¢o 0 L1 O Q L JOB NO. U o ,E (a 35148.023 1- u o U SHEET NO. � o o C7 C1.0 o 1•- " O s0 o cu o c m ro � 0- U z� 0 � x x o 0 0 Q� o '§ Qm o � } Y ry W =N U Q) o U U wi �7� cu o 0 �o Ez U cu o � JOB NO. U o t6 U 35148.023 N w_ o U SHEET NO. a o C1.0 ID N N ' 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 3.5' 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 T10 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). E I PLACE 5' GrALVANI7ED WILTNES S POST ''A'!TH CAPPED EI\iDS PAINTED 13PUE Ii` MEMuTE AREAS /\=. DIRECIEI_?. MARKER LCtCAi10\ II'v1AY BE SUB_lE(_( t TO Hk=fH`;/^JAY DEPARTMENT APPR(DWAL. ik 3 ..= - sir A.DJULT,AE'LE VAI -VE NOX W/ I'n_ I L�T G ::5 i I S F i M._1. GATE WAIVE r ; ....1 .................................. % � f I WATER ll LINE t is I -'S00 P.S.1. I CSi`•ICRETE = 2'x 2' BEAR;INGAREA. 1HRUST BLOCH NOTE IN R ivIOTE AREAS, VAI. -VE BOXES SHALL EXTEND 51>' (6) II`dC.HES ,'-ABOVE GR7 TYPICAL GATE VALVE II I G . W- S C GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL- BACKII II_ STABLE SOIL F-11 SCRAPE THE BOTTOM OF THE TF;EkICH. REMOVE ALL STONES -T-O INSURE THE PIPE DOESN T REST ON ROCK AND _THEN COMPAC-T THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNSTABLE SOiL.7 T B EDDING 3 - 1ONE UNDER -CUT CONDITION INITIAL BACKFIL. JRANUI_AR FIE_(_ ASAPPROVED BY ACSA 77 O STABLE S(JI,_ OR ROC_( 3 STONE. NOT E I NO ROCKS SHALL BE ALLOWED ,WITHIN 24" OF THE WATER LINES, 2 . NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE- ALLOWED ABOVE THE INITIAL. BACKFILL. 3.TI1E INITIAL BACKFILL SHALL BE PLACED AND COMPACTED III 6" LIFTS, 4. NC% ORGANIC OR FROZEN( MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. S. BELL HOLES SHALL BE DUG OUT 1I\1 ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING I\1 T S FIG. W - TD MIFTER SIZE )IPs1Fl{_;IOM Dli'v1E .l';IOfa DIMENSIC'N /1 B PIPE g JLi,REE 1� BE(1C; ITIME'I 3'8ii ICI. TI::E AND PLUGS VOL 3" 5' Iv11N. 10' MIN. 6' MIN. :1 5' IM 11\ . 12' IVIN- 6' WIN, I B E E.I C 4 FOR TEE OR VVi':L BE `)UBMtITI EL. TYPICAL METER VAULT FIG. W - 7A TD - 1 1 SIDE VIEW 1.75" Dlr°,f;iEl"ER DFtll_LED IDLE E( -)E, UCH READ Ur:lI- S. TOP VIEW DIAMETER r -LA F BEA.RINiG SURFACE UNDGRI!EATI- 24•X,6. Al-UMIISIUM, AC -CA SS I ATC;H IA X L SECTION 1 - 1 l j a PLUG SECTION 2 - 2 DATE > 21612017 O O PIPE g JLi,REE 1� BE(1C; ITIME'I IOi,I ICI. TI::E AND PLUGS VOL 'I 3s" (I F f C. KOTARSKI t_U.`iD.' SCALE (FEE F' 1 U. 'C I B E E.I C 4 FOR TEE OR NYE FITTINGS WIDEN WIDEN l PE NCH TO L H T >E AC_c_ulMP,1l 0 D ArE ANCH_ R IE =�5 47 25 2.6 SIG AS--% JiRED SECTION 2 - 2 ° 6" MIN. NTS G, iiv 3 a ° �m O e a 17.5" ►-I 6" MIN. 4. ° ".IN DATE > 21612017 O O PIPE g JLi,REE 1� BE(1C; ITIME'I IOi,I ICI. TI::E AND PLUGS VOL SIZE I C>E 3s" (I F f C. KOTARSKI t_U.`iD.' SCALE (FEE F' 1 U. 'C I B E E.I C 4 td ( L H T >E E =�5 2.00 € 25 2.6 0.1 = I.so i 00 2. J.I( 2.00 5 11..1../ 2.00: 2.50 0.10 I ...................................€.............. ...............'..:.5.`'..... ' E 90 ;i.66r 63,116 ;,1_ I 3 CJ.4d ............ ................t ..................................... ...... I 45 2.66 2.66 2.7: ). ` -„ ! 1 6 C, l.i.F ,. 6 J U.1 3.16 2.9I 2.66 ?i I : t 11 i, 4 1.66 2.16 2.67 0.11-1 E 90 4.83 8 3 4i 0, 3 ,,• 45 .33 3.58: 2.95 0.43 3.83 4.00 2.8' 0.52 2%' 1/2 7. ! 2 - i 2.86 0.24 U - W .......................... ............................................ .:............ C, -2. .................................... „ ....... 4 ._.............................................: 0.18 ........1.......................... ..........................................................................E 1. 1I-IRUSI BLOCKS ARE REci_IIhED V\/HEi� FUER THE PIPELINE CHANGE' DIREc_-TION, CHAP<dc SIZE, DEAD I -NCS At\![) AT VALVES. '. USE 2 500 P.S.I. COFICREIE. ry W "k-, C ONC RETE s1AI-1_ BE F>oURED ora ANI( PART OE TI --IE JC)IN 4, Ti -IE C:0I\iSULT11'\1.G EMG€NEER. _HALL BE RESPOiNSIBLE -I..0 TE --IE VERIFY TIHE JYPE SI 'E c LL. THRUST BL'OC[, C) LU CONCRETE THRUST BLOCKS ° 6" MIN. NTS G, iiv 3 a ° �m O e a 17.5" ►-I 6" MIN. 4. ° ".IN DATE > 21612017 O O 60" DRAWN BY J. WILSON 0"v DESIGNED BY i-' 3s" C. KOTARSKI SCALE d 4 td i e I 18"I MIN. A 1 d'. ° 12" MIN. I-'�---17.5" 44" MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 172 METER NTS FIG. W -7B TD -15 Al Ki nTE. Ll VM0AAir AAiICr OC 8" X 6„ TEE RESTRAINED JOINT FITTINGS 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 IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Coastruction Notes I. 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 unless 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 constriction. 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 cham?eL 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 111. 9. All excavation foz underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). m cL DATE > 21612017 O O DRAWN BY J. WILSON 0"v DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE N/A >E E w }a U-1 ¢<�U« z LU N ® 11D O CD LU b 0 Cry : X Ln U - W O Q Z),;Z �x r-4 to =vQL O �Ln U0 ry W 01 A 00 J. C) LU «i D O S I-- w > I.0 w I- z O vi DATE > 21612017 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE N/A O N > ■■■ O O o 2- -8 o D o LUt H LLJ a Q LU LU' ' c y, lWii _j O N 0 LL O < U)CL N CL Ln o U L„� j o 2 Z U WO T CUo E� C � t6 � �o zN a� � X N o� Q)0 Qi-: o'� 0-11 � N U X 0 (L).0 � U N in O n U � O N E U O - -I O1 � C N � U Q JOB NO. m o 35148.023 C N O � v SHEET NO. a o N 6 x'1,1 E FRAME & COVER. (SEE FIG. S - I - D,E) SLOPED AREA—� RUBBER COATED STEEL STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "O" RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M.i I. S° FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTI11 OF FLOW CONCRETE-- FILLETS T S Care IEL ToF ,.._......... �.: 3/4 DIAMETER 0 { �- CONTRIBUTING jEWER. A FILLETED INVERT FOR A SI'N/lOOTI-H IFRANSITIO!"I OF FLOVA' BETWEEN", NLET & OUTLET PIPE SHALL- e STREET SURFACE_ OR NON - PAVED AREA 1' -0" MAX O1, 12" MIN 16" MAX ................................................... .... _,........... 3'- 01' MIN PROVIDED. MIN. 6" BEDDING NOTE W/ NO, 68 STONE 1. BEDDING TI--IICKNESS REQUIREMENT SI ]OWN IS MINIMUM AND Sl L BE SPECIFICALLY DETERMINED BY THE CONSULTANT F011ME SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. f 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROU-TED INSIDE AND OUT. TYPICAL MANHOLE SECTION c.Nn1A/INI(; RRANCH TIE - IN N.T.S FIG, S -I -A TD -21 c d C a v M cc T -MH -2 F vv B111NLJ -NOTCH, DOWELS, KEYS OR' OTHER VDOT APPROVED MEANS OF PROVIDING PO§§ITIVE INTERLOCK ARE TO BE INCLUDED IN FLAT SLMB TOPS USED IN CONJUNCTION WITH CURB DROP INLETS. LOCA'ATION, SIZE AND SHAPE OF MOLE MAY VARY DEPENDING ON TTHE TYPE OF STRUCTURE. s r I CONC. BASE H SLOPED TO FLOW INEL 114" V MIN BRANCH TIONS TO SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN in Laj 'o iw oz u:w U- v� z d NTS FIG. S - I - B 1D-23 INTERLOCK SHALL BE PROVIDED BY 1" DIAMETER HOLES, 3" OVAL SLOT, OR OTHER VDOT APPROVED METHODS. FOR 4 STEEL DOWELS. CENTERSNOTTO BE 160'APART. z SPACER UNIT (AS REQUIRED) 2'-O,. galSTEPS (AS REQ'D.) a 4 J LLJ 5" MIN. 0 CONCRETE TAPER UNIT NOTES: 1. SEE GENERAL MOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, S lTEP REQUIREMENTS, "H" (LIN. FT. FOR MANHOLES) DIMENSION, ETC. 2. ALL SPACER UMIITS, FLAT SLAB TOPS, AND TAPER UNITS ARE TO BE IN ,ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M1999. 3. CONCRETE SHALLL BE 4000 PSI. 4. FOR STEP DETPAILS SEE STANDARD ST -1. 5. DIMENSIONS SHCDWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITI-H MANUFACTURER. XVCC3T ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 103.09 21-0" STEPS (AS REQ'D.)) ECCENTRIC TAPER UNIT 6. SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS "GRADE RINGS" OR ADJUSTMENT RINGS". 7. WHEN SPACER UNITS ARE REQUIRED, "H" IS TO BE MEASURED FROM THE TOP OF THE UPPERMOST SPACER. 8. SPACER UNIT IS TO BE DOWELED OR MORTARED TO TAPER UNIT OR FLAT SLAB TOP. STANDARD PRECAST MANHOLE TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 302 vn Lj cn J J Ew — O CV E Q cn m W U) ~ E T Q Q 0 _j �L1 _J O U D_ E 00 0 E NE co I_ . ro W > O 0 of n W t E —� o Ear E o Ew C} E Q ¢ E� NLn �n�Q U c t Ld `� cv � 0 u.! E z U3 a. o —Z co E rE u � E N E E E f � u TD -25 I WATER MAI VARIES tCr-,-) I M/ 11VLU JUI1V 1 r l I I IIViiJ _VE BOX TO METER BOX (SEE FIG. W -6A THRU W -7E). )IES -2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES. • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE, • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ® USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LIME NTS FIG. W -6C TD -12 I, M DATE > z Q ? Q 0 - E E O'� U 0 r-, �--� 1— _ N E a E r , o f w E � E 0 � ~ `o � . N _ lE U) 0 r- N coN CV T_ U- NE COVER TD -25 I WATER MAI VARIES tCr-,-) I M/ 11VLU JUI1V 1 r l I I IIViiJ _VE BOX TO METER BOX (SEE FIG. W -6A THRU W -7E). )IES -2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES. • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE, • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ® USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LIME NTS FIG. W -6C TD -12 I, M DATE > 0 0 0 DRAWN BY O'� U J. WILSON DESIGNED BY N� CHECKED BY C. KOTARSKI N� SCALE N/A >E a _E LuI­ lui} U. -6 u. aU. o ¢uj U m z — u; o (C=) o� d � N � 0 Lu � B m cl� O X U ¢ W J LL 0 4 Z3 ° N .�(V ko � o �QQ om om N Lu 00_j Lri ZD 0 S c� D i— a Lu Lu LJ Z ¢ 0 to DATE > 2/6/2017 0 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE N/A 0 c 3 U WN O 0 u 0 o Q Q � T ua uj 1JJ t U) 1Y Ljj a L LOU Q a p_ �0 Z Lu -a° o " 0 i- � EU) U so t4 0 E a � CL o 0 o= 0 � cn zN o0 � P-1 �>: �� O o� o .§ 8. � � Y U X0 O O O U � N O N U � O N U O - a m a � dl a w a t6 U JOB NO. on o � U 331 48.023 c N U m o SHEET NO. Q o (Da Cl. 2 I- M E O C) 0 5J N N � aQ O / E w E ui 1- a1-4 4 <U. 0 o Y �fo 0M a";v« a-� — In Lu +-4 o m C7 ul N N z Q dam' X LL mo � 04 Z U) Q) N >Ln O 01 .N N s_ cn co -j C) W �10 I- U) O S U O rel 2 I- 0 Lu w H Z V Q O H M O 480 , m. w ,.. . „ w� --m" , . .: ..... fir, til „ . .._ .,., .. ................. ... .......,,, .,...», ... L LEGEND: REMOVE HARDSCAP REMOVE TREE SAW CUT m SCALE 1"=30' NOR 0 30' 60' C z O CL ry U W z 0 W ry w DATE 21612 017 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE 1 lI=30' 0 z' rN o O N "'1IIy�/��// N O Q Q 5= O N N i.LJuj o s � N w m J D LL 0 © z o o _0 o cy L o 2 co 0 U )o oo T l-' 0 � O Uc (D � N CL 0 J Om axi 1 4 Io m X r- m o Lu Q--5 o '� Q � � c � N Xo N U `� i U N ti o O to U � a m E� v o JOB NO. N N — o N U 35148.023o N U SHEET NO. o C2, 0 h iz Al woolp op-T—Zw , pwa-0.0moo'o ow If 00500, WE— PON WE f ® • �'"I % �� "�-Ill I/ -__.r/_�/�/ �wt6 _ 7J �r�_.� .�� mi IE14�,Y�i�"��.� �r I� n • REMOVE • !�► STONE /.• 10 / REMOVE (MOTEL) I LEVEL REMOVE ' STOOP �Yim (z) FRAME& STUCCOs �.. :r 06' �0. 5: •- (OFFICE& 100 OVE WALL t I • • REMOVE 0,�.� • Iln i.�+. t' ,0 • / ) i REMOVE X111: • REMOVE •NE •L. i A sr -. I j: irk' • -CARPET AM Yl�l 0 0 MR- _ i�00PRO ~ REMOVE Ro 480 , m. w ,.. . „ w� --m" , . .: ..... fir, til „ . .._ .,., .. ................. ... .......,,, .,...», ... L LEGEND: REMOVE HARDSCAP REMOVE TREE SAW CUT m SCALE 1"=30' NOR 0 30' 60' C z O CL ry U W z 0 W ry w DATE 21612 017 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE 1 lI=30' 0 z' rN o O N "'1IIy�/��// N O Q Q 5= O N N i.LJuj o s � N w m J D LL 0 © z o o _0 o cy L o 2 co 0 U )o oo T l-' 0 � O Uc (D � N CL 0 J Om axi 1 4 Io m X r- m o Lu Q--5 o '� Q � � c � N Xo N U `� i U N ti o O to U � a m E� v o JOB NO. N N — o N U 35148.023o N U SHEET NO. o C2, 0 h EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INVOLVES THE CONSTRUCTION OF A GROCERY STORE AND ASSOCIATED SITE WORK. LIMITS OF CLEARING AND GRADING ARE 4.06 ACRES, ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY RT 29 TO THE SOUTH, COMMERCIAL PROPERTY TO THE WEST AND EAST, AND RESIDENTIAL PROPERTIES TO THE NORTH. EXISTING SITE CONDITIONS THE I SITE IS CURRENTLY OCCUPIED BY RED CARPET INN MOTEL. OFF-SITE AREAS NO OFF-SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CRITICAL EROSION AREAS NO iCRITICAL EROSION AREAS EXIST ON SITE, EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS STORMWATER QUALITY REQUIREMENTS ARE BEING SATISFIED THROUGH THE PURCHASE OF OFFSITE CREDITS, CHANNEL AND FLOOD PROTECTION REQUIREMENTS ARE BEING SATISFIED THROUGH THE INSTALLATION OF UNDERGROUND DETENTION PIPES. EROSION AND SEDIMENT CONTROL MEASURES MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS, STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS, IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF, 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS, ITS PURPOSE IS TO PREVENT SEDIMENT FROM 4. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY SEDIMENT BASIN SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS AND MAINTAINED APPROPRIATELY. ITS PURPOSE IS TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 5. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3,30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3,31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS, SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANIAGEM ENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETE,>"-, CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL INON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING, SEEDING SHALL BE IN ACCORDANCE WITH STD, & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAIN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32!-D OF THE HANDBOOK, FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPEfRATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.2) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PHASE I PLAN. 3. AFTER ALL EROSION AND SEDIMENT CONTROL PHASE I MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 4. DEMOLISH & REMOVE ALL EXISTING BUILDINGS, PAVEMENT & ASSOCIATED FEATURES AS NOTED ON THE PLAN. 5. ROUGH GRADE PROJECT AREA. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.3) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4, ONCE THE DRAINAGE AREA TO THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE SEDIMENT BASIN, INLET AND PIPE (PIPE MAY BE FILLED WITH FLOWABLE FILL). 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. TREE PROTECTION, SILT FENCE, CULVERT INLET PROTECTION AND INLET PROTECTION BELOW SEDIMENT BASINS MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION, 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR, L_ ISI! IN 1Iv1 U Irl 5 I AIN UAKUS : AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS -1, PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE, TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2, DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE, MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS -7., CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE, MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -110. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -1;2. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS, EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, MS -16, UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D, MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY: SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -193, PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. SOILS INFORMATION: 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED. 34D- GLENELG LOAM, 15 TO 25 PERCENT SLOPES. MORE THAN 80 INCHESTO RESTRICTIVE FEATURES. WELL DRAINED. 88 - UDORTHENTS, LOAMY. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES. 91- URBAN LAND, 0 TO 25 PERCENT SLOPES, 10 INCHES TO DENSIC MATERIAL. GENERAL CUNSTRUCTIUN NUTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS, 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY, 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11, ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS, 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE, 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15, BORROW(, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE, 16, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR ,IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSIONI 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 APPRIOVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENIANCE: 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 PLAIN 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 LANID DISTURBING ACTIVITY COMMENCED, (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEIDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-0 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THiE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. 3x �vkmg ,rv-•�3a•.c .�-''i ala yk (t?'S'<�'4•`��j'..t!.l1 m E 6 0 DESIGNED BY 1. WILSON CHECKED BY ACV V C. KOTARSKI SCALE NIA <C o > E e E ui uj> g~4 y-o� U. Lu o m ¢u;vI z a- r - Lri O Lu H d> O N 0. V W H 2 1�1) ry zr _ U 0 < w �a �" o �N z 0 > O LA O N > uj mM � co J t0 I- vi ZD 0 0 ce s 0 Lu w H z 0 (I) DATE 21612017 0 r DRAWN BY 1. WILSON ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR, LAND DISTURBANCE. ES -4: MAaINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES, 0 ES -5: PREOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION -� CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORIT FOUR REVIEW AND ACCEPTANCE. Lu ES -6: PRCDVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS N DETiERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) 66 4 ES -7; ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING0 Q LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.nfooQ ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. "-04".d4 uj u o ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT, MAKE O AN)Y NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES ,�-ID IMMEDIATELY. 6 Lu P--4 J N Q ujQ d 0 O ce u- 700_ �o a� 0-� 20 T � 06 i a a d O z ZN ---� O o �Q 5�X o� Q'§ Q� � Y N (1j � N U X o O O N U w i � N B 0 O N U C 'O U U � O - U JOB NO. N o N - � U 35148.023 N 0 U SHEET NO. -°� o �-9 m � C3, 0 DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE NIA ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR, LAND DISTURBANCE. ES -4: MAaINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES, 0 ES -5: PREOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION -� CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORIT FOUR REVIEW AND ACCEPTANCE. Lu ES -6: PRCDVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS N DETiERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) 66 4 ES -7; ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING0 Q LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.nfooQ ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. "-04".d4 uj u o ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT, MAKE O AN)Y NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES ,�-ID IMMEDIATELY. 6 Lu P--4 J N Q ujQ d 0 O ce u- 700_ �o a� 0-� 20 T � 06 i a a d O z ZN ---� O o �Q 5�X o� Q'§ Q� � Y N (1j � N U X o O O N U w i � N B 0 O N U C 'O U U � O - U JOB NO. N o N - � U 35148.023 N 0 U SHEET NO. -°� o �-9 m � C3, 0 Sediment Basin design. 1111.. 1111 1111 fablM.'I` Vdi 5PiLLYVFtY 2' WITHOUT CHEST OF EMERGENCY 1 111. dra€na e area (sires ) 1111... 1111. .. DESIGN HK'N '�'1.ATFR basin volumes: . (uS€ng 1 contoL€r Inter... (25 -YR, S-T9RM ELEV.� elevation (ft) contour area (so vclume(cy) �r5' , f 1111 ..... 469 ...... .. ... 937 -------- w__Tm-_- 1111.. 470 1406 43.4:. - �sr 'REST' 471. 20891 64.8; RY cif �a 'r .` " w ovasrasalc L"'€AC 472.: 11.1111, ......................................... 2697 ... ................. 88 6 ...... ... sir �Ta.Ace 473 1111.. 3368 1123:.:x"f x x 474 4087 138-1:s�o,}� 1111... 1111.......................................... 111. 1111... .. 1111... 475 .. 1111... 48,7 111 1... Y 16r 3 r�<R„iii a'rIT ;, w€r " sror2�rF n a coo .......... ....... 1111... .... .... ....... .... 1111.. ---......... Tf) 34 C.Y.[ AT.;RF) ....1111 .. total storage required: ,,,,,. ............. 11.11. .... :::,. 464: ;: ......... ,,,,,,:. ,,,,,. ........................ dsign high Water 475.0 1111 .......... ............. .. :. ........... .................. wet Storage. ......... ............... ............. ...-1111. 1111 . ... _.;.. ......... top of dam (ft) 1111 .. ..1...11...1 .1111. 477.0: Vet storage required (�3y) {57DA 111.1-1111111.... 231.81 tip width of Garr€ (ft) 4-01 dewatering orifice elevation () 473 0 bottom of basin (ft) ... . 469 0 wet Storage pro,,Aded at this elevation (cy) .... 309-1: ..... ...... approx bottom dimensions 20X65` ..... available volume More cleanout (cy) (33*DA) 114 2 upstream face Slope" 3:1 ......................................... cleanout ele rat€cin (ft) 472 5; ......... downstreamfare slope: i 3:1 ..... distance from cleanout to onf€ce (ft) (> 1') ..........__ 0.5 _ baffles: '... No ......... ........... ........ 1111._.. 1111... dry storage. 1111 1111 1111... 1111 1111.. .111.1 .......... .� . length of flow, L (ft) 1111.. r ,. ............ 65 dry storage required (cy) (67*DA) 231.8 .. effecti,&- width, We (ft) 20 principle spillway crest ;ft) 4_111174 0 L I \,Ale (baffles required if < 2) 3 3 dry storage provided at this elevation (cy) 303.4 diameter of dewatering orifice (in) 6.0 colllars: .. no diameter of flexible tubing (in) (orifice+2") X3.0 depth of water at spillway crest (ft) 2 ...... ............ ........ ....... slope of upstream fare (z:1) ............._........ 3.01: runoff:slolpe of barrel (Sb) 0.01 tc (min) - 7.9 c=0-77 1en(gth cf barrel In satt€€ated zone (Ls1.......... 5 ......... .............. ............... 2yr inflow (cfs) 4.9...number .............. 1111. _1111 collars required 01 25yr inflow (cfs) 9.1dimension ....... of collars ..... 0 .....:....... principle Spillway: .................... ......................................... .......... ............ emergency Spillway: .................................................. Nes ........... available bead (ft) 2.01 bottom Width (ft) N/A ..... ........ ..... ._.. diameter riser (in) ............. 35 .... '. siolpe of channel (ft/ftt N/A ............. .......... 1111 .... diameter trash racy (in) ......... .. 1111 60; .. ..... _......._ .. .............. ......... minimun length of exit channel (ft) ............. N/A ....:.. ........................ barrel length {ft) 103: creist of spillway (ft) N/A diameter of barrel (in) 18,... barrel invr in elevation (ft) 46&49. barrel in''u out elevation (fit 467.66 TP TREE PROTECTION No Scale 11 1106M ALL TREES IN A TREE PROTECTION AREA OR ISOLATED SPECIMENS THAT ARE NOT SPECIFICALLY SHOWN TO BE REMOVED ARE TO BE SAVED. ANY EXCAVATION OR TRENCHING WHICH IMPACTS THE ROOT SYSTEM OR CROWN BRANCHING OF TREE(S) NEEDS TO BE CARRIED OUT FOLLOWING THE GUIDELINES OF THE TREE PRESERVATION SPECIFICATIONS. THE SERVICES OF A CERTIFIED ARBORIST SHALL BE REQUIRED. SEE CIVIL DRAWINGS FOR LOCATION OF TREE PROTECTION FENCING. TEMPORARY, PARTIAL RELOCATIONS OF ENCLOSURE WILL BE ALLOWED TO ACCOMMODATE CONSTRUCTION NECCESSARY WITHIN DRIPLINE. AS WORK WITHIN DRIPLINE CONCLUDES, ENCLOSURES SHALL BE REPLACED 18" BEYOND EXTENT OF DRIPLINE. TREE PROTECTION FENCE: 8'-0" HT CHAINLINK (2" MESH, 11 GA. FABRIC) CONSTRUCTION FENCE PANELS SET ON GRADE SECURED BY MEANS OF CONCRETE BASES. TREE PROTECTION FENCE SHALL NOT BE SECURED BY PENETRATING THE EXISTING GRADE. MODIFIED (3.F) TABLE 3.32-D SITE SPECIFIC SEIEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TIURF-TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR (LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1 KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. 150 LBS. W USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. EXISTING GROUND r .=��•t�t�r.�t•t tir.�t�t� • a �t��r•r•ti�.�rii 1 I 5:1 EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) i0 EXISTING MIN. PAVEMENT VDOT #1 COARSE AGGREGATE B iPOSITIVE k- MIN. MUST EXTEND FULL WIDTH OF DRAINAGE TO L SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE PLAN VIEW 12MIN. I 3" MIN. 3" MIN. FILTER CLOTH SECTION A -A 6'-7" _ a CE REINFORCED CONCRETE DRAIN SPACE SECTION B -B STONE CONSTRUCTION ENTRANCE 2. STAPLE WIRE FENCING TO No Scale THE POSTS. NhAMA ,-r= Qom„ 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLO EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC 4' 111 � III IIIWIRE-I � ` ssF 111-I 11=1 I I 11=1 I I -I 11= SILT FENCE (WITH WIRE SUPPORT) No Scale --� �-� GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER -. 12. RUNOFF WATER- WIRE MESH 1 FILTERED WATER 4 lr SEDIMENT o. CID RETL - GUTTER 12" CURB INLET * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale 2 x 4" WOOD SILT FENCE DROP INLET PROTECTION /-DROP INLET WITH FRAMES // GRATE 1.5' MA) FRAME PERSPECTIVE VIEWS FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE STAKE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE FABRIC li ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF ilii MIN. FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL I I II�h OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU'�' 'Nl OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED '1 DETAIIL A MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ELEVATION OF STAKE AND FABRIC ORIENT&TION SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE (INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 57) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE PS 3 32 IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. PERMANENT SEEDING MIX FOR PIEDMONT AREA STORM DRAIN INLET PROTECTION No Scale No Scale L 3.02 4.5' MIN. DD CWD 3.09 TEMPORARY DIVERSION DIKE No Scale 1. SET THE STAKES. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. / 4" I ' 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. OSF DRAINAGEWAY INSTALLATION 3.05-2 (FRONT ELEVATION) o SILT FENCE (W/O WIRE SUPPORT) No Scale VDOT #1 COARSE AGG-EGATE • - ::, •.. -: �; �;:,:,-:•-111=1 =: � .. CD 3.20 ROCK CHECK DAM No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) 3.07-1 TS 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale M E ® o 0', U rN CV Q a E LU E N Lu > W o U. LU M n w0 co r, 0� LU Z m a ¢._Uc0 0- _j - Ln d > O tN V) N ca w 0 X Iew oQ (U� > S__� aN v M 00w �� vi 0 X: O 0 W LU Z U �L z O ,Y O z _O Q U V! LU Z O U) LU LL] f - Q I] DATE 2/6/2017 DRAWN BY J. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE N/A 0 U C LLJ > C) ., U 016 N N D Q O 2 m 0 � m LU st a Lu >r--� O,.,,+� N Q l -L. E Q a O L o Q o_ U� Uo LU 2 Ln0 �� U O II. -Il 0 �o �N �o � U °4) z N Oo� g o� Q� LLj>Y N� Z3V) U x� .a O U i �N C N U Q1 O Z� U CU $ 6 a � U � JOB NO. o to .- � U 35.E 48.023 m N ,_ 0 U SHEET NO.Ic a o C✓ • N N EROSION CONTROL LEGEND SILT FENCE INLET PROTECTION TEMPORARY SEEDING PERMANENT SEEDING MULCHING TP- TREE PROTECTION FENCE DUST CONTROL 3.05 3.07 3.31 3.32 3.35 3.38 3.39 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER qrDC) SOILS INFORMATION: tz A I Z:) I I IN (-i .... ....... -A77 ... . ....... Plill r)11\1(-- � - - 'I I "', 15,�` S S I), .. .......... 77 SF . . ..... ..... ...... ....... ........ ....... .............. 476 DC 47 TOP OF TS SPILLWAY SF 47700 ........ . ....... LIMITS OF CLEARING AND) GRADING 4.06 AC L .......... ................ ... . ...... . ..................... SCALE V=30' N LA, R 0 30' 60' ..................... R "ear; -7 U,UQUO NY J. K0'l';-% R -S Kt UK% No, 0401'2,04'�507 nz, ►7 z 0 U cn Lu fl0 R V) uj rel DATE 21612017 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE 1 '1=30' Lu U<) O7O- 0 2- < �2 0 <O > uJ LLI < 0 737 Lu U rn uj -j . 0 < ln� LL CL 0 0 U:D (-g ) 0 z u Lu 0 E -2 a- 0 0 < 0 Z 0 0 o uj > F- �a cu 0 -0 -0. (D ".2 30B NO. 0 z- 35148.023 0m 2w 0 SHEET NO, w C3.2 . ......... .............. ........... . . ........ ............ ... ........... ............... ... ... ...... - ......... . ....... .... ............... ....... SCALE 1"=30' MR 30' 60' N Ldc, No. 04-1)1048� Aw 7c & -7in Mole DATE Ci O 21612017 0 0 DRAWN BY J. WILSON V; DESIGNED BY J. WILSON 0 CHECKED BY C. KOTARSKI > E SCALE 1 "=30' 6 E 0 Q) x O 0 < :S (D C) LL .0 , 0 Lu o (l u- 0� uj &-- m (D E d_j U CO 0 70 LU P, J — Lri _0 JOB NO. 0 c� o ui 0 35148.023 m 0 O U U o :nl< x SHEET NO. Q C4.0 -1 LL m newt(f) 6 c > 0 V) Ln 0 rn 4- > m 00 Lij C)ko I-- (ji cl� 0 (D :D 0 kii > m ILI u 0 -7in Mole DATE 21612017 0 0 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE 1 "=30' 0 Q) -7in Mole Q) 0- 0 0 o Z 0 2 X 0 Q) x O 0 :S (D 0 (D E 0 70 _0 JOB NO. 0 c� o 0 35148.023 0 O U SHEET NO. Q C4.0 5 MO MONO 4 02' 5' SIGN CLEAN OUT GREASE TRAP 51 12" BOLLARDS u, ........... ............ CONCRETE SIDEWALK (TYP.) WIPE CURB R5' DOWN TO BE . .......... EXISTING INLET TO BE CONCRETE ....... ..... .......... . . . . . . . . . ....... FLUSH OVER 5' R_ CONVERTED TO VDOT 13.9" SIDEWALK (TYP.) CART CORRAL 45 E STANDARD PRECAST A, MANHOLE .............. A 9.14' a ....... ADA PARKING R25' WIPE CURB �31UN (TYP.) RAIL DOWN TO BE ADA VAN MAIN FLUSH OVER 5' SIGN (TYP.) ENTRANCE 24' ADA RAMP. SEE CG -12 DETAIL. \_ RIGHT IN/RIGHT —MONUMENT OUT ENTRANCE SIGN ffa SCALE 1"=30' 0 30' 60' Lf) cl� ZD 0 (D Z) 0 w 'r F_ n Lu LLI u 0 u') DATE 21612017 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE 1 11=301 LLj 0 27 O O O u.jLu cu _c: 7[3 R C C13 Lu 0- LliO wLL 0 CL Q 0 0 Ln 0 u (D 0 o> cu '6 E < 70 C) Of 0 r) Z 0 N 0- c) _2 7 w (1) 0 0 E:6 C) cu O JOB NO. 0 0 35148.023 O2 SHEET NO. C4.1 Ln O IT n J N 0 co m 0 0 SCALE V=30' 0 30' 60' co E cn DATE N _ CD 0r uj 21612017 U O > N M V DRAWN BY N � J. WILSON 17 N O J. WILSON N V1 =C O CHECKED BY i C. KOTARSKI > E SCALE O ffi E W .>F-W'ae+ O Q) LU7N N <N - LL ( 7••6 N 12 Q LL OLu � LUs O C tioi� c,G m � 0 z � <¢";c� W " —,� 0 I11 U) a LU r o LU (7 W H Qre o LL �s zz a � H r 3 U _. < m )O C� N U- J 0 Ln z o o� 2z O tet' 0 U �o U) i N z T� 0 �o �L (N w � N 0 U d O O � L- � M CL EYEY 00 W Z Z � O m ko �- �...� x � x U1 m o rC) 0 0 0 Q C) � Q� Y N (p 3 N U X 0 O O U U 0 s = N O N U O � C O 0 70 ✓0 a� W U � w LU JOB NO. ° o In._ z Q � U N v D SHEET NO. ^�t C5,0 a> a z �-_ 0 s cn DATE N _ uj 21612017 U O > N 0 DRAWN BY J. WILSON 17 DESIGNED BY J. WILSON N V1 CHECKED BY i C. KOTARSKI SCALE O ffi 1 "=30' s N _ uj U O > N O 17 N V1 O Q O ffi O Q) LU7N N ( 7••6 N 12 LUs O C c,G m � � I11 LU r o Qre o LL �s zz a � _. < m )O Ln z o o� 2z 0 U �o T� �o � N 0 U d O O � EYEY Z Z � O m �...� x � x m o rC) 0 0 Q C) � Q� Y N (p 3 N U X 0 O O U U s = N O N U O � C O 70 ✓0 a� U � JOB NO. ° o In._ 3514& 023o � U N SHEET NO. U Q o C5,0 a> a �-_ a 0 SCALE 1"=30' 0 30' 60' m v7 TW 484.75 BW 478.23 .- 3 C> 0 Q216/2017 7.5 SHEET NO. Q o 0% U DRAWN BY L F N N � 477.75 > e 3. WILSON CHECKED BY C. KOTARSKI E SCALE 1 "=30' 75-64 LL3 o 77 ♦ ~ Lu LL o U. �O M 478.25 <_jU00 z - 0 1.4 , N �Q (D uj TC 478.13 `\ <� < w C 0Q 1 cn= �N z ¢L, o cL r V) LU W � M � v' TC .01 H w co _. a ;" , W TC 7 �. 4 601 T 6:473 99 TW 485.00: , U] € i BW 478.23 r ZD t YC' SAN O a 477 9 TC 47 1 46 O T 47 .83 h.M1 SA'? 75 9b > ' - , TC 475.73 N LU > w w TC 477.30 a �- 47.49 Q ¢ „ L z 478.25 , ..,....., O >vK �� f ' � 474 . -- :. ----471.77 ,..... 477.04 ---_ ♦ , • _ TC 475 _. 472.90. \..: ti >;. 46.92 TC 47415 -TC . .. ' .;. .:, ' . - EX 473 14 4T3.40 X,.471.88 -� TC 477 r :.. , - ,t 9 TW 486.25 8W 478.23-17 ; ; �i z ' 476.35" „ \ 666 x TC 478.15 c' , f3 ;F C 476.00 ` DTC 474:60.: \ ..», ... a ."00.\ 477.55 :_ !' p'1 474 \ \ - e 477,45 473.26 474.15 \.,. \ \ 478.45 EX 472.91 \ `\ _ 477.35 T 473 \... \ _ 478.15 '� TC 477.00 \_. a TC,473 '473.00 \. \ F • • TC \ \. 8� a 4 73 50 , TC 478.74 � . 478.15 � t• TW 486.00 477.85 • �... 477.8 BW 478 90 ( F TC 478.47 TC 478'.51 8`.25 i TC 478.60 a 0 SCALE 1"=30' 0 30' 60' m v7 DATE .- 35148.023 C> 0 Q216/2017 c O U SHEET NO. Q o 0% U DRAWN BY L J. WILSON N N � DESIGNED BY 3. WILSON CHECKED BY C. KOTARSKI E SCALE 1 "=30' N E LL3 o 77 ~ Lu LL o U. �O M <_jU00 z - 0 1.4 , N �Q (D uj <� < w 0Q cn= �N z ¢L, o cL V) LU W � M � co W tD F- U] 0t ZD O S (D O LU > w w 2 Q Q ¢ z O r= 0 >_ >Y N (B U n X c O O U U i N N E 0 O N U C O O U � O - U JOB NO. v7 DATE .- 35148.023 Q216/2017 c O U SHEET NO. Q o C5. DRAWN BY L J. WILSON DESIGNED BY 3. WILSON CHECKED BY C. KOTARSKI SCALE 1 "=30' r= 0 >_ >Y N (B U n X c O O U U i N N E 0 O N U C O O U � O - U JOB NO. N c N .- 35148.023 cun wc c O U SHEET NO. Q o C5. S L c cc 't Ln 0 [if L LLli ............ ... odo ..... ...... 1-1--,", ........... .. . ........... ..... ..... _7 ... . . .... .... .... . .... . .. ..... . . . . ....... ............ . ..... 7, ...... .... . .... . . .... 4 7- ..... ..... - ----- . . .... .... . . .... ... ........... ... ............. . . .... . ............... ............... ........... ................ ......... . . . .. . . ... ....... .. . .......... .......... .................. ... . ... . .... .............. ............. ........... ... . ...... .......................... — -- - ---- Ui DATE EEiJY 21612017 (D > O DRAWN BY J. WILSON DESIGNED BY ............... 1. WILSON / ..... . .. CHECKED BY C. KOTARSKI 0 < 2- SCALE E 1 11=30' E < uj > Lu > U) LLJ LL� Qu LL. 0 < z Z) Qu 'r - cu ui U. uj o M" . .......... ..... - 1. <O re c-- ry LL 0 < _UJ j U 041 < 0 0- uj -J — Lr) 0 m Lr) 2 (D C:) > CD U) 0 C, wo r-4 Q - (D uj :2 3; F- 6- ry 'Ell .20 F_ o U) u x U) 102 0- 0 0 wLL r) oa Z3 3. Z 03 wc r1l a 0 aN kD > 0 C Lr) 00') �> LLli ............ ... odo ..... ...... 1-1--,", ........... .. . ........... ..... ..... _7 ... . . .... .... .... . .... . .. ..... . . . . ....... ............ . ..... 7, ...... .... . .... . . .... 4 7- ..... ..... - ----- . . .... .... . . .... ... ........... ... ............. . . .... . ............... ............... ........... ................ ......... . . . .. . . ... ....... .. . .......... .......... .................. ... . ... . .... .............. ............. ........... ... . ...... .......................... — -- - ---- DRAINAGE DIVIDE .... ....... ... .... - SCALE 1"=30' 0 30' 60' F- Ui DATE EEiJY DRAINAGE DIVIDE .... ....... ... .... - SCALE 1"=30' 0 30' 60' F- Ui DATE 21612017 (D > O DRAWN BY J. WILSON DESIGNED BY 1. WILSON 0 2- CHECKED BY C. KOTARSKI 0 < 2- SCALE E 1 11=30' E < uj > Lu > U) LLJ LL� Qu LL. 0 < z Z) Qu 'r - cu ui U. uj o M" -0 <O re c-- ry LL 0 < _UJ j U < 0 0- uj -J — Lr) 0 m Lr) 2 (D C:) > CD U) 0 C, wo r-4 Q - (D uj :2 3; F- 6- ry 'Ell F_ o U) u x U) 0- 0 0 wLL r) oa Z3 3. Z wc r1l a 0 aN kD > 0 C Lr) 00') �> V) LLJ (2) ry L- rr) cl. t- oo -j (Z) LU :S to f-- Un c� cz LO (1) Ea ZD ca 0 M: U 0 35148.023 cu -om 2v) :D 0 SHEET 0-� -a .2 C6 0 (n 2 ID - uj > uj :c u z O L- Nool. Ui DATE 21612017 (D > O DRAWN BY J. WILSON DESIGNED BY 1. WILSON 0 2- CHECKED BY C. KOTARSKI < 2- SCALE 1 11=30' L- Nool. (D > 0 2- < 2- < > LLJ LL� Qu < z Z) Qu 'r - cu ui LU -0 <O ry LL 0 O < 0 Lr) 2 (D 0 C, wo :2 3; F- 0 'Ell F_ 7" 0- 0 0 Z 0 aN (1) 0 (D :S cz LO (1) Ea ca O -o JOB NO. 0 35148.023 cu -om 2v) SHEET NO. -a .2 C6 0 (n 2 ID - rjA L_ ).,.. , Of- .. . w s:: PRE -DEVELOPED POST DEVELOPED AREA TO AREA = 0.65 AC e IMPERVIOUS = 0.04 AC G� ( PERVIOUS = 0.61 AC f s 1 „ , • :. ................ ....,. .................. ..... .: POST -DEVELOPED WATER QUANTITY CALCULATIONS: PRE DEVELOPED TO RT(41 29 POST DEVELOPED TO RT 29 & PREMIER CIRCLE Q1 0.008 CFS, 0.005 ACFT Q1 0.41 CFS, 0.024 ACFTcruimw Q10 0.49 CFS, 0.024 ACFT Q10 2.08 CFS, 0.100 ACFT PRE DEVELOPED TO PREMIER CIRCLE POST DEVELOPED TO STM A (ROUTED Q1 0.04 CFS, 0.002 ACFT Q1 0.43 CFS, 0.230 ACFT Q10 0.23 CFS, 0.011 ACFT Q10 8.99 CFS, 0.486 ACFT PRE DEVELOPED TO R/W (COMBINED) POST DEVELOPED TO STM B (ROUTED Q1 0.12 CFS, 0.008 ACFT Q1 2.47 CFS, 0.280 ACFT Q10 0.73 CFS, 0.035 ACFT Q10 4.83 CFS, 0.635 ACFT PRE DEVELOPED TO EXIST. BMP(ROUTED) ANALYSIS POINT (COMBINED) Q1 6.82 CFS, 0.506 ACFT Q1 3.88 CFS, 0.534 ACFT Q10 14.21 CFS, 1.169 ACFT Q10 14.43 CFS, 1.221 ACFT ANALYSIS POINT (COMBINED) PRE DEVELOPED TO ADJ PROPERTY Q1 6.91 CFS, 0.514 ACFT Q1 0.00 CFS, 0.000 ACFT Q10 14.73 CFS, 1.205 ACFT Q10 0.00 CFS, 0.000 ACFT PRE DEVELOPED TO ADJ PROPERTY Q1 0.05 CFS, 0.002 ACFT Q10 0.17 CFS, 0.008 ACFT CHANNEL PROTECTION: CHANNEL PROTECTION RT 29 & PREMIER CIRCLE (ENERGY BALANCE): QDEVELOPED < 0.80*(()PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 3.88 CFS <_ 0.80*(6.91 CFS*0.514 AC\FT)/0.534 AC\FT = 5.32 CFS FLOOD PROTECTION: FLOOD PROTECTION RT 29 & PREMIER CIRCLE: POST -DEVELOPED Q,0!5 PRE -DEVELOPED Q10 OK 14.43 CFS (POST -DEVELOPED Qlo) s 14.73 CFS (PRE -DEVELOPED Q10) WATER. QUALITY CALCULATIONS SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALL. BOOK): PRE -DEVELOPMENT LAND COVER: 1.34 AC TURF (B SOILS) 2.41 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: 1.27 AC TURF (B SOILS) 2.48 AC IMPERVIOUS REQUIRED REMOVAL: 1.28 LB/YR REMOVAL ACHIEVED: 1.28 LB/YR (CREDITS TO BE PURCHASED) 5.0' rl --3'--i 3.5' 5" ORIFICE WEIR PLATE IN SYSTEM A No Scale 10 YEAR WSE 469.57 V 1 YEAR WSE 467.75 STEEL WEIR PLATE ELEV. 465.50 467.89 WEIR PLATE IN SYSTEM B No Scale 141 4' 10 YEAR WSE 470.39 2.5' STEEL WEIR PLATE 2 YEAR WSE 477.1$ 10" ORIFICE ELEV. �c 0 DATE � 2/6/20I7 d � DRAWN BY J. WILSON DESIGNED BY 1 . wlLsoN CHECKED BY C. KOTARSKI SCALE 1 "=3D` Lu 0 N U o N o 2 J g Lij o =C � � o J Lu Cu N H(13 rc� a Q LLij u � Q m _j CD < o 0 z � �o o� Q Q 2 z 00 E � UN OCLU 0 :�i 0 z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o WATER QUANTITY CALCULATIONS: PRE DEVELOPED TO RT(41 29 POST DEVELOPED TO RT 29 & PREMIER CIRCLE Q1 0.008 CFS, 0.005 ACFT Q1 0.41 CFS, 0.024 ACFTcruimw Q10 0.49 CFS, 0.024 ACFT Q10 2.08 CFS, 0.100 ACFT PRE DEVELOPED TO PREMIER CIRCLE POST DEVELOPED TO STM A (ROUTED Q1 0.04 CFS, 0.002 ACFT Q1 0.43 CFS, 0.230 ACFT Q10 0.23 CFS, 0.011 ACFT Q10 8.99 CFS, 0.486 ACFT PRE DEVELOPED TO R/W (COMBINED) POST DEVELOPED TO STM B (ROUTED Q1 0.12 CFS, 0.008 ACFT Q1 2.47 CFS, 0.280 ACFT Q10 0.73 CFS, 0.035 ACFT Q10 4.83 CFS, 0.635 ACFT PRE DEVELOPED TO EXIST. BMP(ROUTED) ANALYSIS POINT (COMBINED) Q1 6.82 CFS, 0.506 ACFT Q1 3.88 CFS, 0.534 ACFT Q10 14.21 CFS, 1.169 ACFT Q10 14.43 CFS, 1.221 ACFT ANALYSIS POINT (COMBINED) PRE DEVELOPED TO ADJ PROPERTY Q1 6.91 CFS, 0.514 ACFT Q1 0.00 CFS, 0.000 ACFT Q10 14.73 CFS, 1.205 ACFT Q10 0.00 CFS, 0.000 ACFT PRE DEVELOPED TO ADJ PROPERTY Q1 0.05 CFS, 0.002 ACFT Q10 0.17 CFS, 0.008 ACFT CHANNEL PROTECTION: CHANNEL PROTECTION RT 29 & PREMIER CIRCLE (ENERGY BALANCE): QDEVELOPED < 0.80*(()PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 3.88 CFS <_ 0.80*(6.91 CFS*0.514 AC\FT)/0.534 AC\FT = 5.32 CFS FLOOD PROTECTION: FLOOD PROTECTION RT 29 & PREMIER CIRCLE: POST -DEVELOPED Q,0!5 PRE -DEVELOPED Q10 OK 14.43 CFS (POST -DEVELOPED Qlo) s 14.73 CFS (PRE -DEVELOPED Q10) WATER. QUALITY CALCULATIONS SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALL. BOOK): PRE -DEVELOPMENT LAND COVER: 1.34 AC TURF (B SOILS) 2.41 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: 1.27 AC TURF (B SOILS) 2.48 AC IMPERVIOUS REQUIRED REMOVAL: 1.28 LB/YR REMOVAL ACHIEVED: 1.28 LB/YR (CREDITS TO BE PURCHASED) 5.0' rl --3'--i 3.5' 5" ORIFICE WEIR PLATE IN SYSTEM A No Scale 10 YEAR WSE 469.57 V 1 YEAR WSE 467.75 STEEL WEIR PLATE ELEV. 465.50 467.89 WEIR PLATE IN SYSTEM B No Scale 141 4' 10 YEAR WSE 470.39 2.5' STEEL WEIR PLATE 2 YEAR WSE 477.1$ 10" ORIFICE ELEV. �c 0 DATE � 2/6/20I7 d � DRAWN BY J. WILSON DESIGNED BY 1 . wlLsoN CHECKED BY C. KOTARSKI SCALE 1 "=3D` Lu 0 N U o N o 2 J g Lij o =C � � o J Lu Cu N H(13 rc� a Q LLij u � Q m _j CD < o 0 z � �o o� Q Q 2 z 00 E � UN OCLU 0 :�i 0 z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o PRE DEVELOPED TO ADJ PROPERTY Q1 0.05 CFS, 0.002 ACFT Q10 0.17 CFS, 0.008 ACFT CHANNEL PROTECTION: CHANNEL PROTECTION RT 29 & PREMIER CIRCLE (ENERGY BALANCE): QDEVELOPED < 0.80*(()PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 3.88 CFS <_ 0.80*(6.91 CFS*0.514 AC\FT)/0.534 AC\FT = 5.32 CFS FLOOD PROTECTION: FLOOD PROTECTION RT 29 & PREMIER CIRCLE: POST -DEVELOPED Q,0!5 PRE -DEVELOPED Q10 OK 14.43 CFS (POST -DEVELOPED Qlo) s 14.73 CFS (PRE -DEVELOPED Q10) WATER. QUALITY CALCULATIONS SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALL. BOOK): PRE -DEVELOPMENT LAND COVER: 1.34 AC TURF (B SOILS) 2.41 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: 1.27 AC TURF (B SOILS) 2.48 AC IMPERVIOUS REQUIRED REMOVAL: 1.28 LB/YR REMOVAL ACHIEVED: 1.28 LB/YR (CREDITS TO BE PURCHASED) 5.0' rl --3'--i 3.5' 5" ORIFICE WEIR PLATE IN SYSTEM A No Scale 10 YEAR WSE 469.57 V 1 YEAR WSE 467.75 STEEL WEIR PLATE ELEV. 465.50 467.89 WEIR PLATE IN SYSTEM B No Scale 141 4' 10 YEAR WSE 470.39 2.5' STEEL WEIR PLATE 2 YEAR WSE 477.1$ 10" ORIFICE ELEV. �c 0 DATE � 2/6/20I7 d � DRAWN BY J. WILSON DESIGNED BY 1 . wlLsoN CHECKED BY C. KOTARSKI SCALE 1 "=3D` Lu 0 N U o N o 2 J g Lij o =C � � o J Lu Cu N H(13 rc� a Q LLij u � Q m _j CD < o 0 z � �o o� Q Q 2 z 00 E � UN OCLU 0 :�i 0 z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o 141 4' 10 YEAR WSE 470.39 2.5' STEEL WEIR PLATE 2 YEAR WSE 477.1$ 10" ORIFICE ELEV. �c 0 DATE � 2/6/20I7 d � DRAWN BY J. WILSON DESIGNED BY 1 . wlLsoN CHECKED BY C. KOTARSKI SCALE 1 "=3D` Lu 0 N U o N o 2 J g Lij o =C � � o J Lu Cu N H(13 rc� a Q LLij u � Q m _j CD < o 0 z � �o o� Q Q 2 z 00 E � UN OCLU 0 :�i 0 z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o �c 0 DATE � 2/6/20I7 d � DRAWN BY J. WILSON DESIGNED BY 1 . wlLsoN CHECKED BY C. KOTARSKI SCALE 1 "=3D` Lu 0 N U o N o 2 J g Lij o =C � � o J Lu Cu N H(13 rc� a Q LLij u � Q m _j CD < o 0 z � �o o� Q Q 2 z 00 E � UN OCLU 0 :�i 0 z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o . wlLsoN CHECKED BY C. KOTARSKI SCALE 1 "=3D` Lu 0 N U o N o 2 J g Lij o =C � � o J Lu Cu N H(13 rc� a Q LLij u � Q m _j CD < o 0 z � �o o� Q Q 2 z 00 E � UN OCLU 0 :�i 0 z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o Lu 0 N U o N o 2 J g Lij o =C � � o J Lu Cu N H(13 rc� a Q LLij u � Q m _j CD < o 0 z � �o o� Q Q 2 z 00 E � UN OCLU 0 :�i 0 z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o E � UN OCLU 0 :�i 0 z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o z N O � � x F- v o� :z �N U � axi o rn U � LO U U Cu O 6)_0 C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o C RS U JOB NO. � o m 35148, 0 z3 N U � U SHEET NO. Q o 9+50 10+00 11+00 12+00 13+00 13+50 106 - STM A mm 75 70 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 _ Lo O OLo 0 O s �— N J` O IX) Iq J— O O �a � p w- (D 07 4= co d" Oj 4= co O Oco 67 mC) mLo00 O+ "T m�NO O d' C' O � To 4'D �- � I O 'o �C:)'to FD -"q 0 o��zz o o GRADE Z Lo U) Z U-) U) z Lo z z z 1 MIN' 465 .............................. 6" FIRELINE STA 10+37.5 460 9+50 10+00 2' 503 ELj501 r O MLo 48.98' OF € 68.78' OF 15" HDPE - 15" HDPE' @ 0.50% € @ Q.50°fo _- ---- -------..._......._.._.._..._ 505 _<_. 55.93' OF � 15" HDPE z z o @ 0.50% `t0>> > ti 11+00 506 - STM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 485 i E EXISTING GRADE i �mm480 480 ,PROPOSED GRADE E PIPE 1 - EX(SAN) 475 475 STA 11+46179 SWW SYSTEM B 48" FRCP STORAGE PIPE TOP ELEV. 471.89 BOTITOM ELEV. 467.89 INV IIN 468.86 (501) 470 470 465 460 12+00 12+50 9+50 SWM SYSTEM A 60" RCP STORAGE PIPE TOP ELEV. 470.5 BOTTOM ELEV. 465.50 INV IN 468.70 (101) SWM SYSTEM A 60" RCP STORAGE PIPE TOP ELEV. 470.5 BOTTOM ELEV. 465.50 INV OUT 465.50 (403) SWM SYSTEM A 60" RCP STORAGE PIPE TOP ELEV, 470.5 BOTTOM ELEV. 465.50 INV IN 468.70 (301) 9+50 10+00 11+00 11+50 304 - STM A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 (6 O O 0 i r O MLo O o O y= O LD v= O O O co MC(")) O p O (D I_ mCD mONO M I-F_ + CM Cdr I— � ao�o z z o ap¢�- `t0>> > OJ -0z ���z "'C0[-- z z 480 EXISTING GRADE Z s PROPOSED GRADE o 475 69.24' OF 15" HDPE @ 0.51% LIS 10+00 11+00 508-502 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 470 460 455 r N O c O O r - O O a co d'00 1- C) Nf� I� � u co cl) 0?uyN 61(D SWM SYSTEM B N 48" RCP STORAGE PIPE TOP ELEV. 471.89 BOTTOM ELEV. 467.89 INV IN 468.82 (701) 465 9+50 10+00 11+00 12+00 12+50 STMA - EX1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+50 9+50 10+00 11+00 12+00 13+00 710 - STM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 .1 75 470 SWM SYSTEM B 48" RCP STORAGE PIPE TOP ELEV. 471.89 BOTTOM ELEV. 4167.89 INV IN 468.82 (7011) 465 14+50 455 Eli 9+50 804 60.72' OF 14.27' OF 18" HDPE 18" HDPE: @ -0.50% @ 0.50% O �r 10+00 11+00 STM B - 801 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTING GRADE 475 PIPE 1 - EX (SAN) STA 10+29. 1 O (6 Ocq N N O °0 c O O co M N O . Q0 (D N (Df- ONO a co d'00 1- I? Nf� I� � u d pd 0 o n��Z =OF_'t d =+NH � J. WILSON Z 'tzz 2 o cV oHO}> z r< �Uj�z a0 480 co U) -z > E SCALE PROPOSED E •. v E GRADE E w :� 475 Q H LL E a" 12.2': U- O SWM SYSTEM B N 48" RCP STORAGE PIPE TOP ELEV. 471.89 BOTTOM ELEV. 467.89 INV IN 468.82 (701) 465 9+50 10+00 11+00 12+00 12+50 STMA - EX1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+50 9+50 10+00 11+00 12+00 13+00 710 - STM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 .1 75 470 SWM SYSTEM B 48" RCP STORAGE PIPE TOP ELEV. 471.89 BOTTOM ELEV. 4167.89 INV IN 468.82 (7011) 465 14+50 455 Eli 9+50 804 60.72' OF 14.27' OF 18" HDPE 18" HDPE: @ -0.50% @ 0.50% O �r 10+00 11+00 STM B - 801 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTING GRADE 475 PIPE 1 - EX (SAN) STA 10+29. 1 O (6 Ocq r t7 O ~ c O O 00 v= O It co M N O . Q0 (D N ? CO m (D ! V m co d'00 1- I? + L6 (o I- � u 0 o n��Z O o��z (oU)Fz z � J. WILSON DESIGNED BY cV J. WILSON CHECKED BY Q O C. KOTARSKI 603 113.93' OF 15" HDPE @ 0.50% 604 - STM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 470 460 4 11+50 EXISTING GRADE \--601 25.96' OF 15" HDPE @ 0.50% i m E to DATE > O O 2/6/2017 0 � u DRAWN BY � J. WILSON DESIGNED BY cV J. WILSON CHECKED BY Q O C. KOTARSKI > E SCALE AS NOTED v E w :� Jm- LU v, Q H LL U- O Lu CY C Lm <_j U00 z a.J-Ln O Lu N H (D W H LZ Q) t- U LuU- n U) M z Ln O J= `> u rn H o N W v M c� 00 J vi ZD 0 t� 0 J- Lu > w w � = Q U � 4 z 0 0 _ U C N N O w t N o Q 0Q ceT �rJ a 480 > o ..._ W � a Q Lij _ Lu 475 u L Q o a p_ �o 2 470 Ln C v7 SWM SYSTEM BU o 48" RCP STOR GE PIPE o TOP ELEV. 471.89 BOTTOM ELE . 467.89 E a INV IN 468.19 ( 01) � N 465 a a ...... o= o� z N O 2 0 x- 460 o 0 � o n.� Q � o � � Y N �p U N U X = 455 ° O U i N n O � U 5 ° E43 Uc O - a O) a � oa m ?' U � JOB NO. o o N .- 0 35148.02.3 N 0 50 o O U PROFILE SCALE SHEET NO. Q o �1 a V N Ql F to DATE > 2/6/2017 0 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED 0 _ U C N N O w t N o Q 0Q ceT �rJ a 480 > o ..._ W � a Q Lij _ Lu 475 u L Q o a p_ �o 2 470 Ln C v7 SWM SYSTEM BU o 48" RCP STOR GE PIPE o TOP ELEV. 471.89 BOTTOM ELE . 467.89 E a INV IN 468.19 ( 01) � N 465 a a ...... o= o� z N O 2 0 x- 460 o 0 � o n.� Q � o � � Y N �p U N U X = 455 ° O U i N n O � U 5 ° E43 Uc O - a O) a � oa m ?' U � JOB NO. o o N .- 0 35148.02.3 N 0 50 o O U PROFILE SCALE SHEET NO. Q o �1 a V N Ql F i:1 475 470 i� C� L Lo C) C, t N '55 110 m 00 00 0 0 0') (D b + r- � �rz z o o�F-z z z 711 75.18' OF 15" HDPE @ 0.50% — EXISTING GRADE - .........................-4.$.0. PROPOSED GRADE 475 9+50 10+00 11+00 712-706 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 470 11+50 J41NVOUT474.14(3-2) STA 10+32.62 TOP 477.46 INV IN 474.14 (4 - 3) INV IN 474.14 (B) STA 10+23.99 TOP 477.45STA 10+45.77 INV IN 474.28 (5 - 4) 2 TOP 477.36 INV OUT 474.28 (4 - 3) INV IN 474.01 (3 - 2) STA 10+00.00 INV OUT 473.81 (2 - 1) TOP 478.00 5 ?INV STA 11+28.36 INV OUT 474.67 (5 - 4) TOP 476.77 IN 472.98 (2 - 1) 485 INV OUT 472.78 (1 - EX) 485 ' PROPOSED: EXISTING GRADE GRADE F 480�W�..W.....-.........�.............�.�_...�............�....W�..W��.....�. W��.WW .��� 480 475,ate _..._ .w ..475 ...... � 5-4 1 23.99' OF ; 4" PVC 2 @ 1.63%2' 1 -EX I 6 2.2 470 W. :................._...,.............._.... -._......._..._.... ....._........... ................ ....... o p-- .-U.F-..__..---- ...............__._. .. _ ......... 470 VC _ 4 - 3 @ I-00% 3 CONNECTION 8.64' OF 2 - 1 TO EXISTING 4" PVC 82.60' OF ; WATERLINE @ 1.62% 6" PVC 6" FIRELINE PIPE 802 (STRM) 1.00% STA 10+74.72:, @ STA 12+48.98 465 ............................. W W. _._..l .........._ ) W..__.W..... _....... 465 3-2j 1 13.15' OF 6" PVC @ 1.00% l i 460 460 i PIPE 501 (STRM) j STA 11+55.37 1 ' 455 �h tF tt 9+50 10+00 11+00 12+00 5 - EX (SANITARY) HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 M �5 485 1475 470 ...__ 45° BEND EXISTING GRADE 45° BEND m 11.25' BEND PIPE 2-1 (SAN 'STA 11+03.07 PIPEI 505 (STRM) STA <10+44.63 � rn Ct Ct PROPOSED GRADE �- 6"x6"x6" TEE FOR FHA - 6"x6"x2" TEE FOR x"011' 1 STtC ._.__._........ WATERLINE CONNECTION (2) 45°BENDS !R CONNECTION TO BUILDING ELEV. 474.75 475 4651 13+00 13+50 9+50 10+00 11+00 12+00 13+00 13+50 61NCH WATERLINE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 5 0 50 PROFILE SCALE CE 0 o r'4 � N > E v E Lu Lu U v ¢�a� w0 Q�LM ,, U 0 z n¢. -� —1i O acngN a_ C9 Lu l U �0�� u') LQ o t O ' Z3 U,x CN z O hU<Ln 0 � N W a� 0 Ln O I -- CD CD ZD O WJ > W Lu � Q U D z O cn DATE M 2/6/2017 O } DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE I' AS NOTED 0 4 N 7 U C uj O (D O In t4 N O rlyQ O O g N N O < N 0 O Lu J L N ry LIJ c6 Y f6 i ! O Q L1r N 0Cm �. 1.. ° z o� p 2U) �o T � :2:E 0 � O E � O � N O� CLO =)U pc CC � Li 0 Z N O Q �5 X O O � � O N O 0 O Q � N C 3 U X C) N ,O N U L O � y W O v! U O O N O cu U cu O C U JOB NO. o 0 N — c U 85148.028 0 N N O � U SHEET NO. Q o �_c3 C7.1 rA L j mE J. WILSON DESIGNED BY N J. WILSON {l.i. CHECKED BY ^F SCALE M U AS NOTED N N N N � O L N N O 2 ECC Q C N O W �33 a N 7 LLUy N O Q LL L O H J :.... 1. LL Q < N O m ft LU -j cy s O u iLL QZ � U0 < -� — Lri O_ 0 � > c:) I— z-- 0 a ° j mE J. WILSON DESIGNED BY N J. WILSON {l.i. CHECKED BY j mE J. WILSON DESIGNED BY N J. WILSON O O CHECKED BY C. KOTARSKI SCALE M U AS NOTED N N N N � O L N N O 2 ECC Q C N O W �33 a N 7 LLUy N O Q LL L O H J uLU N a O LL Q < N O m ft LU -j cy s O u iLL QZ � U0 < -� — Lri O_ 0 � > c:) I— z-- 0 a ° W N = mo lqt CL o T � S' O X U) � O O N J � W CLO cy 0 USS - N 2 Lj Q 0 Z `n O m 0 � � o N W�/ o M L.L 0 0 C Q� o � CO J m � CD LU tD U X O N .O O U N v) O N U � O O N E �3 S O a O) a N a � Q U JOB NO. O m o N OG 35.E 48, 023 N S N 0 � O SHEET NO. v Q o E1,0 d NN cl W > W _w S Q Q O c!i DATE 2/6/2017 O DRAWN BY J. WILSON DESIGNED BY N J. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED N N O L N U C N N O L N N O 2 Q N O a N 7 N O H J uLU N a O S Q < N ft LU -j O u iLL O O 0 Lno� z-- 0 a ° U = mo lqt CL o T � � O � O O N CLO cy 0 USS Lj Z `n O m � x � o o 0 0 Q� o � m � N (6 U X O N .O O U N v) O N U � O N E �3 7 � U � O a O) a N a � Q U JOB NO. m o N - � U 35.E 48, 023 N N 0 � O SHEET NO. v Q o E1,0 d NN c a L '21ED P2 40K R3 MVOLT SP& KAX LED Size 2 KAX ............. naire I--------- ----------------------- ----------------------- - ---------- - -------- - ----- IIIreos-------- ---- i Ii Ih i i aht 41 Ibis .............. ............. Oi licih,t ;150f ................... ............. .............. ............. ....... EXAMPLE: KA3C2 LED P2 40K R31MVOLT SPA DDSXD O ed tr 1 dei - t. .......... K M LT,­:::::::: Ihip IIIIIIHs . ... ........ a. II10.r. ea 7D IIIIIIIII-- - ---- - --------- - - - .. . ........ ---------- - -- - - & IIIIIII K.AX21-ED P2 40K R4 MVOLT SPA KAX LED Size 2 LED Area Luminaire TRIPLE (a. 120 L - --------------------------- - - --- - ----- G3 — — - — --- - - -------- 'rias t. itEPA, Ican be. e>,�, tiv id r Ie e U d. Cs arc Itr, the "I I3;e3 ---- -- - -------------- otsW�t 4, iix. I- - ---- ---- Iosor............... ... ... ..... .. EXAMPLC KAX2 LED P2 40K R3 NIVOLT SPA, DC78XD ........... I........... IK4 IIitIIM. ItIT�n IJJiIIA. IIIiII............ . ................... ..... --------------- IIIIFR t. IIIII.......... ................ ........... ... A (LArj I CA I LE:i4 )4f t'irr-ONGROUP Esetall LED Wall Scone ES .................... ................ ........... .......... Data Weight 9.9 i t4.7 kgj Eiactricali LoA *SA .tAMI............. MIA i I. ............... cnv� • ?asrPt j -------------- ----- - ------ i . . ........... I. ......... ...... ...................... --------------------------------- --- Pmjedel LED Wmer, II .......... TenonMounting 5�ipfifter Eseta"' LED Wall Sconce LED'v'Vall Lummaire --- — ----------------------------------------- - --- -------------------------- -- IIII-N2, IIVU, ................... -- --------------------------------- ---- - ----------------- - ------------ - -- DRAWN BY ............ .. .. I24H Housing .. .. . .... ....... ... ..... . I............ 1. WILSON Ia..... fY[ o............ ...... 530 ............. IOr Spedifications eito"'eds Part 15, ................ III..................... co.vn ..... .... 3K ,W w WC IIIII...... ............. . .................... . .. .................... 350 �St)m,, P Ci>2.4. ........... ... ............. ...... ,LHHV 4 .1 .. 4000K I'39 SCO �I19 Da Da, lighT, as a li- M, of a- a ar, up Lt t 99v. .......... ........... .......... 4gH 5 erl4sB IIItestiag ................ IW1.3' r Gr- ........... a9i3f) . ... ....... .................. 7D CRI are IIIIIIII.......... warranty aeInd Icsd per I'll ilcufs it UV G 0 2 ISOOOK .......... IC IS! cnsof SE ........... .............. IW ........... . .. ............ I48H 5 3 0 H5 I I......... UL C: IOvitput Unied ww ................ .............. ........... co Of LU .I-- m IS <_j U 00 I 0- o =) u 0 (LArj I CA I LE:i4 )4f t'irr-ONGROUP Esetall LED Wall Scone ES .................... ................ ........... .......... Data Weight 9.9 i t4.7 kgj Eiactricali LoA *SA .tAMI............. MIA i I. ............... cnv� • ?asrPt j -------------- ----- - ------ i . . ........... I. ......... ...... ...................... --------------------------------- --- Pmjedel LED Wmer, II Ief IIIIII KAX2LED P2 40K R4 MVOLT SFIJ KAX LED Size 1111100 2 IILED Area Lum;naire IL ------------_-- - -- ---- - ---- - - -- -- - -- Introduction I.I n placedia,ia _tly m - - — - - - ------------- L - --------------------------- IIKNQ ig . .. ........ .. .3 MV0LT SPA DDBXD FXAMPLE. KAX2 LED P2 40K R_ r"F. .. ... .... . 0 SPA 4 K, . ...... ,/... ............ ........................ 64';,1.:' Sh ,.Z40K i up, IIIII)D X0 H, . ......... .............. ........... IIIIIIIIIIII................. IItIIIII. .......... ............. ..................... 0 I LiFfE-CiN GROUP .......... .......... .... A ............... Eseta"' LED Wall Sconce LED'v'Vall Lummaire --- — ----------------------------------------- - --- -------------------------- -- IIII-N2, ES ............... ............................ ................... -- --------------------------------- ---- - ----------------- - ------------ - -- DRAWN BY ............ .. .. I24H Housing .. .. . .... ....... ... ..... . I............ 1. WILSON Ia..... fY[ o............ ...... 530 ............. IOr Spedifications eito"'eds Part 15, ................ E5i. co.vn ..... .... 3K ,W w WC IN wid�z $K. biact. 350 �St)m,, P Ci>2.4. ........... ... ............. ...... ,LHHV 4 .1 .. 4000K I'39 SCO �I19 Da Da, lighT, as a li- M, of a- a ar, up Lt t 99v. .......... ........... .......... 4gH 5 erl4sB IIItestiag ................ IW1.3' r Gr- ........... a9i3f) IIGy .................. 7D CRI are warranty aeInd Icsd per I'll ilcufs it UV G 0 2 ISOOOK .......... IC IS! cnsof SE ........... .............. IW ........... . .. ............ I48H 5 3 0 H I I......... 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Eseta"' LED Wall Sconce LED'v'Vall Lummaire --- — ----------------------------------------- - --- -------------------------- -- IIII-N2, ES ............... ............................ ................... -- --------------------------------- ---- - ----------------- - ------------ - -- DRAWN BY ............ .. .. I24H Housing .. .. . .... ....... ... ..... . I............ 1. WILSON f;x;or q 04 . ..... ........... 530 ............. IOr Spedifications eito"'eds Part 15, jr,S; ............ 350 co.vn cif IIEEE ..................... 24H 44 I............ Ci>2.4. ........... ... ............. ...... 454S .1 .. 4000K I'39 SCO �I19 lighT, as a li- M, of a- a ar, up Wei ht: 99v. .......... ........... .......... 4gH 5 erl4sB IIItestiag ................ EXAMPLE: Oi:VVXI LED 2OW 5QK ........... a9i3f) I3nd .................. 7D CRI are warranty aeInd Icsd per I'll ilcufs it UV G 0 2 ISOOOK .......... IC .............. -52i cnsof SE ........... .............. 6�E .. 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I QLW9a1 LED .......... .... A ............... 2S................... LED'v'Vall Lummaire --- — ----------------------------------------- - --- -------------------------- -- IIII-N2, 53f)................ ''..tInATUFFS -- --------------------------------- ---- - ----------------- - ------------ - -- DRAWN BY ............ .. .. I24H 3000K ..................... .. .. . .... ....... ... ..... . I............ 1. WILSON ............ q 04 . ..... ........... 530 ............. II..................... Spedifications IIIIIII........... IUSTINCIS ............ 350 II.................. IIIIIIiI ..................... 24H 44 I............ .. .. ...... 454S .1 .. 4000K I'39 SCO �I19 lighT, as a li- M, of a- a ar, up Wei ht: UNN 1 1, 0 Ucovcfed. .......... ........... .......... 4gH 5 ................ EXAMPLE: Oi:VVXI LED 2OW 5QK ........... a9i3f) .......... ............ .................. I. . . . . ....... 24H 44 0 2 ISOOOK .......... IC .............. -52i I SE ........... .............. 6�E .. I.. ........... . .. ............ I48H 5 3 0 0 I 0 U_ ui 0 C: co Of LU .I-- m KAX2LED P2 40K R4 MVOLT SP� K" LED Size 2 LED Area TVV IN -@ I 8 0 . ..... — - — - - - ---- - - - ------------------------------------- - 02 ------------- - ----- - ----- ­------------------------- aW t y IsW; ilIiIIIKAX2 is retrofit .. . . ....... ... Ex, A RRAA KAX2 LE P2 4jaK R3 SPA DD8XD KAQLEI) ,mvOT .. . .. ........... . . . ...... . . . ..... . .. ....... . . . . . .... . . . ... ...... . . . . . . .......... . .. I ... ................. ............ ................. ........... 1 rit I�� 73L3 IIIIIIIIIDDIBM .... ... .. . . .......... IIIIIIIIIIit......... ........ .................... ................... ...... ...... ...................... ........... ry k. rfS & IIIIIIP r, d P! R 1 1 m. I R�,,; 'r s"I I...................... .......... ........... .................... .. ............ . ........ I [308)ii I,D) .................... QLW9a1 LED .......... .... A ............... LED'v'Vall Lummaire --- — ----------------------------------------- - --- -------------------------- -- IIII-N2, O 0 ''..tInATUFFS -- --------------------------------- ---- - ----------------- - ------------ - -- DRAWN BY ------ - - - -- - < DESIGNED BY Introduction 1. WILSON lad. •9fied to C. KOTARSKI <.f:IIq Spedifications IIIIIII........... IUSTINCIS C IIIIIIiI 0 < co a E lighT, as a li- M, of a- a ar, up Wei ht: UNN 1 1, 0 Ucovcfed. E EXAMPLE: Oi:VVXI LED 2OW 5QK [308)ii I,D) .................... DATE .......... .... A ............... 21612017 O 0 ''..tInATUFFS re DRAWN BY 1, WILSON < DESIGNED BY Pk SPKIFICATJONS 1. WILSON CHECKED BY to C. KOTARSKI SCALE 12 IUSTINCIS C IIIIIIiI 0 < co a E LU E LL_ 0 Uj IIII....... ......... ........ .... I---------- ........ I ....... -------- --­--------------- ........ ....... .. it III34 .......... ....... . ...... ......... II. . ... ......... ..... .... I-------- -------------------- .......... I . ----- ...... ...... ........ .. . I...... ..... ... ........... ..... .. .. ............. I.......... - - — - - ---­---------------- — ------------------------------------------------- ---------- - - - - ---- - - ------------- . . . ......... iI E DATE Uj 21612017 O 0 re DRAWN BY 1, WILSON < DESIGNED BY 1. WILSON CHECKED BY to C. KOTARSKI SCALE 12 AS NOTED C 0 < co a E LU E LL_ 0 Uj LU 0 2 0 0 U Nto 0 LL 0 0 U_ ui 0 C: co Of LU .I-- m <_j U 00 0- o =) u 0 CL LU Lrj 0 " > CD FN U) rj LU Z 0 x =$ x U 0 U) U) < L 6 LL 2 Z3 ,Zr o-0) U -)c r-4 a) to > 0 Ln N t6 Z u) 0) Iti < Lr) Lr) 0cV > LU ry CO _j ® LU Ui NO. Q� 35148.023 'm 0 SHEET NO. Q -R E2. 0 w-0 0 LU > Uj U 0 DATE Uj 21612017 0 re DRAWN BY 1, WILSON < DESIGNED BY 1. WILSON CHECKED BY LU C. KOTARSKI SCALE 12 AS NOTED U Uj UO re 2- U < LU > LU LLJ 12 _r < co a UJ LU < LL_ 0 II.:j 0 2 0 0 U Nto 0 0 C: 7o 0- o =) u 0 Z 0 x 2 o-0) N t6 Z u) 0) X c -- (D o 3013 NO. 35148.023 'm SHEET NO. Q -R E2. 0 w-0 ENTRANCE CORRIDOR A 32;8.62' L SCALE V=30' I mw 0 330' 60' PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMONNAME MINIMUM INSTALLED SIZE ROOT REMARKS ACE RUB 3 ACER RUBRUM 'RED SUNSET RED MAPLE 2.5" CAL B&B AME GRA 4 AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 8'-10' HT. B&B MULTI -STEM BET NIG 2 BETULA NIGRA 'DURAHEAT' RIVER BIRCH 10' HT B&B 3-5 STEM ONLY COR FLO 3 CORNUS FLORIDA 'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 8'-10' HT. B&B JUN VIR 38 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B FULL TO THE GROUND MAG VIR 6 MAGNOLIA VIRGI NIANA 'AUSTRALIS' SWEET BAY 6' HT B&B NYS WIL 5 NYSSA SYLVATICA WILDFIRE' BLACK GUM 2.5" CAL. B&B SPECIMEN PIN TAE 26 PINUS TAEDA LOBLOLLY PINE 7'-8' HT. B&B QOU NUT 9 QUERCUS NUTTALLII NUTTIALL OAK 2.5" CAL B&B QUE PHE 11 QUERCUS PHELLOS WILLOW OAK 2.5" CAL B&B ULM PAR 29 ULMUS PARVIFOLIA 'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B �® o SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS DIS DIM 4 DISTYLIUM X BLUE CASCADE' DISTYLIUM 24" HTISPRD CONTAINER 48" o.c. ILE BUX 74 ILEX CORN UTA 'BURFORDII BURFORD CHINESE HOLLY 24" HT/SPRD BULB 60" o.c. ILE HOO 202 ILEX CRENATA 'HOOGENDOORN' HOOGENDOORN JAPANESE HOLLY 18" HT CONTAINER 30" o.c, ILE JIM 7 ILEX VERTICILLATA 'JIM DANDY' JIM DANDY WINTERBERRY 30" HT/SPRD CONTAINER 48" o.c. ILE RED 43 ILEX VERTICILLATA 'RED SPRITE' RED SPRITE WINTERBERRY 18" HT. CONTAINER 48" o.c. ITE LIT 40 ITER VIRGIN ICA LITTLE HENRY' TM VIRGINIA SWEETSPIRE 24" HT/SPRD CONTAINER 30" o.c. PEN CAS 526 PENNISETUM ALOPECUROI DES 'CASSIAN'S CHOICE' CASSIAN FOUNTAIN GRASS 1 GAL CONTAINER 24" o.c. SPI BRI 1 SPIRAEA PRUNIFOLIA 'BRIDALWREATH' BRIDAL WREATH SPIREA 24" HT/SPRD CONTAINER 60" o.c. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING JUN HOR 94 JUNIPERUS HORIZONTALIS 'BLUE RUG* BLUE RUG JUNIPER 18" SPREAD CONTAINER 18" O.C. PER XLS 64 PEROVSKIA X LITTLE SPIRE' RUSSIAN SAGE 3 QT. CONTAINER 30" OC NK W.H CC�J�III wol 14 02/06/17 PE AR Lr1i N® L)� m CN c: >E -d E Lu _ = a=: E Q Lu Lu ®® z �® o wW®� a� vim, N0 Lo� � w ® O Ln Q) ® V J 5 r >ED >/ ® c1 r.{ 00 C) w ui ZD 0 V 0 r 0 Lu > W w � _ 4 u 0 Z O !ri DATE 2/06/2017 O DRAWN BY B. DAVIS DESIGNED BY B. DAVIS CHECKED BY F. HANCOCK SCALE 1 "=30' a LiJ 7 H U C O N O W0N O Q O Q. T C O N N Q 4 < �o Lu co X02°— N z: Lu ��Q U Q Q 0 0 L.J �a Q) =) U z a° o(D _j 0 �U) 1� U O o � T � t° o 0 0 cq N P-40 � a � x o ] 1 0 o Q� om Q m �2 �N U x a � o O U �N N U � O Z3 E:6 U o �g U 30B NO. m ` N .- N U 35148.023 I N o In � U SHEET NO. 2 0 (D-0 L1,0 INSTALL SHRUBS SO THAT TH- TOP OF THE ROOTBALL ISA THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP % OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW-RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE - OF PIT SHRUB PLANTING ENTRANCE CORRIDOR FRONTAGE LANDSCAPE REQUIREMENTS YARD LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED PERIMETER A 612 LF 1 LG TREE/35' & 6127 40'= 15.3 * 1 = 15.3 15 LG TREES 17 LG TREES ENTRANCE 582 LF INTERSPERSED 582'/ 40'= 14.5 * 1 = 14.5 9 LG TREES + INTERSPERSED 9 LG TREES + INTERSPERSED PERIMETER C 329 LF 1 LG TREE140' 329'1 35' - 9.4 * 1 - 9.4 FLOWERING ORNAMENTAL 5 LG TREES CORRIDOR A 184 LF FLOWERING ORNAMENTAL 140'= 4.6 * 1 = 4.6 5 LG TREES FLOWERING ORNAMENTAL TREES Q 0 TREES TOTAL = 18,550 SF > E TREES NOT TO SCALE 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 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. 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. ALBEMARLE COUNTY NOTES: 1. 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 PLAN. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-Y MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLAN VIEW: HEIGHT VARIES WITH PLANTS 12" MIN. GROUNDCOVER NOT TO SCALE 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 %3 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 NOT TO SCALE 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 PERIMETER PARKING LOT LANDSCAPE REQUIREMENTS YARD LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED PERIMETER A 612 LF 1 LG TREE/40' 6127 40'= 15.3 * 1 = 15.3 15 LG TREES 17 LG TREES PERIMETER B 582 LF 1 LG TREE/40' 582'/ 40'= 14.5 * 1 = 14.5 15 LG TREES 30 LG TREES PERIMETER C 186 LF 1 LG TREE140' 186'140' = 4.65 * 1 = 4.65 5 LG TREES 5 LG TREES PERIMETER D 184 LF 1 LG TREE/40' 140'= 4.6 * 1 = 4.6 5 LG TREES 5 LG TREES INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS REQUIREMENT AREA CALCULATIONS REQUIRED PROVIDED 1 TREE /10 PARKING SPACES 163 SPACES 163/10 = 16.3 16 TREES 20 TREES 5% LANDSCAPE AREA OF 64,454 SF 64,454*.05 = 3,223 3,223 SF LANDSCAPE AREA 3,288 SF LANDSCAPE AREA TOTAL PAVED PARKING AREA 59 LG TREES @ 200 SF = 11,800 SF YEARS 3.75 ACRES = TREE CANOPY REQUIREMENT REQUIREMENT GROSS SITE AREA BUILDING AREA, PARKING CALCULATIONS REQUIRED PROVIDED 04o AND EASEMENTS 10% AT 10 35,962 SF (GROCERY) ADJUSTED GROSS SITE AREA 59 LG TREES @ 200 SF = 11,800 SF YEARS 3.75 ACRES = 26,406 SF (PARKING) 163,350 - 35,962 - 26,406 - 6,395 = 9,458 SF 13 SM TREES @ 150 SF = 1,950 SF MATURITY 163,350 SF 6,395 SF (EASEMENTS) 94,587SF*.10 = 9,458 SF 64 EVG TREES @ 75 SF = 4,800 SF Q 0 TOTAL = 18,550 SF PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH PLAN VIEW 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 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 FRi AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER Tl THE ROOTBALL ROOTFLARE SHALL E ABOVE FINISHI u 2 --001 1:1 SLOPE ON PLAN - SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAP MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS 6' 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 COWER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HIOLE 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 4-6" 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 % 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 3 X ROOTBALL —'1 DIAMETER I~ EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT NLTH Of I NK W. H r 14 02/06/17 G C� PE sy Ln 04o NU r� N� Q 0 > E a E Lu E Q W V S ®ufi cefU.CD o ,� z o wLuro _M 40 �CL mX o _g CD u a z Ln _ �I i- w ® cn 5 O > 0 uj �co o_j ow vi O z O r 0 Lu w Lu = Q v o z O 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OU FROM TRUNK AND OUTSIDE OF ROOT LL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP Oi WIRE BASKET FROM TOP %3 OF BALL. I CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOI 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ch DATE > 2/06/2017 O DRAWN BY B. DAVIS DESIGNED BY 0 B. DAVIS CHECKED BY F. HANCOCK SCALE 1 "=30` IL_ > N _ C > 0 0 Im uj 0 U) Q a 0 o g L _ <C � o c Lu _ Lu �- J o <( 0 LL UJ O Z =o �(D o0 Q �z v g2 c mp a� C � —iuj o= o Z N p ---q o 0 � x 0) o 0 uj �0 Q� o� m C >Y In�2 3 N X c- � o d U w i 2N cu ir/ o C 0 � U C o E � U � 0 �� U JOB NO. 0 0 N - m U 351 48.023 0 N N 0 C U SHEET EE]jT N7O. Q o L1 v 1 N N F