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SDP201600068 Plan - Submittal (First) Initial Site Plan 2016-11-21
SITE DATA: TAX MAP PARCEL: 78-5A, 5B, 58G1 PARCEL AREA: 6.31 LIMITS OF DISTURBANCE: 6.31 ACRES ZONING: HIGHWAY COMMERCIAL (HC). 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 PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: JUNE 2016 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET REQUIRED BUILDING SETBACKS: RT 20: 10 FT RT 250: 10 FT SIDE & REAR: 10 FT PROVIDED BUILDING SETBACKS: RT 20: 295 FT RT 250: 148 FT SIDE & REAR: 41 FT (REAR), 450 (SIDE) PARKING SETBACKS: NONE IF THE EXISTING VEGETATION ALONG THE ENTRANCE CORRIDOR (RT 20) IS MODIFIED OR REMOVED IN ANYWAY, ADDITIONAL PARKING LOT SCREENING WILL BE REQUIRED. BUILDING HEIGHT: 35' BUILDING SQUARE FOOTAGE: 35,962 SF PROPOSED USES: GROCERY TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.09 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 24,035 SQ. FT. = 121 SPACES WAREHOUSE SQUARE FOOTAGE (12,150 SQ. FT.) EXCLUDED FROM PARKING CALCULATIONS PARKING PROVIDED: 181 SPACES ADA PARKING PROVIDED: 6 SPACES, 1 VAN ACCESSIBLE L_ ILNITIAL SITE PLAN COUNTY OF ALBE,mw,ARLE 11/21/2016 VICINITY MAP SCALE 111: 1000, LDIL US, LLC 4708 SOUTHPOINT PKWY FREDERICKSBURG, VA 22407 CONTACT: MATT MILLER TELEPHONE: 703-819-8699 OWNER: PANTOPS CORNER, LC 12704 CRIMSON COURT STE 101 HENRICO, VA 23233 ENGINEER OF RECORD: 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.2 EROSION & SEDIMENT CONTROL PLAN PHASE II C4.0 LAYOUT & UTILITIES C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SHOT SPOTS PLAN C6.0 STORMWATER SUMMARY PLAN L C6.1 STORMWATER MANAGEMENT PLAN C7.0 PROFILES C7.1 PROFILES C7.2 PROFILES 1-0.0 OVERALL LANDSCAPE PLAN 1-1.0 LANDSCAPE PLAN 1-1.1 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS E1.0 PHOTOMETRIC PLAN E2.0 LIGHTING CUTSHEETS TOTAL: 23 SHEETS }A lk)N L M E O O N U N Ui Q O > E W a) E Q L 0 3 LU O 4� J V sno w J —� M � (D LUO N tl ZF- �� O d�aJG �u Q 0 ',j c = V > Ln H Q c Ln 00.) C M tl' o U.1-1 T! ':i z z O a Iy U V) LU r) z O R V) H LU DATE 11/21/16 DRAWN BY 1. WILSON DESIGNED BY 1, WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED 0 c U L N N O 4 o 0 0 2 0 Ov „-1 J - Uj �0 co co ca LLQ U < > 0 0 0 0 U00 0 � 0- (D °z (3) 0 -22E No:E a� E�- E �G C a_o 0 � zU) O v 7; x �(D � 0:F; 0 0 0 .§ 0-0) W� U X c -- a)0 U i. 0 O to U 0 � O E � U � -0 W N � JOB NO. 0 o '5148.024 MU) U) 0 SHEET NO. " c� sa �? Co. o � E 0 n Cll0 0 (D Cl) Z 0 E CL 0 1) U 0 ry U) Ow X a) o 0 0 (D . 1�2 X 0 0 Q) 0 E 0 0) Cis 0 CZ 0 in GENERAL NOTES 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). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE 1S 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 STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. s L_ 2" WEEP HOLES AT MINIMUM, LOCATE AT ALL LOW POINTS. OTHERWISE, PLACE WEEP HOLES AT 6'-10' ON CENTER STAGGERED. FILL WEEPS WITH STONE. - 3/4" BITUMINOUS SETTING BED CONCRETE BASE 6" COARSE AGGREGATE 4" UNDERDRAIN (IF REQUIRED BY GEOTECH) TO TIE INTO STORM SYSTEM COMPACT SUBGRADE NOTE: BRICK PAVERS TO BE HANOVER TRADITIONAL PRIEST BRICK WITH SQUARE EDGE, COLOR RUSSET BLEND, SIZE 4" X 8" INSTALLED IN A RUNNING BAND PATTERN. DENOTES BRICK PAVER ON PLANS STEEL CAP 6" DIA. STEEL PIPE ;,. FILLED WITH CONCRETE AND POWDER COATED (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH 3.5' a p 2'-0" DIAMETER a 3,000 PSI AIR -ENTRAINED CONC. FOOTING 4� f 2" MINIMUM CONCRETE BELOW STEEL PIPE BOLLARD DETAIL No Scale % 4" TOP OF CURB R=2" XXXX \/xxx\ -\ SURFACE s BASE VDOT STANDARD CG -2 CURB No Scale III Lei ;=11 NO] 6vl , I I \7 . VDOT A-3 CONCRETE UBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB No Scale VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 1.5" ASPHALT SURFACE COURSE 2.5" ASPHALT BINDER COURSE 8" COMPACTED STONE BASE �- COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALT SURFACE COURSE 2.5" ASPHALT BINDER COURSE 8" COMPACTED STONE BASE \ 411 2" R \ d dx \\ 611 \ <4 d \ \ 13" \ ° a \ d d. \ ° 4 \44 °d Q \/\ d CONC CURB AND GUTTER CLASS 3A, (f c=3,000 PSI) CONCRETE I11�1 d ° d Q ° 7" d Q a Q d ° d 44 2'-011 CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale EXISTING PAVEMENTI PROPOSED PAVEMENT LEGEND EXISTING STORM DRAINAGE MANHOLE EXISTING FLARED END -SECTION (FES) CORRUGATED METAL PIPE > REINFORCED CONCRETE PIPE CORRUGATED PLASTIC PIPE a POLY -VINYL CHLORIDE PIPE MATCH EX. CROSS EXISTING TELECOM MARKER/ WITNESS EX.SURFACE EXISTING TELECOM PEDESTAL SLOPE UNLESS OTHERWISE EXISTING UTILITYPOLE COURSE EXISTING GUYANCHOR ON PLANS EXISTING HVAC UNIT - EXISTING UNDERGROUND TELECOM/FIBER-OPTIC UTL. EXISTING WATER -LINE PAVEMENT EXISTING OVERHEAD UTILITY PROPOSED EXISTING OVERHEAD POWER UTILITY .......-- EXISTING FENCE EXISTING CENTERLINE SWALE/DITCH EXISTING EDGE OFPAVEMENT (EP) EXISTING TREE -LINE EDGE OF GRAVEL VV SIDEWALK EXISTING SIGN EXISTING MAILBOX .:'`'.°. 0 `''. PROPERTY CORNER FOUND (AS NOTED) PROPERTY CORNER (TO BE) SET DEED BOOK PAGE 00 PROPOSED STORM PIPE & STRUCTURE NO. 0 ® PROPOSED STORM STRUCTURE (SHAPE VARIES BASED ON TYPE) & STRUCTURE NO. - i - - - - PROPOSED ROOF LEADER 200 - mm EXISTING CONTOUR 200 PROPOSED CONTOUR 1 240.50 PROPOSED SPOT ELEVATION TC =TOP OF CURB TUN = TOP OF WALL BVV = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS APPROX. = APPROXIMATE % 4" TOP OF CURB R=2" XXXX \/xxx\ -\ SURFACE s BASE VDOT STANDARD CG -2 CURB No Scale III Lei ;=11 NO] 6vl , I I \7 . VDOT A-3 CONCRETE UBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB No Scale VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 1.5" ASPHALT SURFACE COURSE 2.5" ASPHALT BINDER COURSE 8" COMPACTED STONE BASE �- COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALT SURFACE COURSE 2.5" ASPHALT BINDER COURSE 8" COMPACTED STONE BASE \ 411 2" R \ d dx \\ 611 \ <4 d \ \ 13" \ ° a \ d d. \ ° 4 \44 °d Q \/\ d CONC CURB AND GUTTER CLASS 3A, (f c=3,000 PSI) CONCRETE I11�1 d ° d Q ° 7" d Q a Q d ° d 44 2'-011 CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale EXISTING PAVEMENTI PROPOSED PAVEMENT EXISTING �-� PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE GOURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale R= 4 --- CONTROL JOINT SPACED AT WIDTH OF WALK .n a.- Y EXPANSION JOINT AT MAX OF 30', WITH /4 PREMOLDED EXPANSION FILLER ° CONC. WALK V 41 \/\\/\\�\\fix\/\\ \\ >>x COMPACTED COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER M1 . DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 \ 2" ` ° d \ 6" 3,000 PSI AIR ENTRAINED PORTLAND d CEMENT CONCRETE op a 6" TYPE 21A STONE COVER �'`'-- COMPACTED SUBGRADE CBR 11.2 DENOTES CONCRETE SERVIGE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale POWY MKTY sm-WOR; $0 -URE TOW AWAY ZOPE TOW AWAY ZOIC 1 VAN 6' ABOVE ACCEBSBI.E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS, PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN., SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 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 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) HANDICAP SIGN LOCATION (TYP.) \ FACE OF FACE OF ® ----------- CURB CURB CURB EOP 20' 18' PAINTED 4 4 2% MAX. 20 PER PAINTED PAINTED PER VDOT STRIPE STRIPE -""-4" (TYPICAL) (TYPICAL) SPEC. ,I 10 I _ i 10,I - 8' 5' 8' 8' 8' - TYPICAL VAN INTERIOR SPACES PERIMETER SPACES ACCESSIBLE ACCESSIBLE HANDICAP SPACES 1 WA 0r47,11 I a � W.11101 Ib TYPICAL PARKING SPACE DETAILS No Scale 00. �x a IP la i db(FiAySKI p»". LiNo. 040204.8507 b m E 0 N O N o > E Lu a� E ~ V a) 3 Q LLo 3: Lu =m a J V Lu 00 uj ll) rn C7W �It a) l O x U-) _ c N z V > Ln I- Q C: U-) o 0' � N QM a� oo J � F- w Z) O (D D H Lu > w LJ Q Z O 14 > w ZD O z O a Lf) W z O L0 H W W Q 0 DATE 11/21/16 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTE® 0 s U C L < 0 _0 O o 0 a cu O v m 0 J 67 s Q \N \ 2 W Cu m � J uQ c W o 00O O z uj D M F-0 O op �z \Z �p 27. tl � a� E E o d o ZD 0 O = ( o (0 � U) Q z� O m x 0 � O 0-0) 7 N Cu � o � U m cc 4 o i 0 0 0 E -0 v � ��2 JOB NO. 0 u) ,_ '5148.024 0 � U SHEET NO. o C1.0 U) � E ' I- > a SAWCUT THROUGH a MATCH EX. CROSS J U EX.SURFACE � SLOPE UNLESS OTHERWISE X COURSE XSPECIFIED LLJ ON PLANS w & REMOVE PAVEMENT PROPOSED SURFACE X! COURSE EXISTING �-� PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE GOURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale R= 4 --- CONTROL JOINT SPACED AT WIDTH OF WALK .n a.- Y EXPANSION JOINT AT MAX OF 30', WITH /4 PREMOLDED EXPANSION FILLER ° CONC. WALK V 41 \/\\/\\�\\fix\/\\ \\ >>x COMPACTED COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER M1 . DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 \ 2" ` ° d \ 6" 3,000 PSI AIR ENTRAINED PORTLAND d CEMENT CONCRETE op a 6" TYPE 21A STONE COVER �'`'-- COMPACTED SUBGRADE CBR 11.2 DENOTES CONCRETE SERVIGE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale POWY MKTY sm-WOR; $0 -URE TOW AWAY ZOPE TOW AWAY ZOIC 1 VAN 6' ABOVE ACCEBSBI.E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS, PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN., SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 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 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) HANDICAP SIGN LOCATION (TYP.) \ FACE OF FACE OF ® ----------- CURB CURB CURB EOP 20' 18' PAINTED 4 4 2% MAX. 20 PER PAINTED PAINTED PER VDOT STRIPE STRIPE -""-4" (TYPICAL) (TYPICAL) SPEC. ,I 10 I _ i 10,I - 8' 5' 8' 8' 8' - TYPICAL VAN INTERIOR SPACES PERIMETER SPACES ACCESSIBLE ACCESSIBLE HANDICAP SPACES 1 WA 0r47,11 I a � W.11101 Ib TYPICAL PARKING SPACE DETAILS No Scale 00. �x a IP la i db(FiAySKI p»". LiNo. 040204.8507 b m E 0 N O N o > E Lu a� E ~ V a) 3 Q LLo 3: Lu =m a J V Lu 00 uj ll) rn C7W �It a) l O x U-) _ c N z V > Ln I- Q C: U-) o 0' � N QM a� oo J � F- w Z) O (D D H Lu > w LJ Q Z O 14 > w ZD O z O a Lf) W z O L0 H W W Q 0 DATE 11/21/16 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTE® 0 s U C L < 0 _0 O o 0 a cu O v m 0 J 67 s Q \N \ 2 W Cu m � J uQ c W o 00O O z uj D M F-0 O op �z \Z �p 27. tl � a� E E o d o ZD 0 O = ( o (0 � U) Q z� O m x 0 � O 0-0) 7 N Cu � o � U m cc 4 o i 0 0 0 E -0 v � ��2 JOB NO. 0 u) ,_ '5148.024 0 � U SHEET NO. o C1.0 U) � E ' I- 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 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). �i II PLACE 5' GALVANIZED WITNESS POST WITH I I CAPPED ENDS PAINTED BLUE IN REMOTE AREAS LARGER THAN 6° IN ANY DIMENSION SHALL BE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d ( TO HIGHWAY DEPARTMENT APPROVAL. 2500 P.S.I. FINISHED GRADE f IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 3'8' ADJUSTABLE VALVE BOX W/ LID I z G;: 10' MIN. L 6' MIN. 4° MIN' 1 12' MIN_ THRUST BLOCKS. GREA-HEP, z MIN. THAN 4" PROPOSALS WILL BE SUBMITTED. t 1 NTS N, f {} M.J. GATE VALVE 77.71 i WATER w' � #' ;s i ..� LINE : t 6" MIN. 2500 P.S.I. CONCRETE 2'x 2' BEA RING AREA. THRUST BLOC. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA TYPICAL GATE VALVE NTS FIG. \/V - 5 TD - 8 C GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFIL STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN CO,'MPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. BEDDING 8 STONE FOUNDATION IN POOR SOIL UNDER - CUT CONDITION UNSTABLE solL� NOTE INITIAL BACKFIL -IRANULAR FILL AS APPROVED BY ACSA ON 4 IV IN PJIN tt SIN #68 STONE STABLE SOIL OR ROC!? 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF TI--iE WATER LINES. 2. NO ROCKS LARGER THAN 6° IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 2500 P.S.I. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 3'8' 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 10' MIN. L DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD- 2 METER SIZE DIMENSION DIMENSION DIMENSION AND AT VALVES. A B C 2500 P.S.I. CONCRETE. 5'0„ 2 3 -i -7--T 5,0„' 3'8' 3" 5' M'lIN. 1 10' MIN. L 6' MIN. 4° MIN' 1 12' MIN_ THRUST BLOCKS. GREA-HEP, 44" MIN. THAN 4" PROPOSALS WILL BE SUBMITTED. B TYPICAL METER VAULT N.T,S. r=IG. 'dV - 7A .TD - 1 SIDE VIEW 1,75" DIAMETER DRILLED LIOU FOR (OUCH READ UNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATc N X T SECTION 1 -I 4 fYi 2 L 45 ° max PLUG �f 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO . ;� v.;., ACCOMNIODATE ANCHOR IF REQUIRED. NCL AS NI.;;'. �\IY SECTION 2 - 2 ........... ...� ...... .__F....... ....................................... ...................................._.................. _..... PIPE I DEGREE BEND DIMENSIONS VOL. TE AND PLUGS VOL. SIZE IOF (FEET) CU.YD. (FEET) CU.YD. BEND .........._...................................................... .......................... L L H T L�1........... .� 1 90 2.50 € 2.50 3.01 0.24 r;' ; 2.00: 2.25 i 2.60 0,15 I 22 1/2 € 1S0 2.00 2.52 0.10 2,00 I 2.25 2.50 I 0.15 - 1 1 1/ 4 1 1 .5 0 2.0 0 2.5 0 0.10 - -._. _._ ---__I._ _...- _.. m E 3.66 € 3.16 3.21 0.48 I I 45 € 2.66 1 2.66 2.7 7 0.?_6-~ 8 f 22 1/2 66 i 2.16 2.69 0.13 3.16 i Z.91 2.66 I 0.32 11 1/4 I i.66 I 2.1b 2.67 0.13 90 j 4.83 [ 3.83 3.42 0.83 10' & 12'€ 45 I 3.33 € 3.58 2.95 0.4.3 3.83 4.00: 1.83 0.52_ I 22 1/2 ( 2.33 2.58 2..86 0.24 11 1/4 .83 I i 2.33. 2.84 0.18 ............................................................:........................:.........................i...........................................................................-........................i........................ I............................ 1. -THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHA SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 4' 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE -1-0 THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. 4• 44" MIN. CONCRETE THRUST BLOCKS NTS FIG. W 3 TD --3 TD-15 2 1/2" THREADED SIAMESE CONNECTION FOR FIRE DEPARTMENT (THREADS TO BE CONSISTENT WITH LOCAL FIRE DEPT. STANDARDS 2'W x 2'L x 0.3' H SEAMLESS COVER SLEEVE CONCRETE COLLAR -- IDENTIFICATION PLATE .3° 2.5' FROM 3/4" THREAD -O -LET ON FINAL GRADE STEEL PIPE WITH 3/4" TO OUTLET AUTOMATIC BALL DRIP ENCASED IN STONE STANDARD CONCRETE 7t t` 2'x2'x2' VDOT STD 57 THRUST BLOCK r.,:4'."" # STONE WRAPPED IN FILTER FABRIC *NOTE: PIPING TO BE DIP, SIZE AND CLASS 52. DIP PIPING TO BE RESTRAINED JOINT. SIAMESE CONNECTOR DETAIL No Scale NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270`) 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN �'T° °' •' 6" GATE ®° y VALVE iP d spa. e o> d a8" X 6„ TEEP O o 4- 2500 P.S.I. CONCRETE a ti. tea. v. d.�-e , BASE AND THRUST ; ¢:' ®�d 9 jd da BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 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 l of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT 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 construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8, Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Part 1926), WATER MAI VARIES Ktt) INAINtLJ JUIN I 1-11 IINUi IRA=T�r TO METER BOX (SEE FIG. W -6A THRU W -7E). _ 1 "...._.-._...-_.2" COPPER RIES 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 LINE NTS FIG. W -6C TD -12 M E 0 N O NVi E LU E Q ~ � a w o 10 LU ra a J U 0o LU J - ui N W p N � Ce (!)_ �N F- Q �Ln O N � M C) H Z O a U V) W Z O H > W LU F- 0 DATE 11121116 DRAWN BY J. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED 0 C ai 0 v v 0 O w U) 0 a 0 0 Wry � Q � 0 = LU CU CO � J M U0Q 0 o O 0 LO zUJI c `, o O -0� CO c� 0 CL0 -22 o � c E o c ' n o 1D 0 U Q zN 0CL m X o�5 o o ' CL a� U - U 5 X� a) U L U) 0 � U 0 o E v � 0 v� JOB NO. 0 o r p �J 1 4C7, 024 L N o SHEET N0. ro " � o � E a a 9 r�,.,,Jl •/ II l� d Q. d 6" MIN. f " - 17.5" ----+►••I 4 4' 4. 4 A A 4• 44" MIN. 6" MIN. 36" 4 •4 4 0 18' MIN. d A 17.5"-� a' a A e QA 37" MIN. 12" MIN. WINGNUT LOCKING ASSEMBLY a. BYPASS 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 1 /2" METER NTS FIG. W-713 TD-15 2 1/2" THREADED SIAMESE CONNECTION FOR FIRE DEPARTMENT (THREADS TO BE CONSISTENT WITH LOCAL FIRE DEPT. STANDARDS 2'W x 2'L x 0.3' H SEAMLESS COVER SLEEVE CONCRETE COLLAR -- IDENTIFICATION PLATE .3° 2.5' FROM 3/4" THREAD -O -LET ON FINAL GRADE STEEL PIPE WITH 3/4" TO OUTLET AUTOMATIC BALL DRIP ENCASED IN STONE STANDARD CONCRETE 7t t` 2'x2'x2' VDOT STD 57 THRUST BLOCK r.,:4'."" # STONE WRAPPED IN FILTER FABRIC *NOTE: PIPING TO BE DIP, SIZE AND CLASS 52. DIP PIPING TO BE RESTRAINED JOINT. SIAMESE CONNECTOR DETAIL No Scale NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270`) 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN �'T° °' •' 6" GATE ®° y VALVE iP d spa. e o> d a8" X 6„ TEEP O o 4- 2500 P.S.I. CONCRETE a ti. tea. v. d.�-e , BASE AND THRUST ; ¢:' ®�d 9 jd da BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 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 l of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT 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 construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8, Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Part 1926), WATER MAI VARIES Ktt) INAINtLJ JUIN I 1-11 IINUi IRA=T�r TO METER BOX (SEE FIG. W -6A THRU W -7E). _ 1 "...._.-._...-_.2" COPPER RIES 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 LINE NTS FIG. W -6C TD -12 M E 0 N O NVi E LU E Q ~ � a w o 10 LU ra a J U 0o LU J - ui N W p N � Ce (!)_ �N F- Q �Ln O N � M C) H Z O a U V) W Z O H > W LU F- 0 DATE 11121116 DRAWN BY J. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED 0 C ai 0 v v 0 O w U) 0 a 0 0 Wry � Q � 0 = LU CU CO � J M U0Q 0 o O 0 LO zUJI c `, o O -0� CO c� 0 CL0 -22 o � c E o c ' n o 1D 0 U Q zN 0CL m X o�5 o o ' CL a� U - U 5 X� a) U L U) 0 � U 0 o E v � 0 v� JOB NO. 0 o r p �J 1 4C7, 024 L N o SHEET N0. ro " � o � E a a 9 r�,.,,Jl •/ II l� d Q. d 6" MIN. f " - 17.5" ----+►••I 4 4' 4. 4 A TD-15 2 1/2" THREADED SIAMESE CONNECTION FOR FIRE DEPARTMENT (THREADS TO BE CONSISTENT WITH LOCAL FIRE DEPT. STANDARDS 2'W x 2'L x 0.3' H SEAMLESS COVER SLEEVE CONCRETE COLLAR -- IDENTIFICATION PLATE .3° 2.5' FROM 3/4" THREAD -O -LET ON FINAL GRADE STEEL PIPE WITH 3/4" TO OUTLET AUTOMATIC BALL DRIP ENCASED IN STONE STANDARD CONCRETE 7t t` 2'x2'x2' VDOT STD 57 THRUST BLOCK r.,:4'."" # STONE WRAPPED IN FILTER FABRIC *NOTE: PIPING TO BE DIP, SIZE AND CLASS 52. DIP PIPING TO BE RESTRAINED JOINT. SIAMESE CONNECTOR DETAIL No Scale NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270`) 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN �'T° °' •' 6" GATE ®° y VALVE iP d spa. e o> d a8" X 6„ TEEP O o 4- 2500 P.S.I. CONCRETE a ti. tea. v. d.�-e , BASE AND THRUST ; ¢:' ®�d 9 jd da BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 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 l of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT 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 construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8, Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Part 1926), WATER MAI VARIES Ktt) INAINtLJ JUIN I 1-11 IINUi IRA=T�r TO METER BOX (SEE FIG. W -6A THRU W -7E). _ 1 "...._.-._...-_.2" COPPER RIES 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 LINE NTS FIG. W -6C TD -12 M E 0 N O NVi E LU E Q ~ � a w o 10 LU ra a J U 0o LU J - ui N W p N � Ce (!)_ �N F- Q �Ln O N � M C) H Z O a U V) W Z O H > W LU F- 0 DATE 11121116 DRAWN BY J. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED 0 C ai 0 v v 0 O w U) 0 a 0 0 Wry � Q � 0 = LU CU CO � J M U0Q 0 o O 0 LO zUJI c `, o O -0� CO c� 0 CL0 -22 o � c E o c ' n o 1D 0 U Q zN 0CL m X o�5 o o ' CL a� U - U 5 X� a) U L U) 0 � U 0 o E v � 0 v� JOB NO. 0 o r p �J 1 4C7, 024 L N o SHEET N0. ro " � o � E I as 0 Q U) Z 0 Z> O CU 0 0 L) 2 U) 22 0- x — a) o :E 0 2 > U) X L. 0 V) 0 O 0 O CU 0 CU cn r- 0 I m 0 ry O CO (D 0 2 -; 02 co E —c) -0C: C a) cu 0 ry Z 0 75; x a) O O co x a Q) 0 L. cu O Q) E O Cm 0 00 00 M M O ry L 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 6.31 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY RT 250 TO THE SOUTH, COMMERCIAL PROPERTY TO THE WEST AND EAST, AND RT 20 TO THE NORTH. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY BEING USED AS AN EARTHWORK BORROW AREA, WITH A COUNTY APPROVED E&S PLAN. OFF-SITE AREAS NO OFF-SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CRITICAL EROSION AREAS NO CRITICAL 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 A DRY POND. 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. 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. MANAGEMENT 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 PERIMETER 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 NON -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 THAN 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 OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.1) 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. ROUGH GRADE PROJECT AREA. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.2) 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 TRAP HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE SEDIMENT TRAP, 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 TRAPS 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. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND (MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00PM. 15, BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET, STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22, PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-2078) MINIMUM STANDARDS: 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 SE 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 FE AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE MA PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIIDERED 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 CT TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BEMADE 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. F FL W DRAINA E AREAS GREATER B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED O O FROM GTHAN 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 -10. 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 -12. 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.pC. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVEDSEDIMENT 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 -19. 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. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WIILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN, ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHIER 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 AUTHORITY FOR REVIEW AND ACCEPTANCE. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTRIOL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT, MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" hNTING DATES SPECIES RATE (LBS./ACRE) PT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALS) B16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) Y1 -AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) ./ 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -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. GRAVEL .B IRLET D R MGM�1�•,a / r GRAVEL FILTER 12" RUNOFF WATER -- WIRE MESH DRAINAGE TO `"- *MUST EXTEND FULL WIDTH OF ` FILTERED WATER SEDIMENT INGRESS AND EGRESS OPERATION r�f:l IT SEDIMENT II - CONCRETE _ GUTTER - " 12CURB INLET 12" GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT IP CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO 3.07- 6 CE CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 0 UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAME -- GRATE FRAME MAX. - - l TRAPPING DEVICE o3" MIN MIN. FILTER CLOTH SECTION A -A U-7 REINFORCED CONCRETE -DRAIN SPACE STONE CONSTRUCTION ENTRANCE No Scale nnnnnnnrr_n cnn RED TOP GRASS 2 LBS. AUGUST 16TH THROUGH OCTOBER .....................I......... AN 70' MIN. 5:1 EXISTING A 3' PAVEMENT FILTER 6"M A MO UNTABLE BERM CLOTH (OPTIONAL) EXISTING GROUND SIDE ELEVATION ��-� MIN. 70' MIN. DD E) 4.5' MIN. CWD WASH RACK ! f Br1l 10' MIN. �� ,--� EXCESS (OPTIONAL) 11 N°EXISTING 12' MIN. MIN. PAVEMENT ....................... VDOT #1 COARSE AGGREGATE B I POSITIVE �10' MIN. RUNOFF WATER -- WIRE MESH DRAINAGE TO `"- *MUST EXTEND FULL WIDTH OF ` FILTERED WATER SEDIMENT INGRESS AND EGRESS OPERATION r�f:l IT SEDIMENT II - CONCRETE _ GUTTER - " 12CURB INLET 12" GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT IP CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO 3.07- 6 CE CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 0 UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAME -- GRATE FRAME MAX. - - l TRAPPING DEVICE o3" MIN MIN. FILTER CLOTH SECTION A -A U-7 REINFORCED CONCRETE -DRAIN SPACE STONE CONSTRUCTION ENTRANCE No Scale nnnnnnnrr_n cnn RED TOP GRASS 2 LBS. AUGUST 16TH THROUGH OCTOBER .....................I......... AN N- 1111 11 1111 i i Biu 1 111111 i -mini Iiil t�ii SEASONAL NURSE CROP " 20 LBS. 3' CROWNVETCH *" 20 LBS. ��-� MIN. GATHER DD E) 4.5' MIN. CWD 150 LBS. �� ,--� EXCESS AT * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES U -1U CORNERS TEMPORARY DIVERSION DIKE AS STATED BELOW: PERSPECTIVE VIEWS No Scale FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE MAY IST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET STAKE NU Al RYE 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE FABRIC ALONG THE LINE OF STAKES. ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF 11111 MIN. 6' FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALLS' OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED �1 DETAIL A�� MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE FLOW/ 4„ ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ELEVATION OF STAKE AND FABRIC ORIENTATION I I, SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. SPECIFIC APPLICATION 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5m.) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE S 3.32 IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07-1 CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. - Jill N FOR PIEDMONT AREA STORM DRAIN INLET PROTECTION �''� PERMANENT SEEDING MIX O FLC No Scale No Scale pl 70' MIN. 5:1 EXISTING A 3' PAVEMENT FILTER 6" M A MOUNTABLE BERM CLOTH (OPTIONAL) EXISTING GROUND SIDE ELEVATION I 70' MIN. I WASHRACK A 10' MIN. B OPTIONAL) 12MIN. i MIN v.. _ .... .......... ...._- -- ............... 3 VDOT #1 COARSE AGGREGATE B I POSITIVE I IO' MIN. MUST EXTEND FULL WIDTH OF DRAINAGE TO I INGRESS AND EGRESS OPERATION SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN, 'MIN. - 'MIN. FILTER CLOTH SECTION A -A 6'-7" rr CE REINFORCED CONCRETE IN SPACE SECTION B -B STONE CONSTRUCTION ENTRANCE No Scale SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. EXISTING DRAINAGEWAY INSTALLATION PAVEMENT SF (FRONT ELEVATION) 3.05-2 SILT FENCE (W/O WIRE SUPPORT) No Scale CD 3.20 ROCK CHECK DAM No Scale m E O N O N � > E Lu 6.9 W V � � °CLL o Lu L ry°�M J V 00 W J -Ln M > Q N In Lu N ::1x OLn< L- � U-) _ N 2 V > Ln Q C: L0 rn O N CL M 00 � H z O a~. U U) Lu z O v7 Lu DATE 11/21/16 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTE® 6 '! C)v < (D '-- 0 o 00 0 Lf) CL C T o 0 O0 0 .Q W � Quj � Cfl � 0 ` u- O o 0 o s 00� 3C ® �( o CO U z v0 j._q :5 0 2E I- o Lu E o � c � 0 a. U 0 O � 0 o Z U) Z U) O0 � 5 m v 0 O Q� Q) o 0_ o 7 u � UC 0 0 L E � 0 0 � v 0 � o E � U � 0� �v JOB NO. o c U .0 5148.024 MU) U)_ C0 SHEET NO. M 0 C.3.0 r - 0 0 Cl) Z 0 n o Z) 0 Z 0 0- x (3) j) 0 O C6 U O to Q) OE TIE TO EXISTING MAIN WITH TAPPING SLEEVE AND VALVE 1 - - -------- — -- - ----- ----- - =min WIPE CURB DOWN TO BE FLUSH OVER 5' (3) RETAINING WALLS Jim l MmIlm (q) R DUMPSTER PAD WITH ENCLOSURE F-111111111 II 0 0 NAD 83 SCALE 1"=30' 0 30' 60' 3 00 0) U Q'C-RAft,J--V,4 J, KOTARSKI, Lic. No. 0*402'048507X14 N "i l I���� m E 00 0) U N "i 0 E ui-.E 4-� m: = Lu u < LL. 0 LLJ LLI 00 Lri 3: 0 U-) Lq < Ln c U) Lu 0 4� V) a) z 0 CO -j C) Lu Lr) �0 F- > Lu ui 0 0 . . ui . uj V Ili z Q 0 R V) 42 W, F"4 d4o rop DATE 11121116 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED O 0 o o 0 CL o�_ U-) L.0 0 UJI 1 I� <11 Lu uQ uJ 2 0 0 o :D oo o 2 u cD d- z < 0 0 E 0- 0 0 ry (D Z 0 2 CL x o0 0 2 2! X a) 0 0 O 0 E 0 JOB NO. '5148-024 SHEET NO. C4.0 m :D 0 II ry U) z ai 0 0 C:: va 2- 0 CL cn 0 t5 0 O 0 O 0 E Q) _0 U) (D E I L ZJ 4 232: 15" Basin - Circu STA I TOI INV OUT 396 15+00 16+00 22-STR200 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 12+00 13+00 14+00 14+50 STR232 - STR206 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 17+00 9+50 10+00 11+00 11+50 STR236 - STR206 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 18+00 19+00 20+00 20+50 9+50 10+00 11+00 11+50 STR224 - STR202 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 12+00 12+50 STR240 - STR208 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 5 0 50 PROFILE SCALE 45 No. 04,02048507 LO r-11 ZD 0 (D Z) 0 r) Lu Lu V z 0 ul) 0 1= z 0 U V) Lu D z 0 LLJ w Is DATE 11121116 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED Q � Z3 12 O0 uj c.r_l Lu Lu V u— u- 0 0 00 U "z " z NJ- Q)0 f 5; 02 0- 0 :D 0 0 Q Z 0 73 0- x Q) o 2 0-0) 5 0 0 0 0 -0 -.0 Q) 30B NO. 0 -0 '5148.024 co N SHEET NO. C7, 0 co cu L O 13, iE N O T 00 (o O N c 0 m 0 n -o z Q J W LL Q U U) 0 Z Q J 0 _J 00 D J J N O st 0 PLANT KEY TREES BOTANICAL NAME AME GRA AMELANCHIER X GRAN DIFLORAAUTUMN BRILLIANCE' BET NIG BETULA NIG RA'DURAHEAT' COR FLO CORNUS FLORIDA 'CHEROKEE PRINCESS' JUN VIR JUNIPERUS VIRGINIANA MAG VIR MAGNOLIA VIRGINIANA'AUSTRALIS' QOU NUT QUERCUS NUTTALLII QUEPHE QUERCUS PHELLOS ULM PAR ULMUS PARVIFOLIA'ALLEE' SHRUBS BOTANICAL NAME BUX GRE BUXUS X 'GREEN VELVET' ILE HOO ILEX CRENATA'HOOGENDOORN' ILE JIM ILEX VERTICILLATA'JIM DANDY ILE RED ILEX VERTICILLATA'RED SPRITE' ITE LIT ITEA VIRGINICALITTLE HENRY' TM PEN CAS PENNISETUM ALOPECUROI DES 'CASSIAN'S CHOICE' GROUND COVERS BOTANICAL NAME HEU AME HEUCHERA X'AMETHYST MIST' JUN CON JUNIPERUS CONFERTA'BLUE PACIFIC' JUN HOB JUNIPERUS HORIZONTALIS 'BLUE CHIP' LIR VAR LIRIOPE MUSCARI 'VARIEGATA' SAL XAL SALVIA XALAPENSIS 'MAYNIGHT' NAD 83 SCALE V=20' 0 20' 40' I—TH O� r� CNK W. H�DCIII � . 14 11/21/16 ►:� PE ARS LoE N p N U m V] N C > E W �E d Lu u 0, U. aoQ� wUJm� a��?� zoCc 03 �x oU�� �� a� ca zs o 7 N 0 d ma 00 c:) O J Quj z O a U Lu z O c w 0 v w n, 0 w cY DATE 8/22/16 DRAWN BY B, DAVIS DESIGNED BY B. DAVIS CHECKED BY F. HANCOCK SCALE AS NOTED Q v Qn Os 0 0 W c W mLIJ UQ� � LL U� 0 re 00 o o� d' " z �o :2 2 No:E E O cu C ' n n Oa Z � O N G Q 2i X � N y-- O n N O O � N C U X c: O O O U s � N iA (� O O � U L E U � n c� g �U JOB NO. n ca 174 V R u , 51 s 024 C SHEET NO. n L1,® ) n cll Q 0 ry 0 co Z 0 E CL 0 D U C) (D U) 0 7; 7; x (D (D 0 >, -:5 V— 0 (D 0— CU 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, PLANTLIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INS'TALLATION • 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. 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR( AND OUTSIDE OF I SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE ON PLAN" SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAP _ I 3 X ROOTBALL I _ 'I DIAMETER MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PLAN VIEW: 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 EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT NOT TO SCALE :W C112AROOT BALL G UGEE GALVANIZED WIRE �— 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8'2"x2" HARDWOOD STAKE, Z-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 NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PLANT SCHEDULE TREES QTY BOTANICAL NAME / COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS AME GRA 20 AMELANCHIER X GRAND IFLORA 'AUTUMN BRILLIANCE'/ AUTUMN BRILLIANCE SERVICEBERRY 8'-10' HT. B&B MULTI -STEM BET NIG 17 BETULA NIGRA 'DURAHEAT' / RIVER BIRCH 8'-10' HT. B&B 3-5 STEM ONLY COR FLO 3 CORNUS FLORIDA'CHEROKEE PRINCESS'/ CHEROKEE PRINCESS DOGWOOD 8'-10' HT. B&B PERIMETER D JUN VIR 21 JUNIPERUS VIRGINIANA / EASTERN RED CEDAR 7'-8' HT. B&B FULL TO THE GROUND MAG VIR 15 MAGNOLIA VIRGIN IANA 'AUSTRALIS' / SWEET BAY 7'-8' HT. B&B QOU NUT 22 QUERCUS NUTTALLII / NUTTALL OAK 2.5" CAL B&B QUE PHE 7 QUERCUS PHELLOS / WILLOW OAK 2.5" CAL B&B ULM PAR 12 ULMUS PARVIFOLIA 'ALLEE' / ALLEE LACEBARK ELM 2.5" CAL. B&B SHRUBS QTY BOTANICAL NAME / COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS BUX GRE 97 BUXUS X 'GREEN VELVET'/ BOXWOOD 24" HT/SPRD CONTAINER 36" O.C. ILE HOO 213 ILEX CRENATA'HOOGENDOORN' / HOOGENDOORN JAPANESE HOLLY 24" HT/SPRD CONTAINER 30" O.C. ILE JIM 12 ILEX VERTICILLATA 'JIM DANDY'/ JIM DANDY WINTERBERRY 24" HT/SPRD CONTAINER 48" O.C. ILE RED 67 ILEX VERTICILLATA 'RED SPRITE'/ RED SPRITE WINTERBERRY 24" HT/SPRD CONTAINER 48" O.C. ITE LIT 154 ITEA VIRGINICA'LITTLE HENRY' TM /VIRGINIA SWEETSPIRE 24" HT/SPRD CONTAINER 30" O.C. PEN CAS 385 PENNISETUM ALO PECUROI DES 'CASS]AN'S CHOICE'/ CASSIAN FOUNTAIN GRASS 24" HT/SPRD CONTAINER 18" OC. GROUND COVERS QTY BOTANICAL NAME / COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING HEU AME 144 HEUCHERA X 'AMETHYST MIST'/ CORAL BELLS 1 GAL CONTAINER 18" O.C. JUN CON 421 JUNIPERUS CONFERTA'BLUE PACIFIC'/ BLUE PACIFIC JUNIPER 1 GAL CONTAINER 18" O.C. JUN HOB 644 JUNIPERUS HORIZONTALIS 'BLUE CHIP'/ BLUE CHIP JUNIPER 1 GAL CONTAINER 12" OC LIR VAR 35 LIRIOPE MUSCARI 'VARIEGATA' / VARIEGATED LILY TURF 1 GAL CONTAINER 24" O.C. SAL XAL 160 SALVIA XALAPENSIS 'MAYNIGHT' / SALVIA MAYNIGHT 1 GAL CONTAINER 18" O.C. YARD LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED PERIMETER A 481 LF 1 LG TREE/40' 481'/ 40'= 12 1 = 12 12 LG TREES 12 LG TREES PERIMETER B 69 LF 1 LG TREE/40' 69'/ 40'= 1.7 * 1 = 2 2 LG TREES 2 LG TREES PERIMETER C 111 LF 1 LG TREE/40' 1117 40'= 2.7 * 1 = 3 3 LG TREES 3 LG TREES PERIMETER D 138 LF 1 LG TREE/40' 1387 40'= 3.4 * 1 = 4 4 LG TREES 5 LG TREES INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS REQUIREMENT NO. OF PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1 TREE /10 PARKING SPACES 181 SPACES 181/10 = 18.1 18 TREES 19 TREES INTERIOR ROAD LANDSCAPING REQUIREMENTS YARD LENGTH REQUIREMENT CALCULATIONS REQUIRED PROVIDED INTERIOR 376 LF (2 SIDES) 1 LG TREE/40' 376*2/40 = 19 19 LG TREES 19 LG TREES ROAD A INTERSPERSED 7 LG TREES + INTERSPERSTED 7 LG TREES ENTRANCE CORRIDOR FRONTAGE LANDSCAPE REQUIREMENTS YARD LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE/35' & ENTRANCE INTERSPERSED 7 LG TREES + INTERSPERSTED 7 LG TREES 228 LF 2287 40'= 6.5 * 1 = 6.5 FLOWERING ORNAMENTAL CORRIDOR A FLOWERING ORNAMENTAL 8 FLOWERING ORNAMENTAL TREES TREES TREES INSTALL SHRUBS SO THAT TH- TOP OF THE ROOTBALL IS A 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 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 COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL -SII ilk I 3 X ROOTBALL I _ �'I DIAMETER f� EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE, ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 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 OF WANK W. H`�C III z Wo'. 14H� 11/21/16 w 'PE ARS Ln N p N U ro 6 N � E wE m:0 E 3 Q W U p U 0C Lu ry U. aO`)o Lu U o C) a F- u? z IL �ce >X p U 3: u - C) ul CLul o Q) o -a o 5r� o �r m o _100 C) -1 C) w U) O _ (D Z) O H 0 w > w V Q z O > Z) O • i• Z O z O a U W 0 z O 0 H Lu W �C 0 W CL. 0 W 8/22/16 DRAWN BY B. DAVIS DESIGNED BY B. DAVIS CHECKED BY F, HANCOCK SCALE AS NOTED 0 0 U o i U 0 o Ln ID ID 0 0 I—I � 2 a� 0 W c W uj Q LL o 0 © 0 iJ z (� UJ 00 00 O �� ° c7 U a��)z z 00 U 27.N ° a� E2 O Li � m z� ' , � o D c Q z� O 2 x 17mm o 0 o 0 07 U 5 X o o .5 E � CYS 0 0 � U r L 0 0 E- U � o b m � JOB NO. o '5148.024 L � o SHEET NO. " 0 U) a) �E View #1 Pkansim seaise r. 1" W 150ft Q E C) O M U N 6 N c: Q O > E E uj ~ V N 15 W U.1 0 i Qa J U CO W J —� H � p m N (D W N z te 'dam- �OU: -:),Q cc u- nQ U-) _ N = V U) Q - c u' O a' CO J O w z O a U w 0 z O LU LU Q DATE 11/21/16 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED i m J J 0 JOB NO. 5148.0:4 SHEET NO, E1. a 0 m 0 C: 0 0 Co 0 CID Z n 0 ry 1-- Lij 0 1-- 0 ri) ED 04 (Z� 00 Cl) 0 0� L I . ...... ........ . ............... . .............. ........... .......... ... KAX2LED P2 40K R4 MV KAX2LED P2 40K R4 MVOLT SPfi KAX LED Size 2 KA)��D KAX LED Size 2 - 40K R3 MVOLT SPA m, t Top Tenon, Mounting Slipfitter KAX LED S'ze 2 liai.)�tl?48 _f Pole LED Area Luminaire LED Area Luminaire LED Area Luminaire @ --------------- 11 3 A7,25-190 025-21�0 ASM -2%I MT25-320 AS R5-390 AST25-490 f am&, 5SA Rim Dopm 4! AS'35-190 AS135-2V AST35-250 ASBS-120 AST35-3liO A5T?,S 490 C MOHMW " (T (2 rLrO C2 introduction Introduction This fe�zlti re -rich lurninaire efriloo the hi- _4� Introduction G ghest, -die a h:gi Eis� his feature -rich luminaire Eirnbodies the hiqfles� Specifications level of functionality, af id with field-rutatabip opt Specifications Thk, feritilre-rich luminaine embo a th n t Specifications le -vel of functionality, and with field-rutatable op ics leval of functionality, and with field-rotAtable, optics ............... ... . ......... and optional tilt, light car.. be placed exactiy,,,,,he,,e "in, -.0- - - ........... EM L4,11 .1, )a W, vr__�, -, - - � - -1 ........... . .. To fife,_,rrplet rlh6rnrn"tr� mpoi-ts or dizimitoad,les for thir, prod�ict, visit Uthcirlia L; riting2s arid optional tilt, ligi-it can be placed exactly -Y,41 EPA- -,e placed riixactly Miere andoptional tilt light can L W W ineeded. The oplics are specifically designed Length. it's The optics are specifically designed 34" W needed, The optics are specifically esigned ..... ..... Length-. ---- ------------ Ithe MA to maximize he light ir desired area arid are to the light in the and are to ma'ni;ze the light in The desired area and are artioularly f�sefcfi in small to mediumn sized parking p particularly useful in to medium, sized parking particularly usefilil in small to mediurn sized oaf -king Height: Lots levels such as ---------------------- .............. L iots requiring higher illurniance esuch as, Height, Height .. . ......... . ........... �_. I I .. . ........ ----------- ots requirma hicher illurninance le 15 such as banks, service stations Weight 41 lbS nialls H It. I .................... weight 4s I b 41 ibr, service stations, Weight it reaunsbanks,sen,,ice stali ns, trir In (max), 8 ............ 0 5 3 ails .......... .......... ........... and even autornotive dealer3hilos- By proiding f- itarid even aaomoti.ve dealerships, By provid' and even automotive dealerships, By pro the maximun-i amount of light at ryliniai cost, the the i-naximum amoUnt of light at minimal cost, the the maximurn an-iount of light at minifinal cost, the KAX2 is the perfect choice for new installations or . .... ... KAX2 is the perfect choice for new or . .. .... KAX2 is the perfect choice r new installations o.- vispkicing tip to MH. kS R4 M HS s replacing up 1009N MH, retro t n s ta I at i o ri, .. ........ . ..... ............... ... . ..... ............... ............ .................... ................ EXAMPLE, KAX2 LED P2 40K R3 MVOLT SPA, DDBXD 9 40K R3 MVOLT SPA DDBXD KAX2 LED P2 40K R3 MVOLT SPA DDBXD EXAMPLE. EXAMPLE. KAX2 LED F2 ........................... ................. ............... M 4 KAX2 LE A R AP2::� 40K MVOLT,: R3, :SP if.......... . . . ......... I . Lumen Output iIll� Type 3 P, 311if),01 r, R3 SiMadrid P2 R4 Tp 4 120, SPA st; ilf� pl� frill niq P4 SPA R5 Types RTA 5fy 5�yj`ll A VAA wilt; KMA 27 341 49D ---- ----- ----- --- . ... ...... ... . . ..... 00 0DBXD:::1 us� . . ..... . ....... . . ..... . . ... .. t....... .. . . ... .. Lumen Ambient TemperaWre Electrical Load PER lit, I N, (LAT) Multipliers pip, i- ftla wier, fftiw, a 1 N q T, t -d P�, V aaPIP, Itu F'S DH PIRIKA., inDIM XD Ii d itfAO f.V,.J W; "Kep: Projected LED Lumen Maintenance FAO F6J, .. ........ T- - ---- Controls & Shields nControls & Shields i I M f ny 11111, kll�l f. I 21 � Is ks� of 0on l2 n4 0 sIR�. FAA LiM, PR I N,� 4&, K, 95 P AT.b il;,n t R Ell P� t 11 1 b ei'd soio; 27, 2,47V t240, ................ ........... . ....... ............... ............. ......................................... .......... ............... .......................... ............ ...... ........ ............. ............... ................. .... .. . .................................. ........... .............. ................... ........... ............. .................. .......... fA D 201'. .2c' 6 A-,fty R, Ail FA KAX2LED P2 40K R4 MVOLT SPfi KAX LED Size 2 OL%NXI LED 13W 40K DDS OLWX1 LED LED Area Luminaire TRIPLE @ 120 LED Wall Luminaire LITE -ON GROUP Ca�alcg No. LiTE-ON GROUP C3 T �7 VV2 Eseta I LED Wall Sconce Esetall LED Wall Sconce facts ------------ ------- - ---- ------ ---- - -------- --------- - - - ------------------- Introduction ES ES This feature -rich lurninaire embodies thehighest ........... ............... ............. .............. ........................ . ............. ............ ................... ....................... ... ....... . .. Specifications level or fur ct;oality, andith aboptics Introduction k-, versatile as it, is efficient, the 0:.V0X1 is designed arid op6onal tilt, fight can be placed exactly where Luminaire Data Luminaire Specifications --- ------- - o replace, up to metal halide while saving W Length: optics are specifically F Specifications Weight 9,9 Ibs [4.5 kg] Housing Electrical Photometry r 87% in enercly costs. It mmultiple to axirnize light in the desired area nd. are Die aluminum housing -with back Powu supply featur" a power fixtor artby Skg1l in mounting option-, with'i-helatest ceneration f 1,G lbs [6,5 th EM, IAS options Width� particularly useful in to rnedium sized parking mounting plate arid outdoof rate cable, Back r -f .90 an(,,' <20% Total certiNed independent testing LED53 for a pack lrril,- aire that. to a L ------- - ----------- atu e (THD). or eixceiids FCC CFR Part 15, with IES U - 79 testing procedure�. -6 levels such Includes novii,,! hanging fe� s s Height lots requiring as to aflow one-person inst 'on. Kri ANSI C'S whole lot more. Whether you are mounting it to a allat ockout on voltage 2.41 Cat, Weight 41 ibs re banks, service stat trip nialls the top and bottem of tie hou5ing A� �lirge protectaris 1p.qed per ANSY Lumen Maintenance ed j; box, condun/thi ough wiring, s 7' recess iEE-: C62,45 Procedures Itlaed on ANSI/lEEE and even automotie By providing, Conduit entry, Electrcal coropnents are (max). ................ light, as a down light, or as a,flood light - the an up M-Z%.WnTeh Weight, acce.5.5ad behind gaSkeed C62,41,2 definifmit5 for optional the rnaximuin amount cost, the . ..... 00AM.1 has you covered, orms for Location Cawgon/ fth. avef Flush or backbox mount KAX,2 is the perfect hcfor new oLight Eirriltbrig Diodes oreplacing up to I WeN MIT white LEDs are tested In Finish OLWXI LED 20W 50K ....................... - - - - - - -------------- - accordance witin IES 1-M-80 prcicedures� alid abrasion esnEXAMPLE. EXAMPLE: KAX2 LED P2 40K R3 MVOLT SPA DDBXD Warm White (3000K), Neutal White (4000K) and coat, Fini,,h tested to 00( ) wO mi n4n70 CRI are wfthStand 5000 hours in sal Spray Coo! WINte (50 expoSure SPA LEDs are 100% mercury and lead fr"-, per ASTNIBI17, Finish Eld 5000 hours iqV ......... .... ..... . a per ASTM G154 ano meets ASTM D523 lminaire. -n senSor and I . I I ......... Optical Systems OLWXI "ED IiAX2 LED Shipped indeded The Creates a low P2 40h P4 fyrd� .1 SPA sillafe ple sciurre to reduce, , glarelth prebtle Ustings/Ratings/Labels PE 347 95 Type - i0g, RPA ple Wide or Forward Thrclw Lens caver are W. listed for us.e In wet iorations _2401 remergency fighting, if) the United 51tate5 arid 277, MIA Lminialre producalS,3% oalAfriblent temperature, Is -40'C 347 above 90' (BUG Rahng, U�0). to 40'C with, no Installed, Ertim - - ----- fixturii, an IP66 rahng, NOTES C 300 .000K arid 50TjK quaiifled onso OK, 4 . ...... product. Asu=,rribled in the United States. . . ....... .... ...... ... Ordering Information o, EISI _)4H VV BK 700 �M Performance Data yk Sire I . . .................. ............. .. . ....... . ...... I All fa��tory po� IES flie& Or xD V ..... . ... ..... .......... .. ....... . . ..... .............. ...... .. ..... .. .... Color e 170 j1h WDISulibubon . . ........... . rw wo e...... . . ... ...... . . .... ...... ...... No., of LEW� Dr ve LEDs I,Erq re em Delle cacy::; FEATURES & SPECIFICATIONS ........... .......... live" L , , & T W Vilide OK Nac� 350 �50mA PC Photo Comm: t Esi 24H MV 12,0-277V WW ype nren .......... ..... ............ .. 347�40V DB Dark 1 530 530niA MSL24 Motion Sentior, L2 Leos 48H HV NW 4000K FT Forward 350 30 3205 109 28 3146) Ili 2 CW 5000K 700 70jmA MS& lvlOt�!on Sensor, 13 Lens, .......... ........................... .......... .................. te24H 5m 4690 1 43 4604 �1 oa .......... ... 3OWK .......... Gy f�ray EM5 56 5641 101 53 700 ..................... ............. . ... .......... ..... WH White, Se 48H 530 83 81126 Tool ................. FSiR100 Con ................ CONSTRuct ro?4 Controls & Shields i ............ .................. .......... 2 9 3301 30 7 350 1 WARPANTY 24H a 44 4541 43 454� 105 Pal? ............ ... ...... . 4 her4W09 . .. . .. .. . ... ... ..... ... .... ... OPTICS 700 59 77' 59 5738 98 "A .......... . ....... ............. ....... a, P, k r, Ief 0. d Is, Ei 9 CT_ 7ooriA is to Pak 48H 530 B2 810", lo6 83 84,56 102 ..... . ...... . . ......... . ......................... . ... . .. .. ....... . . 29 130 31,22 112 o.............. .................. -)n. 43 24H 44 5131 118 5139 119 5000K nited waranb/ gpnc�y ,� V 700 58 6521 112 56 6260 12 ................ : ........... ................. 4 48H 82 9839 530 120 84 958S 115 ...................... .. .. .. ................... . ........ .......... ................ ...... . .. . ............ .......... .............. . . .... .................. .......... .............. ........................... AC (is 2011S eotzk USA ffi� iffiff 1: 'W 1K .......... Niq mii ,t4 I �)l un tk% MIXILID13 401) 14 W I'm 9 j -'n .................. ),W LOL_ _121__ 0, r, f0l' �,NrXf 0 1�w I'Mil Q, LEI." MOW 4001f i R LM V K 22"ll, �Ag �4 1 1 'n n'tm, W� s 0i'm 001WOK, 4010 k 3M 41110 2 "A. su�xl LED 4m 5,x �;lnx 1 7W 1 4,01 114' 1 i), ti, es riit-.ii� On, n, 01111� 1.P.inid nl%i._-loic�!Ln'� $V" 80,wrni, �a,,d Ele<ftdi,ri L,�ad lj> w o 7[ A cvuvpji "m Lic. Nfo. 04020485W m E C) 0 M U r1q - < 0 > E � E uj a) , l.- Uj > U) F- U (U < LL LL 0 LU 0 cl� Uj M < _j U 00 Lj_ _j - Lri " > C:) a) C:) r-4 Q9 LU - 4� o _j LL_ "j. U) N U F_ < C: Lr) C) V) U_j F_ V) 0 0 F- LU Uj U 0 Lr) 0 a 0 249 Z 0 U V) LU 0 Z 0 V) Uj cl� LU DATE 11121116 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE AS NOTED U) 0 < 0 0 rV000 2 Uj Uj LJ.J < w LU CO _j < U -0 U- (3) 0 0 0 00 0 0 o U 0- a) U) E 2 Q) U) r_ 0- 0 0 C: U) 3: 0 Q) 75 7�; x 4- 0 0 Q_ 0 0) C) X 0 0 0 JOB NO. 0 c� 0 '5148.024 SHEET NO. 0 0-- U) (1) E2. U