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WPO201400038 Plan - Stormwater Stormwater Management Plan 2015-01-14
Q� U 3 a. -v L,: w a� x o wI- oCD 0o I s 0 MI a C5 w / Q N Ln a� V) o O a0 V)o C 0 a- N /\ c a� 0 cl / W Z O E LJ J LJ Q z c� w w W / C.9 M oCD �z �a / ,rj U LJ rn= V) 3 L_ � ow !o X 0 1. OWNER/DEVELOPER: SHEEFLEE, LLC. attn. PETER LAZAR 1730 SAGE LANE BLACKSBURG, VA 24060 (540) 250-3261 SITE ADDRESS: 1317 PARKVIEW DR. CROZET, VA 22932 2. TAX PARCEL NUMBER: 56-67A, WHITE HALL MAGISTERIAL DISTRICT ZONING DISTRICT: PRD (PLANNED RESIDENTIAL DEVELOPMENT) SETBACKS: FRONT= 35' REAR= 35' SIDE= 35' 3. LEGAL REFERENCE: D.B. 1086 PG. 583 4. BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN HEREON IS BASED ON ACTUAL FIELD SURVEY DONE BY GAY AND NEEL, INC. FROM 04/04/07 TO 03/19/08. 5. THE ACCURACY OF UTILITY MARKS AS SHOWN HEREON ARE t2 FEET HORIZONTALLY FROM THE ACTUAL LOCATION OF THE BURIED UTILITY. 6. 70- NING,/PLANNING AREAS TOTAL PARCEL AREA: 268,201 S.F. (6.155 AC.) EXISTING TOTAL BUILDING AREA: 3,887 S.F. (FOOTPRINT) PROPOSED BUILDING AREA: 22,926 S.F. (FOOTPRINT) BUILDING HEIGHT: LESS THAN 35 FEET PAVED PARKING & VEHICULAR CIRCULATION AREA: 27,571 S.F. SIDEWALK AREA: 7,908 S.F. PERCENT IMPERVIOUS: 62,292 S.F. (23.23%) RECREATIONAL SPACE REQUIRED: 5,200 S.F. (200 SF PER UNIT) RECREATIONAL SPACE PROVIDED: 16,316 S.F. 7. PARKING TABULATIONS PARKING SPACES REQUIRED: 52 IN ACCORDANCE WITH APPROVED REZONING (2 SPACES PER UNIT) PARKING SPACES PROVIDED: 53 8. LANDSCAPING AREAS OPEN SPACE REQUIRED: 25% - 1.54 AC. OPEN SPACE PROVIDED: 76.56% = 4.712 AC. PARKING LANDSCAPING REQUIRED: 5% OF PARKING LOT AREA, 1,378.5 S.F. PARKING LANDSCAPING PROVIDED: 2,556 S.F. TREE CANOPY REQUIRED: 20% OF SITE = 53,622 S.F. TREE CANOPY PROVIDED: 118,750 S.F. 9. PARKING SPACES SHALL BE DELINEATED BY 4" STRIPING. 10. DISTANCES AND RADII REFERRED TO ARE TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. ALL RADII 5 FOOT UNLESS OTHERWISE NOTED. 11. ALL SIDEWALKS ARE TO BE FLUSH WITH ADJACENT GRADES, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS, PRIOR TO STAKING BUILDINGS. 13. CONTRACTOR SHALL CALL "MISS UTILITY AT 1-800-552-7001 AT LEAST 48 HOURS PRIOR TO ANY EARTHWORK BEGINNING. ACCURACY UTILITY MARKS ARE t2 FEET HORIZONTAL FROM THE ACTUAL LOCATION OF THE BURIED UTILITY. 14. A PRE -CONSTRUCTION MEETING WITH THE COUNTY WILL BE HELD PRIOR TO CONSTRUCTION. 15. A PRE -CONSTRUCTION CONFERENCE WILL BE HELD WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START OF WATER/WASTEWATER CONSTRUCTION. 16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH SECTION 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND ASSOCIATED RECORDKEEPING. 18. ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 19. UNLESS SHOWN OR SPECIFIED OTHERWISE, METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS LATEST EDITION. 20. CONTRACTOR SHALL COORDINATE INSTALLATION AND DESIGN OF ALL PERMANENT ELECTRICAL SERVICE, TELEPHONE SERVICE, GAS SERVICE AND CABLE TV. 21. WATER METER, METER BOX, TAP INTO EXISTING WATERLINE AND TAP INTO EXISTING SEWER LINE SHALL BE DONE BY COUNTY PERSONNEL AT OWNER'S EXPENSE. CONTRACTOR SHALL COORDINATE INSTALLATIONS AND REQUIRED LOCATIONS. CONNECTION FEES WILL ALSO COVER THE COST OF THE METER. CONNECTIONS TO THE WATER AND WASTEWATER SYSTEM ARE THE RESPONSIBILITY OF THE CONTRACTOR. IF A TAPPING SLEEVE AND VALVE IS REQUIRED, THE ACSA CAN MAKE THE TAP FOR A FEE AS OUTLINE IN THE ACSA'S RULES AND REGULATIONS 22. ALL PUBLIC UTILITIES WILL BE VISUALLY INSPECTED BY THE COUNTYS INSPECTOR PRIOR TO BACKFILLING THE TRENCHES, INCLUDING ALL UTILITY CROSSINGS. 23. ALL UTILITIES TO BE MAINTAINED BY THE COUNTY SHALL BE WITHIN DEDICATED RIGHTS-OF-WAY OR EASEMENTS. 24. BACKFLOW PREVENTORS TO BE PROVIDED BY THE OWNER AS REQUIRED BY ALBEMARLE COUNTY. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. 26. PARKING AREA LIGHTING SHALL BE BY HOLOPHANE LIGHTING, OR EQUAL. LIGHTING HAS BEEN DESIGNED AND SHALL BE ARRANGED AND INSTALLED, AND THE LIGHT SOURCE SHIELDED, TO ELIMINATE GLARE ON ADJACENT PROPERTY AND ON ANY PUBLIC RIGHT-OF-WAY. 27. ALL UTILITIES SHALL BE UNDERGROUND INSTALLATION. 28. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A F.E.M.A. DESIGNATED 100 -YEAR FLOOD ZONE. THE SUBJECT PROPERTY PARTIALLY LIES WITHIN ZONE "A" AND "X" AS SHOWN ON F.I.R.M. COMMUNITY PANEL NO. 51003CO235D, EFFECTIVE DATE OF FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. NO ELEVATION STUDY HAS BEEN PERFORMED AS A PART OF THIS PROJECT. 29. ALL ACTIVITIES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO VDOT WORK AREA PROTECTION MANU (MOST RECENT EDITION) 30. THE MINIMUM REQUIRED DENSITY FOR ALL COMPACTION SHALL BE 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN t2% OF THE OPTIMUM. 31. PAVEMENT WORK WITHIN THE RIGHT-OF-WAY REQUIRES THE FOLLOWING INSPECTIONS: A. SUBGRADE PRIOR TO PLACEMENT OF BASE STONE B. BASE STONE PRIOR TO PLACEMENT OF PAVEMENT C. PAVEMENT 32. MINIMUM PAVEMENT SHALL BE 2" VDOT SM -9.5A SURFACE COURSE OVER 8" VDOT 21-B STONE BASE OVER COMPACTED SUBGRADE. 33. UTILITIES SHOWN HEREON ARE BASED ON AVAILABLE ABOVE -GROUND STRUCTURES (VALVES, MANHOLES, ETC.). 34. OWNER RESPONSIBLE FOR OBTAINING AN APPROVED E&S/STORM WATER POLLUTION PREVENTION PLAN FOR ANY OFFSITE GRADING AND FOR OBTAINING AN APPROVED EROSION AND SEDIMENT CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN BEFORE OFFSITE GRADING CAN BEGIN. 35. CONSTRUCTION OF ALL UTILITIES TO BE DEDICATED TO COUNTY SHALL ADHERE TO COUNTYS SPECIFICATIONS, AND SHALL BE INSPECTED BY THE COUNTY PRIOR TO ACCEPTANCE. 36. NO INDIVIDUAL LOTS ARE PROPOSED AS PART OF THIS DEVELOPMENT. CONDOMINIUM DOCUMENTS, PLANS, AND PLATS WILL BE DEVELOPED FOR ESTABLISHING OWNERSHIP INFORMATION. 37. IN CONJUNCTION WITH THE APPROVED REZONING (ZMA 2007-00012), THE FOLLOWING WAIVERS WERE GRANTED; • WAIVER OF THE BUILDING SEPARATION REQUIREMENTS OF SECTION 19.8 • PROFFERS DATED NOVEMBER 14, 2007 AND SIGNED NOVEMBER 5, 2007 • APPROVAL OF THE PRIVATE STREET REQUEST FOR PARK VIEW DRIVE • WAIVER OF SECTIONS 14-410 H OF CURB/GUTTER REQUIREMENTS FOR PARK VIEW DRIVE • APPROVAL OF SECTIONS 14-422 A & D OF THE PLANTING STRIP AND SIDEWALK REQUIREMENTS FOR PARK VIEW DRIVE 37. A COMBINATION OF 26 DWELLING UNITS WILL BE DEVELOPED ON THE SUBJECT PARCEL A TOTAL OF 8 UNITS (2 BUILDINGS) WILL BE DEVELOPED WITH TWO LIVING UNITS PER LEVEL. FOUR UNITS WILL BE DEVELOPED AS SINGLE FAMILY RESIDENTIAL AND 14 UNITS (7 BUILDINGS) WILL BE DEVELOPED AS TWO FAMILY DWELLINGS. GROSS DENSITY IS 4.22 UNITS/ACRE. 38. UPON APPROVAL OF THE SITE DEVELOPMENT PLANS AND GAINING NECESSARY PERMIT, THE DURATION OF CONSTRUCTION IS EXPECTED TO BE 12-15 MONTHS. 39. SUBJECT PARCEL IS IN THE BEAVER CREEK RESEVOIR WATERSHED. EMERSON COMMONS VV P C)/Vs rvl P P LA VVP0201400038 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP: SCALE: 1 "=1000' 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 UNE 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 & SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END 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). .v�v Nwo SHEET INDEX DESCRIPTION SHEET # SHEET TITLE &W%0..r..I-% CO -01 COVER SHEET AND GENERAL NOTES by the Albermirk,) COUnty C2-01 SITE LAYOUT AND DIMENSIONAL PLAN POUND C3-01 ROAD PLAN AND PROFILE Date C3-02 SITE GRADING PLAN A/C C3-03 SITE DETAILS METER C3-04 BMP GRADING DETAILS 1 ® C3-05 BMP GRADING DETAILS 2 AL C3-06 BMP GENERAL NOTES MINIMUM BUILDING LINE C4-02 SANITARY SEWER FORCE MAIN PLAN GV C4-06 UTILITY DETAILS ALT. C4-07 PUBLIC UTILITY DETAILS MAGISTERIAL C5-01 EROSION AND SEDIMENT CONTROL PLAN 1 C5-02 EROSION AND SEDIMENT CONTROL PLAN 2 C5-03 EROSION AND SEDIMENT CONTROL DETAILS C6-01 SITE LANDSCAPE PLAN PROPOSED 2 CONTOURS SWM -1 PRE -DEVELOPMENT DRAINAGE MAP 00 N ra SWM -2 POST -DEVELOPMENT DRAINAGE MAP MB SWM -3 PRE -DEVELOPMENT LAND COVER MAP SWM -4 POST -DEVELOPMENT LAND COVER MAP 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 UNE 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 & SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END 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). .v�v Nwo DATE DESCRIPTION PLANNER/ZONING I- &W%0..r..I-% 111v.. V,VVV,�w INSPECTIONS by the Albermirk,) COUnty PROPERTY LINE ❑TELE PED EXISTING TELEPHONE PEDESTAL ® AT LB. POUND V l 1 ALBEMARLE COUNTY SERVICE AUTHORITY Date VIRGINIA DEPARTMENT OF TRANSPORTATION A/C AIR CONDITIONER M METER - 2100 EXISTING 2' CONTOURS ® EXISTING GAS VALVE AL ACRE(S) M.B.L. MINIMUM BUILDING LINE 0 GV m IN ALT. ALTERNATE MAG. MAGISTERIAL 4 w W Q 4"1'Ev - o E UO APPROX. APPROXIMATE MAX. MAXIMUM 1200 PROPOSED 2 CONTOURS ❑ EXISTING GAS METER 00 N ra AVG. AVERAGE MB MAIL BOX �� NM 0 3 � O GM r-iN mom'.. 3 B.M. BENCHMARK MH MANHOLE V a- LL_ w The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The BC BOTTOM OF CURB MI. MILE x 90.56BLVD, EXISTING SPOT ELEVATION *LP EXISTING LIGHT POLE BOULEVARD MIN. MINIMUM BSMT BASEMENT MON. MONUMENT BW BOTTOM OF WALL MTL. METAL 90.56 PROPOSED SPOT ELEVATION Qw EXISTING WELL C.F. CUBIC FEET N.I.C. NOT IN CONTRACT C.I. CURB INLET N.S. NORFOLK & SOUTHERN X 90.56 PROPOSED TOP CURB ELEVATION sQ DRILL HOLE C.M.0 CONCRETE MASONRY UNIT VALVE N.T.S. NOT TO SCALE 90.56 PROPOSED BOTTOM CURB ELEVATION C.Y. CUB CK ARD NBL NORTHBOUNDMERLY LANE CAL. CALIPER NQ,/# NUMBER EXISTING FIRE HYDRANT CAN CABLE TELEVISION NRV NEW RIVER VALLEY EXISTING SANITARY SEWER CHD CHORD O.D. OUTSIDE DIAMETER l CMP CORRUGATED METAL PIPE O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED -i- PROPOSED FIRE HYDRANT CO CLEAN-OUT OH OVERHEAD PROPOSED SANITARY SEWER CO. COUNTY OHE OVERHEAD ELECTRIC CONC. CONCRETE P.B. PLAT BOOK ®WV EXISTING WATER VALVE CRK. CREEK P.U. PUBLIC UTILITY 6"W EXISTING WATERLINE D.B. DEED BOOK P.U. & D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT D.E. DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT 9 PROPOSED WATER VALVE D.I. DROP INLET PE POLYETHYLENE PROPOSED WATERLINE D.I.P. DUCTILE IRON PIPE PED. PEDESTAL D.S. DOWN SPOUT PG. PAGE ❑ EXISTING WATER METER DECID. DECIDUOUS PROP. PROPOSED =24"- - -- - - ' - EXISTING STORM SEWER WM DEG. DEGREES PSI POUNDS PER SQUARE INCH DET. DETAIL PVC POLYVINYLCHLORIDE ■ PROPOSED WATER METER DFC DRAINFIELD CORNER PVMT PAVEMENT PROPOSED STORM SEWER DI DROP INLET R RADIUS DIA. DIAMETER R.R. RAILROAD O CO EXISTING SEWER CLEANOUT DIST. DISTRICT R/W RIGHT-OF-WAY "'� ��� "' EXISTING EDGE OF PAVEMENT DR. DRIVE RCP REINFORCED CONCRETE PIPE DWG DRAWING RD. ROAD PROPOSED SEWER CLEANOUT DWLG DWELLING REF. REFERENCE PROPOSED PAVEMENT E.G. EDGE OF GRAVEL REQ'D REQUIRED E.P. EDGE OF PAVEMENT RET. RETAINING _.,.:.,•......y:>;..EXISTING OSMH SEWER MANHOLE EA. EACH REVISION PROPOSED GRAVEL EBL EASTBOUND LANE RTE, ROUTE ELEV. ELEVATION RWY, RAILWAY PROPOSED SEWER MANHOLE EOW EDGE OF WATER S.D. STORM DRAIN PROPOSED CONCRETE/SIDEWALK ESMT. EASEMENT SDMH STORM DRAIN MANHOLE EVG. EVERGREEN S,F, SQUARE FEET EXISTING SHRUB EXIST. EXISTING SBL SOUTHBOUND LANE EXISTING BUILDING EXT. EXTENSION SCH SCHEDULE F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCYSHT. SHEET EXISTING TREE F•H• FIRE HYDRANT SPEC. SPECIFICATION PROPOSED BUILDING F.LR.M• FLOOD INSURANCE RATE MAP Spy( SEPTIC TANK - - -OHE- - - OVERHEAD ELECTRICO+ PROPOSED TREE F/L FF FLOW LINE FINISH FLOOR SSEW SSMH SANITARY SEWER SANITARY SEWER MANHOLE EXISTING FND FOUND FR FRAME STA. STATION -- -UGE- - - EXISTING BURIED ELECTRIC �- -Q EXISTING SIGN G. G.M. FEET GAS METER STD. STY, STANDARD STORY G.V. GATE VALVE SWME STORMWATER MANAGEMENT EASEMENT -- ----- TV -------- EXISTING BURIED CABLE TV LINE �� "�T PROPOSED SIGN GNI GAY AND NEEL, INC. SWMF STORMWATER MANAGEMENT FACILITY GPM GALLONS PER MINUTE TC TOP OF CURB/CONCRETE GRAV. GRAVEL TCP TERRA COTTA PIPE -- ----- G -------- EXISTING GAS LINE �� BORE HOLE/TEST PIT GRD HP GROUND HIGH POINT TEL. TOB TELEPHONE TOP OF BANK H.U.D. HOUSING AND URBAN DEVELOPMENT TOS TOP OF SLOPE - - - TEL- - - EXISTING BURIED TELEPHONE LINE CONTROL POINT H/C HANDICAPPED TW TOP OF WALL HCR HANDICAPPED RAMP TYP. TYPICAL HDPE HIGH DENSITY POLYETHYLENE PIPE U.G. UNDERGROUND * * EXISTING FENCE LINE o IRON ROD FOUND HR HANDRAIL U.P. UTILITY POLE IRF HW HEADWALL U.S. UNITED STATES HYD. HYDRANT VA. VIRGINIA '�. EXISTING TREELINE IRS IRON ROD SET I.D. INSIDE DIAMETER VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION IIN. INCH VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK T. INSTRUMENT W.B. WILL BOOK ® BENCHMARK LOCATION O PROPERTY CORNER INT. INTERSECTION W.W.F. WELDED WIRE FABRIC INV. INVERT W/ WITH Mout INVERT IN WBL WESTBOUND LANE # EXISTING UTILITY POLE FP FENCE POST INVout INVERT OUT WM WATER METER U.P. L.F. LINEAR FOOT WTNK WATER TANK LP LIGHT POLE WV WATER VALVE --E EXISTING GUY WIRE (TBR) TO BE REMOVED L.P. LOW POINT WW WOVEN WIRE L.S.I. LANDSCAPED ISLAND XFMR TRANSFORMER ► ► ;. M ► s ► 40. SITE DEVELOPMENT PLAN IN GENERAL CONFORMANCE WITH APPROVED REZONING (ZMA 2007-00012) AND ALBEMARLE COUNTY ZONING ORDINANCE SITE PLAN REQUIREMENTS, SECTION 32.6. 41. SITE SHALL BE ADDRESSED AS PARROT CREEK ROAD (PRIVATE). 42. A PRECONSTRUCTION CONFERENCE WILL BE HELD WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START OF WATER/WASTEWATER CONSTRUCTION. AL13EMARLE COUNTY GENERAL CONSTRUCTIION 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 PAVING, DRAINAGE RELATED 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 3:11 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OF THE DIRECTOR'S 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 (29CFR PART 1926). GENERAL umuTY NOTES: 1. IN THE EVENT OF A DISCREPANCY BETWEEN THE GENERAL UTILITY NOTES CONTAINED HEREIN AND THE ACSA WATER AND SEWER GENERAL CONDITIONS, THE ACSA WATER AND SEWER GENERAL CONDITIONS SHALL BE ENFORCED. SANITARY SEWER 1. MINIMUM DEPTH OF COWER ON ALL GRAVITY SEWER LINES SHALL BE 3 FEET. 2. ALL GRAVITY SEWER MAIN SHALL BE SDR 35 PVC, OR EQUAL. ALL SEWER FORCE MAINS SHALL BE SDR 21 PVC, OR EQUAL. 3. ALL CONNECTIONS TO EXISTING RIVANNA WATER AND SEWER AUTHORITY (RWSA) SYSTEM SHALL BE OBSERVED BY RWSA PERSONNEL DURING TAP OPERATION. 4. ANY CLEANOUTS LOCATED WITHIN VEHICULAR TRAVELWAYS SHALL BE PROVIDED WITH TRAFFIC BEARING CLEANOUT COVERS IN (ACCORDANCE WITH RWSA STANDARDS. 5. INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF HEALTH AND COUNTY SPECIFICATIONS. 6. ABANDONED SEWER LINES ARE TO BE PLUGGED AFTER NEW LINE HAS BEEN INSTALLED, INSPECTED, TESTED, ACCEPTED AND IN USE. 7. CONTRACTOR SHALL CORE EXISTING MANHOLE AND PROVIDE A WATERTIGHT FLEXIBLE BOOT. 8. ALL PUBLIC GRAVITY SEWER MAINS SHALL BE WITHIN COUNTY RIGHTS-OF-WAY OR EASEMENTS. 9. THE CONTRACTOR SHALL PLUG WITH AN ANGLE WING NUT TEST PLUG THE CONNECTION OF BOTH THE PROPOSED SEWER LINES TO THE EXISTING SANITARY SEWER PRIOR TO EXTENDING THE SANITARY SEWER. THE PLUG SHALL BE MAINTAINED IN PLACE UNTIL SUCH TIME AS THE SEWER IS COMPLETED, INSPECTED, AND ACCEPTED BY THE: COUNTY. FAILURE OF THE CONTRACTOR TO APPROPRIATELY INSTALL AND MAINTAIN THIS PLUG SHALL CAUSE THE CONTRACTOR TO BE HELD LIABLE FOR ANY RESULTING BLOCKAGES OR RF^AIRS TO THE EXISTING SEWER. 10. CONTRACTOR SHALL: MAINTAIN 18" VERTICAL SEPARATION BETWEEN ALL WATER AND SEWER LINES INCLUDING LATERALS. 11. SEWER DISCHARGE SHALL BE OF THE DOMESTIC TYPE. 12. EACH JOINT OF PIPE SHALL BE DEFLECTED TO MAINTAIN PROPER ALIGNMENT. DEFLECTION MUST STAY WITHIN MANUFACTURER'S RECOMMENDATIONS, OTHERWISE AN ELBOW AND THRUST BLOCK SHALL BE USED. 13. IN THE EVENT OF ANY DISCREPANCIES, ACSA WATER AND SEWER GENERAL CONDITIONS WILL BE ENFORCED. WATERT INE 1. MINIMUM DEPTH OF COWER ON ALL WATER MAINS SHALL BE 3 FEET. 2. ALL WATER MAINS SHALL BE PRESSURE CLASS CLASS 52 DUCTILE IRON, WITH PUSH ON JOINTS. SERVICE LINES SHALL BE TYPE 'IK' COPPER. 3. ALL TAPS TO EXISTING 'WATER MAINS, WATER METERS, WATER METER BOX AND OPERATION OF ALL COUNTY WATER VALVES„ SHALL BE BY COUNTY PERSONNEL AT OWNER'S EXPENSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SERVICE LINES. ALL METERS SHALL BE SET BY COUNTY PERSONNEL AT OWNERS EXPENSE. 5. PRESSURE TESTING SHAILL BE PERFORMED IN ACCORDANCE WITH AWWA C600 BY CONTRACTOR. RWSA PERSONNEL WILL WITNESS AND SHALL BE PROVIDED WITH TEST RESULTS. FLUSHING AND DISINFECTION SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE WITH VIRGINIA HEALTH DEPARTMENT REGULATIONS. 6. EACH JOINT OF PIPE SHIALL BE DEFLECTED TO MAINTAIN PROPER ALIGNMENT. DEFLECTION MUST STAY WITHIN MANUFACTURER'S RECOMMENDATIONS, OTHERWISE AN ELBOW AND THRUST BLOCK SHALL BE USED. 7. CONTRACTOR SHALL COORDINATE LATERAL AND METER INSTALLATIONS AND REQUIRED LOCATIONS. 8. RWSA SHALL BE NOTIFIED A MINIMUM OF 3 BUSINESS DAYS PRIOR TO BEGINNING WORK. ONLY RWSA PERSONNEL SHALL OPEFRATE EXISTING VALVES. 9. INSTALLATION SHALL BE IN ACCORDANCE WITH RWSA STANDARDS AND SPECIFICATIONS FOR WATERLINE CONSTRUCTIONS, APPROVED BY THE VIRGINIA DEPARTMENT OF HEALTH OFFICE OF DRINKING WATER, AND A COPY OF THESE STANIDARDS AND SPECIFICATIONS MUST BE ON SITE AT ALL TIMES. 10. ALL WATER MAINS SHALIL BE WITHIN COUNTY SERVICE AUTHORITY EASEMENTS. T1414 PI AN Rr.n F(% -7'Q RFMCIMI nF T14r M i nmMuf%_ IWUC NO, DATE DESCRIPTION PLANNER/ZONING z APPROVED INSPECTIONS by the Albermirk,) COUnty ARB 00 Community Dev0,1,pment[ Opartment V l 1 ALBEMARLE COUNTY SERVICE AUTHORITY Date VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT _7 APPROVALS: DATE: DEPARTMENT OF COMMUNIITY DEVELOPMENT PLANNER/ZONING z ENGINEER INSPECTIONS O ARB 00 DEPARTMENT OF FIRE RESCUE V l 1 ALBEMARLE COUNTY SERVICE AUTHORITY co O VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT m W z O Q 00 Q z V l 1 � co O .or m O a Iff] LW O z L 0 0 m IN LL' J CD CL Lel 4 w W Q 4"1'Ev - o E UO �► V) N an O >-0 CD C -0 bD 00 N ra •^J V U r + b 00 Vf �� NM 0 3 � O at r-iN mom'.. 3 > V a- LL_ w The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. W z O Q 00 Q z 5 � co O O Z O z 0 0 > IN LL' J t)p ry CL f� 4 w W J Q 2 W TH OF o J H T. EEL 9 Lic. No. 035780 �s'`SIaNAL F,�'�1 NO. I COMMENTS I DATE I;, .. , Ea v JOHN T. NEEL, PE a KEVIN D. CONNER, LA o ( TES, LHS 11/26/2014 1770.3 COVER SHEET AND GENERAL NOTES CO -01 7. �a 0 W� Fr�2 w V� I� N � U LI J V O o �- �Q L (D Ci6O V) 66 0� 0 N FL� C (D z �4 z J w < w zoz Oz zw w "-:2 M p �0 3 0 M X N I 4Ln -rr ++_4 4-_4- I+4 �jq'00 No 4-H m �-1 L I0A 1-I 7 I C� ENGINEER SHALL STAKEOUT FINAL T� ����i rr tL LOCATION OF DWELLING UNITS AND-I�-1-Ff' �� I-- +� i1� RETAINING WALLS UPON APPROVAL I f J4 AND ACCEPTANCE OF FINAL �r4 rr� J �It t-,'- --1 w ARCHITECTURAL AND RETAININGt 11i-�I o WALL PLANS. ARCHITECT TO f�It1 COORDINATE FINAL PLANS WITH +t,�t t z 41�I-h- ENGINEER. v� a ��I+i p-4-- x Uj GRASS PAVER SYSTEM,�,�r�r + SEE DETAIL SHEET C7-03 tJ I+��=IIS T--► _ -11--H-4 PAVEMENT, SEE DETAIL it- � tIM"SHEET C7-03 �� � F-THrI �,`' RECREATIONAL AREA =16,316 1-� I-II +" ALL PARKING SPACES UNDER 18' REQUIRE CLEAR SPACE, 2' I + FOR 16' LONG SPACES AND 1' FOR 17' LONG SPACES i I i i I i I I F- - BLDG. TYPE QTY. BR/UNIT TOTAL MAX S.F. MAX FOOTPRINT TYPE 1 8 2 16 1210 2720 SF TYPE II 2 2 4 1375 1693 SF TYPE III 8 3 24 1740 1839 SF TYPE IV 4 3 12 1690 2115 SF TYPE V 4 3 12 2075 1359 SF EX HOUSE 1 AS IS AS IS 2200 2200 SF EX. BARN 1 1 N/A N/A 1370 1370 SF X. BARN 2 1 N/A N/A 550 550 SF CORPORATION D.B. 2609 PG. 387 ZONING: RA USE: VACANT *AFFORDABLE DWELLINGS PER PROFFER * * MOVABLE BARRIER MAY BE USED IN PLACE OF REMOVABLE BOLLARD. SELECTION OF STYLE SHALL BE BY OWNER. *** OWNER SHALL PROVIDE AT A MINIMUM IN ACCORDANCE WITH COUNTY CODE, 1 SWING WITH 4 SEATS, 1 SLIDE, 2 CLIMBERS, 1 BUCKABOUT, AND 2 BENCHES. OWNER MAY CONSULT WITH COUNTY PLANNING STAFF FOR ALTERNATIVE PLAYGROUND ITEMS. II � J I VDOT MODIF ED I I I I I I STA: 14+77.98 zl I I I I I I I in n 12/14/8;8-�APPROX. "";.,, Q ATION) GRAPHIC SCALE W 30 0 30 60 1 inch = 30 ft. APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT L7 Z ILI PROPOSED 8' • a 5- U1 ROD z MULTIPURPOSE SEPTIC DRAIN EIELDV FND. Q 00 TRAIL SETBACK FROM BRANCH �TEMPORARY 0 (FROMI D.B. 1028 PG. 345) 0 ar W r z C) 00' ..; ,µF CONSTRUCTION Z U) 18.001 EASEMENT 0 > Do rV U) E z3 Z g � Ov O U TAX PARCEL 56-67B W v v E MARTIN BARBARA AN Q) -a -0c IS W � PARCEL D B 69 PGH 4 5 r� 0 �� �" `pro VFW 12/14/8;8-�APPROX. "";.,, Q ATION) GRAPHIC SCALE W 30 0 30 60 1 inch = 30 ft. APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT L7 Z r r ■ • a 5- U1 z Z 0 Q 00 Q z -:- 0 w 0 ar W r z C) L Z C '=, Z U) w O IZT 0 > Do rV U) E z3 Z g � Ov O U Q � .E W v v E 0> 1 M Q) -a -0c IS W � ter, _ r� 0 �� �" `pro VFW oV � 0 3 n o 2 3 r-1 4- X - E The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. U) z 0 Q 00 Q z a- 0 0 ar 0 C) Z U) 0 C) 0 > N LSI < U) 0 a n w W J1 W NH OF s° J HN T. N E E L a Lic. No. 035780 Id�'0.� 12/30/14 �SSIONAL �'����'� � N0. 1 COMMENTS I DATE a JOHN T. NEEL, PE KE\/IN D. CONNER, LA TES, LHS 11/26/2014 1770.3 SITE LAYOUT AND DIMENSIONAL PLAN C2-01 c" 3 7 (n w7 6 �- w V)"i U a C) U_ U 0 I o_ (n O �I ~ 6 .0 r` . r` O O Q) a� a W ~ cc' 6L Q 3r -q. ' N C 2 O ad6 c � U)0 6 O N 0 N Z E- w - z c5 w J wE 6 nof o0- r` . r` z iQ 0z �g c 3 - v oa is X � SIGHT DIST LINE (WITHI OR EX. EA: SIGHT DIST, IS GREATEF 390 FEET I EACH DIREI FIELD VERY BY EN'G PROPOSED VDOT-- CG-11 (LESS CURB &GUTTER AND SIDEWALK) SIGHT DISTANCE LINE (WITHIN RAW) � 0 30 60 GRAPHIC SCALE FEET ' i iZ Tri i,y H 1 ,, ,4, I/ \\ L 4%.= Ci C3 \ 0 . . o e \' ,, ,4, I/ C? C? L 4%.= Ci C3 a .9 0 . . o e , 0 0 4. 8 O", 1 • 4'dit, r!d.glW ��,aCO AW 5"`4.1011.. +•xrxxr ft*A 0* 1V00 - 1I V) c0 N \ �'\ + z \ " I CO •,, - _ 1 co ,`� �'-� _ \ � - ___ _ ^. MOTIF• 1. ��o-a�w«,o.�ra.,m.=a AW OF '35s"4. b* mobw AaoeN.,,. , n uapw9�c9, �r PLATE WASPM \- ~AW&4b*&t my STM SPUR RATE �pfm1Y , y� y ran pgatar.eaanaa�a+t .-..._...__., TYPICAL dUAAPRAA C16M SECT A! HIGH POINT STA: 10+10.63 HIGH POINT ELEV: 662.73 PVI STA: 10+30.63 ,14•eY. rgrb,44garkM IdYtlWw.. AmA iRdzme B6#�rwT rode G0011MMAA OOM MR SP O10l dUARO A POST A� TM AU OW TYPE A & T YPH B 30 In Rcx O 4,22% SETS DETAIL ON SHEE' C7-02 FOR CONSTRU IN STREAM �� M N co co .o 10+50 11+00 HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET 10 5.0 0 10 VERTICAL GRAPHIC SCALE LOW POINT STA: 13+26.91 LOW POINT ELEV: 643.21 PVI STA: 12+91.62 PVI FI FV• &'�7 5.3 �IVN KLY STOP SIGN R1-1 w/STREET SIGNS SPEED LIMIT SIGN R2-1 (15 MPH) STOP AND STREET SIGN (PARROT CREEK RD. PVT.; SEE DETAIL ON SHEET C7-02 FOR CONSTRUCTION OWNER SHALL ENSURE TRAFFIC CONTROL SIGNS TO BE IN IN STREAM PLACE PRIOR TO ISSUANCE OF FIRST CERTIFICATE OF OCCUPANCY. ALL SIGNS SHALL BE IN ACCORDANCE WITH 2009 M.U.T.C.D. STANDARDS. \ moENCpMA�RKcoi�rr car iu 1+00 2+00 -SIGHT DISTANCE WEST SCALE: H=100', V=20' HIGH POINT STA: 15+59.47 HIGH POINT ELEV: 650.91 PVI STA: 15+21.79 r r •I> U - 1* I �E WW I jw7IU, m APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT `+ a O 5 +- N 0 Z a ,� E E 1) FOR TYPICAL STREET SECTION, SEE SHEET 13 Q v i- � p> Wim- 2) UTILITY POLES TO BE ADJUSTED AS x t �( NECESSARY TO MAINTAIN MINIMUM CLEARANCE I z m S 00 � mm BETWEEN LINE AND FINAL GRADE. CONTRACTOR CD W O 0 o G SHALL COORDINATE WITH U1ILITY COMPANY. 1° 2 ° 3 + � N ca � o � 3 � '� .. � 3 3) DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, �`vP\ I w 0 v .F, .0 PER DWELLING UNIT. THIS TOTALS AN ESTIMATED " " a U_ W � 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW The drawing, design, and digital files relating to this DRIVE. PARKVIEW DRIVE CURRENTLY SERVES 5 project are the property of Gay and Neel, Inc. The DWELLINGS AND A BARN STRUCTURE. THIS reproduction, copying, or other use of this drawing CONSERVATIVELY EQUATES TO 60 TRIPS/DAY. without GNI's written consent is prohibited. PARKVIEW DRIVE WILL HAVE A PROJECTED TOTAL OF 268 TRIPS PER DAY. 0 10 4) ALL SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH CROWNVETCH. o � 6g0 n r- co / � _ / ,� f _---------- 1 - 654 ....._...._._ 52 1111. �.._ - -- - 1111 1111 - - -,.- - 650 - ---�� J C.7 - rn _, ^ - _ - 1111.. > >. ..-- 1111 �... - o \\\� \� \ \ `\` \\\\ \\ \ 4 \ \ \\ \\ O \ .- 5 __ 1111. -1.. ... „1111.„ _U ` T_ O .�.� -�.. w-�. ^-�; .............._..."1111 111...1.._. . / O U \ ; �, I °` O > N _ . Cn a '� O a- m CONTRACTOR SHALL PROVIDE A \ � n w r 1111 \\ SMOOTH TRANSITION BETWEEN W � m ' PROPOSED AND EXISTING CC <t PAVEMENT AND SHALL TRANSITION G BEIINEEN THE PROPOSED WIDTH OF LJi -18 FEET TO THE EXISTING WIDTH. \�\'. \\\\\ \ \\\\ \ \\\\\ \ 't RN \\ \ \ o\\\ \\\\ \ \ ALBEMARLE COUNTY CONSTRUCTION NOTES FOR STREETS 1) CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY � �p,LTH 0 � N DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. O � � ip 1111,... _ __....._.__............... ........E......,....... ___..___1......__,..._;.._�� ._..:_.._. ;=!�J_...1 2) UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE N ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS v J 0 H N T. N E E L -� z PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF 11�E TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A LTC. NO. 035780 I i SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A �� REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN S 1 2130114 �, _ 0 >. X1+4 ;�_,...... _.. ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ��� �� It' ..4e F ... _i _ ... 3) SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED SjONAL E rn � � WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR of TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE ORA \\\ \\\ \ NATURAL WATERCOURSE. `~ ` `'t\ �\\ � 3+0o NO. COMMENTS DATE 4) GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, SIGHT DISTANCE EAST LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD SCALE: H=100', V=20' DETERMINED AT THE 11ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. HIGH POINT STA: 16+97.97 5) WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL HIGH POINT ELEV: 647.76 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 PVI STA: 17+12.40 (A, B OR C). PVI ELEV: 647 00 I/ C? C? Ci C3 L0 , 0 0 0 0 ' /; � / /I 6) WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL 7 2'xa 4' 7.50% 1111 , _ . ....._.._ . _ _. 1111 1111. _ : _ . .......................... 0- V) c0 N \ �'\ + z \ " I CO •,, - _ 1 co ,`� �'-� _ \ � - ___ _ ^. MOTIF• 1. ��o-a�w«,o.�ra.,m.=a AW OF '35s"4. b* mobw AaoeN.,,. , n uapw9�c9, �r PLATE WASPM \- ~AW&4b*&t my STM SPUR RATE �pfm1Y , y� y ran pgatar.eaanaa�a+t .-..._...__., TYPICAL dUAAPRAA C16M SECT A! HIGH POINT STA: 10+10.63 HIGH POINT ELEV: 662.73 PVI STA: 10+30.63 ,14•eY. rgrb,44garkM IdYtlWw.. AmA iRdzme B6#�rwT rode G0011MMAA OOM MR SP O10l dUARO A POST A� TM AU OW TYPE A & T YPH B 30 In Rcx O 4,22% SETS DETAIL ON SHEE' C7-02 FOR CONSTRU IN STREAM �� M N co co .o 10+50 11+00 HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET 10 5.0 0 10 VERTICAL GRAPHIC SCALE LOW POINT STA: 13+26.91 LOW POINT ELEV: 643.21 PVI STA: 12+91.62 PVI FI FV• &'�7 5.3 �IVN KLY STOP SIGN R1-1 w/STREET SIGNS SPEED LIMIT SIGN R2-1 (15 MPH) STOP AND STREET SIGN (PARROT CREEK RD. PVT.; SEE DETAIL ON SHEET C7-02 FOR CONSTRUCTION OWNER SHALL ENSURE TRAFFIC CONTROL SIGNS TO BE IN IN STREAM PLACE PRIOR TO ISSUANCE OF FIRST CERTIFICATE OF OCCUPANCY. ALL SIGNS SHALL BE IN ACCORDANCE WITH 2009 M.U.T.C.D. STANDARDS. \ moENCpMA�RKcoi�rr car iu 1+00 2+00 -SIGHT DISTANCE WEST SCALE: H=100', V=20' HIGH POINT STA: 15+59.47 HIGH POINT ELEV: 650.91 PVI STA: 15+21.79 r r •I> U - 1* I �E WW I jw7IU, m APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT `+ a O 5 +- N 0 Z a ,� E E 1) FOR TYPICAL STREET SECTION, SEE SHEET 13 Q v i- � p> Wim- 2) UTILITY POLES TO BE ADJUSTED AS x t �( NECESSARY TO MAINTAIN MINIMUM CLEARANCE I z m S 00 � mm BETWEEN LINE AND FINAL GRADE. CONTRACTOR CD W O 0 o G SHALL COORDINATE WITH U1ILITY COMPANY. 1° 2 ° 3 + � N ca � o � 3 � '� .. � 3 3) DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, �`vP\ I w 0 v .F, .0 PER DWELLING UNIT. THIS TOTALS AN ESTIMATED " " a U_ W � 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW The drawing, design, and digital files relating to this DRIVE. PARKVIEW DRIVE CURRENTLY SERVES 5 project are the property of Gay and Neel, Inc. The DWELLINGS AND A BARN STRUCTURE. THIS reproduction, copying, or other use of this drawing CONSERVATIVELY EQUATES TO 60 TRIPS/DAY. without GNI's written consent is prohibited. PARKVIEW DRIVE WILL HAVE A PROJECTED TOTAL OF 268 TRIPS PER DAY. 0 10 4) ALL SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH CROWNVETCH. o � 6g0 n r- co / � _ / ,� f _---------- 1 - 654 ....._...._._ 52 1111. �.._ - -- - 1111 1111 - - -,.- - 650 - ---�� J C.7 - rn _, ^ - _ - 1111.. > >. ..-- 1111 �... - o \\\� \� \ \ `\` \\\\ \\ \ 4 \ \ \\ \\ O \ .- 5 __ 1111. -1.. ... „1111.„ _U ` T_ O .�.� -�.. w-�. ^-�; .............._..."1111 111...1.._. . / O U \ ; �, I °` O > N _ . Cn a '� O a- m CONTRACTOR SHALL PROVIDE A \ � n w r 1111 \\ SMOOTH TRANSITION BETWEEN W � m ' PROPOSED AND EXISTING CC <t PAVEMENT AND SHALL TRANSITION G BEIINEEN THE PROPOSED WIDTH OF LJi -18 FEET TO THE EXISTING WIDTH. \�\'. \\\\\ \ \\\\ \ \\\\\ \ 't RN \\ \ \ o\\\ \\\\ \ \ ALBEMARLE COUNTY CONSTRUCTION NOTES FOR STREETS 1) CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY � �p,LTH 0 � N DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. O � � ip 1111,... _ __....._.__............... ........E......,....... ___..___1......__,..._;.._�� ._..:_.._. ;=!�J_...1 2) UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE N ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS v J 0 H N T. N E E L -� z PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF 11�E TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A LTC. NO. 035780 I i SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A �� REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN S 1 2130114 �, _ 0 >. X1+4 ;�_,...... _.. ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ��� �� It' ..4e F ... _i _ ... 3) SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED SjONAL E rn � � WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR of TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE ORA \\\ \\\ \ NATURAL WATERCOURSE. `~ ` `'t\ �\\ � 3+0o NO. COMMENTS DATE 4) GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, SIGHT DISTANCE EAST LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD SCALE: H=100', V=20' DETERMINED AT THE 11ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. HIGH POINT STA: 16+97.97 5) WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL HIGH POINT ELEV: 647.76 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 PVI STA: 17+12.40 (A, B OR C). PVI ELEV: 647 00 I/ 00 L0 , ' /; � / /I 6) WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL V) c0 N \ �'\ + z \ " I CO •,, - _ 1 co ,`� �'-� _ \ � - ___ _ ^. MOTIF• 1. ��o-a�w«,o.�ra.,m.=a AW OF '35s"4. b* mobw AaoeN.,,. , n uapw9�c9, �r PLATE WASPM \- ~AW&4b*&t my STM SPUR RATE �pfm1Y , y� y ran pgatar.eaanaa�a+t .-..._...__., TYPICAL dUAAPRAA C16M SECT A! HIGH POINT STA: 10+10.63 HIGH POINT ELEV: 662.73 PVI STA: 10+30.63 ,14•eY. rgrb,44garkM IdYtlWw.. AmA iRdzme B6#�rwT rode G0011MMAA OOM MR SP O10l dUARO A POST A� TM AU OW TYPE A & T YPH B 30 In Rcx O 4,22% SETS DETAIL ON SHEE' C7-02 FOR CONSTRU IN STREAM �� M N co co .o 10+50 11+00 HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET 10 5.0 0 10 VERTICAL GRAPHIC SCALE LOW POINT STA: 13+26.91 LOW POINT ELEV: 643.21 PVI STA: 12+91.62 PVI FI FV• &'�7 5.3 �IVN KLY STOP SIGN R1-1 w/STREET SIGNS SPEED LIMIT SIGN R2-1 (15 MPH) STOP AND STREET SIGN (PARROT CREEK RD. PVT.; SEE DETAIL ON SHEET C7-02 FOR CONSTRUCTION OWNER SHALL ENSURE TRAFFIC CONTROL SIGNS TO BE IN IN STREAM PLACE PRIOR TO ISSUANCE OF FIRST CERTIFICATE OF OCCUPANCY. ALL SIGNS SHALL BE IN ACCORDANCE WITH 2009 M.U.T.C.D. STANDARDS. \ moENCpMA�RKcoi�rr car iu 1+00 2+00 -SIGHT DISTANCE WEST SCALE: H=100', V=20' HIGH POINT STA: 15+59.47 HIGH POINT ELEV: 650.91 PVI STA: 15+21.79 r r •I> U - 1* I �E WW I jw7IU, m APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT `+ a O 5 +- N 0 Z a ,� E E 1) FOR TYPICAL STREET SECTION, SEE SHEET 13 Q v i- � p> Wim- 2) UTILITY POLES TO BE ADJUSTED AS x t �( NECESSARY TO MAINTAIN MINIMUM CLEARANCE I z m S 00 � mm BETWEEN LINE AND FINAL GRADE. CONTRACTOR CD W O 0 o G SHALL COORDINATE WITH U1ILITY COMPANY. 1° 2 ° 3 + � N ca � o � 3 � '� .. � 3 3) DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, �`vP\ I w 0 v .F, .0 PER DWELLING UNIT. THIS TOTALS AN ESTIMATED " " a U_ W � 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW The drawing, design, and digital files relating to this DRIVE. PARKVIEW DRIVE CURRENTLY SERVES 5 project are the property of Gay and Neel, Inc. The DWELLINGS AND A BARN STRUCTURE. THIS reproduction, copying, or other use of this drawing CONSERVATIVELY EQUATES TO 60 TRIPS/DAY. without GNI's written consent is prohibited. PARKVIEW DRIVE WILL HAVE A PROJECTED TOTAL OF 268 TRIPS PER DAY. 0 10 4) ALL SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH CROWNVETCH. o � 6g0 n r- co / � _ / ,� f _---------- 1 - 654 ....._...._._ 52 1111. �.._ - -- - 1111 1111 - - -,.- - 650 - ---�� J C.7 - rn _, ^ - _ - 1111.. > >. ..-- 1111 �... - o \\\� \� \ \ `\` \\\\ \\ \ 4 \ \ \\ \\ O \ .- 5 __ 1111. -1.. ... „1111.„ _U ` T_ O .�.� -�.. w-�. ^-�; .............._..."1111 111...1.._. . / O U \ ; �, I °` O > N _ . Cn a '� O a- m CONTRACTOR SHALL PROVIDE A \ � n w r 1111 \\ SMOOTH TRANSITION BETWEEN W � m ' PROPOSED AND EXISTING CC <t PAVEMENT AND SHALL TRANSITION G BEIINEEN THE PROPOSED WIDTH OF LJi -18 FEET TO THE EXISTING WIDTH. \�\'. \\\\\ \ \\\\ \ \\\\\ \ 't RN \\ \ \ o\\\ \\\\ \ \ ALBEMARLE COUNTY CONSTRUCTION NOTES FOR STREETS 1) CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY � �p,LTH 0 � N DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. O � � ip 1111,... _ __....._.__............... ........E......,....... ___..___1......__,..._;.._�� ._..:_.._. ;=!�J_...1 2) UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE N ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS v J 0 H N T. N E E L -� z PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF 11�E TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A LTC. NO. 035780 I i SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A �� REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN S 1 2130114 �, _ 0 >. X1+4 ;�_,...... _.. ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ��� �� It' ..4e F ... _i _ ... 3) SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED SjONAL E rn � � WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR of TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE ORA \\\ \\\ \ NATURAL WATERCOURSE. `~ ` `'t\ �\\ � 3+0o NO. COMMENTS DATE 4) GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, SIGHT DISTANCE EAST LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD SCALE: H=100', V=20' DETERMINED AT THE 11ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. HIGH POINT STA: 16+97.97 5) WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL HIGH POINT ELEV: 647.76 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 PVI STA: 17+12.40 (A, B OR C). PVI ELEV: 647 00 0+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR "a`' ` \\ :: 17+00 17+28 PRESENT. C3-01 PVI ELEV: 662.33 PVI ELEV: 651.28 6) WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL 7 _. AD. 7.50% 1111 , _ . ....._.._ . _ _. 1111 1111. _ : _ . .......................... . K. 2 0.0 _. _ .___.... \ _ 1111.... , ----. -.. ' 1111. _. A _ _.$ 1111.: _ 1 1111. \ H1Ght._..PE tN.T :ELEV 650�.5.5 . :_ K. .12:00 RESIDENTIAL DR VEWAY ENTRANCES SH ALL CONFORM TO VDO T . i K. E, .. k 3 . + _5.33..... 111 1 _ E , + 1111. _. x 11.11_ .a 1111 1111' , ... ................ _.....,a._....... 1 i _ . 1111 _ a , , : ... .._... __..__... ................... ; 3 , : + ........ 1111_. ....,.........._,. 1111. ...:....... E _ _. , E i , ! i , 1111. ........._ _..,.. .. __......_. 1111.. .; .. E i , 1,111..._...... ..........•........:... LUL. E E , ; ; :. .. .. . . 1111 .. : 11.11 ...... 11:11_" . 1111 ..., 1111 t ,........_.... _ ... ...1..1 . __ t E .,.. .. (11.11 ....E __ _..... .......1..... ; .. .}. .E I ..r.. .. .........._ .. _. 1111. _ : 1 4,6 ... .. ......... k�.. 11.11 ......... ... ..�... E .. ... 1111. .......,. 1111... '1111. 1111_. ... . .....r....... 1111... 1111. .m PUT STA: ; ..16+51-.38 1111 _. 1111. 1111... QVC . �g.g6::::. ST ANDARD - PE 1. ......_.... ........... .........�. LVC. ........ _ .. 1111 ....._ 1111.. 1111._. . 40.. .. 1111. ,... 1111 .. 1111_. .................... 11.11... __........ , 1111_"- +.11I _. ..........._.: 1111. 1111_.. , +_.._.__. :.. .............. ............ 1309,42 '............ 1111.. ............ ............. .. .. ......_..._ '_ .............. _....._ 1111.. ........ ........ .. q........... ........... ,• _ .'_, 1111. ...�....... ......... _...._._.. 1111.. 11;11 1111. 1111_ .._LVL ._...... _x..100:00 ......... 1111.., -1111 ... _ 1111. 1111 .._. .......�.�. 1111 �..... _ E 1111.. ._ ... �... '1111 P_I, ... ...._.... V ELEV ,,fig._.._ ... 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER .. � " . _ _ .. 1111 , _ _... __ _ ..... _ 1111.. ......._ _ 1111. ... Vii•.. 2.Q : O + _ 1111.... ......... 1111.. :_ i. _._._... 1111 rn I) .............. N 1 1 11. 111.....1 .1.111 ........ . 11'...11.... .. : ..........._. E _ ._ i s Z _ + E + ,. ..... _ ...+ ...... Ni 1 PO Ih r\ ( E 111...1 , .__._...__ ....:...... ,1111.. + 1111 1111 1111 "I I ,1111 _. i : 111....1. AD. ,4.38 1111.. _ _ WIDTH AND DITC , PAVEMENT �•� f . 1111 ........... ___ 1111..... ; 1111... 11:11 ... 111.. , lb 11.11_.. /' N . , 1 4 _ _ _ ._ _ 1111...1111_._ , ... ......... . 1111 . _1111 .1 1111.. ............1111.... _. ._..... a 1111... 1111 1111 �/� W 1111 ._1111_:. .. .. .. .... ......... E 1111 _ ..:.......... ..._._._.... 1111... ., ......:....... ................. r.. 1111. ._... : 1111.. _.._ _ .. 1111 ........ 1111 ., _... 1111 SECTION DETAIL SHALL BE STRICTLY AD HERED T0. \ .. ..: p \ \ \\ .\\ \\\. "\ \.\ \< . \' \.. \ M \ \ i + , i ' i +_. u? cc> ! t E ' i 3 i 3 E +. , D i Q , �h (,Q„. + i , , .... _....... 1111. I i ..t..... E, ..._:..... __.. L....._....... L it.... .. ... _. 8 ROAD P LAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION ) PLAT . -z : \ . \\.. \\ \ . \ �\ .. 6 co .^w : : ..................1....11....1 t ; : PROPO ED S _ GR AQE : �..................;._.. : . :. ......... : + ........ .........._ .. .. ........: ........._ .......... __. 3 , ... 1111 ... _ .:....... ......._ ... ..,..� ......:... + 'i' ... : .....:..... .. .............. + : .; ......................................._L E i 1111 ... ............ E _ 1111 .. ........ C. hl.it...Mx,..[............._..,.__......._...........r................., 1111 1111 .. ALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE O M I� • __...... r7 _. _....... \ ................ ............... .............. ,. _ _ 1111.. .......... S ... .- .. ..._._. 1111 11- _ , ___..... _..._... 1111... ....__.._.. .. ___.:......... ............. 1111 ...._..... 1111.... _...__. _........ i - _ 1.111 _ 111.1. _._....: W . ... ............... t __ . .. . W _ © ......_ z .... ..., �i _ -. i , 1111... I , _ ._ i ............... .. . ,.... ... I i E .. _ _ ., ; _., t 1111... . PRIOR TOS IGNING AND RECORDATION TH N E APPROVAL OF THESE PLA NS SHALL BEN D ULL AN vo1D. - PE . .............. _.. _.._........ _ 1111. .. N .............. ....._...... r7 \ .......:..._.. 1111... ,................. , O + 1111,.. E}9 ...._._.... .......... . P..._..._..... ......._...... `, . ... ."..._ .._. _ �%% cv +,,. 11._..11.. + _ ........_.._.. _..,_ .................. : . . . .. . ................ 1111 1111_.: t : _..... _........... i 1111 .. ........ ................. ..........,......... .. 1- _1111_.. 111 1 ..............Y.... .. ......... _.. _._...,... ,.. ............. ..._......_ .....:...... ...............Z ...._..� .................. , ................ ... 1111 ........_........ 1111.. 1111. 11,.11. _..... k -__....._......, ............. .. ............ _...................... .............. .......... : , E .. 1111. 1111 1111.:. 1111. .......... _.__ i ...........__ _..._ 1111... ...._. 1111_ ......... .. 1111... , .. 1111.. , _ I.._. 1111 , ..1111. 1111. 11,11.. ,1111 i z I , 1 '^ O.. ; y : V \ E 1111 w 1111_ ... ............. ......_........ \ : ; :1111./ U ,! .. _._...... m k _........_... _..._ 1111 ' < 1111 ............... _'.... 1111.. ... ..._4. I .. , ... .,.. .. 1111.. _....... , ........F..... .. ........ ., f .. .. 1111. 1111. ... ( 1111.; .....�.... U > k .. , __. 1111.. 1111.. 1 ... I �.. ........... ........ 1111. .. ...._.... 1111 ............ ..._... .. 1111 _E. ; . .. . 1111... t ....t .... _.... ...._._ .. ..1. 1111 1111... . 111 1_.. 1111 ,. .......... �.. 1111. 1111... .. _.......... 1111 1111. 1111 __.... _...._......, .. 1111. �. ............. �. . ;.. .._ .. ....... ... .. 1111.. _ ................. r CO ........ : t ....... .. ........ ........... + O 1.. , \: t t ... .. ........... 1111, 1111.. �.. 1111 ............. ............. .. _....> :...._...... ......:... 1111 ............. ... ... .......: _._...... ......... , : ........ .____. 1111 .. ..................... ,, + i i E ._._._.... ......... ............._ . _......... , i . ............. .. ,....._.. 1111 ............ _... :............................. i ! ... ......... i ....1..111...... ... ..........._._...... , i ; ! �- 1111... ........ 1111... 1111.. 1111.. ; 1111.. .. 1111 > ..__.. 1111 . ............. i : h.... k 1111 _ k i_ I 9 ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM ) ................. i .......__.. cn w _ i _ _ .......... ........ ... ......... O Cfl \ ........ _....... ......:.._.-_1111 ... 1111... '. 1111... ... 1111_ ...._.... E , ti ...... _m ............ :. .._._ _... , .. _.....:_.........:............ _1.1___11. .._...:._. ..__.___ ....._......... 1111.. ._.._._.. , 1111. _..........._ 1111 . _ .. , ..>_..... .......... .................._ . ,.. , ___. .......................... 1111.. �..................... ...,._... _ �_ 1111.. .__..._.... N I _.__.,... ........................ I _ ..__. __.......:... .._ .._............_ I © '; ... _._..._ 1111..._ w ..... _. ............... . __... i .. 1111... .. ` E L.__.. E � _. ,1111 11111 - 11.11.. . E WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL a KEVIN D. CONNER LA DEVICES. AND THE ALBEMARLE COUNTY ROAD , U U 1._111 , . _ _ `, _ 1111. -- _ [._ i , O U k _ ..., 11.11........ - - - r , .� . NAMING AND 5 :.......... > > . ; !...................................... _.................... 1111 .._ ......... a........._ _. i : U v 11..11:. 1111:. i , + ,111.1...".. : 1111 ....................::.........11.99. I : , kk I e ....,_. i... , PROP ERTY U A MANUAL. 111.1.......... ........... m..m .............. ........:... 1111. _ ......... .__. - U U :..._ .. ........., ..�.... 1111 w w .. ... _ 1111 .. ... ........... _. .........: 1111 .........:.. 1111:.. 1111 .. ........... 1111.. .. ......_.. ._..... .... ...,..... . _.,.... ... - "� 1111 _.....__.. ... ..__...... , ...... 99- _. . 999.9. _. ............_.. .........._...._..._. .. ......... ........._.._. 1111. ............ ��., v \ ,• 1111._ ... . ..:99.99 1111 �. .. ......._.� ......_.......... _...:....... ........ ....____.. ................. 1111.. 1111.. .........N............. .. 1111 1111. 1111... ............ .......... ... .. ....... .......... ... .........._........ .. 1111 _ 1111. ... ........... ........._, 1111,. 1111. {' 3 1111 t. .__.. .. ............... ........ . 1111 999.9.. 1111.. ..1111 1111.. ......119.1... , 1111. ........... ...__..... ....... ......... 919.1....... .. ................. Q ..; , ......... ........ 1111... .. 9999... _.. ......... ,........... 1111.. .... ..:...... 1111 .1111 ... 1111 .......... + 11- - _..,. .. 1111 ......_... 1111.._ :... _.. . ;.. ..., q . .. 1111 ...�.. -: .... 1111 _ _ , ... .�......_._._ .......... , 5 %O ........_.. , ; , :..... 1111 ........... 3..... ;.. 1111 ... 1111 .. 1111 ..:...... i _.. ..._ ... a. - T :-- 11,11... 1111. V, I\ , ( ......... 1111.. 1111.. .. u7 ......_. .__.._.. 1111... ....._. 1111 :. .. .I.. 1111. _. _99, ...... . - .._ A i. 1111 .. ... �_�.... 10 TRAFFIC CONTROL OR OTHER REGULATO S ) RY IGNS OR CJ W T ES, LHS , , "................ : : : E i : , : -- _ _ E e \: 3 t ', + , + : i i E : � ,, , ?� : E I k .�_... ... _ ...E f rn 1111 1 ...+1111. _. _ 9999 _. ... ..,E . ..I._. i _ �.. _ •....... _ /y1 _ 1111 W 1111.. ap /^� , ... ' .. ... k _ 1 I 1111'^ ... ... W .. ._ 3q O BARRICADES SHA LL BE INSTALLED BY THE DEVELOPER WHEN, IN o \ _. __.. _... _... _ . .......... .. ................. 9999. .9...11...1. : . .9.999:.... ....._.. a ._.... _.._.. , , , .....:...._.. ........... 11.,11 i _. ........._..... .._............. 1111, m_ ........ ... \ \ r j .. ............ ....._....._: ......:.......... , t ., _., _ , ....._..... 1111 1111__ E , ........ _. : 1111 .. .......... ............:.......... . .,.....:........ 1111..,. ... ............... ... ._...... k...... 1111.. .....:..... ....'__....._ <_ .............. 1111. ....a............. , 1111..... .� ... _ ..............: .. ........... , 1111... 1111.... ........ ..._..... � : �.__.. 1111. , rn.... 1111.. .. ................ .. .......... , . . t E , ... .........: . ..1111_. ............__.... :. .. i ._. 1111 1111... . +.. o i ......... _..... i Yl E .. .. o , k 1111... ............ �.. ... 1111. , 1111... _. �. •..ill .__... ..._ , THE OPINION OF THE DIRECTOR OF ENGINEERING OR THE \ \ \. \ \. "::: . :`:\:.\ .x\.. \\\ . \\... .�.. \ \ \,.\ \ \ .: \ \ \\, o\ \.. ,..\ :\ \ \ \\\�\�\ \ \ \ \.. _......_. _......... ............._� .. .......:...._._ 1111............... ..........._. . : : ' t ; .....:.... ...._... .......... ......._........ ____.:. : , 1 1111...._...... ........ , : ....,..Y 1111.... a.... - 1999..:.... ................... I \ i : .i. .............. ... �._ : , o i : E ' , ; E x , I E �'� E / i 19..91... 9999__. �I i i Vim .,, i i , , ; E E i , i E : r.. t N I\ 1 .....i.._. _ 11.11. 1111 .. 11.11 1111 £ - 1111._ 1111 ,1111. _1111 E u7 u7 1111 Cp E .E... ...W 1111...... + ' ^ '^ in .. �... 1111 1. .. ..�.. .......... ........ .. .._ 1111.. E 1"1,... ...3 , LLJ d co .._.E . .0)1 `. 1111. 1111. 1111 I.fl........ t J 1111 �_. _. DIRECTOR'S DESIGNEE THEY ARE DEEMED NECESSA RY IN ORDER , TO .\ �'... \.,..,.��\p... \\\\ \v..i�\\\\\..a ...v.�� 1111 _ _. .. 9.1 1 1 11 ........... 11.. 1111..... ._ ...... : ........:. :........ 1111.. .......... ... 1 111 .. ........... _ . .....9.999 _........._. .._._....... ...:.............. a ........... _.._:.... : ..:...,..... ..................... I. ... 1111 1 111. ..1.._9...1.1.. 1- .._. ... _ :......_�...... .......... _.... ............ 1 T - _ :.............. ...:.._._.......\ 11'11... _. .1111.... r: ` .......... ... 1111...1111_. 1111__....... 1111 ;.. .. ... 1111 ._...... ...._.. ... 1111. -. 999....9..._.... 1111 . /: _..� �- i I I . ............_.. ............... ... .. .._......... 1111, .. 1111.. ._.. - + op , ,1111... _ 1111., .. ... , _ .- E.. E..... .. ... co _ rn. • 111"1.. E...,. +. 1111 •.O ''^^ W PROVIDE SAFE AND CONVENINET ACCESS. ALL SIGNS OR OTHE R 4 .. . ... ............. . ... 91.1 , ..1.' ............... .,......' : 1111. : + ... E j ,<. ,. . .................. ......�. .. .. + .:....::.......:.......................i-__...-:..:-..-:..-...-.�..-..�..._..�. n .-.. -,.. 1111-.._._..�.._., .. ........ }- f............ ......:..... ... 1111. ..:...... .. : _ ........... d .�... �- cfl . 1111._. 1111... 1111 1111,. ..,x 1111 1111 L._. ..1111.. _. _. 111.1........ I _........................... ....:...... ... .. ._.. E ..� cn w 1111.... 1...1.91. .. .. .......... ........_. 1111 y { I\ 1111.;. cD. 1111. N REGUL ATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL 014 , HORIZONTAL GRAPHIC SCALE 30 15 _ 1111_ ......._. _ 1111 ......... : _ �_.._..._..- 9999 _ ................:.... ... a 11 .:..19.. _9 ..111.__.... ...._ . . ,.. 999, 9... .... _9999._ 1111.._ .. e __.._...__ t _ _ _ , . w 991.9 11.11. > _ - ._ ....: ....... ...t . ,' + ..9..1.99. .. _... U U > ' _.._ - w - > > . ! 11.11. _ ,_ >_.. co r-. o 3 + UNIFORM TRAFFIC CONTROL DEVICE S. \ \ r \\ \\' \. \ \\ :\ \ }, \. \\ \\\\ ? _ I 1111.._ _ . 11.11. .......... ..9..999........ ;_ __.9999 , 11.11...., . ..1111, .. ..1111. -_ 1111 1111 1111... _. "1111. CONTRACTOR 1111, 1111 1111..,... .____ _ SHALL INSTALL VDOT ; CD ;1 AND ................ ..............._ 1111..., .__.. 11 1 1., ......_......� ______, .......... _ D 2 .,..._ U U E 1111..... i _ i w w .999;.1._ -1.11 m m ......... --... _ . ' .. __. . k cn.w� w eco 11 THE SPEED LIMITS TO BE POSTED ON SPEED LI MIT SIGNS ARE 5 a \\. \. . ` `°```"" \\ � ` ..9.999... .9999..._....... i- ......999..:.9_.._..._.. k : 10 5 FEET _._.:-9--.11....-, 0 IE_.. .... .. _.....__ 4 a ........9, .. ..99...99 ........ ......_.. �..._......_.. ... ......__ .. _...._._._. 1111 _. 1111. ... .......... ......... 9999........_ _-__...._............ __.__.._.._ ......._.... ...x. ..............1111 E . ..:..... :..1111 ....... .. ...1111_. _.. _. ., ... _.._.. ROADk UNDERDRAINS AID _EW 12 _. _l_ ENDWALLS IN 1111.. 9191 m m __.... 1111 ..:.. .......... :......... .....9"919 :. _. ;' L 1111 ..€1111... ,. .._ ...'_. 1111.. _ .. _ L 11.11 v . v ... i >.> > > 1111 cIi.w MPH BELOW THE DESIGN SPEED OR AS DETERMINED BY VDOT F oR _ _. I 1111 1111._ 10 ---- 9999 VERTICAL GRAPHIC SCALE .......... ..... _1119...... _ , 11.11... ; ... 1111 11.11... 1111.. .. .._.... _ ..._.. . _. . _.._. .._....... .. ......'... ... .............. .. .... 1111_: _,.._....., .."_. X.SI[NG 1111 _., 1111 .... .........- - 1111 EXISTING 30 CMP _. �_ o CCO DANCE A R WIT VDOT OAD. _AN B IDG R D R _ 9999__ „"1111._. . E : 9999 - 1111._..: _ _ i , _ ........ 25 S G R HT1 DISTANCE ;.... _ .. , 1111. + 3::5 EYE HEIGHT 1111... 1111.. , 111.11_ m .. 1111_ .. HE CHT;.. _w.w mm_ c..._ �� .1111__ > > PUBLIC ROADS. 177 0.3 .. ........ : , ................ .. .......... k ... .. ..:... .............. 1111. , t _............ 1111_. E : !.. _.....;....... 1111. r .................Y 1111... 1111 .. .,... _._........... 3 , .. ,1111__. _ _ GROUND : , , ,.......... ....._......... E .......:. 1111..., 1111.... � r , ._u ......... ........ i 3 ST ANGJARDS_ .' 1111. .. 1,111 t f . :. 19.11,... t..... _._...... i �._ .}1111 1111... 1111. }1111 1111... ........ ......... ........ .. 1111. 1 ! : t 1 _ I ;3.5 .OBdEGT , _ w.w - - -\ OT STANDARD CD 1 OR CD 2 CROSS D 12) VD RAINS UNDER TO TO \ .. +.: \, \ \\ \:\ \ \\ .\. , \\ \. \'Z\ \ \. �.. \.\\ \\.. \ \ \ \; \, ", .,,\ \ 3 : : BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND .\\ :\\\. \`\. .O. \ \1111.. _\,,... .. \ .\. \ :\.\ ., FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PLAN AND PROFILE rn � rn d . r7 a°'o O o N rn ;° O rn � r7 � � K) 00 in ;: rn � 00 N co N r- (O r ROAD PROFILES. NN co . . 000 ,n (0 . r�iu7 ,n u7 r;� d- in 't '. q* •� � or7 � n d d- rriqt � eco �. oiO d O in 00 LOO u7 6i r` t` d r` 13) A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM co co co cfl co co co co co up co c� co c0 co ( co cp co tp co co co co c� m � co (0 SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA \ ` \ \\ \ �\ ;� ` `S 0+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR "a`' ` \\ :: 17+00 17+28 PRESENT. C3-01 , ... . .. .. .... . .... .. E3 E "I D111 KAIARK �4,',,_ 1 ,�,',--,,-=� E ` ... �-M � ,�� �'+-- : � �� - 11 I �,�,,�-�--i:,�,-"!""i"""-""��"",-?��,-"--�,�-'--", Z, �VMI'1, j �, - RA ", L I � ,--- ",�,"',�dIlf"'! � � I ir . 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ALL FILL MATERIAL TO BE APPROVED . .. 11`1 1. _� _ 1�, 1, 1'\ \ , \ , "" "" \1 \, I ". -1 - I", ,,,, I" . \ , I", - K" . -_ --- ,,,, 11,� I� \ �\ `� ,, I , - � 1\1 \ \ 11�, "", I , I , NGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT I ... ) . �, ,,,, I", 1,,� I " I-, \, " \ 0__ 11�3 1-1 III II, I, 1, 3 632 _,_ - 1, "I Is", I Qy, CEE-56-67A .. . ....... ... ... ... ", 1- , 1� �� I" I" "', 1, \11\� 11, I I," \ ,� I � DURING CONSTRUCTION OF DAMS. TAX �AR 1-1 _� "I I I,, \11 , " \ � , 'k I'll, " 11 2. PIPE AND RISER JOINTS ARE TO BE WATER11GHT MTHIN STORMWATER ----- - - -, " ` � �Ii 01,11 L. _t,` - - , , 1��__ \, - - - � , � 11,; " \ " - (5), SH�EFLEE, L , \ ,,,, " z, \ \ , \� , " - I DRY SWALE I I \, , , I I " \ \� ��,, ,,, I", -4 `,�,: .... I I _�, I MANAGEMENT FACILIITIES. T1\1 _ ' - I _' �_` 77 7 ' MAINTENANCE EASEMENT , , I \\ : " _ * _ \ � I F PARCEL 1,D.B. 1169 I'DITCH TYPE B . 634 -1 -- -1 *-1-1 .... I ", " . �, � __ ', � 1\ 1-1 I \ I\ ,\\ \ ""', - I� - �1, 1 60' L111"', 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED -.111""I'lil", D.B. � 086 PG. 583 __ , " . __11 I" " I "� I\ 1\11 \ \_ ... ........ , ", 11 I", '\ ` I'll ";�, I -------...-------- " \� I I " -,.\,--,\, ---''\, il\ , I TO PERMANENT STORMWATER MANAGEMENT FACILITIES: CONVERSION IS NOT TO I " ,�_ " ____ ,,, I - I ,_`:�: .... ... - \ I, , , \, , I -111_ - _�� " �\ � , � " , . - (A _,_ _�_ .�.�, ` 11 1�1f _ "I", -1 _,�,,� , �,\, � ", _i��'\, 11 I,, _, ,_ I , ", -1 . - 1� T 11 1\ I � I I I . .. ..... ... , " I , , � 1 �1_4'_�� "'." I,I I � I, i'\� , 11 ... ... - �I "' \,I ��, ... TAKE PLACE UNTIL THE SITE IS STABIUZED, AND PERMISSION HAS BEEN _ ___ ,�� . _ . ......... . . � ": �� ,7 , ; �_ � ... — . ... . ... 7:7 -1, "I'll J1, 'L, 1. - � I � ��, 6 I'll, I'S�,\\ -, I, I, \�\ "" ",-- "', " --X,� � , , I "I . - _-1 "I'll -77 I" 11.1 11 -I, � I ,� .... - I "I ", , ,,,� _.. � \ I _---,,: I I , , " , I I " � I I ,\\ " , I I,� j", , - ", _ I � , - I 1��L, "� , , , , , i .. ...... �_ " f � ,� ... �, �, CD � -�'�.� ... - "", . _... �, - ��.'' t_�-;%,,,,' ", ''I -1 I I � \ \ ... . .... 11 , , so 1 1 1 on � I , OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. " - "I ... 1 5 -1.1, I 1_7�,� ,' I'I�I` '�, 11 / - 1�, ", ....... 1 , \ r6 �,.A- - - - � , , , , i " -100 f , t� """ 117-.. — N , , " , ", - " 1, .1 Oft �0& 4. 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(FROM D.B. 1028 PG. 345) 1,,C, J_ z I k_ ''I'll � I'll. 11 � i- - , , , " I / I ,_�� ", 11 lk I fl -11- I I r\, ' 111� ell, Ill" / , �'. 14 �' - f"f� ", I , , , �I / / I / / , / / 00" , �1"I'_,1,11 I _= , � / ,/ ,�\,J, , i., - 1_1 \11, , /11 / / / / I, 11 " , ., \ .. I I", "I ,/ "I I / // I/ / Z, / / I ", I/ I/ / III Z. , . - . ...�'. GRAPHIC SCALE z 11 11 z ,I \ L= 1 2 5, 00'-,,- � I/ " / 11 / I/ / / / .11 30 0 30 60 III z I - /--7- , " , " /� � -i� � "I , / / // / / , / ,_�, " - , - * 11 z � ,,,, 6 _� U Z", I l-," D " ITCH TYPE A , "" /' / / I / " / I ...... I. � -,f " ,�-vy.- 11 ...- wmm%m � i� III 11 z � -.1 11 "I "I �S,I I "I' I // / '-"J " � . 11, . 11 I" d , \ "' - , / I I / ,z �� ..... z z , -`;i , I / / "I I I I" TAX PARCEL 56-67B 1 Inch = 30 ft. z 1\4 / " I/ -N ... . . . . - " "I x III "' \ , t,,,�,I -I i ',-,,-,, c,-,,?� W , / I , / ", � 1-1 .11 ,,i� ', / / . -<\- I" " I & / , , , , '' MARTIN & BARBARA L. SCHULMAN , �,\ ...... / � ,1� ,�. _-, , "' , 11 I", "I ., - _. \ ___ -, " �,, / <�� / /I �,�, Ix 'c'f_�I , .. -I' z . I" ., , 1, I <� � -�,?, PARCEL 1, D.B. 1169 PG. 455; 11 dc) �� N z APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT �, -1 ""� .. .." , 7r,Q. -1 I v , I I I h, 1\ - I / <-,\ / 11 - - ", . 1111'JJ'11c'f F) Q 1 r) 1) Q [D (� z I , A- ,�, ,0 I - - .!.. — -"— . , "-7 I Q) . I Z Emil . . 'i 5- UL�L, .. --Jp. !!) z Ln . . . . * 5%6. or LL, N c1c Rol own 03 1 __J =) b U-11 LU F� LJJ m U rr) Z� r - LU a- 0 < IZT 0 U +� r�4 En a Q) E E z Q) m ",_ ", 0 Z :5 +� C . L, V) *_ . * 40 r -i "u, z < _0.�= --, L, 'i, L_ > (::) m -cc 2 >__� ,�! , 1-v r, c: U L. -0 QD -j r, % (a C < zuj m S ,0,0 ,� >� M --a - a �:- - 00 @) On 0 am 0. 0 - - C: "'t a �: ') �: 'D U) 1+ r14 ._m - c:) - OK r-4 +, . . ,zt .t= 3: (1) Ln .. IV, . LA C: - -.F - - � " 0 '' .0 .m _I_- _,_- x. E QJ P)L,-, U 0- Lb _]� The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. U) i I 1, - i I , / I � z � � I I : , 4 z I - - I 0 1 , - I '! I 121 I � k - ) < z I __J co C:) , I I 75 L.L I I > on �z � I z I 0 Ill- � I � � I , lqr- � , � z I � I Z � I 1 / C:) I I � . , I 1 , I 0 I 1, ! ommj\ ; N U �,,, , � ,,q -, I � I "" _p I 8, U) Ir— I I f, "9+00,; I � 0— I I I I . ..... ,k,\, BEN CH MARK - P I K E 13E T 11,11 11 I 1`-', A 1 L 111, 0 A D I I � 11 I , ,46k,11 �',,',', \ `�' POLE ...... I— --,--`- I � � . . ............ BASE OF' UTILFf � � f � I I � � VEPCO ,,`,�',I'\1G--78 , I � ELEV.6 ,t, 5, 6 i ' . M', ! � i I; i I z I (NAVD 88) z ,,� I I ! !! TAX PARCEL 56-67 , I I Z� I I ", ! f BEAVER CREEK HILL � I �1 � � I I / � � I I I 1� � z : �i I I I �\ � ff" ! � f I I 11 z D.B. 2609 PG. 387 \ I 1 1 1 )+50 i ZONING: RA � ; , I . � I I , . 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' - , " ,� " \, , \ 1� I , " ""I . "", " I �, , , I - � ", " " ", I \ , _ �. __ , __111 11-11 "', 11 11,� 1'� , ",, ,\\\1 \ I \ � "I 1, I \ \1 1. ALL DAMS AND CONSTRUCTED FILL TO BE WTHIN 95% OF MAXIMUM DENSITY C, . �. 630 ___ __ I", 111. \\, \ I" III \ \ ,,, , -�� "I I "I AND 2% OF OP11MUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED . .. 11`1 1. _� _ 1�, 1, 1'\ \ , \ , "" "" \1 \, I ". -1 - I", ,,,, I" . \ , I", - K" . -_ --- ,,,, 11,� I� \ �\ `� ,, I , - � 1\1 \ \ 11�, "", I , I , NGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT I ... ) . �, ,,,, I", 1,,� I " I-, \, " \ 0__ 11�3 1-1 III II, I, 1, 3 632 _,_ - 1, "I Is", I Qy, CEE-56-67A .. . ....... ... ... ... ", 1- , 1� �� I" I" "', 1, \11\� 11, I I," \ ,� I � DURING CONSTRUCTION OF DAMS. TAX �AR 1-1 _� "I I I,, \11 , " \ � , 'k I'll, " 11 2. PIPE AND RISER JOINTS ARE TO BE WATER11GHT MTHIN STORMWATER ----- - - -, " ` � �Ii 01,11 L. _t,` - - , , 1��__ \, - - - � , � 11,; " \ " - (5), SH�EFLEE, L , \ ,,,, " z, \ \ , \� , " - I DRY SWALE I I \, , , I I " \ \� ��,, ,,, I", -4 `,�,: .... I I _�, I MANAGEMENT FACILIITIES. T1\1 _ ' - I _' �_` 77 7 ' MAINTENANCE EASEMENT , , I \\ : " _ * _ \ � I F PARCEL 1,D.B. 1169 I'DITCH TYPE B . 634 -1 -- -1 *-1-1 .... I ", " . �, � __ ', � 1\ 1-1 I \ I\ ,\\ \ ""', - I� - �1, 1 60' L111"', 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED -.111""I'lil", D.B. � 086 PG. 583 __ , " . __11 I" " I "� I\ 1\11 \ \_ ... ........ , ", 11 I", '\ ` I'll ";�, I -------...-------- " \� I I " -,.\,--,\, ---''\, il\ , I TO PERMANENT STORMWATER MANAGEMENT FACILITIES: CONVERSION IS NOT TO I " ,�_ " ____ ,,, I - I ,_`:�: .... ... - \ I, , , \, , I -111_ - _�� " �\ � , � " , . - (A _,_ _�_ .�.�, ` 11 1�1f _ "I", -1 _,�,,� , �,\, � ", _i��'\, 11 I,, _, ,_ I , ", -1 . - 1� T 11 1\ I � I I I . .. ..... ... , " I , , � 1 �1_4'_�� "'." I,I I � I, i'\� , 11 ... ... - �I "' \,I ��, ... TAKE PLACE UNTIL THE SITE IS STABIUZED, AND PERMISSION HAS BEEN _ ___ ,�� . _ . ......... . . � ": �� ,7 , ; �_ � ... — . ... . ... 7:7 -1, "I'll J1, 'L, 1. - � I � ��, 6 I'll, I'S�,\\ -, I, I, \�\ "" ",-- "', " --X,� � , , I "I . - _-1 "I'll -77 I" 11.1 11 -I, � I ,� .... - I "I ", , ,,,� _.. � \ I _---,,: I I , , " , I I " � I I ,\\ " , I I,� j", , - ", _ I � , - I 1��L, "� , , , , , i .. ...... �_ " f � ,� ... �, �, CD � -�'�.� ... - "", . _... �, - ��.'' t_�-;%,,,,' ", ''I -1 I I � \ \ ... . .... 11 , , so 1 1 1 on � I , OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. " - "I ... 1 5 -1.1, I 1_7�,� ,' I'I�I` '�, 11 / - 1�, ", ....... 1 , \ r6 �,.A- - - - � , , , , i " -100 f , t� """ 117-.. — N , , " , ", - " 1, .1 Oft �0& 4. 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(FROM D.B. 1028 PG. 345) 1,,C, J_ z I k_ ''I'll � I'll. 11 � i- - , , , " I / I ,_�� ", 11 lk I fl -11- I I r\, ' 111� ell, Ill" / , �'. 14 �' - f"f� ", I , , , �I / / I / / , / / 00" , �1"I'_,1,11 I _= , � / ,/ ,�\,J, , i., - 1_1 \11, , /11 / / / / I, 11 " , ., \ .. I I", "I ,/ "I I / // I/ / Z, / / I ", I/ I/ / III Z. , . - . ...�'. GRAPHIC SCALE z 11 11 z ,I \ L= 1 2 5, 00'-,,- � I/ " / 11 / I/ / / / .11 30 0 30 60 III z I - /--7- , " , " /� � -i� � "I , / / // / / , / ,_�, " - , - * 11 z � ,,,, 6 _� U Z", I l-," D " ITCH TYPE A , "" /' / / I / " / I ...... I. � -,f " ,�-vy.- 11 ...- wmm%m � i� III 11 z � -.1 11 "I "I �S,I I "I' I // / '-"J " � . 11, . 11 I" d , \ "' - , / I I / ,z �� ..... z z , -`;i , I / / "I I I I" TAX PARCEL 56-67B 1 Inch = 30 ft. z 1\4 / " I/ -N ... . . . . - " "I x III "' \ , t,,,�,I -I i ',-,,-,, c,-,,?� W , / I , / ", � 1-1 .11 ,,i� ', / / . -<\- I" " I & / , , , , '' MARTIN & BARBARA L. SCHULMAN , �,\ ...... / � ,1� ,�. _-, , "' , 11 I", "I ., - _. \ ___ -, " �,, / <�� / /I �,�, Ix 'c'f_�I , .. -I' z . I" ., , 1, I <� � -�,?, PARCEL 1, D.B. 1169 PG. 455; 11 dc) �� N z APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT �, -1 ""� .. .." , 7r,Q. -1 I v , I I I h, 1\ - I / <-,\ / 11 - - ", . 1111'JJ'11c'f F) Q 1 r) 1) Q [D (� z I , A- ,�, ,0 I - - .!.. — -"— . , "-7 I Q) . I Z Emil . . 'i 5- UL�L, .. --Jp. !!) z Ln . . . . * 5%6. or LL, N c1c Rol own 03 1 __J =) b U-11 LU F� LJJ m U rr) Z� r - LU a- 0 < IZT 0 U +� r�4 En a Q) E E z Q) m ",_ ", 0 Z :5 +� C . L, V) *_ . * 40 r -i "u, z < _0.�= --, L, 'i, L_ > (::) m -cc 2 >__� ,�! , 1-v r, c: U L. -0 QD -j r, % (a C < zuj m S ,0,0 ,� >� M --a - a �:- - 00 @) On 0 am 0. 0 - - C: "'t a �: ') �: 'D U) 1+ r14 ._m - c:) - OK r-4 +, . . ,zt .t= 3: (1) Ln .. IV, . LA C: - -.F - - � " 0 '' .0 .m _I_- _,_- x. E QJ P)L,-, U 0- Lb _]� The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. U) z 0 119::�: < ai < z 75; __J co C:) 0 Of 75 L.L (::) > on 0 Ill- >� I-_ z c) 2 lqr- Z) 0 Z U) C:) 0 0 > , N U LLI _J x U) Ir— 0 0— 0— < ,LLJ W 3: 3: m _J < 2 W T r, Q, ,� I C, ,1 12 HN T. NEEL '5 Lic. No. 035780 I 191* I 12/30/14 �*v I L �v ���-IONAL e.;W NO. I COMMENTS I DATE E: ' I JOHN T. NEEL, PE ' I KEVIN D. CONNER, LA a - I(D C� LU zo I TES, LHS I 11/26/2014 1770.3 SiTE GRADING PLAN C3-02 Typical Gravity Wall with 28" Blocks No Scale Note: Load Condition A Shown (No Backslope - No Surcharge) Move Blocks Forward During 28" Top Block Installtion to Engage Shear SETBACK = 1.25" Knobs (Typical) (4.0' Batter Angle on Wall) Ground Level Exposed Wall Wall Free Draining Backfill to Extend at Least 12" Behind Wall Height I F.A Non -Woven Geotextile Ground Level 19.7" Fabric (If Specified) Bury Depth HEIGHT 2.0" AREA PER UNIT 28" Bottom Block Leveling Pad Q SURFACE OPEN AREA >90% Perforated Sock Drain BASE MATERIAL Crushed Stone BIOLOGICAL &CHEMICAL RESISTANCE UNAFFECTED BY MOLD, ALGAE, SOIL BORN CHEMICALS, BACTERIA, AND BITUMEN Leveling Pad -14 TO 185'F NO SCALE 320.02 PSI COMPRESSIVE STRENGTH (FILLED) RED—ROCK RETAINING WALL STANDARD PAVEMENT 2" V.D.O.T. SM -9.5A ASPHALT SURFACE COURSE 8" V.D.O.T. 218 AGGREGATE BASE WELL -COMPACTED SUBGRADE GE -701 I TYPICAL PAVEMENT SECTION I 2" 57 STONE 6" 218 AGGEGRATE BASE WELL -COMPACTED SUBGRADE I STONE ACCESS PATH I EXISTING 50' EASEMENT (PARKVIEW DR.) 4'-0" 6'-0" 18' to 24' PAVEMENT MIN. 3' go 9 to 15 3'�'�—GUARDRAIL TRAVEL LANE TRAVEL LANE WHERE 1/4"' 1' SPECIFITDAIIE 3 CL - SEE SHEET C3-01 1 /4':1' FOR CENTER NE LOCATION ALL DITCHES SHALL BE 1' MINIMUM DEPTH. SEE SHT C7-03 FOR SPECIFIC DITCH SECTIONS. STREET SECTION IS FOR GENERAL STREET CHARACTERISTICS. SEE SHEET C3-01 FOR FINAL GRADING AND STREET ALIGNMENT. DITCH CENTERLINE LOCATION EXISTS INSIDE AND OUTSIDE NO SCALE THE EXISTING EASEMENT. PROPOSED ROAD CROSS—SECTION 11) I" / rn - c' 0 C rnC 'rn c Q) o. Z LC w; Z 5 Z W / C M O � t N L O) 1- C) p r �r xc PRE-ENGINEERED \/f\f\\//\//\/X SEGMENTAL WALL X� UNITS (VERSA-LOK OR EQUAL) PER•4 MANUFACTURERS 12" NO. 57 SPECIFICATIONS It/ STONE it .�f\f 4" PERFORATED HDPE PIPE TO DAYLIGHT 6" MIN. COMPACTED SAND AND GRAVEL NO SCALE GE -61 NON—CRITICAL RETAINING WALL SECTION SPECIFICATIONS WIDTH 19.7" LENGTH 23.6" HEIGHT 2.0" AREA PER UNIT 3.23 SF UNIT WEIGHT 1.24 LBS/SF SURFACE OPEN AREA >90% INTERNAL VOID AREA >95% BASE MATERIAL 100% RECYCLED POLYPROPYLENE BIOLOGICAL &CHEMICAL RESISTANCE UNAFFECTED BY MOLD, ALGAE, SOIL BORN CHEMICALS, BACTERIA, AND BITUMEN SERVICE TEMPERATURE -14 TO 185'F COMPRESSIVE STRENGTH (UNFILLED) 320.02 PSI COMPRESSIVE STRENGTH (FILLED) 6,351.70 PSI GRASS TYPE (SEE NOTE 4) GRASS CELL INFILL MIX, FINISH GRADE REFER TO TECH SHEET 2.0" MANUFACTURED GRASS PAVER SYSTEM GEOTEXTILE STONE / INFILL MIX (SEE NOTE 3) 6" (MIN.) COMPACTED SUB GRADE ~ SECTION VIEW NOTES: 1. GRASS PAVER SYSTEM SHALL BE ACF GRASS CELL OR ENGINEER APPROVED EQUAL 2. CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S SPECIFICATIONS FOR ALL ELEMENTS OF GRASS PAVER SYSTEM (SUBGRADE, STONE LAYER, TOPSOIL MIX, ETC.) 3. STONE/TOPSOIL MIX SHALL BE: • 70% CRUSHED, CLEAN, WASHED STONE (VDOT #57 OR AASHTO #5) • 30X TOPSOIL INFILL MATERIAL (SEE ACF SPECIFICATION FOR ADDITIONAL REQUIREMENTS) 4. GRASS SHALL BE KENTUCKY BLUEGRASS IN ZONES 6 AND NORTH; BERMUDA GRASS IN ZONES 7 AND SOUTH. NIO Q(`AI F GN11—A0 94 I GRASS PAVER SYSTEM I 0 i0 0 I 04 r ills] "x4" TREATED POST "x4" TREATED TOP RAIL "x6" TREATED SLATS "x4" TREATED MIDDLE RAIL 0x4"x8' TREATED POSTS "x4" TREATED BOTTOM RAIL L 10'x20' CONCRETE APPROACH RAMP, 6" THICK 3000 PSI WITH 6x6-W2.1/W2.1 WWF AIR ENTRAINED OVER 6" COMPACTED 218 STONE 10'x10' CONCRETE PAD 6" THICK 3000 PSI WITH 6x6- W2.1/W2.1 WWF AIR ENTRAINED OVER 6" COMPACTED 21B STONE EATED SCREEN 1o'x20'..............' . ...APPROACH RAMP.......... GATE PLAN VIEW I DUMPSTER PAD SCREENING DETAIL I d W _ X LESS TIHAN D+24" 12" 36' 36" AND D+36" 18" GREATER 4 INCHES OF TOPSOIL IN GRASSED AREAS UNDISTURBED EARTH SELECT BACKFILL IN 12" LAYERS, COMPACTED TO 85% OF STANDARD PROCTOR DENSITY IN GRASSED AREAS, 95% OF STANDARD PROCTOR IN PAVED AREAS VDOT #25 OR #26 CRUSHER RUN AGGREGATE COMPACTED IN 6" LIFTS TO 90% OF STANDARD PROCTOR DENSITY. FLEXIBLE PIPE d=INSIDE DIAMETER D=OUTSIDE DIAMETER FOUNDATION B NORMAL EARTH 4" ROCK 1/2" PER 1' OF H rF 10'X10' DUMPSTER PAD MIN=8", MAX=24" SOFT YIELDING "r "x4" TREATED POST "x4" TREATED TOP RAIL "x6" TREATED SLATS "x4" TREATED MIDDLE RAIL 0x4"x8' TREATED POSTS "x4" TREATED BOTTOM RAIL L 10'x20' CONCRETE APPROACH RAMP, 6" THICK 3000 PSI WITH 6x6-W2.1/W2.1 WWF AIR ENTRAINED OVER 6" COMPACTED 218 STONE 10'x10' CONCRETE PAD 6" THICK 3000 PSI WITH 6x6- W2.1/W2.1 WWF AIR ENTRAINED OVER 6" COMPACTED 21B STONE EATED SCREEN 1o'x20'..............' . ...APPROACH RAMP.......... GATE PLAN VIEW I DUMPSTER PAD SCREENING DETAIL I d W _ X LESS TIHAN D+24" 12" 36' 36" AND D+36" 18" GREATER 4 INCHES OF TOPSOIL IN GRASSED AREAS UNDISTURBED EARTH SELECT BACKFILL IN 12" LAYERS, COMPACTED TO 85% OF STANDARD PROCTOR DENSITY IN GRASSED AREAS, 95% OF STANDARD PROCTOR IN PAVED AREAS VDOT #25 OR #26 CRUSHER RUN AGGREGATE COMPACTED IN 6" LIFTS TO 90% OF STANDARD PROCTOR DENSITY. FLEXIBLE PIPE d=INSIDE DIAMETER D=OUTSIDE DIAMETER FOUNDATION B NORMAL EARTH 4" ROCK 1/2" PER 1' OF H MIN=8", MAX=24" SOFT YIELDING "r OR OTHERWISE AS SHOWN ON PLANS UNSUITABLE OR TO FIRM BEARING MATERIAL SOIL NOTIES: 1. ALL CONSTRUCTION SHALL ADHERE TO THE REQUIREMENTS OF ASTM D-2321, VIIRGINIA DEPARTMENT OF TRANSPORTAION STANDARD 107.01, AND MANUFACTURER'S INSTALLATION GUIDELINES. 2."W" DIMENSION SHALL BE MAINTAINED TO TOP OF PIPE WHEN PIPE IS INSTALLED IN NATIVE MATERIAL IF PIPE IS INSTALLED IN FILL MATERIAL, SCALE "Xf" SHALL BE EQUAL TO OR GREATER THAN "D". GE -72 STORIM SEWER TRENCH FLEXIBLE PIPE)] -0" 1 DIAMETER STEEL PIPE TEEL PIPE ENSURE POSITIVE DRAINAGE AWAY ONCRETE SHALL FROM POST BE 3,000 PSI (MIN) n lIL,III;(fl I�I,III; III_ Ili_ ;;! 4 N I 5'-0" - I POST ANCHORING ELEVATION VIEW SEE SECTION VIEW 1) ALL PIPE SHALL BE SCH40 STEEL PIPE. 2) GRIND WELD JOINTS SMOOTH. 3) HOT DIP GALVANIZE: AFTER FABRICATION. 4) FINISH COLOR BY 0)WNER. I NO SCALE ,ol 57 STONE alt 20 AlS■Oi l I HANDRAIL/GUARDRAIL I APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT U) �z zW zz s> Ua � � Z "r or I 1.IJ I � > _ WFmu 0 z M w O Z U Q, 4-+ N aJE Z\�c E v a� N 1--iQ) .— 0> 1--ia) � m � -0 Z bA r\ m cH N i 00 mW to V a W o L m o 3 0i \ \ LU U U Cl- w w The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. U) zz O < 00 _Q z CL � > O 0 z U Z) Z U) C:)O O>N LIJ0 U) 1..1�.n 0 < W L 5 °° J Q W STH 0' v J HN T. NEEL Lic. No. 035780 12/30/ 114 sjoNa z Et�ti NO.I COMMENTS E: JOHN T. NEEL, PE ffm KEVIN D. CONNER, LA Iz I TES, LHS ' 11/26/2014 1770.3 SITE DETAILS C3-03 65 62 ......-10 YEAR WSE=636.45 H TYPE: B - 0 .�.�.. _ 12" HDf B3 -B2 0 MO r7 O Ian O C3 CID M cD IW -- 0+00 0+50 1+00 HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET SECTION A- A' 5.0 0 10 VERTICAL GRAPHIC SCALE rr:l11011um to 04 co 1+38 3' STRIP SOD BIORETENTION NOTES: THE PLANTING SOIL USED IN THE BIORETEN11ON PLANTING AREA IS 1. (SEE NOTE 4) PERMANENT SEEDING RISER STRUCTURE WATERTIGHT JOINT GENERALLY CLASSIFIED AS A LOAMY SAND ON THE USDA TEXTURE AND TREES (SEE (SEE DETAIL FOR 3' STRIP SOD JOINTS SHALL BE SEALED WITH CONSEAL JOINT TRIANGLE, WITH THE FOLLOWING COMPOSITION: LANDSCAPE PLAN)ELEVATION DATA) (SEE NOTE 4) MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR - 85% TO 88% SAND J REMAIN FLEXIBLE AFTER INSTALLATION PER - 8% TO 12% SOIL FINES; AND MANUFACTURERS RECOMMENDATIONS. _jI - 3% TO 5% ORGANIC MATTER. RISER SHALL BE VOID SPACE UNDER INTERNAL PIPE RISER AND PIPE IT MAY BE ADVISABLE TO START WITH AN OPEN -GRADED COARSE INVERT SHALL BE GROUTED TO PREVENT PONDING. CONNECTED TO BULKHEAD SAND MATERIAL AND PROPORTnONALLY MIX IN TOPSOIL THAT WILL POOLING ZONE<,.•,.,,°.: SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; LIKELY CONTAIN ANYWHERE FROM 30% TO 50% SOIL FINES (SANDY \ WQV (SEE DESIGN CALCS) PROPOSED PIPE ANGLE. LOAM, LOAMY SAND TO ACHIEVE THE DESIRED RATIO OF SAND ) ;� . ;, 44. _4111 $, r.'• ..;a 4^ 's �:,sm 1r=; g ". ,;' .; �° '�'J \ '�• "iS I SCALE 1:10 SHEET 1 OF 1 WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE AND FINES. AN ADDITIONAL 3% TO 5% ORGANIC MATTER CAN THEN .....'.°^Y'�.sa 4'%g:°✓y ?tiep 3'p.d°' ex.+° wte'•.eb Y ui°%••t'�'.'P`,`' „ �� _;.,;•�.as: ,o .� ; rs4.,.Q:g, -. \ 2 -3 TOPSOIL` t e,; Irv::,;:� : n:.: 0m�� �- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 BE ADDED. •,:; ,��,�\ , �g,�•„ �,���.,^.•�°��x=:1;`,R. ,���;$�x�'�""��."�°#,,,,°°, � SOLUTIONS, INC.,. OR EQUAL 2. THE PLANTING SOIL SHALL BE OF UNIFORM COMPOSITION, FREE OF `\,•Y;.n;r.,b,a:a= ,& ;` g�rENGINEEREDg; n \ ..: �;�.c k SOIL MIX ��� MANUFACTURER'S RECOMMENDATIONS. STONES STUMPS ROOTS, OR SIMILAR OBJECTS LARGER THAN ONE ,,,���� �' \ 3 i4 �Z _ w:� ° °• �.��v =µx a.r'�• we •. • ".- • �.: a. '"A> (FILTER FABRIC OVER n O `- 3 INCH, BRUSH, OR ANY OTHER (MATERIAL OR SUBSTANCE WHICH MAY b P fi `i wT� r, v UNDERDRAIN(S) (ONLY F�>•.xs.,...R:c`..,x„,a �- .= .:. ^ , '\ GRATE OPTIONS LOAD RATING PART# DRAWING# PEDESTPIAN 69EETS H-10 2499COP 7001-110-210 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT HARMFUL TO PLAN GROWTH( OR TO BE HINDRANCE PLANTINGS. 1'--2' TO EITHER SIDE) \ \,;,�...''^�; =r;�': ;, * m °M' i - •\ MIN COVER, 2999033 7001-110-217 3. FILTER FABRIC SHALL BE MIRAIFI 140N OR ENGINEER APPROVED MIN \ A ,„ vt � _' \ �^. 'r`.,�'• .`+e,KaYi^FiF• .,>rhm" ?' :-x 3i'b•F �" r _9990 - C 7001 110-218 2999COD 7001-110-279 TRANSFER 0 FAX 770 93. R LICENSE THE USE OF THE DESIGN OR ( ) N to last y EQUAL. of this drawing TECHNICAL INFO HEREIN APPD BY CJA PROJECT NO.INAME www.nylopla IS 2401 DI 7001-110-075 REPRODUCTION OF THIS PRINT OR ANY INFORMATION OF THIS O 4. ENTIRE BIORETENTION AREA TO BE SURROUNDED BY A ,, \ ��\ �\ CONTINUOUS 3 STRIP OF SODDING IMMEDIATELY FOLLOWING 3 LAYER OF PEA GRAVEL �� \\ y\ \>�\� 12" TO INVERT STABILIZATION. CLEAN #57 STONE \\ \ \ •,° \ \ \ \ \ \ 6" PERFORATED \-FILTER FABRIC PVC UNDERDRAIN SEE RISER DETAIL FOR ELEVATION DATA I BIO -RETENTION FILTER I BIORETENTION SEQUENCE OF CONSTRUCTION: x 35.00 ***BIORETENTION FILTER SHALL BE CONSTRUCTED AFTER SITE WORK IS COMPLETE AND STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. SILT FENCE SHALL BE INSTALLED AROUND THE BIORETENTION FACILITY AND MAINTAINED IN ORDER TO PROTECT IT FROM I I II PREMATURE CLOGGING AND FAILURE.*** I 1 • F 1) INSTALL EROSION AND SEDIMENT CONTROL MEASURES FOR THE SITE. I I 2) GRADE EACH SITE TO ELEVATIONS SHOWN ON PLAN. INITIALLY, THE FILTER FLOOR I I SUBGRADE i ; MAY BE EXCAVATED NO LOWER THAN ONE FOOT ABOVE ITS FINAL I ""' ELEVATION. EXCAVATION TO FINISHED SUBGRADE SHALL BE DEFERRED UNTIL ALL I I s 1 � DISTURBED AREAS WITHIN THE WATERSHED HAVE BEEN STABILIZED AND PROTECTED. \\ I I I ENGINEEREDPRETREATMENTCELL (SEDIMENT FOREBAY DOES NOT REQUIRE THE FULL i I 'ES I l SOIL MEDIA SECTION AND SHOULD BE EXCAVATED AS SUCH. \ I ! i I 3) INSTALL BIORETENTION RISER BUT DO NOT INSTALL UNDERDRAIN AT THIS TIME. ENSURE THAT THE UNDERDRAIN CONNECTION ON THE RISER IS PLUGGED SO THAT WATER MAY ONLY ENTER THE RISER THROUGH ITS TOP AT THIS TIME. I ` 4) COMPLETE CONSTRUCTION ON THE WATERSHED AND STABILIZE ALL AREAS DRAINING TO THE BIORETENTION FILTER. 5 REMOVE ALL ACCUMULATED SEDIMENT AND PERFORM DETAILED EXCAVATION TO THE FINAL SUBGRADE ELEVATION. 6) INSTALL STONE LAYERS, UNDERDRAIN, AND FILTER FABRIC AS SPECIFIED IN THE .01 DETAILS. / 1 7) FILL BIORETENTION AREA WITH ENGINEERED SOIL MIX, AS SPECIFIED IN THE DETAILS. &`� 8) INSTALL VEGETATION AS SPECIFIED IN THE PLANTING PLAN FOR BIORETEN11ION AREA. INSTALL GROUND COVER AS SPECIFIED IN THE DETAILS. INSTALL SOD STRIP AROUND r PERIMETER WALL. "' 9) UPON AUTHORIZATION FROM DESIGNATED INSPECTOR, REMOVE ALL SEDIMENT m � CONTROLS AND STABILIZE ALL DISTURBED AREAS. PROVIDE DRAINAGE TO THE 634' a BIORETENTION AREAS. / ♦ \ '' 0 ♦ \ _ ._........................ ..._....._ � 33.25 0 _ 3 XC Z3 - _ _ PRETREATMENT CELL / (NO MEDIA REQUIRED) A __-_- ♦ 31.00 II _ 6" PERFORATED ♦ 83 PVC UNDERDRAIN I" N I (31.00 ♦ I CD° GABION BASKET BERM Q ED 33.25 X / 0 z �( 33.25 o -_- - 60_C # e:3y'D MP / / DO _ I --- a ACCESS M"OLE. _ 01 Ij� J2 4 626 o _ .......... I .............. FS ........... o Bl - " E LU ... z 622 0 1_Q 20 z GRAPHIC SCALE FEET BIORETENTION FACILITY O®INTEGRATED DUCT{LE IRON FRAME & GRATE TO MATCH BASIN O.D. NOTES: B2 MANHOLE SHALL MEET CURRENT REQUIREMENTS OF THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER ASTM C-476 & ASTM A-615. WATERTIGHT JOINT NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT TOP OF 12" RISER JOINTS SHALL BE SEALED WITH CONSEAL JOINT ELEV=634.25 SEALANT, OR EQUAL. 2 LAYERS REQUIRED. MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR ALL PIPE CONNECTIONS TO DETENTION PIPE SHALL J REMAIN FLEXIBLE AFTER INSTALLATION PER SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED MANUFACTURERS RECOMMENDATIONS. _jI m- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, RISER SHALL BE VOID SPACE UNDER INTERNAL PIPE RISER AND PIPE MANUFACTURED INVERT SHALL BE GROUTED TO PREVENT PONDING. CONNECTED TO BULKHEAD PROVIDE FLEXIBLE BOOT CONNECTIONS. FOR PIPE 12" PIPE TURNED UP TO-\ SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; MUST BE CAST IN THE STRUCTURE AT THE ELBOW CONTAINED INSIDE PROPOSED PIPE ANGLE. DETENTION PIPE PIPE TRENCH SHALL BE EXCAVATED A MINIMUM I SCALE 1:10 SHEET 1 OF 1 WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE Q� FOOT TO EITHER SIDE. 0m�� �- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 DEBRIS CAGE BY PLASTIC ALL JOINTS SHALL BE WATERTIGHT. SOLUTIONS, INC.,. OR EQUAL CONTRACTOR SHALL INSTALL UNDERGROUND 9" ORIFICE DETENTION FACILITY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. INVout=630.00 60" PIPE INSIDE DIAMETER NYLOPLAST 24" DRAIN BASIN: 2824AG _-X 11 MINIMUM PIPE BURIAL ©VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANS/LAKE OFF) RECOMMENDATION VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"-24" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WVALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, C=ORRUGATED & RIBBED PVC 18" MIN WIDTH GUIDELINE �8" IN THICKNESS GUIDELINE KM CN E 00APTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY. ACTUAL CONCRETE SLAB MUSTB E DESIGNED VARIABLE 00 -360° TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC ACCORDINGTO LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS 4" MIN ®VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN) 24" GRATE FRAME 24" DOME GRATE 5/16-18 X 1 1/2" LONG HEX BOLT DRILL 0.343 THRU GRATE ONLY ZINC GOLD STEEL 2 PLACES 2 PLACES DWG. NO.7001-100-041 2499CGDL V V 2 PLACES NOTE: LOCATION OF LOCKING DEVICE MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 3130 VERONAAVE WATERTIGHT JOINT NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II (C=ORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR DATE 2-24.06 J PHN (770) 932-2443 last FAX(7701) 932-2490 SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED TECHNICAL INFORMATION SHOWN HEREIN _jI m- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TITLE M FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 u c) - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. DATE 2-24.06 E 241N DOME LOCKING GRATE ASSEMBLY RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. DWG SIZE A I SCALE 1:10 SHEET 1 OF 1 SEE DRAWING NO. 7001-110-065 Q� �> 0m�� �- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 4 tab ro c 00 r' � w Q FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC m -+ M -- oo W © -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM V a w N n O `- 3 ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-013. r -I ' GRATE OPTIONS LOAD RATING PART# DRAWING# PEDESTPIAN 69EETS H-10 2499COP 7001-110-210 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 3130 VERON BUFORD, GP STAPIDIRD MEETS; H-20 2999033 7001-110-217 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4-3-06 PHN 770 93 ( ) -n F- s� �✓ER ME_T _ )LID � H-20 DOME Nil; r _9990 - C 7001 110-218 2999COD 7001-110-279 TRANSFER 0 FAX 770 93. R LICENSE THE USE OF THE DESIGN OR ( ) N to last y reproduction, copying, or other use of this drawing TECHNICAL INFO HEREIN APPD BY CJA PROJECT NO.INAME www.nylopla CROP IPJ GP, ITE LIGHT DLII! 2401 DI 7001-110-075 REPRODUCTION OF THIS PRINT OR ANY INFORMATION OF THIS O rin❑ 24" GRATE FRAME 24" DOME GRATE 5/16-18 X 1 1/2" LONG HEX BOLT DRILL 0.343 THRU GRATE ONLY ZINC GOLD STEEL 2 PLACES 2 PLACES DWG. NO.7001-100-041 2499CGDL V V 2 PLACES NOTE: LOCATION OF LOCKING DEVICE MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONAAVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT oQ� BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN ORNylo DATE 2-24.06 J PHN (770) 932-2443 last FAX(7701) 932-2490 TECHNICAL INFORMATION SHOWN HEREIN _jI APPD BY CJA PROJECT NO.INAME TITLE M REPRODUCTION OF THIS PRINT OR ANY INFORMATION u c) CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 2-24.06 E 241N DOME LOCKING GRATE ASSEMBLY 0 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. DWG SIZE A I SCALE 1:10 SHEET 1 OF 1 DWG NO. 7001-110.231 REV A PROPOSED 24" DIA. ADS 2499CGDL 24" NYLOPLAST DRAIN BASIN DOMED GRATE TOP = 632.00 INVout = 627.00 SUMP = 626.00 BIO -RETENTION FLOOR s ELEV = 631.00 -�a 6' PERFORATED ,SOIL TU PVC UNDERDRAIN. ELEV = 627.5 \ �' '&.•:: ,.{ \\ : EXCAVATED FLOOR ELEV = 626.5 . E i 3 E t a t I _ " E i <I Em .,..,_....,..I 3, E... w .............. i I 3 3.,.,,,.... W ,. I .., i @ ....__....�...... L< .....__. i....^.. .. ._..... I .. E F _. a I........ E s w._., U') E I... _. g : < �..._ I .._._�..._ . 0' _...... _.._, a1 I J III I i CONCRETE RISER ANCHOR NO SCALE GNI-3205 BIORETENTION 1 RISERS STRUCTURE SEE BERM DETAIL SEE BMP ELEV = 631.00' DETAIL <t� TOPSOIL '\ " COMPACTED SUBGRADE NO SCALE GNI-3207 PRETREATMENT CELL BIORETENTION SOIL MEDIA, STONE, ETC. r TO EDGE OF PER DETAIL- b BIORETENTION TOPSOIL \�5' COMPACTED „\ SUBGRADE SECTION A -A BIORETENTION PLANTING AREA PRETREATMENT CELL (SEDIMENT FOREBAY) IF BERM LAYOUT REQUIRES q GABION BASKETS TO BE INSTALLED AT A SKEW ANGLE, FILL RESULTANT WEDGES WITH RIP -RAP AND ENCLOSE WITH BLACK* PVC -COATED WIRE TOEDGEBIORETENF q NOTES: 1. GABION BASKETS SHALL BE SIZE G (6 LENGTH x 3 WIDTH x 1 HEIGHT). 2. GABION BASKETS SHALL USE BLACK* PVC -COATED WIRE; CONTECH (OR 32:�GINEER APPROVED EQUIVALENT). GNI- 3. NTRACTOR SHALL EXTEND GABION BASKET BERM UNTIL TOP OF GABION BASKET MEETS GRADE IF NO WALL IS TO BE INSTALLED. *CO)LOR SUBSTITUTIONS OF PVC -COATED WIRE SUBJECT TO OWNER APPROVAL. NO SCALE GNI-3218 GABION BASKET PRETREATMENT CELL BERM Y �. �z ■ oQ� Z Q z J W Ng _jI O WI W M u c) Z11� a � � E U) 0 E 0 0 O Q� �> 0m�� E2L 4 tab ro c 00 r' � w Q Z3 ro m -+ M -- oo W V a w N n O `- 3 r -I ' Q) 3 U = m E a LL Lu The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNPs written consent is prohibited. VJ Z oQ� Z Q z J O 0- O oa■0 F' - z c) O Z U) 0 0 O J ��^^ VJ 0< L.L � LL n W W m Q W OHN T. NEEL a Lic. No. 035780 12130114 IE ANAL NO. I COMMENTS I DATE La' I JOHN T. NEEL, PE a KEVIN D. CONNER, LA z WTES, LHS 0 11/26/2014 1770.3 1 BMP GRADING DETAILS 1 C3-04 1i -o �� .� � 28 � �� �z c 4 �� z 'n m Ldro _ �--�w� C � o -0 ^ _ 0 + ^IN 00 � ' oc � '' I ------____ o m 1z 00 tw z c Lo� __-__=�----- �_-�- w�� _�J The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The D 3 HUHU — — — — — — — — — — — — — — — — — — — — — — — Ilk, reproduction, copying, or other use of this drawing HHUH — — — — — — — — Ai without GNI's written consent is prohibited. DRY SWALE l�12 CD 00 cill r r7 CD L 10 0 10 20 1 inch 10 ft. en 612 In I,30- Z:iLLu Ni oxxtill : 3:1 SIDE SLOPE' 3" LAYER OF PEA REQUIRED ELEVATION //,-�AST IRON FRAME FINISHED GRADE---,- COVER STANDARD . DIA El PRECAST FLAT TOpSET PRECAST TOP IN ASTM C-470 8x ASTM A-015. BED OF NK PRECAST D| 1 GROUT NK z SEALANT, OR EQUAL. 2 LAYERS REQUIRED. OPENING C! SIZE REMAIN FLEXIBLE AFTER INSTALLATION PER CAST—IN PLACE 18" STEPS CONCRETE COLLAR (STEEL) (2500 PSI MIN) Z:iLLu Ni oxxtill : 3:1 SIDE SLOPE' 3" LAYER OF PEA REQUIRED ELEVATION //,-�AST IRON FRAME FINISHED GRADE---,- COVER STANDARD . DIA El PRECAST FLAT TOpSET PRECAST TOP IN ASTM C-470 8x ASTM A-015. BED OF NK PRECAST D| 1 GROUT NK z SEALANT, OR EQUAL. 2 LAYERS REQUIRED. OPENING C! SIZE REMAIN FLEXIBLE AFTER INSTALLATION PER CAST—IN PLACE 18" STEPS CONCRETE COLLAR (STEEL) (2500 PSI MIN) I MANUFACTURED I WRAP CORRUGATED PROVIDE FLEXIBLE BOOT CONNECTIONS. FOR PIPE IIIHIIIIIIIIIIIIIIII STEEL PIPE WITH SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; `\ 1i 11 If I III III 1111E TO POURING PROPOSED PIPE ANGLE. CONCRETE COLLAR STEEL PIPE WITH 10+83 WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE BUILDING FELT PRIOR FOOT TO EITHER SIDE. _ DEBRIS CAGE BY PLA3TIC\ TO POURING CORRUGATED COMPACTED--/,,,, CONCRETE COLLAR | DETEN�ON FACILITY IN ACCORDANCE NTH |NVout=0J00O � ' UNDERGROUND DETENTION ACCESS DETAIL 1. THE PLANTING SOIL USED IN THE DRY SWALE PLANTING AREA IS GENERALLY CLASSIFIED AS A LOAMY SAND ON THE USDA TEXTURE TRIANGLE, WITH THE FOLLOWING COMPOSITION: - 85% TO 88% SAND - 8% TO 12% SOIL FINES; AND - 3% TO 5% ORGANIC MATTER. IT MAY BE ADVISABLE TO START WITH AN OPEN -GRADED COARSE UN SAND MATERIAL AND PROPORTIONALLY MIX IN TOPSOIL THAT WILL LIKELY CONTAIN ANYWHERE FROM 30% TO 50% SOIL FINES (SANDY LOAM, LOAMY SAND) TO ACHIEVE THE DESIRED RATIO OF SAND AND FINES. AN ADDITIONAL 3%T0 5% ORGANIC MATTER CAN THEN BE ADDED. 2.. THE PLANTING SOIL SHALL BE OF UNIFORM COWPOS|TIUN, FREE OF STONES, STUMPS, RO0T3, OR SIMILAR OBJECTS LARGER THAN ONE INCH, BRUSH. OR ANY OTHER MATERIAL OR SUBSTANCE WHICH MAY BE HARMFUL TO PLAN GR0WTH, OR A HINDRANCE TO PLANTINGS. 3. FILTER FABRIC SHALL BE W\RAF| 140N OR ENGINEER APPROVED EQUAL. 4. DRY 3WALE SHALL NOT HAVE A LONGITUDINAL SLOPE GREATER THAN 2% (SEE GRADING PLAN FOR SPOT ELEVATIONS). PVC UNDERDRAIN NO SCALE GNI-32XX I DRY SWALE (LEVEL 1) DETAIL I RELDCUTM&NWAY TO REQUIRED ELEVATION FINISHED GRADE El MANHOLE SHALL MEET CURRENT REQUIREMENTS OF STANDARD 4' D| ASTM C-470 8x ASTM A-015. IN PRECAST D| 1 TOP OF 12^ RISER NK z SEALANT, OR EQUAL. 2 LAYERS REQUIRED. GROUT C! REMAIN FLEXIBLE AFTER INSTALLATION PER MANUFACTURERS RECOMMENDATIONS. CAST—IN PLACE STEPS CONCRETE COLLAR MANUFACTURED (STEEL) (2500 PSI MIN) PROVIDE FLEXIBLE BOOT CONNECTIONS. FOR PIPE 12^ PIPE TURNED UP T0-~� SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; `\ 00 WRAP CORRUGATED PROPOSED PIPE ANGLE. DETENTION PIPE STEEL PIPE WITH 10+83 WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE BUILDING FELT PRIOR FOOT TO EITHER SIDE. _ DEBRIS CAGE BY PLA3TIC\ TO POURING INC., OR EQUAL ` CONTRACTOR SHALL INSTALL UNDERGROUND ����_�� �� ��� CONCRETE COLLAR | DETEN�ON FACILITY IN ACCORDANCE NTH |NVout=0J00O � ' | MANUFACTURER'S RECOMMENDATIONS. CORRUGATED COMPACTED STEEL MANWAY SUBGRADE 84 UNDERGROUND DET. DI -1 ACCESS DETAIL NOTES: El MANHOLE SHALL MEET CURRENT REQUIREMENTS OF 43.45 LIF ASTM C-470 8x ASTM A-015. 1.12 In HDPE TOP OF 12^ RISER JOINTS SHALL BE SEALED WITH CON3EAL JOINT ELEV=833.80 SEALANT, OR EQUAL. 2 LAYERS REQUIRED. \ � ALL PIPE CONNECTIONS TO DETENTION PIPE SHALL REMAIN FLEXIBLE AFTER INSTALLATION PER MANUFACTURERS RECOMMENDATIONS. RISER SHALL BE-----___ VOID SPACE UNDER INTERNAL PIPE RISER AND PIPE MANUFACTURED INVERT SHALL BE GROUTED TO PREVENT PONDING. CONNECTED TO BULKHEAD PROVIDE FLEXIBLE BOOT CONNECTIONS. FOR PIPE 12^ PIPE TURNED UP T0-~� SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; `\ 00 ELBOW CONTAINED INSIDE ` PROPOSED PIPE ANGLE. DETENTION PIPE 10+50 10+83 NOTES: El MANHOLE SHALL MEET CURRENT REQUIREMENTS OF 0 0�� ASTM C-470 8x ASTM A-015. ��\I � TOP OF 12^ RISER JOINTS SHALL BE SEALED WITH CON3EAL JOINT ELEV=833.80 SEALANT, OR EQUAL. 2 LAYERS REQUIRED. \ � ALL PIPE CONNECTIONS TO DETENTION PIPE SHALL REMAIN FLEXIBLE AFTER INSTALLATION PER MANUFACTURERS RECOMMENDATIONS. RISER SHALL BE-----___ VOID SPACE UNDER INTERNAL PIPE RISER AND PIPE MANUFACTURED INVERT SHALL BE GROUTED TO PREVENT PONDING. CONNECTED TO BULKHEAD PROVIDE FLEXIBLE BOOT CONNECTIONS. FOR PIPE 12^ PIPE TURNED UP T0-~� SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; `\ MUST BE CAST IN THE STRUCTURE AT THE ELBOW CONTAINED INSIDE ` PROPOSED PIPE ANGLE. DETENTION PIPE PIPE TRENCH SHALL BE EXCAVATED A MINIMUM WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE FOOT TO EITHER SIDE. _ DEBRIS CAGE BY PLA3TIC\ �Hl� ALL JOINTS SHALL BE WATERTIGHT. INC., OR EQUAL ` CONTRACTOR SHALL INSTALL UNDERGROUND ����_�� �� ��� ^ -iii 5 ORIFICE - --�'-_`� | DETEN�ON FACILITY IN ACCORDANCE NTH |NVout=0J00O � ' | MANUFACTURER'S RECOMMENDATIONS. ACCESS RISER (SEE DETAIL) 60" PIPE INSIDE DIAMETER 63 61 !.I 81 10+00 10+50 11+00 11+031 10f00 IHOR|ZDNTAL GRAPHIC SCALE 30 15 O 30 ��T��[�&� [� FEET STORM k�������� �� 5�O O 10 VERTICAL GRAPHIC SCALE 50 In 0.01 E] �� 0 IN ^ 0 0 0�� �-� �� ��\I � I IN v��� � K -_ 0 �� �� �� Li 10+00 10+50 10+60 63 61 !.I 81 10+00 10+50 11+00 11+031 10f00 IHOR|ZDNTAL GRAPHIC SCALE 30 15 O 30 ��T��[�&� [� FEET STORM k�������� �� 5�O O 10 VERTICAL GRAPHIC SCALE 50 In 0.01 E] �� ^ 0 0 0�� �-� �� ��\I � LLI v��� � K -_ 0 �� �� �� Li NN �� UUU u�� � � eeejk�'l J HN T. NEEL Lic. No. 035780 . 12/30/14 1�t0 -4 1::;�f &,NXAL Ste) NO. } COMMENTS | DATE I �J- \ JOHwT.meEL,ps IL KEVIN D, CONNER, LA TES, LHS 11/26/2014 BMP GRADING DETAILS 2 10+50 10+80 0 a o I Ic c LL 1C Ia M o c j3 Nc a� CO c of 0- U) U C 0 n a. d 1-11c C: 0 � c Z� 0�f(c w� Z� C� Z w �LL oc �z rn� cw 3 LL oU L_ w X m DEQ BIORETENTION INSTALLATION NOTES: 1) CONSTRUCTION OF THE BIORETENTION AREA MAY ONLY BEGIN AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED WITH VEGETATION. IT MAY BE NECESSARY TO BLOCK CERTAIN CURB OR OTHER INLETS WHILE 11HE BIORETENTION AREA IS BEING CONSTRUCTED. THE PROPOSED SITE SHOULD BE CHECKED FOR EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 2) THE DESIGNER AND THE INSTALLER SHOULD HAVE A PRECONSTRUCTION MEETING, CHECKING THE BOUNDARIES OF THE CONTRIBUTING DRAINAGE AREA AND THE ACTUAL INLET ELEVATIONS TO ENSURE THEY CONFORM TO ORIGINAL DESIGN. SINCE OTHER CONTRACTORS MAY BE RESPONSIBLE FOR CONSTRUCTING PORTIONS OF THE SITE, IT IS QUITE COMMON TO FIND SUBTLE DIFFERENCES IN SITE GRADING, DRAINAGE AND PAVING ELEVATIONS THAT CAN PRODUCE HYDRAULICALLY IMPORTANT DIFFERENCES FOR THE PROPOSED BIORETENTION AREA. THE DESIGNER SHOULD CLEARLY COMMUNICATE, IN WRITING, ANY PROJECT CHANGES DETERMINED DURING THE PRECONSTRUCTION MEETING TO THE INSTALLER AND THE PLAN REVIEW/INSPECTION AUTHORITY. 3) TEMPORARY E&S CONTROLS ARE NEEDED DURING CONSTRUCTION OF THE BIORETENTION AREA TO DIVERT STORMWATER AWAY FROM THE BIORETENTION AREA UNTIL IT IS COMPLETED. SPECIAL PROTECTION MEASURES SUCH AS EROSION CONTROL FABRICS MAY BE NEEDED TO PROTECT VULNERABLE SIDE SLOPES FROM EROSION DURING THE CONSTRUCTION PROCESS. 4) ANY PRE-TREATMENT CELLS SHOULD BE EXCAVATED FIRST AND THEN SEALED TO TRAP SEDIMENTS. 5) EXCAVATORS OR BACKHOES SHOULD WORK FROM THE SIDES TO EXCAVATE THE BIORETENTION AREA TO ITS APPROPRIATE DESIGN DEPTH AND DIMENSIONS. EXCAVATING EQUIPMENT SHOULD HAVE SCOOPS WITH ADEQUATE REACH SO THEY DO NOT HAVE TO SIT INSIDE THE FOOTPRINT OF THE BIORETENTION AREA. CONTRACTORS SHOULD USE A CELL CONSTRUCTION APPROACH IN LARGER BIORETENTION BASINS, WHEREBY THE BASIN IS SPLIT INTO 500 TO 1,000 SQ. FT. TEMPORARY CELLS WITH A 10-15 FOOT EARTH BRIDGE IN BETWEEN, SO THAT CELLS CAN BE EXCAVATED FROM THE SIDE. I6) IT MAY BE NECESSARY TO RIP THE BOTTOM SOILS TO A DEPTH OF 6 TO 12 INCHES TO PROMOTE GREATER INFILTRATION. 7) PLACE GEOTEXTILE FABRIC ON THE SIDES OF THE BIORETENTION AREA WITH A 6 -INCH OVERLAP ON THE SIDES. IF A STONE STORAGE LAYER WILL BE USED, PLACE THE APPROPRIATE DEPTH OF #57 STONE ON THE BOTTOM, INSTALL THE PERFORATED UNDERDRAIN PIPE, PACK #57 STONE TO 3 INCHES ABOVE THE UNDERDRAIN PIPE, AND ADD APPROXIMATELY 3 INCHES OF CHOKER STONE/PEA GRAVEL AS A FILTER BETWEEN THE UNDERDRAIN AND THE SOIL MEDIA LAYER. IF NO STONE STORAGE LAYER IS USED, START WITH 6 INCHES OF #57 STONE ON THE BOTTOM, AND PROCEED WITH THE LAYERING AS DESCRIBED ABOVE. 8) DELIVER THE SOIL MEDIA FROM AN APPROVED VENDOR, AND STORE IT ON AN ADJACENT IMPERVIOUS AREA OR PLASTIC SHEETING. APPLY THE MEDIA IN 12 -INCH LIFTS UNTIL THE DESIRED TOP ELEVATION OF THE BIORETEN11ON AREA IS ACHIEVED. WAIT A FEW DAYS TO CHECK FOR SETTLEMENT, AND ADD ADDITIONAL MEDIA, AS NEEDED, TO ACHIEVE THE DESIGN ELEVATION. 9) PREPARE PLANTING HOLES FOR ANY TREES AND SHRUBS, INSTALL THE VEGETATION, AND WATER ACCORDINGLY. INSTALL ANY TEMPORARY IRRIGATION. 10) PLACE THE SURFACE COVER IN BOTH CELLS (MULCH, RIVER STONE OR TURF), DEPENDING ON THE DESIGN. IF COIR OR JUTE MATTING WILL BE USED IN LIEU OF MULCH, THE MATTING WILL NEED TO BE INSTALLED PRIOR TO PLANTING (STEP 9), AND HOLES OR SLITS WILL HAVE TO BE CUT IN THE MATTING TO INSTALL THE PLANTS. 11) INSTALL THE PLANT MATERIALS AS SHOWN IN THE LANDSCAPING PLAN, AND. WATER THEM DURING WEEKS OF NO RAIN FOR THE FIRST TWO MONTHS. 12) CONDUCT THE FINAL CONSTRUCTION INSPECTION. THEN LOG THE GPS COORDINATES FOR EACH BIORETENTION FACILITY AND SUBMIT THEM FOR ENTRY INTO THE LOCAL MAINTENANCE TRACKING DATABASE. Biofilter Maintenance Schedule Schedule Task Inspection Date and Inspection Date and Maintenance Notes Task Frequency Notes Maintenance Notes Maintenance Date and Notes Mowing 2 - 12 times/ year 2+ times /year Frequency depends upon location and desired Frequency depends upon location and desired Inspect for bare earth spots Each spring aesthetic appeal. aesthetic appeal. Pruning 1 - 2 times /year Each spring Nutrients in runoff often cause vegetation to Replant grass to maintain 95% minimum turf Sediment/sand build up Each spring Z flourish. cover or vegetative density. 0 1 time / 2 - 3 days for first 1 - Each spring If drought conditions occur, watering after the Remove accumulated sediment/sand. Watering 2 months. Sporadically after iniitial year maybe required. Examine channel bottom for evidence of a- establishment Each spring grass. Destabilize channel bottom of any erosion, braiding, excessive ponding or dead Fertilization 1 time initially C G One time spot fertilization for "first year" grass. Restabilize channel bottom of any Inspect side slopes Each spring vegetation. issues are found. Remove and replace dead plants 1 time/ year Each spring Within the first year, 10 percent of plants may Inspect for clogging and remove any sediment. Inspection of contributing drainage Inspect side slopes Each spring die. Survival rates increase with time. Check for any rill or gully erosion and repair. area. Initially, after several storm Check for signs of erosion and stabilize Check for signs of erosion and stabilize Inspection of contributing drainage events. If initial inspections Each spring problem areas to minimize sediment flow to the problem areas to minimize sediment flow to the area. indicate that the site is bioretention area. Check for trash or debris bioretention area. Check for trash or debris stabilized, 2 times/year. accumulation and remove as necessary. accumulation and remove as necessary. Miscellaneous upkeep 12 times /year Tasks include trash collection, spot weeding, and inspecting/maintaining the overflow device. Dry Swale Maintenance Schedule Task Frequency Inspection Date and Maintenance Notes Maintenance Date and Notes 2+ times /year O Notes 00cy) Q Z Mowing 2+ times /year aesthetic appeal. Frequency depends upon location and desired Inspect for bare earth spots Each spring Replant grass to maintain 90% minimum turf aesthetic appeal. Inspect for bare earth spots Each spring cover. Replant grass to maintain 95% minimum turf Sediment/sand build up Each spring Z Remove accumulated sediment/sand. cover or vegetative density. 0 Sediment/sand build up Each spring Examine channel bottom for evidence of Remove accumulated sediment/sand. Check for erosion Each spring erosion, braiding, excessive ponding or dead Examine channel bottom for evidence of a- Check for erosion Each spring grass. Destabilize channel bottom of any erosion, braiding, excessive ponding or dead 3� m J Q C G issues are found. grass. Restabilize channel bottom of any Inspect side slopes Each spring Check for any rill or gully erosion and repair. issues are found. Check inflow points Each spring Check for signs of erosion and stabilize Inspect for clogging and remove any sediment. Inspection of contributing drainage Inspect side slopes Each spring problem areas to minimize sediment flow to the Check for any rill or gully erosion and repair. area. bioretention area. Check for trash or debris Check for signs of erosion and stabilize Inspection of contributing drainage Each spring accumulation and remove as necessary. problem areas to minimize sediment flow to the area. bioretention area. Check for trash or debris accumulation and remove as necessary. Grass Channel Maintenance Schedule Task Frequency Inspection Date and Notes Maintenance Notes Maintenance Date and Notes Mowing 2+ times /year O Frequency (depends upon location and desired 00cy) Q Z 2 1O aesthetic appeal. iY Inspect for bare earth spots Each spring Replant grass to maintain 90% minimum turf OCL ��- cover. Sediment/sand build up Each spring Z Remove accumulated sediment/sand. O 0 0 > Examine channel bottom for evidence of w � Check for erosion Each spring erosion, braiding, excessive ponding or dead a- W grass. Destabilize channel bottom of any 3� m J Q C G issues are found. Inspect side slopes Each spring Check for any rill or gully erosion and repair. Check for signs of erosion and stabilize Inspection of contributing drainage Each spring problem areas to minimize sediment flow to the area. bioretention area. Check for trash or debris accumulation and remove as necessary. DEQ DRY SWALE INSTALLATION NOTES: 1) PROTECTION DURING SITE CONSTRUCTION: DRY SWALES SHOULD REMAIN OUTSIDE THE LIMIT OF DISTURBANCE DURING CONSTRUCTION TO PREVENT SOIL COMPACTION BY HEAVY EQUIPMENT. HOWEVER, THIS IS SELDOM PRACTICAL GIVEN THAT SWALES ARE A KEY PART OF THE DRAINAGE SYSTEM AT MOST SITES. IN THESE CASES, TEMPORARY E&S CONTROLS SUCH AS DIKES, SILT FENCES AND OTHER SIMILAR MEASURES SHOULD BE INTEGRATED INTO THE SWALE DESIGN THROUGHOUT THE CONSTRUCTION SEQUENCE. SPECIFICALLY, BARRIERS SHOULD BE INSTALLED AT KEY CHECK DAM LOCATIONS, EROSION CONTROL FABRIC SHOULD BE USED TO PROTECT THE CHANNEL, AND EXCAVATION SHOULD BE NO DEEPER THAN 2 FEET ABOVE THE PROPOSED INVERT OF THE BOTTOM OF THE PLANNED UNDERDRAIN. DRY SWALES THAT LACK UNDERDRAINS (AND RELY ON FILTRATION) MUST BE FULLY PROTECTED BY SILT FENCE OR CONSTRUCTION FENCING TO PREVENT COMPACTION BY HEAVY EQUIPMENT DURING CONSTRUCTION. 2) INSTALLATION MAY ONLY BEGIN AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED BY VEGETATION. THE DESIGNER SHOULD CHECK THE BOUNDARIES OF THE CONTRIBUTING DRAINAGE AREA TO ENSURE IT CONFORMS TO ORIGINAL DESIGN. ADDITIONAL E&S CONTROLS MAY BE NEEDED DURING SWALE CONSTRUCTION, PARTICULARLY TO DIVERT STORMWATER FROM THE DRY SWALE UNTIL THE FILTER BED AND SIDE SLOPES ARE FULLY STABILIZED. PRE-TREATMENT CELLS SHOULD BE EXCAVATED FIRST TO TRAP SEDIMENTS BEFORE THEY REACH THE PLANNED FILTER BEDS. 3) EXCAVATORS OR BACKHOES SHOULD WORK FROM THE SIDES TO EXCAVATE THE DRY SWALE AREA TO THE APPROPRIATE DESIGN DEPTH AND DIMENSIONS. EXCAVATING EQUIPMENT SHOULD HAVE SCOOPS WITH ADEQUATE REACH SO THEY DO NOT HAVE TO SIT INSIDE THE FOOTPRINT OF THE DRY SWALE AREA. 4) THE BOTTOM OF THE DRY SWALE SHOULD BE RIPPED, ROTO -TILLED OR OTHERWISE SCARIFIED TO PROMOTE GREATER INFILTRATION. 5) PLACE AN ACCEPTABLE FILTER FABRIC ON THE UNDERGROUND (EXCAVATED) SIDES OF THE DRY SWALE WITH A MINIMUM 6 INCH OVERLAP. PLACE THE STONE NEEDED FOR STORAGE LAYER OVER THE FILTER BED. PERFORATE THE UNDERDRAIN PIPE AND CHECK ITS SLOPE. ADD THE REMAINING STONE JACKET, AND THEN PACK #57 STONE TO 3 INCHES ABOVE THE TOP OF THE UNDERDRAIN, AND THEN ADD 3 INCHES OF PEA GRAVEL AS A FILTER LAYER. 6) ADD THE SOIL MEDIA IN 12 -INCH LIFTS UNTIL THE DESIRED TOP ELEVATION OF THE DRY SWALE IS ACHIEVED. WAIT A FEW DAYS TO CHECK FOR SETTLEMENT, AND ADD ADDITIONAL MEDIA AS NEEDED. 7) INSTALL CHECK DAMS, DRIVEWAY CULVERTS AND INTERNAL PRE-TREATMENT FEATURES, AS SPECIFIED IN THE PLAN. 8) PREPARE PLANTING HOLES FOR SPECIFIED TREES AND SHRUBS, INSTALL EROSION CONTROL FABRIC WHERE NEEDED, SPREAD SEED OR LAY SOD, AND INSTALL ANY TEMPORARY IRRIGATION. 9) PLANT LANDSCAPING MATERIALS AS SHOWN IN THE LANDSCAPING PLAN, AND WATER THEM WEEKLY DURING THE FIRST 2 MONTHS. THE CONSTRUCTION CONTRACT SHOULD INCLUDE A CARE AND REPLACEMENT WARRANTY TO ENSURE THAT VEGETATION IS PROPERLY ESTABLISHED AND SURVIVES DURING THE FIRST GROWING SEASON FOLLOWING CONSTRUCTION. 10) CONDUCT A FINAL CONSTRUCTION INSPEC11ON AND DEVELOP A PUNCHLIST FOR FACILITY ACCEPTANCE. DEQ GRASS CHANNEL INSTALLATION NOTES: 1) PROTECTION DURING SITE CONSTRUCTION: IDEALLY, GRASS CHANNELS SHOULD REMAIN OUTSIDE THE LIMIT OF DISTURBANCE DURING CONSTRUCTION TO PREVENT SOIL COMPACTION BY HEAVY EQUIPMENT. HOWEVER, THIS IS SELDOM PRACTICAL, GIVEN THAT THE CHANNELS ARE A KEY PART OF THE DRAINAGE SYSTEM AT MOST SITES. IN THESE CASES, TEMPORARY E&S CONTROLS SUCH AS DIKES, SILT FENCES AND OTHER EROSION CONTROL MEASURES SHOULD BE INTEGRATED INTO THE SWALE DESIGN THROUGHOUT THE CONSTRUCTION SEQUENCE. SPECIFICALLY, BARRIERS SHOULD BE INSTALLED AT KEY CHECK DAM LOCATIONS, AND EROSION CONTROL FABRIC SHOULD BE USED TO PROTECT THE CHANNEL. 2) GRASS (CHANNEL INSTALLATION MAY ONLY BEGIN AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED WITH VEGETATION. ANY ACCUMULATION OF SEDIMENTS THAT DOES OCCUR WITHIN THE CHANNEL MUST BE REMOVED DURING THE FINAL STAGES OF GRADING TO ACHIEVE THE DESIGN CROSS-SECTION. EROSION AND SEDIMENT CONTROLS FOR CONSTRUCTION OF THE GRASS CHANNEL SHOULD BE INSTALLED AS SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN. STORMWIATER FLOWS MUST NOT BE PERMITTED INTO THE GRASS CHANNEL UNTIL THE BOTTOM AND SIDE SLOPES ARE FULLY STABILIZED. 3) GRADE ITHE GRASS CHANNEL TO THE FINAL DIMENSIONS SHOWN ON THE PLAN. 4) INSTALL CHECK DAMS, DRIVEWAY CULVERTS AND INTERNAL PRE-TREATMENT FEATURES AS SHOWN ON THE PLAN. FILL MATERIAL USED TO CONSTRUCT CHECK DAMS SIHOULD BE PLACED IN 8- TO 12 -INCH LIFTS AND COMPACTED TO PREVENT SETTLEWENT. THE TOP OF EACH CHECK DAM SHOULD BE CONSTRUCTED LEVEL AT THE DESIGN ELEVATION. 5) (OPTION AL). TILL THE BOTTOM OF THE CHANNEL TO A DEPTH OF 1 FOOT AND INCORPORATE COMPOST AMENDMENTS ACCORDING TO STORMWATER DESIGN SPECIFICATION NO. 4. 6) ADD SOIIL AMENDMENTS AS NEEDED, HYDRO -SEED THE BOTTOM AND BANKS OF THE GRASS (CHANNEL, AND PEG IN EROSION CONTROL FABRIC OR BLANKET WHERE NEEDED., AFTER INITIAL PLANTING, A BIODEGRADABLE EROSION CONTROL FABRIC SHOULD BE USED, CONFORMING TO STANDARD AND SPECIFICATION 3.36 OF THE VIRGINIA, EROSION AND SEDIMENT CONTROL HANDBOOK. 7) PREPARE PLANTING HOLES FOR ANY TREES AND SHRUBS, THEN PLANT MATERIALS AS SHOWN IN THE LANDSCAPING PLAN AND WATER THEM WEEKLY IN THE FIRST TWO MONTHS;. THE CONSTRUCTION CONTRACT SHOULD INCLUDE A CARE AND REPLACEMENT WARRANTY TO ENSURE VEGETATION IS PROPERLY ESTABLISHED AND SURVIVES DURING THE FIRST GROWING SEASON FOLLOWING CONSTRUCTION. 8) CONDUCT THE FINAL CONSTRUCTION INSPECTION AND DEVELOP A PUNCHLIST FOR FACILITY ACCEPTANCE. APIPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT z . V 1 z J 1 zIva W F W m w O v +� tV v c� E E Zrz v, 0 0 g 4- z 0bZ m r\ c LU to 0 ter+ ens laZ O� d�� p On �� 14— �� c . c w X E v ' r U 0- LJ_ �: The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. V) Z O Z Q 00cy) Q Z 2 1O iY n OCL ��- C) r O Z U) O 0 0 > N O w � VJ O Q a- W W 3� m J Q C G W NH OF HN T. NEEL 9 Lic. No. 035780 ��o' 12130114 51;Z!`rtONAL NO.I COMMENTS a JOHN T. NEEL, PE DATE a KEVIN D. CONNER, LA ' o I TES, LHS 11/26/2014 1770.3 BMP GENERAL NOTES C3-06 ID 3c in0 d� �0 i m� Ln o� A< LD° H - a w< z` LDL Z 0 w° �L (y?L 00 r �L in v m C> 3� da Az �a x ajW'i ORLON i r� r r r< i Li i ~� i tr *-"tl -tom 4- * P 't q- T= 1� � 11� f�Ll i�-I H - +-� �Lj f-� TOP OF BANK A N D 1�}.1 }T.Lf'4 FENCE LINE ABOVE _•� k1�1 �1t1t1-IT1i� �-}- PARROT BRANCH -H 6-- — 1 i- (BRANCH WAS NOT `IT��—T J �+ ��� LOCATED AS OF J+� }-t� I,�+1ti-I r�-�11T�1— - 01/08/09) Bicsfilter Maintenance Schedule Task Frequency Maintenance Notes Mowing of Serra BRANCH GENER LL GENERALL L (and filter strip. if 2 - 12 times ? year Frequency depends upon location and desired aesthetic appeal. resent) PROPERTY LINE 4=16'34'03" r�S, 46' 2 Pruning 1 - 2 times ? year (nutrients in runoff often cause vegetation to flourish, = R=223.77 Use shredded hardwood mulch. Certain mulches can float before Mulching 2 - 2 times; year they become wetted after prolonged, dry conditions. Test any Q L=64.70 mulch before placing in the bioretention cell.. Mulch removal 'i time r' 2 - 3 years Mulch accumulation reduces available water storage volume. T= 32.58'�6 4 Removal of mulch also increases surface infiltration rate of fill wail. Watering 1 time 12 - 3 days for first 1 _ months. Sporadically If drought conditions occur, watering after the initial year may be 6) after establishment required. Fertilization 1 time initially One time spot fertilization for "first year" vegetation.. Remove and replace 1 (inns /year Within the first year, 10 percent of plants may die. Survival rates dead plants CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICA11ION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR increase with time, Inspection of Initially, after several storm events. If initial inspections Check for signs of erosion and stabilize problem areas to minimize contributing drainage ndicate that the site is sediment flow to the bioreteritlean area.: Check for trash or debris area. stabilized, 2 times r` year. accumulation and ren�o�f^e as necessary: Miscellaneous upkeep 12 times i year Tasks include trash collection, spot weeding, and The drawing, design, and digital files relating to this SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. inspecting/maintaining the overflow device. HORIZONTAL LOCATION OF FORCE MAIN. PROPOSED FORCE MAIN IS CENTERED � ` Z BRANCH GENER LL GENERALL L WITHIN A 20' AND VARIABLE WIDTH SANITARY SEWER EASEMENT, FURTHER OQ �; ` i Q PROPERTY LINE 4=16'34'03" r�S, 46' 2 DETAILED IN THE EASEMENT PLAT FOR ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. ` ``t`�, = R=223.77 ' THIS PROJECT. RWSA IS REQUIRED PRIOR TO THE START OF WORK. Q L=64.70 U SEE EASEMENT PLAT FOR DETAILED RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 1 ` T= 32.58'�6 4 HORIZONTAL LOCATION OF FORCE MAIN. Z RIVANNA WATER & SEWER AUTHORITY (RWSA) � GENERAL WATER & SANITARY SEWER NOTES Z MARCH 2008 L OQ i 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL (COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS 2 i ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. � 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH ' LU U W F RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). U 4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. ' 5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE—INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE E Zig PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. o ° 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE—INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE V/J LL �O TESTED PRIOR TO CONNECTING TO THE SYSTEM. c-1 "') 41 M _o -0ct\ 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE ' ( r1 `J W CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICA11ION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR Un UP °m° 0 SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE EN TO PROTECT ALL �o 3 O QK UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR vim'.. 3 w TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT IBE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING ' The drawing, design, and digital files relating to this SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. of Gay and Neel, Inc. The 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF IRWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND without GNI's written consent is prohibited. MONITORING DURING BLASTING AND A PRE—BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWINER. 4 10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS—CONNECTION TO THE PUBLIC WATER SYSTEM. i 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. Z � WWZI- Z FM OQ �� ..\/ Q Z 2 i � n- O LU U W F OCL0 Wi= r- r- U i O O Deo NN E Zig �_ o ° ` � V l V/J LL �O � L > c-1 "') 41 M _o -0ct\ LU a CLO n ca ( r1 `J W = Un UP °m° 0 O N 2Ln �o 3 O QK vim'.. 3 w r -C U XE a. Li w The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. U Z OQ Z ..\/ Q Z 2 1 � n- O > OCL0 U r O Z Cn o C) O > N LLI OfJ V/J LL 0 a, < W W 0° J Q 5 W H 41r4".�p,I,TOF v JOHN T. NEEL Lic. No. 035780 213011-4c4 1 0 4`SSIONA L �'�y1 NO. I COMMENTS I DATE 1 !-+ t -TT -L O' -H 4- o (SEE DETAIL SHT C4-04) "'' 1 a JOHN T. N E E L PE I+� t1 Ii z 4�i rt; '-6 c KEVIN D. CONNER, LA ItJ4 tJ +t lI i i + I -IH +1-I- F�T X ; 42 ; z I� I / - �; w TES LHS v I t �� -tl+ �' GRAPHIC SCALE + -Ir N .. .... \. .. 30 0 30 60 BENCHMA — i— R 2 / Al. 1 inch = 30 ft. APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT RAIL ROA 11 /26/2014 BASE OF —1-I i l i, VEPCO #R i +- - FOR CON T1 N U A110N, " ELEV.--650. (NAVD 88) 2A ;' SEE SHEET C4-01 1770.3 r, �.., f- MANHOLE — o INV=633.58 s2 f /+, SANITARY SEWER FORCE s 6 _FJ r '� MAIN PLAN 6" GRAVITY SEWER FOR ADJACENT PROPERTY - - 1 ; /��� \\ �\ rOw C4-02 rn 3 -v vi .o a 0 �I U —� I� n c c O LL rl- C I' Q iC a� a� V)c n _ iC �c �1.20 0 ca a 'rn a� • r /7 z a x d w� z� 0� Z W � 0 r` rn� �c �3 o- �P X - CENTER OVER SANITARY SEWER WATER PIPELINE OR "HOUSE" LATERAL INSTALL ONE FULL LENGTH OR "PVC'(C 900)OF CP PE IRON AS SHOWN 18" ( 9' MIN. TRANSITION COUPLINGS —� TO SUIT PIPE MATERIALS INSTALL FULL LENGTH PIPE CENTERED ON POINT t OF CROSSING, i.e. JOINTS EQUAL DISTANCES FROM CENTERLINE TRENCH BACKFILL FOR WATER PIPELINE INSTALLATION SHALL BE WELL COMPACTED IN 6" LAYERS, TO 6" ABOVE THE TOP OF THE SEWER. WATER PIPELINE CROSSING BELOW SEWER OR LATERAL NO SCALE GE -52 SANITARY SEWER CROSSING WATERLINE FINISH GRADE 4 INCHES OF TOPSOIL OR AS SHOWN SELECT BACKFILL IN 12" LAYERS, COMPACTED TO 95% OF STANDARD PROCTOR. SELECT BACKFILL IN 6" LAYERS, COMPACTED TO 95% OF STANDARD PROCTOR. BEDDING MATERIAL 4 INCHES BELOW PIPE, 4 INCHES ABOVE PIPE, & COMPACTED TO 95% OF STANDARD PROCTOR. PVC CARRIER PIPE NOTE: FOR DUCTILE IRON CARRIER PIPE SELECT BACKFILL MAY BE PLACED IN LIEU OF BEDDING MATERIAL PIPE MAY BE LAYED ON STABLE UNDISTURBED EARTH. 21-B STONE WILL BE PLACED IN UTILITY TRENCHES UNDER PAVEMENT. NO SCALE GE - TYPICAL SANITARY SEWER TRENCH FINISHED GRADE I I-=1 I I�I 11=11 f fIIII 11=1 I I-==1 I!-- I 11=1 I I-=1 11=1 1 1(1 I PROPOSED WATER I "A" PIPELINE (48" MIN.) IF EXISTING OR PROPOSED SEWER OR LATERAL IS; NOT SANITARY SEWER WATER QUALITY PIPE AS OR "HOUSE" APPROVED BY "AWWA'" AND 6" LATERAL DIM. "B" IS LESS THAN 18" MIN. INSTALL ONE FULL LENGTH O1R "PVC , (C 90) PIE AS OF DUCTILE "B" SHOWN I (6" MIN.) I 9' MIN. 9' MIN. TRANSITION! COUPLINGS TO SUIT PAPE MATERIALS WATER PIPELINE CROSSING ABOVE SEWER OR LATERAL NO SCALE GE -51 WATERLINE CROSSING SANITARY SEWER I I I I z w > nw � FL M o IW W o co of a FLOW DIRECTIONAL E TEE V,WZ�_ GRAVEL I BEDDING f NO SCALE GE -25B SANITARY SEWER CLEANOUT 1. CONCRETE SHALL BE 4000 PSI MINIMUM. BRANCH 2. MANHOLE SHALL MEET CURRENT REQUIREMENTS OF -3"---e ASTM C-476 & ASTIM A-615. 1' MAX. 3. JOINTS SHALL BE SEALED WITH CONSEAL JOINT SPACER SEALANT, OR EQUAL., 2 LAYERS REQUIRED. 12» 4. ALL PIPE CONNECTIOINS TO MANHOLE SHALL REMAIN 26„ 30" FLEXIBLE AFTER INSTALLATION PER MANUFACTURERS 12" RECOMMENDATIONS. 20" 30" 5. VOID UNDER PIPE CONNECTIONS SHALL BE a w GROUTED TO PREVENT PONDING. 8" 12" 12" 12" 12" 6. DISTANCE FROM TOP STEP TO TOP OF 6" MANHOLE UD SHALL NOT 8" 9" EXCEED 16". 6" 7" 7. MANHOLE STEPS SHALL BE NON - 6" SUP, POLYPROPYLENEE COATED 8 STEEL, STEPS (OR INISERTS) w SHALL BE CAST IN PLACE. 4'-0" Fx INSIDE DIAMETER 8 4„ 8. PROVIDE FLEXIBLE BOOT 9" CONNECTIONS. 8> 8" X GROUT UF1nNG HOLES a WATER TIGHT " O SLOPERPFOOT2 4" NO. 57 STONE 0.8xD NO SCALE TYPICAL PRECAST MANHOLE GNI-2108 1. SADDLES MUST BE USED WITH ALL PLASTIC & CLASS 50 DUCTILE IRON PIPE 4" AND LARGER IN DIAMETER. 2. TEES WITH THE BRANCH LEG OF 2" SHALL BE USED FOR ALL FORCE MAINS LESS THAN 4" IN DIAMETER. 3. A 2" DIAMETER PORT SHALL BE PROVIDED FROM THE FORCE MAIN TO AIR/VACUUM VALVE. 4' DIA. PRECAST WATER VALVE NON—WATERTIGHT FRAME & COVER VAULT OR PRECAST MANHOLE (LABELED SANITARY SEWER) C c!`TIn AIlC\ IC n\/CA d' hCFD CRISPY OR APF SEWER FORCE MAIN—/ 6" MINIMUM BEDDING N0. 57 STONE NO SCALE AUTOMATIC AIR/VACUUM RELEASE ASSEMBLY FOR USE ON SEWER FORCE MAIN EARTHly"y-v PLAN VIEW m O SECTION X—X F� NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTINGS. DIM. BRANCH DIAMETER -3"---e 6" 6" 8" 10" 12" A 12" 12» 16" 18" 26„ 30" B 12" 16" 20" 30" 32" 42" C 8" 8" 12" 12" 12" 12" D 6" 6" 8" 9" 10" 12" BASED ON OPERATING PRESSURE TO 150 PSI. ADZE= PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTINGS. DIM. PIPE DIAMETER 3" 4" 6" 8" 10" 12" E F 14" 8" 16" 8" 21" 10" 29"" 10 36" 12" 41" 14" PLAN VIEW BASLU TO 1500PSIOPERATING PRESSURE NO SCALE GNI-1111 THRUST BLOCKS NOTE: MATERIALS AND FABICA11ON IN ACCORDANCE WITH ASTM C478-72. CONNECT PIPE OR COPPER TUBING TO OUTLET AND EXTEND UP 12". USE FITTINGS AS REQUIRED. MANHOLE LID PROVIDE SCREENED, STD. NON SUP DOWNWARD -FACING ELBOW TYPE & PIPE. FINISH GRADE I 2' I.D. °D 2" MIN. SPACER Q (ADDITIONAL AS REQUIRED) 1" AIR RELEASE VALVE SIMILAR TO MODEL AIR I4 BY GOLDEN— ANDERSON v 1" GATE VALVE WATER MAIN d 5" a. AX. —THREADED OUTLET c -NIPPLE I . 3'-6" BASE UNIT t REINFORCED d I . CONCRETE TAPERED COUPLING OR CORP. STOP. CASING SHALL EXTEND 5' BEYOND EDGE OF PAVEMENT 8' MAX' WITHIN 1' OF EACH I� I I 10' MAX. I SIDE OF JOINT L— 1- DRAIN W/SCREEN TO ATMOSPHERE OR 1 C.Y. OF CLEAN STONE n.nul� r.n�nrn 36" MIN. STEEL CASING \ BRICK & MORTAR - SEAL - EACH END "EEL CASING 14" WALL THICKNESS CARRIER PIPE CARRIER PIPE DIA. CASING PIPE DIA. 4" 12" 6" 16" 8" 18" 10" 20" 12" 22" TYPICAL ROAD CROSSING rURBED LAK I n NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTING. GNI-10031 E = ADDITIONAL LENGTH TO BE ADDED TO DIMENSION 'A' FOR EACH ADDITIONAL 50 PSI PRESSURE UP TO 300 PSI. BASED ON OPERATING PRESSURE TO 150 PSI NO SCALE GNI-1112 THRUST BLOCKS AT 11Y4 & 22Y2° BENDS TI Ir \�IAnf1-111.Trn" rl\11[.11 invnvvvn�l wmlr_ vn_vr_ COMPACTED BEDDING NO SCALE GE -128 TYP I CAL GATE VALVE I N STALLATI O N rur wnon-crwro- r ...... . COMPACTED BEDDING NO SCALE GNI-1102 TYPICAL GATE VALVE INSTALLATION X� PLAN VIEW TURBED tAKIM E ADDITIONAL LENGTH TO BE ADDED TO DIMENSION 'A' FOR EACH ADDITIONAL 50 PSI PRESSURE UP TO 300 PSI. SECTION X—X NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTING. 11-1 /4 ELL22-1 /2' ELL DIM. A B C D E A B C D E 3" 4" 12„ 4" 6" 2" 6" 12" 6" 7" 2" 4" 4" 12" 4" 6" 2" 6" 12" 6" 7" 2" 6" 6" 14" 6" 7" 2" 8" 14" 6" 8" 2" 8 „ 8 16 » 8 7 2" 12 16" >, 8 8 4„ 10” 9" 18" 8> 8" 4" 15» 18" 8" 10" 4" 12"1 12" 20" 1 12" 1 9" 1 4" 1 18" 1 20" 1 12" 1 12" 1 6" BASED ON OPERATING PRESSURE TO 150 PSI NO SCALE GNI-1112 THRUST BLOCKS AT 11Y4 & 22Y2° BENDS TI Ir \�IAnf1-111.Trn" rl\11[.11 invnvvvn�l wmlr_ vn_vr_ COMPACTED BEDDING NO SCALE GE -128 TYP I CAL GATE VALVE I N STALLATI O N rur wnon-crwro- r ...... . COMPACTED BEDDING NO SCALE GNI-1102 TYPICAL GATE VALVE INSTALLATION X� PLAN VIEW TURBED tAKIM E ADDITIONAL LENGTH TO BE ADDED TO DIMENSION 'A' FOR EACH ADDITIONAL 50 PSI PRESSURE UP TO 300 PSI. SECTION X—X NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTING. IJA:JtLI UN UrtKAIING FKE55URE TO 150 PSI 45' ELL 90' ELL DIM. A B C D E A B C D E » 9" 12„ 6" 6" 4" 12" 12" 6" 12" 6" 14 9>, „ 12 6" 6" 4" 16" 12" 6" 12" 6" E6" 12" 14" 6" 8" 4" 21 " 14" 6" 18" 6" E8" 18" 16" 8"9" t I<LU 6" 30" 16" 8" 18" 9" 110" 24 18" 8" 10" 6" 36" 24" 10" 18" 9» 1 2" 30" 20" 12" 12" 9„ 48 1 24» 12" 18" 12" IJA:JtLI UN UrtKAIING FKE55URE TO 150 PSI VJ r �r� � z zz . L U O Q 100 Z� � -1 0 UJ 2E n "! J U 0CLC UZ>N W UJ U O F LU 2 (/) O �'� m n U) Q U i'N < Zz g N� o E U LLJ .� U .�- O > ri c v '0rn 00 t I<LU `U0 M V I w O V 00 m p S oc T -i 4- V) ai L LU r U a U- w The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. VJ zz O Q 100 _Q z � -1 0 W 2E n o ' 0CLC UZ>N O Z (/) O 0 O>0 U) 0 < LL 0— LLJ W m J Q 75 W O � :J J HN T. NEEL a Lic. No. 035780 k12130/ 14w`SjONAL Et�1 NO. COMMENTS DATE SCALE GNI-1 113 THRUST BLOCKS AT 450 & 90° BENDS APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT v JOHN T. NEEL, PE a KEVIN D. CONNER, LA Ln LU TES, LHS 11/26/2014 1770.3 Iffin IMA .:. .: UTILITY DETAILS C4-06 [n 3 7 co C) a� 0 't v v a L � to M � O rn 4 °) o �L sa V) O 3-Q N n � N 0 n C 00 00 N (7 Z OJ � N W � W Z W J MQ ��7_ _J _J p U % m X o_ 1• COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O 1" TYPE 'K' PLACE ' LVANI ED " WITNESS ' POST WITH " SOFT COPPER MCIPLUG FOR USE ON ATTACHED SINGLE FAMILY CU.YD. TO HIGHWAY DEPARTMENT AP",OVAL, RESIDENTIAL SERVICES OR DUAL RESIDENTIAL FINISHED GR.AQE 0 AND IRRIGATION SERVICES. 1'xi'x,• TEE I NDJUSTABLE VALVE BOX W1 LM) .__..._"wH..__- II T_ 2.50 NOTE; 3.01 N NO SWEATED FITTINGS 0 4" & 6" 145 DUAL SERVICE 2.25 12.60 MJ, GATE VALVE WATER 1• COMPRESSION x 3/4" MALE PIPE COUPLING FOR TEE OR WYE FITTINGS OR APPROVED EQUAL 1" TYPE "K" 2500 F.S.I, �\ ACCOMMODATE SOFT COPPER e 2'x ' BEARINGAREA. THRUST SLOG , 4 O sae ° �5 41 FOR USE ON DETACHED SINGLE FAMILY .� a er RESIDENTIAL SERVICE WHERE AN IRRIGATION NOTE INT REMOTE AREASO VALVE BOXES SHALL EXTEND .SIX I() [NICHES ABOVE dRA METER IS NOT PROVIDED. TYPICAL GATE VALVE R ITS SINGLE SERVICE FIG. W -S j NOTE 1/2 1.66 1 1) SADDLES SHALL BE USED ON PVC PIPE. 0.13 3.16 2.91 2.66 a CAST IRON LD FINISHED GRADE 2.16 ! 10•-15 BROOKS 2200 SERIES BOX WITH /4 BEND COUPLING (IF REQUIRED) EXTENSION OR APPROVED EQUAL MUMER NO. H-15069 (1') LB�IWNG N0. H-158 1 1/2', 2") 06 IN UNPAVED AREAS FORD NO.1.02-44 (1 ) & N0. L0 2- 88 1 1/2-) I 4.83 3.83 N0. L02:44 2') 36' MIN. 0.83 C�'ERSETIER OR APPROVED EQUAL 10" & 12" 45 MCDONALD W-209 WWDD 33 3.58E 2.95 OR APPROVED EQUAL BRICK AS / �-CORPORATION STOP (1•, 1 1/2% 2•) / MU 1 %� NO. B-25000 FORD NO. FB -800, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD -9 SIZE BRANCI' VALVE THE ' WATER MAIN WATER J. PLUG ,wv vn�v� TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCKCID METER BOX (SEE FIG. W-7) VALVE S > NO. 57 STONE M.J. FITTING I 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS ;.q,,..;. PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -16 ASTM A36 AND HEIS NUT ASTM A588 (TY?) LWD45TURSED BART UNDISTURBED 2 ^ 314' DIA r $011 (TYR) ALL THREAD ROiIS - VALVE 24" MINI UNDISTURBED EARTHPJ.d�k 4$ A 3 CONCRETE -LUG $' E w1;iATt4N UNIRI57QRSED FART MAIN fi �Ia�v NOTE- 1. OTTE-1. ALL RODS AND FASTENERS SHALL BE QVEN TWO COAT$ OF ASPHALTIC PAINT AFTER ASSEMBLY. 2, CONTRACTOR SHA<L ENSURE THAT THE COLLAR SEARS AGAINST UNV$TURBBD SM FOR THE WNIMCM D`MBNStQN SHOWW 3, DIMENSIONS SHOWN BEYOND THE TRENC4 WIDTHARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH tS LARGER DURING GON$7RUCT1014. THE COLLAR DIMENSIONS SHALL INCREASE ACCORDtN�SLY, CROSS N HO RESTRAINTS FOR VALVES NTS FIsJ. V1. B r TQ��r ZZUU SEKIES COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOK'S 2200 SERIES. WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK 70 INCREASE DEPTH TO 24" (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. :F'°MP AND ROLL. END OF COF PER IP4,P',; COPPER P -P-7 BE VERTICAL 1 } TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -10 JUHCTIC A BOXES, TRANSFORMER PADS S, PEDESTAL$, ET . SHALL NOT BE LOCATED WITHIN TVE 'RIGHT Of WAY. VARIES WATER .SEWER b LOCATION OF OTHER IJTILMES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS WATER OR SEWER ONLY 20' MINIMUM WATER SEWER ---^mow» 34' MINIMUM * SEE PART 3, PARAGRAPH D; SEPARATM OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG, W-1 TD -1. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL _...... 1 0 24 IN i°'.. Q24"MIN INITIAL BACKFILLS I I I o 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION E \ i , 41 INITIAL BACKFILL 4�MI 8. gUNSTABLE g" _ " •' MMINSOIL N MIN IN / #68 STONE x GRANULAR FILL AS , z krAPPROVED 8Y ACSA �A�LE bIL 0 RbC Z STABLE SOIL OR ROC NOTE 1. 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.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. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) MLLE THREADS WHICH IS /;� OR APPROVED EQUAL THE LOCAL STANDARD. "; LENGTH OF BRANCH VARIES 6' MIN A-- 2' TO 10' 6._��: (270') 7 CU. FT. 18" ALVE BOX t," \ #68 STONE 0 a\a�.. 6" GATE 36"MIN II VALVE r j 8 , ;...__._... _._..... 6 13 2500 P.S.I. CONCRETE �\ Il £ BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE��„> SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, 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' 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 FOR ALL BENDS >.,. . k < 4�' I min .i A MIN T SECTION 1-1 N.T.S. FIG. W-4 TD -7 45 2 ax L PLACE ' LVANI ED " WITNESS ' POST WITH " CAPPED E"QS PAINTED BLUE IN REMOTE AREAS MCIPLUG AS LNRECTED, MARKER LOCATION MAY BE SUBJEC CU.YD. TO HIGHWAY DEPARTMENT AP",OVAL, CU.YD. FINISHED GR.AQE 0 Q z II I NDJUSTABLE VALVE BOX W1 LM) .__..._"wH..__- II T_ 2.50 2 3.01 N 0 0 4" & 6" 145 i 2.00 2.25 12.60 MJ, GATE VALVE WATER LIME FOR TEE OR WYE FITTINGS WIDEN TRENCH L_ -i 2500 F.S.I, �\ ACCOMMODATE CONCRETE e 2'x ' BEARINGAREA. THRUST SLOG , 4 2.50 sae ° �5 41 BEDDING AS REQUIRED .� a er o NOTE INT REMOTE AREASO VALVE BOXES SHALL EXTEND .SIX I() [NICHES ABOVE dRA TYPICAL GATE VALVE 2.66 12.66 ITS 2.77 FIG. W -S j O w. 8 :F'°MP AND ROLL. END OF COF PER IP4,P',; COPPER P -P-7 BE VERTICAL 1 } TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -10 JUHCTIC A BOXES, TRANSFORMER PADS S, PEDESTAL$, ET . SHALL NOT BE LOCATED WITHIN TVE 'RIGHT Of WAY. VARIES WATER .SEWER b LOCATION OF OTHER IJTILMES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS WATER OR SEWER ONLY 20' MINIMUM WATER SEWER ---^mow» 34' MINIMUM * SEE PART 3, PARAGRAPH D; SEPARATM OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG, W-1 TD -1. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL _...... 1 0 24 IN i°'.. Q24"MIN INITIAL BACKFILLS I I I o 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION E \ i , 41 INITIAL BACKFILL 4�MI 8. gUNSTABLE g" _ " •' MMINSOIL N MIN IN / #68 STONE x GRANULAR FILL AS , z krAPPROVED 8Y ACSA �A�LE bIL 0 RbC Z STABLE SOIL OR ROC NOTE 1. 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.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. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) MLLE THREADS WHICH IS /;� OR APPROVED EQUAL THE LOCAL STANDARD. "; LENGTH OF BRANCH VARIES 6' MIN A-- 2' TO 10' 6._��: (270') 7 CU. FT. 18" ALVE BOX t," \ #68 STONE 0 a\a�.. 6" GATE 36"MIN II VALVE r j 8 , ;...__._... _._..... 6 13 2500 P.S.I. CONCRETE �\ Il £ BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE��„> SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, 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' 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 FOR ALL BENDS >.,. . k < 4�' I min .i A MIN T SECTION 1-1 N.T.S. FIG. W-4 TD -7 45 2 ax L SECTION 2-2 .... _............. ......... ........ ._... .,.... ..._............. ......... "."..... ............. _.."....._..."....._.,...................__..._...._....", PIPE I DEGREE BEND DIMENSIONS IN 45• SIZE OF Rk, MCIPLUG CU.YD. (FEET) ? CU.YD. BEND co Q z II L...._.._.L .__..._"wH..__- F 2.50 2 3.01 0.24 0 0 4" & 6" 145 i 2.00 2.25 12.60 0.15 ! ? 1 (n FOR TEE OR WYE FITTINGS WIDEN TRENCH TO - �\ ACCOMMODATE 0.15 i 11 1/4 ANCHOR IF 2.00 2.50 REQUIRED. W BEDDING AS REQUIRED .................t,. .._......: ,,i ,' �0 SECTION 2-2 .... _............. ......... ........ ._... .,.... ..._............. ......... "."..... ............. _.."....._..."....._.,...................__..._...._....", PIPE I DEGREE BEND DIMENSIONS .............._....._.......,.._.W_....._.._.._...................._".................�....._...__.........._E_.._._................._.._...3 VOL.TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) ? CU.YD. BEND co Q z L...._.._.L .__..._"wH..__- 90 2.50 2.50 3.01 0.24 n 0 4" & 6" 145 i 2.00 2.25 12.60 0.15 ! ? 1 (n 22 1/2 1.50 I 2.00 2.52 0.10 2.00 :2.25 1 2.50 , 0.15 i 11 1/4 1.50 2.00 2.50 0.10 W ....«.................................. ..._.......,."........."...... 90 ............�"..........._..",..........,...................,..........................,...._............3...........,m..„........_..:.m..........__............�._................."........�...............,.............,...,E 3.66 3.16 3.21 0.48 I I> 111 45 8122 2.66 12.66 12.69 2.77 0.26 I j I 1/2 1.66 1 2.16 0.13 3.16 2.91 2.66 a 0.32 1 11 1/4 1.66 2.16 ! 2.67 0.13 j 90 I 4.83 3.83 3.42 0.83 I I 10" & 12" 45 3.33 3.58E 2.95 0.43 ? 1 3.83 ? 4.00 1 2.83 0.52 1 22 1/2 2.33 2.58 2.86 0.24 1 1 11 1/4 1.83 1 2.33 1 2.84 0.18 33 ¢ 1 I I HKUS I LILUUKS AKE HLQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. !. USE 2500 P.S.I. CONCRETE. i. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD -3 APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT Z r o ■ • } Uzw ImZ J .� U LU 4 F W I = �z E E g� DD C v I 0 > m r, c W CaA -� L r >(0 VFW 0� 00o @J tin �p c �� 0 3 N co O 3 Ce +� 3 N L oLU r V a Li LU The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. VJ zz O co Q z O O n 0 U5T O Z (n O C) O>O stn/pC I.L CL W W � °° J 5 G W H OF OHNi/ T. NEEL Lic. No. 035780 12/30/ 14�v� SI0NAL e.A�r 1 NO. I COMMENTS I DATE V JOHN T. NEEL, PE KEVIN D. CONNER, LA LU TES, LHS 11/26/2014 1770.3 PUBLIC UTILITY DETAILS C4-07 M C C a 0) U H V) U Lai w� V L0 i U -1 = r1 a 7 or r ac a)'q s �� 0\ 0_ - 3:: C" /\ V)� C �- v a_ 1� U) a j' 0c Za o' �_ W z Wc Z U wZ M :2 r -L r,N 0)0 Z 0Z 0 C) 7) ,0 xw MATCHLINE #2 SHEET C5-0211 I , rFNERAL GRADING NOTES: \,lIiiiiiiIIIi"I /o W \, ., \ \ . s2s \ �,�\ _ __ ` 1. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ARE TO BE USED IN \ ` \ ` CONJUNCTION WITH THE EROSION AND SEDIMENT CONTROL NARRATIVE Lf 3 \ \ \ z NARRATIVE INCLUDES ADDITIONAL �� t I' \ 6 0 - - N • APPROVED FOR THIS PLAN. THEN + #1-1I,� J�.�f _ \ �� z'�' MEASURES SUCH AS DUST CONTROL, TEMPORARY SEEDING, PERMANENT '� L + �+ �- \ \ \ \ ` \ ' \ ` \ J J W SEEDING AND MULCHING. LU + I - I-+ � ` �� \i\El �� I � . � \ 632 ..._ ` \ � \ \ \ \\ \ �0��� W � 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE .� \ ,y 4 P \ \ . - PUBLIC BMP ACCESS/ \ \. \ \ '\ FROM ALL AREAS OF THE SITE.t1\ijjl+ £ I - - ` \ \ �F• SPO Ifi m I T4 i� 1,T= \ \ . _ 6z r MAINTENANCE EASEMENT \ L1J 3. EXCAVATION IS UNCLASSIFIED. I -I -ii \ ` \ \ \ �- f I \ t -I � �\ \\off : \ �.. \. � --A so Q\P�F m LT FENCE SHALL BE USED ALONG EACH SIDE OF PARKVIEW DRIVE AS - t 1-` I -f I ' + I \\""" \ ; \CL 4 SI 1-} q - \ �,V w IIZT \ �k _ o z NEEDED. `� �I-F I +� tt I 1 I I \ \ \ " \ h, • \ \ �� J N N 5. CONTRACTOR SHALL PROVIDE TREE PROTECTION ADJACENT TO AREAS OF +J_Ll�i" Ali ��j- "I \_r _ _ - - \ ` �- - ,�` \\ P �� c3 E E \ \ DISTURBACE/GRADING. TREES SHOWN SHALL REMAIN. SEE DETAIL, T �- � i -I 't p� ^ - - "' \ l \ - - • - > \ +-I Ir ' ,\\ C SCC _ - _ �` , \ \ G O^ , \� 8 �, Ln pA - /'/ O SHEET 13. \ +i I- � c / _ vF \ f E € r, v 6. BIOFILTERS SHALL BE CONSTRUCTED AFTER SITE IS FULLY ESTABLISHED + ` - �Es PUBLIC BMP ACCESS/ / �' \ \ - AND STABILIZED. BUILDINGS 6, 7, 8, AND 11 SHALL BE CONSTRUCTED qrn\ENANCE EASEMENT \ / - j^� 34_; \ \\� \ „ i / O Ild AFTER SITE IS STABILIZED AND SEDIMENT TRAPS REMOVED QD_ _ - Q STANDARD EROSION & SEDIMENT CONTROL NOTES: Ts, , -38 ' __ " �,,, •)z c) � a '0'o @J up I / / \ �� r. \\\ \ / a C7 ao ru n//�� ^ OTHERWISE INDICATED ALL VEGETATIVE AND STRUCTURAL \ \ \ \ \ ES -1: UNLESS 0TH M �� / \ ' - 3 \ \ // \\�� ` \ \\ SF \ \ \\ \ \'\ \ -,' / /' N `: 0 - � EROSION AND SEDIMENT CONTROL PRACTICES NALL BE CONSTRUCTED AND U DC / r 5 48' - \ \, \ �`' \ \ ` \ \ _ _ \ °` `� cis ai Ln _ 3 MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF O O \ \ \ \\ \ \,, \ \ \ \ \ \ \, _ THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA \` \ `\ \ a ` _" `c / \ BUILDING 4 \ \ \ \ \ \ \ \ \`; �\ w O x v REGULA110NS VR 625-02-00 EROSION AND SEDIMENT CONTROL \, \,' i \�/\ \ \ �/� FF=64560 �>i ,� \\ . \ \ \ \ \ \ \ \, \ .. ' s9� \ \ REGULATIONS. \� n._ _._ _\..._. _ // / \ , \ \ > U a w w ALL DISTURBED sF ' / ;s J �, / ,_ / - \\ �,., \ � , \\\ \ \ \\ \ \ ,\ .a �_ \2\. \ \ +, \• \ The drawing, design, and digital files relating to this ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR AREAS +� / 4 \ �// \ \\ PR I��a,a.TE _ \ \ \ are t TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE - LOCATI _ \/ \\ ' j^\\ \�\\ \� 0 \ NE``"X' \ \ \ \ \ \ project he property of Gay and Neel, Inc. The COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR ° /.. „h,,,,,,,, - �\ / \ \ _ raw{ \? Q \ \ reproduction, copying or other use of this drawing 11 I ,,, \ ` \ I ` \ \ without GNPs written consent is prohibited. TO THE FINAL INSPECTION. � \� SCC r: \\\\ \\� \ ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED - / 3\ /� - / \\ \� \��` \ w t E FIRST STEP IN CLEARING. 1 1� 1� %I �-I t \ 00\. / wc�° ° I _ j \vC \ \ \ \\ \ \� `'` mom\ .. \ \ \ \\ \ .,y , PRIOR TO OR AS TH ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN \ BUILDING \\ -1 `1 I � << • N \ \\ \ FF=6,43.10 \ I 11\ �\ \ � \ \ SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. '!�-� 14ri ti� _ ---11 , ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER It L �'p11 // '1 / \\ \ / \ \ \\ �,; 6'\ c y \ \ \4 \ \ 6' o0 THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, �I I+ ! // ' \ \\ \ / / \ \ \ \ ��' i \ o ` \ E / / / Q\ \ \ \ \ \\ \ \ sr� OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT 6,° m\'"„ ' / N \ �� ` \ A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW -L S� , • BUILDING 2 \u S ` AND APPROVAL BY THE PLAN APPROVING AUTHORITY. �- I / / , \ ^\ i \ \ \ 6+� \ \ / \ FF=45.93 ////�> \ , / \\rn \ '', \ ' h\`\ \ \ \ 6', \i \ ` \ \ 1 r ^ \11,\ VJ �1 1 ' \ > /fir \�\., \\� \ \ / `, / �, \ IP �\ SF \ \ \�,�',��\ \; \ \ ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY \ '-'rqF` ,+I ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT _ 6 �� 4 �' r\ �� / S� \ \ BUILDING/ ; \ " "O \ \ \ \� `\ \ \ ,. APPROXIMATE LOCATION z EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING A2� �, \ SF \\ ' / '�\\ FF -f40:60 '` \ h'i \ \ \ \ \ 7 Q AUTHORITY. UJ 6A +'�T-} \ ; \/ .. / \ /// r/ \\\�\ \ �, /i liIN- \ \ \\\ P \ \ \ \ \� \ \ OF FLOOD ZONE A O L - ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL 6 %6. � / MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND R8, \:•` \v^ // i \ \�\ �W ^/ \ \ ��' \ ` ,`\ `\\ \ \1�1 11 x \ \ \ CK z DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. \. I \ ,� N / / BUILpING 1 �� 6, \� \� \ / 32 ; ` \ \ \ \ \ \ \ g o %/'J` u..� FF=642.50 / \ �o \\� \ \ \ A \ \. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN ) ' \ ��,' \\ \�./ 34 ,y \` \�` \ \\\ \,\ ` ``� \;` \ �'` \ \` \ APPROVED FILTERING DEVICE. }, 1"\"-�',' SCC ' \\ 3g �� \ �6 \�I \ \/, \ \ \ \ \ ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES I'. t \\ii \ / r' \\ \ �\/ SCC \ \ \\\ •> \ \� \ 'It \ / S �\ \ \\\\ \\\ \ PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. I \• \ r , C ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS �`�o I \ I U.P. VEPC `\', \ / - - \\ �8//••- y \\\ \\ \\\ \. `\�\\\ \ \ \ `-\\LIMITS OF ;` \ v G r- OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. \ \ - #F� 50-4'' ARN 4/ \� \ ��\ \ \ \ ARING/ \ \ (n O f & s, BUILDING/7 l� \\ \ 8, \\ \\ \ CLE z v \\ \ Il \ , 1 �T I �a �' - SHEDS `k} \ \-� \ FF=s�Y.1b. 3? �\� \.\ ;` ,DISTURBANCE`\ - \ \. > N SEQUENCE OF CONSTRUCTION: 111 " I / I I S - �\ \6.67 AC. • \ \ O � J 1. CONTRACTOR SHALL INSTALL ALL ON-SITE PERIMETER "` \ \I�li \ / / \ ^ CONTROL MEASURES: SF, CEI, TP, SCC, DD, DV, ETC. / TP \ O / \ \ \ \ \ \ \ \ LJ. I'll\\ �LLJ , / \ \ �/ `1. \\ \ \\ N 2. CONTRACTOR SHALL INSTALL ALL SEDIMENT TRAPS. \\ \ II 0- 3: 1.� yF \ , I 1 (, / 3. CONTRACTOR SHALL INSTALL O' AND £'STORM LINES. �\; ,,,, \ ,, ....... - I \ i sr2 �\ \ :� 1 +'� Q r \ CONTRACTOR SHALL INSTALL EXCAVATED DI SEDIMENT TRAP I 1 /`'� �- \ \ 14 I \O \ 6/ \ -- - - 6 / �� \ \\2 PUBLIC BMP ACCESS k�, + AT D2 INLET. \- ` - SO �° UILDIN �� MAINTENANCE EASEMENT a- / \\ \ (\ s `\\ B G \\ \ �� \ \ I -v 1 TP6 N D \ TOPS <� FF s4� \ \r \\r. \ \ . \ `v \T \'�`i-+ \ 4. CONTRACTOR SHALL PERFORM ALL NECESSARY GRADING O/I I / \\ \ \\ y \ \ \ { I \ AND UTILITY INSTALLATION. CONTRACTOR SHALL DISCUSS \" TO TREE% ��<v STAGING ARBA / \\ �• WHICH TREES TO KEEP WITH OWNER PRIOR - / rt \ \ DEMOLITION. = I I _ 'acv - \ \\ / ~ \ ^/ / \ / `� \ z. \ \ \ \ \\ I I 1, I: . B II , / - AREA \ /� P E 5. CONTRACTOR SHALL INSTALL CIP, IP, AS STORM UTILITIES ( (n TP \\ ,' • \ ��,^� /v \ ^ �\ \ \ \ \ \ `\ \ \' \ `. - f* ARE INSTALLED. SEE DETAIL, SHEET C7-02 FOR WORK IN \ i I W \ I ` ; 5� _ _ I -___ \ \ \ - 'i- I \ , \\ STREAM. ` 1 1 �) ! \ , -- --- ��/i /� \\ \ \ \ \\ \\ �-\ �'i--rl� ., \ v. ` \ \ (� 1 ,' e.. 1 \ \\ \ \ \ '� / \ \ \ \ �\ \ S C 6. UTILIZE MEASURES FROM THE VESCH TO PROTECT I I \1 I �\ \ \ \ \ \ \14 tL W s r WV r l \ / \ \ \ \ - �d DOWNSTREAM AREAS FROM OTHER LINEAR UTILITY 1 l I i �\:,._.i UMP \� BUILo1 G s >. \ �\ \ \ \ � ` \\\ - Ai -L 1 .1= i INSTALLATIONS. H N�I I 1 ,, WV r _1165�J HOSE FF�s44.f�o / i\ \\ \ \` -� O.F T 7. STABILIZE ENTIRE SITE WITH T0, PS AND MU, OR PAVEMENTLU r ` $._, - ` I \' \\ / \\11/� �\ 1 �- u STRUCTURE WHERE FINAL GRADE HAS BEEN ACHIEVED. !� I.. - U.P. VEPC �\ `\ Tl:... I \ v % \ >✓ \ \\ \, r \•- tib1-1 I FF_g #R5 4 LT. / / `\� �\ \ \.:� 4�- ^' ,�, 8. CHANGE PARKING STAGING AREA FROM AREA 1 TO AREA 2. I ss.26 I '4 TALL. m,,, i ( 1 BUILDING 1,0 \ \ � \' \ Tri=L..1 O ,., / \. � \ PERFORM NECESSARY SITE WORK IN AREA 1 AND STABILIZE I I " ! O, WOOD OD FN C. I GJ = / , - N \. �- - V J 0 H N T. N E E L a <, C� - \ \ IMMEDIATELY. I ' I , W TP ' h ` a Y._ '' I I '` 1 / ------ --, \ FF 643133 \ , \ \\ \ ` \ -1 5, 1 \ 1 , I C „ .- Q s55.90 I D P 0 _ _ \ \ \ �\ \oma c. o. , r . AROUN O � "� � / S ,\ �\ SF �\ � Li N 035780 PERMANENTLY ESTABLISHED REMOVE DD AND "ate d- U` ," , ' ` I i \ ���� '' . \ / ` / \ \ \ \ • \ \, .� � // \ \� \ \ / ��'� \, `\ �' 12/30/14 �' 9. ONCE SITE IS I 4 \ 1 �n I : a --Q STS. CONSTRUCTION BIORETENTION AS DESIGNED (SEE I Z �--`---_-s5s.oi I '\ I / \ \ \ / i �,�� \ �� NTION SEQUENCE OF CONSTRUCTION ALONG WITH ' I TP "'' T E: ' �`` - - BIORETE Q ) III I �:: , '-t 0 / / T �\ �1 J \ \ / ��1 \ 32 " FQ �'s Cs� ASSOCIATED SCCS. II I /O� \ / / /vim 1 6 49.7 6 "�' \ ��� \ \ - ` F ZONAL R` o II I I J . �k `\ a` _ _ / _ J 4 300. X \ / / �' 1� - \ , \ \ \ \ \ \ �\ O� 10. INSTALL CE2. II I - // 7, , I t- -PR-D / / / / / \ > \ \ \ \ T TREES IN THIS AREA - ' ";/ „ I / \� Z \ \ � \ \\ �\ \ 6 / \ \ \ \� a=, SHALL INSTALL ALL ROADSIDE SCCS AND _� \F , - , / \ / FF=644.60 // \ \ . . \., \ S \ ., 11. CONTRACTOR ARE NOT COUNTED II :.` N r / 1 /� �. \ / BUILDING 11 , / '. / \ INSTALL SF ON THE DOWNHILL SLOPES. a _ B /, .;: \ TOWARDS OVERALL13 t; : # �, ` I , I ,` / ; 7 /i / �7 _ FF=642.96, // � \ \ / N O. COMM E NTS I, I .�- \ - - WV PlARKI AIyiJ / / .-, / / ,` g I \ \ DATE TREE CANOPY AND , , ` ,` , ", ,": �. �` � 1 . P . \ C .: / j I ® s r � / L -� ` � / 6_56 � �, � \ 12. INSTALL ADDITIONAL STORM SEWER CONDUIT UNDER ROAD �' ° �� / / `"� WITH ASSOCIATED CIP AND OP. SHOULD BE PROTECTED = I I i; '; % x ,Y G 7 > TP ` ' TAG I G AICA \ j/ / ; /// FF -6 / /44 C \� /L // ' I CM ` ST 5 ii \ \ PROXIMATE I LLI \+ r>? // CATION OF GREATEST # -- ' BUI G 12 / - \,` , TO THE RE , _ r,x _-_ 1 \ / / 42; J' I ... ._. \ t t % ` \ / 6 OD ZONE ,>X„ 13. PERFORM NECESSARY GRADING AND UTILITY INSTALLATION EXTENT PRACTICAL BY \ \ ., - . -- WV !- / i \`� \ _ - I , f ,_ v _ / / / ! 6� / I �. ON PARKVIEW DR. AND STABILIZE WITH CRS. THE CONTRACTOR AT : ', `'�\\.' 4 ;` / \ - �'6 \ \ •� ; ' l / I u /y RE OF THE I \ /i ... „ % ,, _ ��t / { / .1 THE DESI \ \ -:; - o�- 6 �j'/ 14. INSTALL FINAL PAVEMENT ALONG WITH To, PS, AND MU TO I I [] ; \\ __ 652 _ .--', _ //� / �� _ / DISTURBED AREAS. OWNER. CONTRACTOR \ I I - ` _ ----_ - \ ' a J / SHALL CONSULT WITH J ;. - _ L _ ..._ ___ -_ _. \ J~ I 1 - - _ \�0' 0 ER AND DESIGN 1. \ { o - \,/ \ .. 42 , «.. _ \J'' CE � \ \ � - 3.02 CONSTRUCTION ENTRANCE ENGINEER PRIOR TO q;, I I W ! � ;' ,;\ / \ �%j \ _ - i - -, - _ _ --- %'" , - 1 O , i;; \ - / 6 /-- - --- i,�; 6ao, - - - S SCC - - \ �" - _ GRADING OPERATIONS \ _ - . , - - S- B IN THIS AREA. TP - �� r,. - _ _ - _ J - - - - -�-= - - - ss;i al, _ , _ sF 3.05 SILT FENCE I �, / 6 \ �� _-- - __ - _--_-_ - �tf---- - -- - y O IF ANY OF THE ; , � + -- / JE _. 'b _. - _ _ _ . - - - - - - - ;- 2� _.r -- - - -.1 11 IS I ,, \�R r - - - __ - - , \ SF - ,�011, / :t , a,,:F . +� _/ \ . '', ,.6 / ... ..._._. ........ . _- ___. �+/-+ ._ �N,`,r° TIC .<\ .\� - 6 IP 3.07 STORM DRAIN INLET PROTECTION 11 \ ,,,,, ,,,�; TP _ , R \.- Sl�l/ REMOVED \\ / / ---wr --- - ,�,d o / O SUPPLEMENTAL r Q ' \\\,.' E , \ ' _.------- -- ----- �� / fit Z, -1 II lell \. EVERGREEN PLANTING % \\,. /` G _ ,' ° \ - / / 640",,"I"a / . CIP 3.08 CULVERT INLET PROTECTION WILL BE INSTALLED TO / / .. P ,\ 3071 - / \." S 36 O I l „.: ; �: f \ \ �\ \ NAN / ELP BUFFER VIEWS OF \�i _ __ i , _. ,, T 1 / 4 �� L r / - / CIP \ / '" , -- MAINTE CE EASEM�EN /., , 2 E PROPOSED \ 3 _- ; \\, _- - / 3.. \ TH \ ,_ ., SF - :- DD _ _ r r / \ 3.09 TEMPORARY DIVERSION DIKE • DEVELOPMENT. � �\ _ _ _ - -- -- _ \ \ oI 11 \\a� 11 i \ r \ a� \...�\ :\\\\, . fl \ \__;,., f, i �- .✓ / \\�., \.,off\\`f .. ._. .... _ J r "Y /. /' .3 / - / /. / . / .. _. .. _..._.... -.. .__ ... . _._. - _.. ... Dv 3.12 DIVERSION _ __ . ; _ - SF _. / ,G % / - L, PEI SCC 3.17 STORMWATER CONVEYANCE CHANNEL � '\� '/ / , /'SF / f 62$ _ . __ -_ - I 6� / / _ .., _ O CE1 / _. _ _ / _ N SCC f 4e, / \ j / 6 -- \ ;:. r �.:'' _ _ . _ _ 6�� VIN D. CONNER LA ' o USC )f / -,, / -.,. / 62 EQGE- _ / S 6 . 2 3.25 UTILITY STREAM CROSSING I - ,. - / _- OF TRE _ - �I _ Z K - / - ,_ - ES_ _ \2 / / O B0 I // // r \\ 2" ARD 6 /� �� / "I SET c� SF- J I / .« -.,_. / < / i r '' \ \ - 6`L - ^ FENCE _. - - - - / / !K _.__._____ 10-• _ FRo TES LHS 3.31 TEMPORARY SEEDING � / _ - -'. 1-11- 0 f - 620 �. G / o , OP - / i \\\ - i \ \\ G) � _ _ - \ : -\ / �. .,'ice. " - +�+ \ .- ... l .._ i s ..._- - a _ _ G :.: \ \\. AN PS °. 1 CIP \., \\ a\� - -BR / /� APLAT S -Y W.SMORRIS 3.32 PERMANENT SEEDING \ 4 /i / _ - - .. 6 n / O zip _, / / / / _ _ / r / _ 1- - / _..._..._... _..._ ..._...-_... _.,._. - .. TED \ //\\_ _ / r , ,- 14.. _. _ _ `a.- '.'. 612 - / / 11 /26/2014 • } FO R A. - �� ,K 12 88 I, \ 10, MU / / y' / / _REVS \\ �': \ 3.35 MULCHING I 1 , ,A � � SF { _ r \\ \\ O _ . \\\. �a„ i / f 6 NOTE. 100 MINIMUM / i '\ �/ /' r / ,' f /. 0\ , , y ;; , GRAPHIC SCALE i �11 I -' PUBLIC BMP ACCESS/ SEPTIC DRAIN FIELD =� k 30 0 30 60 G 3.38 TREE PROTECTION 6 I - MAINTENANCE EASEMENT / f / / Y.: 'v r /' 1770 3 i SETBACK FROM B CH RAN \� - / \ \\\ \\\ % / , r /'' (FROM D.B. 1028 PG. 345) \ \ a` /I - ` �� r,/ / / / / / /' �,_''7.'.. ,,'r" /' 1 inch = 30 ft. `�,`�.,\.,.....°\ �....I 11 ea \' �\��,`\� Dc 3.39 DUST CONTROL 'k / 6� /`/ 640 R �. 0P ` / /' A'n-� / \ i �' I _ / / / ,. / CONTRACTOR SHALL ALSO TAKE ANY ADDITIONAL / ' ST SEDIMENT TRAP TO BIO -FILTER CONVERSION s "111111 "I i ; `�� r SCC \\_ - r / / ' MEASURES NEEDED TO PREVENT SEDIMENT /. / O / r �8 / / I , f \\_\ _ - / / , - / �o DEPOSITION INTO THE PROPOSED BIOFILTER , �\ O �\_\ �i4iIIIII ; ` MATCHLIINE 1 SHE TET C5-02 ,' i 6 ' LOCATIONS ON SITE. / �\O F,�` i4% \ ■ \� G 1 r\�� �■■ / Fes\ '/ / / OGP �P /. EROSION AND SEDIMENT CONTROL PLAN 1 111 11 IN 11 C5-01 U d LL_ 0 v ., U) UJ it o UJ �I 3 Ln o U +,I rn -C (nI Q o� r-0 r` j N U)co i Vo N C v IL C N C: T z oa_ / J Z0 it Of wz w0 z U c� wz /w 00 �U) l 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. -kW 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 DISCHARDED INA MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. P D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. N J 311114 .s.;•• {7: kzz SF \ w \ w,. f./ 7 / 1 } .I } r - - ' \dao a ' � r o ORIGINAL1 1 00 3 /GROUND 0.28 AC 0.18 AC 0.53 AC f ELEV. DRY STORAGE TOP AREA _ _ 1.0' 67 CU. YD./ACRE DRY N 00 DRY STORAGE VOLUME STORAGE DEPTH 3' WET STORAGE TOP AREA EMBANKMENT HEIGHT (H) 67 CU. YD./ACRE 4.4 (EXCAVATED) WET WET STORAGE VOLUME STORAG FILTER CLOTH ORIGINAL BOTTOM ELEV= DEPTH GROUND WET STORAGE BOTTOM AREA Ems' 423 SF "COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH_ (IN = 00 (6 X DRAINAGE EA) "J�-,,,\ DRAINAGE AREA- 00 AC. p s WET STORAGE TOP AREA DIVERSION / DIKE ' COARSE AGGRE**GATS EXCAVATED r (/ /\FILTER CLOAREA j��/jam * * COARSE AGGREGATE SHALL BE VDOT J3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) .ALE TEMPORARY SEDIMENT TRAP TRAP # 1 2 3 DRAINAGE AREA (A) 0.28 AC 0.18 AC 0.53 AC TRAP FLOOR DIMENSIONS (LxW) 14'x17' 11'x16' 19'x24' EMBANKMENT WIDTH (W) 3' 3' 3' EMBANKMENT HEIGHT (H) 4.4 4.4 4.4 DRY STORAGE VOLUME 18.76 CY 12.06 CY 35.5 CY DRY STORAGE TOP AREA 266 SF 181 SF 423 SF DRY STORAGE DEPTH 3.4' 3.4' 3.4' WET STORAGE VOLUME 20.4 CY 12.3 CY 36.3 CY WET STORAGE TOP AREA 162 SF 98 SF 288 SF WET STORAGE BOTTOM AREA 81.8 SF 38.2 SF 177.2 SF WET STORAGE DEPTH 4' 4' 4' OUTLET LENGTH (L) 1.68' 1.08' 3.18' WET STORAGE BOTTOM ELEV 630.00 630.00 626.00 V, Z SO��F�o�e�F c Op . �D R7�1�\YSTFM GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 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 SPECIFICA11ONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA11ONS 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 RAINFALL 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 RECLAIMED WITHIN 7 DAYS OF COMPLE11ON PER ZONING ORDINANCE SEC11ON 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 7:00 AM TO 9:00 PM. 15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND 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 APPLUCABLE, ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING, OR OTHER POR11ON OF THE PROPERTY. U) l fo V A ,I •i ?ala Z O ` USC ti \ Q z � J THROUGH AUGUST TO CONSIIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECIT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. iwms O T2 O0- SF 0 ,\ c) 7�� m Z wO O 0 O> N Q u Q) c V D. CONKER LA z MWIF v o � .- v v G 0� c -I = Sm a� �Iz W W LHS (nIZm.o nA V s w O m p N (0 Ln O 4- W r -I N y� ... yw P6.co U E r 0 0- LL w�5 The drawing, design, and digital files relating to this project are the property , Y reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. D-� �s go) Z U) V z .. Z O ` USC ti \ Q z � J THROUGH AUGUST TO CONSIIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECIT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. iwms O T2 O0- SF 0 ,\ c) 7�� U) V z Z O Q 00 Q z � J THROUGH AUGUST TO CONSIIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECIT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. iwms O J� Lull O0- 0 Lu! c) 7�� m Z wO O 0 O> N Q u Q) c V D. CONKER LA z C v o � .- v v G 0� c -I = Sm a� �Iz W W LHS (nIZm.o nA V s w O m p N (0 Ln O 4- W r -I N aj Ln .. ... yw U E r 0- LL w�5 The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. U) z O Q 00 Q z � J THROUGH AUGUST TO CONSIIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECIT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 0- O O0- 0 z c) SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. Z C) O 0 O> N LSI < C/)0 D. CONKER LA 18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR w W1 '45 � � Q G WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE W LHS COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. �.jpITH -0 JOHN T. NEEL a Lic. No. 035780 �o P0 12/30/1 I�Z!00 NNAL NO. I COMMENTS I DATE 16. 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 OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINITER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECIT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 17. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000 SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. JOHN T. NEEL, PE PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 2 CLKEVIN D. CONKER LA 18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR I CLOGGING TO STRUCTURAL (MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE oTES, LHS COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 19. ALL TEMPORARY EROSION AIND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN WEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 30 GRAPHIC SCALE 60 1 inch = 30 ft. AIPPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT 11/26/2014 1770.3 I EROSION AND SEDIMENT CONTROL PLAN 2 C5-02 70' MIN. EXISTING PAVEMENT (WITHOUT WIRE SUPPORT) 2 X 4" WOOD FRAME DROP INLET W RIPRAP SIZE: = Y" A� 3' 5'1 ~ 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH WITH GRATE V 1 L » - d50 i. UPSLOPE ALONG THE LINE OF Z �n - STAKES. " r " =. A TFILTER CLO MOUNTABLE BERM - FRAME t, 6" MI 1.5 MAX` 1 A (OPTIONAL) 6'M I \ I �_ J z \ W (MIN.)= Y' SIDE ELEVATION % / I I -� L1J LU EXIS TNG GROUND _ y �� �/ _ I DRIP LINE I I w = ado ;.4 iN1 11 7 t - IN. 70' MIN. CHANNEL _ ` r Y - ---� ,< - / 3, L m w_ �� w O �.... 9 10' MIN. /_ ae. *V0 FLOW , SNOW FENCE I I I I l i ATHER o E �y �/ ' PIPE OUTLET TO FLAT • I I I i �EXCESS ' NO DEFINED I I i AT CORNERS Z L o r , „ AREA WITH U �/ � - � <y' CHANNEL _ 10MIN. 4 / N' � Q .� v \„+1 \, 12' MI J. F EXISTING 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 00 00 '' o m PAVEMENT TO STAKES AND EXTEND THE EXCAVATED SOIL. IMM PERSPECTIVE VIEWS >- PLAN VIEW W IT INTO THE TRENCH.LLI 00 I �rM :MM STAKE (i� z m _j � an - VDOT #1 POSITIVE DRAINAGE 10' MIN." \ .- , V i LL, p Ln o cG �J COURSE AGGREGATE a TO SEDIMENT •! BOARD FENC IMM t I o o La- Y I TRAPPING DEVICE �d k{ / -,? -.- R ` / CORD FENCE FABRI `x +' v � * MUST EXTEND FULL WIDTH - OF INGRESS AND EGRESS =l ted'' E - H,' / v CHANNEL _ 0 % OPERATION PLAN VIEW /"� �11t I, /�. ° ` PLASTIC FENCE - \ V Li w _-> 1p "' MIN. CORRECT METHODS OF TREE FENCING ' t do Y• 12' MIN. y' „ /�'' FLOW€'�I i ! o:: The drawing, g, design, and digital files relating to this ,I` .p' 1• I project are the property of Gay and Neel, Inc. The 3" N. _ reproduction, copying, or other use of this drawing FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER 3" N. SHEET FLOW INSTALLATION I �I 1�r� I 1' `•,,% without GNPs written consent is prohibited. SECTION A -A (PERSPECTIVE VIEW) r7lELEVATION OF STAKE AND FILTER CLOTH I I FABRIC ORIENTATION DETAIL A 0P SECTION A -A I FLOW 3'M DESIGNATION La 3do W 030 d 6'-7' oo » SPECIFIC APPLICATION CULVERT 1 &2 9 3.75 10.25 6 9 , NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION - - - -- - - r~ \ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE BASKET, OR CONCRETE \ ` . INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED CORRECT TRUNK ARMORING THAN 596) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT USING PLATES 3.18-3 AND 3.18-4. POINTS A SHOULD BE HIGHER THAN POINT B. i* EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT OP REINFORCED COtNCR DRAIN SPACE CE DRAINAGEWAY INSTALLATION SF TRIANGULAR BOARD FENCE a APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IP z LESS THAN 6 INCHES. SECTION B -B NO SCALE (FRONT ELEVATION) IN STREET OR HIGHWAY MEDIANS. 0 Z z 00 NO SCALE CHANNEL OUTLET PROTECTIONINO SCALESTONE CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE NO SCALE TREE PRESERVATION OPTION SILT FENCE DROP INLET PROTECTION 2 Q M 0 Source: Va. DSWC Plate 3.18-1 SOURCE: Adapted from Installation of Stmw and Fabric Filter Barriers for Sediment Contral.VA DSWC PLATE 3.05-2 Source: Va. DSCW Plate 3.38-2 SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual. 1988 PLATE 3.07-1 0 > SOURCE ADAPIID from 19ffi3 Maryland Standards for Soil erasion and Sediment Control, and Va. DSWC Plate 3.D2-1 Sherwood and Wyant The Virginia Stream Restoration & W - z Stabilization Best Management Practices Guide ORIGINAL SILT FENCE CULVERT INLET PROTECTION U 2 T GROUND RIPRAP SIZE: dw- 6" DETAIL 5A: PUMP-AR0UND PRACTICE Ems• DRY STORAGE TOP DIMENSIONS 1.0' NDWALL z U) p o A _ i� y, ` � � A �� DRY STORAGE VOLUME N j H > J O W \ \`° '`,� WET STORAGE TOP DIMENSIONS TRAP # 5 V O Q 3d (MIN.)= 6' h DRAINAGE AREA A 1.46 AC L•L m A o WET STORAGE VOLUME ( ) TOE OF FILL ----CULVERT � � ` j k (EXCAVATED) WET \\ 3 a \ 5 W sroRAc FILTER CLOTH ORIGINAL EMBANKMENT WIDTH (W) 3' 3 J do=24 YY}\_: Existing Sediment Trap sEPTH GROUND EMBANKMENT HEIGHT (H) 3.4' o \\,, - ��i � Diversion PumpELEV. �E;\\ \,� ., G On Site DRY STORAGE VOLUME 97.8 CY I PIPE OUTLET TO WELL ti COARSE AGGREGATE CLASS I RIPRAP \ \ :a tri DEFINED CHANNEL' �� DRY STORAGE TOP AREA 1468 SF Dischar a Hoses CROSS SECTION OF OUTLET g g f - DRY STORAGE DEPTH 2.40' ~ P Intake WET STORAGE ME 97.8 CY Dewatering Pum Hose LENGTH (IN FEET) =L WET STORAGE TOP UAREA 800 SF PLAN VIEW p CLASS I RIPRAP P (as needed) (6 X DRAINAGE AREA) DRAINAGE AREA=A WET STORAGE DEPTH 3.9' ----- L 22' DIVERSION TOE OF FILL -- DIKE OUTLET LENGTH (L) 8.8' A A SILT FENCE-----, FLOW Flow *DISTANCE IS 6' MINIMUM IF FLOW o z �- Work Area -.-r- '. IS TOWARD EMBANKMENT d= 9" \ .\, \ "-' IIC4..._- Sandbag/Stone Barrier OR SEDIMENT TRAPS 1- FLOW H �F F 4, SEE DETAIL ON SHT C5-02 FILTER CLOTH KEY IN 6'-9'; RECOMMENDED FOR ENTIRE PERIMETER * OPTIONAL STONE COMBINATION SECTION A -A Work Area sump -hole 1.0' Discharge Pump Pum to be Monitored Or Pool / COARSE AGGREGAZE / 1.5' 0 P J HN T. NEEL Into 6" d-50 Continuously During the 12" Min Depth D(Rv�ATED FILTER CLO /�/�� Q'c Outlet Construction Period 2 Min Diameter LiC. No. 035780 Protection ** COARSE AGGREGATE SHALL E O� 357 OR #5 STS FLOW h a 1 2/30/14 '�� NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION PLAN NO SCALE OUTLET (PERSPECTIVE VIEW) �- 25' BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. SOURCE: VA. DSWC TEMPORARYSEDIMENT TRAP PLATE. 313-2 oNAL 3. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT * VDOT 3, 357, 5, 56 OR 7 COARSE AGGREGATE ASS I RIPRAP LESS THAN 6 INCHES. Opt # # # # #5 NO SCALE To REPLACE SILT FENCE IN HORSESHOE " WHEN PIPE OUTLET TO WELL DEFINED CHANNEL Sheeting HIGH VELOCITY OF FLOW IS EXPECTED No. COMMENTS DATE w ... NO SCALE CULVERT I N LET P ROTECTI O N Source: Va. DSWC Plate 3.18-1 3' Base Flow + 1 Foot \ SOURCE. ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 Work Area (2 Foot Minimum) FLOW FLOW Cross Section Of 6" d-50 Riprap/Stone Diversion -moi SECTION A -A J I� t � � r i 0 o a FLow���� ��(�� ��� \� Adapted From u; \ " r) �/ ���\ Maryland"s Waterway \ o - FLOW Constructilon Gudielines USC R ° s 0 o SEDIMENT -LADEN RUNOFF tt' P 1O AS DEPTH B€LOW TOP OF INLET �' \ '' I.;_ \, r MIN. 1 -MAX. 2' TEMPOIRARY INSTREAM t GRATE \\ REQUIRED DECEMBER 2003 VIRGINIA DEPARTMENT OF CONSERVATION RECREATION V) - - ^ I- CONSTRUICTION MEASURES a \ \ \ •a< 4'.. . • ISI � U _ JOHN T. NEEL PE .� I N i -III -III -III .� ;L ;I, III -III NOTES: ' - �H=6. VJ "III-' III -II' \ \ 1. SEDIMENT TRAP 5 LENGTH AND WIDTH SHALL BE A MINIMUM OF THE R `: Q) 00 DIMENSIONS LISTED IN TABLE, BUT MAY BE EXPANDED TO TAKE THE KEVIN D. CONNER LA d ITii III ll1=t„ SHAPE OF THE BIORETENTION AREA., o MAX. SLOPE 2 A N_JJ�-moi aZ_ 2. THE MAXIMUM EXCAVATION DEPTH AT THE CONSTRUCTION STAGE - ill -Illi III Illy Vii. / MUST BE AT LEAST 1 FOOT ABOVE THE POST -CONSTRUCTION =11 lii_� III= \� ��/ �� INSTALLATION. - �� STORM WATER WITH -I ,P I LARGER PARTICLES \ y` 3. THE UNDERDRAIN SHALL BE INSTALLED AS PART OF THE SEDIMENT o TES, LHS c LARGER PARTICLES ?=11 4. HOLES 111-1 SETTLE OUT \/ \//\\' 8 SCH 40 CONNECTION R Vo FOR` 4. WHEN CONVERTING TRAP TO BIORETENTION CONTRACTOR SHALL: �o - REMOVED Il DEWATERIN I <s/ // / 10�X8�� l 1-11 / /� A. ENSURE AREAS UPGRADIENT OF BIORETENTION ARE STABILIZED c =i-\\ �� ; �. �\ \ \ PROVIDE WATERTIGHT ADAPTERS rn Q T// 9�, B. DEWATER TRAP PRIOR TO EXCAVATION TO FINAL BIORETENTION�\�\\ II^I >�\ T EXCAVATED FLOOR ELEVATION. CIL PROVIDE FOR SCHEDULE 40 E 11/26/2014 DRAIN INLET / // C. CLEANOUT DEBRIS FROM BASIN AND FLUSH ANY SEDIMENT OUT NO SCALE E PIP KIM \ \ \ffi it III__II�// / i OF UNDERDRAIN. T ham% \ c Z o I�-11-If=�lf�l>I�=LLI�II i 11 1 1� ;� / \ \ Vii\ \ \ \ \ \ \ /A D. FOLLOW OTHER BIORETENTION INSTALLATION INSTRUCTIONS » » X � -1l1„ I�II�I I;�I X11;,;,\ \,�/ �,\ \\,� ; ;\;,�, ;,,,\, ; N YLOPLAST INLINE DRAIN 10 X8 V /� �\ \ / / LISTED IN THE C3 SERIES. 1770.3 W o / / / / �� \< � ,i � o vv, til fat ; t8 olo' f r. 'I? z\�\ \/y\ \\ \\ \\/\ \ \\i t t1.1#�1 - U /\/\ / \/ Z � SPECIFIC APPLICATION v/�\/ /\ \'`\/\/\ \ \ \/\\\\"��, CD �111;it.>� �.t:�.,: f1�, �tl<t�,� ���u:l�<,��� ��t jt s .,lf.fff Z \\ J x t..( €f)I.T..,1, t'e [Ft if 13 t<'3" t3t teas c#titsti€s tc5If Yv //�j\� / /\/ jW //.\� \ \.C\ n\ .\�C\\\\n .\ \\r\ \ \\ al( 3f iIdv M � 0 o THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS EXCAVATED SEDIMENT TRAP f, f 3;, Y j tlttt t t t' ttt. ,, � i it tti . JI e l lx� ft It :ll' i j f = u'' ttl kc t EROSION AND SEDIMENT Ld ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF IP FINAL BIORETENTION FLOOR ELEVATION = 628.0 MAINTENANCE ARE DESIRABLE. EXCAVATED FLOOR 111>1 t`t1�� tit cjtlt Mkttt`? CONTROL DETAILS 0 Q ELEVATION = 626.5 3 Z NO SCALE EXCAVATED DI SEDIMENT TRAP����� �� \ ; _\�� NO SCALE \ „ a 0 0 APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT C 0 SOURCE: MICHIGAN SOIL EROSION AND SEDIMENT PLATE 3.07-4 SEDIMENT TRAP CONVERSION TO B10 -RETENTION FILTER C5-03 1-1 .. X CONTROL GUIDEBOOK, 1975, AND USDA -SCS xW SYMBOL QUANTITY SPECIES COMMON NAME CONDITION CANOPY TOTAL CANOPY A' 19 Acer rubrum Red Maple W cal 397 7,543 M 28 Betula nigra River Birch 8' 397 11,116 U 20 Uriodendron tulipifera Tulip Poplar 17¢" cal 387 7,740 00 33 Cercis canadensis Redbud 1" cal 124 4,092 Ci 30 Cornus florida Dogwood 1" cal 124 3,720 Ce 29 Cornus stolonifera Red Twig Dogwood 15"-18" 72 2,088 Vd 28 Viburnum dentatum Arrowwood Viburnum 15"-18" 31 868 z z r V 5 0� J� ■0 W 1 F LU r 2 zL o $ a U ,n }+ N Z' z O 0 ° Q �. v 0> 0m�� r\ c w 4A L � r nz w O -moa m o 3 9�"-1 LU i In X E N a-LLw � r U The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. v! z< Q Q 00Z C0 G JO CK O— O O n O H C) o z (� C—:) C) a SITE LANDSCAPE PLAN 11 a\ o w� \� n m ,� 1 inch = 30 ft. C6-01 a Y',g\ 2 (Y) LL q (1) C 0 _Z_ Cl) 0C (1) cc: (1) _r U) 0 0- cc LL < LL > (D C z U 0� C W z W < Z W WZ n 0 > W r-) W n, n n' W W 3.93 \M SPACE 6�6 A 3.93 m J 0 !"'I", m la .6mill 0 kqmmm z < �S" 5 10 < z �D_ .... ... . J . WIN 110 '14 v FOREST/OPEN TOTAL IMP "IN A 01 Nx"5W\P'\" APP -A R 7A Ar AREA 0.88 TURF AREA 3.93 E' SPACE AREA ............ 3.93 WNKS IN \ vn _%\'6111�k"'�'\"�f' P M, am K W, "M m N w Z E' �"ntq WN, 0111 a ......... m J 0 !"'I", m la .6mill 0 kqmmm z < w < z �D_ ;`\ J (v) C) WIN 110 '14 or 0 A, 'xcz' ARffl\\ LU W 5 me G 0 Z sm-_" vahak:440"Ki", '�.Amhmi (Y) WNKS IN \ vn _%\'6111�k"'�'\"�f' P M, am A IVP m " SaNIN '14 W' RN 711 Lj W Q 0 < (L Z Ld 0 C) 0 C14 0 0 < LLJ Z z N !2<11) it _J 00 0 CL < < z U) Ld z < 0 N 60 0 60 120 1 GRAPHIC SCALE FEET miiaz m 'Zo z IZI\ z < 00 < z �D_ A IVP m " SaNIN '14 W' RN 711 Lj W Q 0 < (L Z Ld 0 C) 0 C14 0 0 < LLJ Z z N !2<11) it _J 00 0 CL < < z U) Ld z < 0 N 60 0 60 120 1 GRAPHIC SCALE FEET miiaz m 'Zo z 0 z < 00 < z �D_ J (v) C) 73 or 0 0 LU UJ fl� ULL, I I:: 0 Z U) UJ I (Y) 0 > < 0 0 n LLJ 1;3 W/ CL 5 4- rj a) 2 E E Q) m W 0 0 Ul) tio U -0 .�= > 0 (133') C: 'Lur W L_ 00 Z M C:) '00c, z LU T (A Lr) U 0- LL LU The drawing, design, and digital files relating to this project are the property of Gay and Neel, Inc. The reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. U) z 0 z < 00 < z �D_ J (v) C) 73 0 0 C) 0 Z U) 0 U 0 > C\1 0 LL1 _J (Y- 0 n < LLJ W/ m _J < 2 W Iff H J HN T. NEEL LIC. No. 035780 ,�P 12130114 0 NO. COMMENTS DATE 'E I JOHN T. NEEL, PE :2 KEVIN D. CONNER, LA TES, LHS UJ 11/26/2014 1770.3 PRE—DEVELOPMENT LAND COVER MAP SWM -3 3 a j M @ W 00- 0 a.O O a0 (f)� mo 5— QI o � Q I� L M Q O r r r N N M (D L r � O 0 N N C N n Q Q C �ry- N W �0 Z U r) W Z wQ Z_ (D Z Z ww M � tion 0 r J ji, W m i c W (6 � D � 0 Xn