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HomeMy WebLinkAboutSDP200800074 Plan - Approved Final Site Plan and Comps. 2016-08-22U q- 0 0 w W V. O U +) s J rj : Ci Q N orn N a� s� ,-'o V) N c \ 0 n /\ G N O a� o� /w Z O Fyz W J W Q Z c� w w w � 0 o� � Z �Q �w rn= c V) �3 L_ Ld 0 W !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 f2 FEET HORIZONTALLY FROM THE ACTUAL LOCA11ON OF THE BURIED UTILITY. 6. ZONING/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 COUNTY'S 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 MANUAL, (MOST RECENT EDITION) 30. THE MINIMUM REQUIRED DENSITY FOR ALL COMPACTION SHALL BE 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN f2% 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. EPAERSON COrvIPAC)NS VE DEVELOPPAENT PLAN ALBEMARLE COUNTY, VIRGINIA VICINITY MAP: SCALE: 1"=1000' PROPOSED SANITARY SEWER 6"VV EXISTING WATERLINE PROPOSED WATERLINE ====24"==== EXISTING STORM SEWER m M m m m m m m M PROPOSED STORM SEWER PROPERTY LINE - ---- 2100 ------- EXISTING 2' CONTOURS 1200 PROPOSED 2' CONTOURS x 90.56 EXISTING SPOT ELEVATION 90.56 EXISTING BUILDING SITE LAYOUT AND DIMENSIONAL PLAN PROPOSED SPOT ELEVATION 90.56 X PROPOSED TOP CURB ELEVATION 9p,5g PROPOSED BOTTOM CURB ELEVATION LIGE- - - EXISTING SANITARY SEWER PROPOSED SANITARY SEWER 6"VV EXISTING WATERLINE PROPOSED WATERLINE ====24"==== EXISTING STORM SEWER m M m m m m m m M PROPOSED STORM SEWER SHEE F INDEX EXISTING EDGE OF PAVEMENT SHEET TITLE PROPOSED PAVEMENT COVER SHEET AND GENERAL NOTES PROPOSED GRAVEL EXISTING CONDIMONS AND DEIMOLITION PLAN 1 PROPOSED CONCRETE/SIDEWALK EXISTING CONDiTiONzS AND DEIMOLITION PLAN 2 EXISTING BUILDING SITE LAYOUT AND DIMENSIONAL PLAN C3-01 PROPOSED BUILDING C3-02 - - -OHE- EXISTING OVERHEAD ELECTRIC LIGE- - - EXISTING BURIED ELECTRIC ------- TV -------- EXISTING BURIED CABLE TV LINE ------- G - EXISTING GAS UNE - - -TEL- - - EXISTING BURIED TELEPHONE LINE SITE UTILITY PLAN EXISTING FENCE LINE X X C4-03 EXISTING TREELINE ® BENCHMARK LOCATION U.P. EXISTING UTILITY POLE -E EXISTING GUY WIRE SHEE F INDEX SHEET # SHEET TITLE CO -01 COVER SHEET AND GENERAL NOTES C1-01 EXISTING CONDIMONS AND DEIMOLITION PLAN 1 C1-02 EXISTING CONDiTiONzS AND DEIMOLITION PLAN 2 C2-01 SITE LAYOUT AND DIMENSIONAL PLAN C3-01 ROAD PLAN AND PROFILE C3-02 SITE GRADING PLAN C3-03 SITE DETAILS C3-04 BMP GRADING DETAILS 1 C3-05 BMP GRADING DETAILS 2 C3-06 BMP GENERAL NOTES C4-01 SITE UTILITY PLAN C4-02 SANITARY SEWER FORCE MAIN PLAN C4-03 SANITARY SEWER PROFILES C4-04 SANITARY SEWER FORCE MAIN PROFILE C4-05 WATERLINE PROFILES C4-06 PRIVATE UTILITY DETAILS C4-07 PUBLIC UTILITY DETAILS C5-01 EROSION AND SEDIMENT CONTr•ROL PLAN 1 C5-02 EROSION AND SEDIMENT CONTiROL PLAN 2 C5-03 EROSION AND SEDIMENT CONTROL DETAILS C6-01 SITE LANDSCAPE PLAN C6-02 SITE LIGHTING PLAN C6-03 LANDSCAPING AND LIGHTING DETAILS E1-1 POWER RISER DIAGRAM AND DETAILS EITELE PED EXISTING TELEPHONE PEDESTAL OGV EXISTING GAS VALVE ❑ GM EXISTING GAS METER *LP EXISTING LIGHT POLE �w EXISTING WELL QQ DRILL HOLE ALT. EXISTING FIRE HYDRANT •- PROPOSED FIRE HYDRANT OWV EXISTING WATER VALVE e PROPOSED 'WATER VALVE ❑ WM EXISTING WATER METER m PROPOSED WATER METER O CO EXISTING SEWER CLEANOUT 0 PROPOSED SEWER CLEANOUT OSMH EXISTING SEWER MANHOLE MI. PROPOSED SEWER MANHOLE BLVD. EXISTING SHRUB MIN. EXISTING TREE OPROPOSED TREE -n -a-� EXISTING SIGN T- _v -v_ PROPOSID SIGN OTP BORE HCE/TEST PIT A CONTROL POINT O IRF IRON RO FOUND IRS IRON RO SET 0 PROPERY CORNER • FP FENCE FDST (TBR) TO BE REMOVED ACSA GENERAL WATER & SEV" CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER & 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 UNE. 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). @ AT LB. POUND A/C AIR CONDITIONER M METER AC. ACRE(S) M.B.L. MINIMUM BUILDING LINE ALT. ALTERNATE MAG. MAGISTERIAL APPROX. APPROXIMATE MAX. MAXIMUM AVG. AVERAGE MB MAIL BOX B.M. BENCHMARK MH MANHOLE BC BOTTOM OF CURB MI. MILE BLVD. BOULEVARD MIN. MINIMUM BSMT BASEMENT MON. MONUMENT BWBOTTOM OF WALL MTL. METAL C.F. CUBIC FEET MV METER VAULT C.I.CURB INLET N.I.C. NOT IN CONTRACT C.M.0 CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE C.V. CHECK VALVE N/F NOW OR FORMERLY C.Y.CUBIC YARD NBL NORTHBOUND LANE CAL. CALIPER NO./# NUMBER CAN CABLE TELEVISION NRV NEW RIVER VALLEY CHID CHORD O.D. OUTSIDE DIAMETER CMP CORRUGATED METAL PIPE O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED CO CLEAN-OUT OH OVERHEAD CO. COUNTY OHE OVERHEAD ELECTRIC CONC. CONCRETE P.B. PLAT BOOK CRK. CREEK P.U. PUBLIC UTILITY D.B. DEED BOOK P.U. & D. E. PUBLIC UTILITY AND DRAINAGE EASEMENT D.E. DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT D.I. DROP INLET PE POLYETHYLENE D.I.P. DUCTILE IRON PIPE PED. PEDESTAL D. S. DOWN SPOUT PG. PAGE DECID. DECIDUOUS PROP. PROPOSED DEC. DEGREES PSI POUNDS PER SQUARE INCH DET. DETAIL PVC POLYVINYLCHLORIDE DFC DRAINFIELD CORNER PVMT PAVEMENT DI DROP INLET R RADIUS DIA. DIAMETER R.R. RAILROAD DIST. DISTRICT R/W RIGHT-OF-WAY DR. DRIVE RCP REINFORCED CONCRETE PIPE DWG DRAWING RD. ROAD DWLG DWELLING REF. REFERENCE E.G. EDGE OF GRAVEL REQ'D REQUIRED E.P. EDGE OF PAVEMENT RET. RETAINING EA. EACH REV. REVISION EBL EASTBOUND LANE. ROUTE ELEV. ELEVATION RWY, RAILWAY EOW EDGE OF WATER S.D. STORM DRAIN ESMT, EASEMENT SDMH STORM DRAIN MANHOLE EVG. EVERGREEN S.F. SQUARE FEET EXIST. EXISTING SBL SOUTHBOUND LANE EXT. EXTENSION SCH SCHEDULE F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY SHT. SHEET F.H. FIRE HYDRANT SPEC. SPECIFICATION F.I.R.M. FLOOD INSURANCE RATE MAP SPTK SEPTIC TANK F/L FLOW LINE SANITARY SEWER FF FINISH FLOOR SSEW FND FOUND SSMH SANITARY SEWER MANHOLE FR FRAME ST. STREET FT. FEET STA. STATION G.M. GAS METER STD, STANDARD G.V. GATE VALVE STY, STORY GNI GAY AND NEEL, INC. SWME STORMWATER MANAGEMENT EASEMENT GPM GALLONS PER MINUTE SWMF STORMWATER MANAGEMENT FACILITY GRAV. GRAVEL TC TOP OF CURB/CONCRETE GRD GROUND TCP TERRA COTTA PIPE HP HIGH POINT TEL. TELEPHONE H.U.D. HOUSING AND URBAN DEVELOPMENT TOB TOP OF BANK H/C HANDICAPPED TOS TOP OF SLOPE HCR HANDICAPPED RAMP TW TOP OF WALL HDPE HIGH DENSITY POLYETHYLENE PIPE TYP. TYPICAL HR HANDRAIL U.G. UNDERGROUND HW HEADWALL. U.P. UTILITY POLE HYD. HYDRANT U.S. UNITED STATES I.D. INSIDE DIAMETER VA. VIRGINIA IN. INCH VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION INST. INSTRUMENT VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK INT. INTERSECTION W.B. WILL BOOK INV. INVERT W.W.F. WELDED WIRE FABRIC INVin INVERT IN W/ WITH INVout INVERT OUT WBL WESTBOUND LANE L.F. LINEAR FOOT WM WATER METER LP LIGHT POLE WTNK WATER TANK L.P. LOW POINT WV WATER VALVE L.S.I. LANDSCAPED ISLAND WW VCL WOVEN WIRE _11- 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 PRECONSTRUC11ON CONFERENCE WILL BE HELD WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START OF WATER/WASTEWATER CONSTRUCTION. AMEArIARLE COUNTY GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL 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 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE 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 UTILITY 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 COVER 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 RENAIRS 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. DEFLEC11ON MUST STAY WITHIN MANUFACTURER'S RECOMMENDATIONS, OTHERWISE AN ELBOW AND THRUST BLOCK SHALL BE USED. 13. IN THE EVENT OF AMIY DISCREPANCIES, ACSA WATER AND SEWER GENERAL CONDITIONS WILL BE ENFORCED. WATERT IINE 1. MINIMUM DEPTH OF iCOVER 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 'K' COPPER. 3. ALL TAPS TO EXISTING WATER MAINS, WATER METERS, WATER METER BOX AND OPERATION OF ALL COUNTY WATER VALIVES, 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 ;SHALL 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 SHALL BE DEFLECTED TO MAINTAIN PROPER ALIGNMENT. DEFLECTION MUST STAY WITHIN MANUFACTURER'S RECOMMENDATIONS, OTHERWISE AN ELBOW AND THRUST BLOCK SHALL BE USED. 7. CONTRACTOR SHALLCOORDINATE LATERAL AND METER INSTALLATIONS AND REQUIRED LOCATIONS. 8. RWSA SHALL BE NO',TIFIED A MINIMUM OF 3 BUSINESS DAYS PRIOR TO BEGINNING WORK. ONLY RWSA PERSONNEL SHALL OPERATE EXISTING VALVES. 9. INSTALLATION SHALL BE IN ACCORDANCE WITH RWSA STANDARDS AND SPECIFICATIONS FOR WATERLINE CONSTRUCTIONS, APIPROVED BY THE VIRGINIA DEPARTMENT OF HEALTH OFFICE OF DRINKING WATER, AND A COPY OF THESE STANDARDS AND SPECIFICATIONS MUST BE ON SITE AT ALL TIMES. 10. ALL WATER MAINS SHALL BE WITHIN COUNTY SERVICE AUTHORITY EASEMENTS. APPROVALS: Z DATE: DEPARTMENT OF COMWUNITY DEVELOPMENT � PLANNER/ZONING; <_t REVISIONS ENGINEER O (Ito INSPECTIONS 75-z �I- ARB fq 1 � 1 DEPARTMENT OF FIRE RESCUE O ALBEMARLE COUNTY SERVICE AUTHORITY91 " - l .�`y w VIRGINIA DEPARTMENT OF TRANSPORTATION Z HEALTH DEPARTMENT l O z U W � ■ L...� JIB LU W LLIM: z< m ,a � 'w O a U a--� N z o E zlg 4- u o Q �`Z N -0 .� a� 0> 1Dm -0� r\ c c QW 0 00 n I''� z ry L W N V z m 00 CW W O V m o 3 N N 2 o = �N vim'.. 3 -� u, E 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. TH AV JOHN T. NEELt5, Uc. No. 035780 0211011 6�,� O '�Z` XAL �'6 Z DATE W � 03/25/2015 Z REVISIONS Q O REVIEW Z 75-z COMMENTS (If 1 � 1 > O � C) z 0 Z O � O J W LI L_J V) > Of L.L "< W L i W 2 C) m J Q W W rr� VJ TH AV JOHN T. NEELt5, Uc. No. 035780 0211011 6�,� O '�Z` XAL �'6 A I OWNER REVISIONS 107/16/2015 4A I ACSA REVISIONS I 09/04/2015 AI STORMWATER ORIFICEI 02/10/2016 ELEVATION v JOHN T. NEEL, PE a- KEVIN D. CONNER, LA Io I TES, LHS 02/02/2015 1770.3 COVER SHEET AND GENERAL NOTES CO -01 COMMENTS DATE rNO. A FORCE MAIN RELOCATION AND MISC. 03/25/2015 REVISIONS ©COUNTY REVIEW 06/03/2015 COMMENTS A I OWNER REVISIONS 107/16/2015 4A I ACSA REVISIONS I 09/04/2015 AI STORMWATER ORIFICEI 02/10/2016 ELEVATION v JOHN T. NEEL, PE a- KEVIN D. CONNER, LA Io I TES, LHS 02/02/2015 1770.3 COVER SHEET AND GENERAL NOTES CO -01 N U a 0 n 0 r rn o 3 a .U) V) �- w wQ V) Ir - 0 0I U) = O 0 — VIU-) 00 N r- 70 = V) (n- C oz FL I—, tL °' z to O 0 F_ rnJ 0 C I. I N 0 a) c 0)z a) a � V) Z 00 r- F_ Z VO C '3 0 0 Z o�-- X X W r \ � � I �\ \ 1.\ \ / 64h:`6 ` \ \ ROD FIND. \\• /- \ \ \ \ \ 2 / N23'53'02"W 10.19' \ \ `�� / / Z FROMI CORNER \ \ \� j v 0 60"CMP \ \\ \ z � 6r_ ��- INVout=604.12 Q I `� \ \ \, p H INVout=604.03 TAX PARCEL 56-68 ,< L ` \ 1 > 63S • \ INVout=603.77 BEAVER CREEK HILL CORPORATION 5{ O 23 + \ rr 4 \ 6' 1 o E BRANCH GENERALLY ALONG D.B. 2609 PG. 387 Go, O) c,� ZONING' RA ZONING PROFFERS: Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions 2. CASH PROFFER listed below which hall be applied to theproperty,if rezoned with the offered plans r s pp d w d p a s app oved for development. These The Owner or his successor in interest shall contribute a total of $286,200 cash to the County for the purpose of mitigating conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. impacts from this development. The cash contribution shall be used for transportation improvements, schools, libraries, fire AFFORDABLE HOUSING and rescue, parks or any other public use serving Neighborhoods 4 & 5 as identified in the County's adopted capital improvements program. The Owner shall provide four (4) residential dwelling units as affordable housing for sale. The four (4) units shall be Contributions shall be payable as follows: comprised of one or more of the following unit types: single-family attached housing, single-family detached or i. For new market rate attached townhome/condominium units: $11,900 each for 14 units payable prior to or at the time of multi -family condominiums. The Owner or his successor in interest reserves the right to achieve the four (4) issuance of the building permit for each unit. affordable units in a variety of ways, utilizing the above mentioned unit types alone or in combination as outlined ii. For new market rate attached multifamily units: $12,400 each for 4 units payable prior to or at the time of issuance of the below. The first subdivision plat or site plan for the Property shall designate the four (4) lots or units, as applicable, building permit for each unit. that will, subject to the terms and conditions of this proffer, that will be the affordable units as described herein. The iii. For new market rate detached single family, units: $17,500 each for 4 units payable prior to or at the time of issuance of X,. . I \ O f— __� " p Owner shall convey the responsibility of constructing the affordable units to any subsequent purchaser of the subject F the building permit for each unit. PROPERTY LINE � gP " E � -..� ro ert .The current Owner rSubsequenth II 1 N cu r o Owner shall create units affordable to householdswi h in 9 USE: OPE t comes less than �46.fi 3 P p Y C+ 1 % P S 6 '46 \ � , ` , X16'34 03 , yrs, 3 Q`'p� ( " Annual Adjustment of Cash Proffers. Beginning January i, 2008, the amount of each cash contribution required 11, ` \ ` I aI'll 604 ..-- eighty percent 80 /o) of the area median income, such that housing costs consisting of principal, interest, real estate "' \11 R=223.77 I herein shall be adjusted annually until paid, to reflect any increase or decrease for the preceding calendar year in " \ ` I oN L=64.70' ,,6'_C me, provided,the Comparative Cost Multiplier, Regional City Average, Southeast Average, Category C: Masonry Bearing . ` I '• Q y 9 O �P 5 nshall the selling pr ce of such affordable nn is be )more than sixtyo fiver percent (65 /o) of te Walls issued b Marshall Valuation Service(a/k/a Marshall &Swift 8 \� howeve a hat ono event y ) (the "Index") or the most applicable T=32.58 -- c, applicable VirginiaHousingDevelopment Authority (VHDA) sales price/loan limits for VHDA's first-time . ; ) �: , r' 60 �� Marshall & Swift index determined by the County if Marshall & Swift ceases publication of the Index identified I \ CH=64.48' homebuyer programs provided that the selling price shall not be required to be less than One Hundred Ninety 06 6 herein. In no event shall any cash contribution be adjusted to a sum less than the amount initially established by 11 %\ - ' 1 F u CB=N44'19'�46"W 6 002 Thousand Four Hundred Dollars $190,400) at the beginning of the 90 -day identification and qualification period -1 Ithess proffers. The annual adjustment shall be made by multiplying the proffered cash contribution amount for � 6n,9 referenced below. The Owner or his successor in interest may provide down payment assistance in the form of .. 6 j he preceding year b a fraction, the numerator of which shall be the Index as of December 1 in the year ! II ` i 0 -- _ __ secondary financing to reduce the costs to the homebuyer, so that the resultant first mortgage and housing costs I �. ROD - _. t receding the calendar year most recently ended, and the denominator of which shall be the Index as of main at, or below, the parameters described above. All financial programs or instruments described above must be re P I �; FND. � December I in the preceding calendar year. For each cash contribution that is being paid in increments, the 11 ,acceptable to the primary mortgage lender. 1. 8 unpaid incremental payments shall be correspondingly adjusted each year. �; \ 2S A. For Sale Affordable Units. All purchasers of for -sale affordable units shall be approved by the Albemarle County Office SSD - 3. TRANSPORTATION IMPROVEMENTS % j _ I s' of Housing or its designee. The Owner shall provide the County or its designee a period of ninety (90) days to identify and I 622 , `�A F fig+ A. Park View Drive Improvements. In order to mitigate traffic impacts resulting from the Project, the Owner shall design i pre -qualify an eligible purchaser for the affordable units. The 90 -day period shall commence upon written notice from the CP 4: 624 �\/ FSC F d and construct to standards established by the County Engineer, in the location shown on the Application Plan of Blue Ridge _V- 1_ ; \00 F Cohousing, Sheet 6 of 7, dated June 25, 2007, last revised October l9, 2007, (hereinafter, the "Application Plan") a private Owner that the units will be available for sale This notice shall not be given more than one hundred twenty (120) days 626 \Q prior to the anticipated receipt of the certificate of occupancy. If the County or its designee does not provide a qualified - road upgrade of Parkview Drive. The improvements as shown on Sheet 4 of 7 includes an eighteen (18) foot wide paved j I \ T purchaser during this ninety (90) day period, the Owner shall have the right to sell the units without any restriction on sales 62 O� • _ road and an eight (8) foot wide bike trail adjacent to the road. Construction of all improvements required by this Proffer I in Z 8"Ill \`' price or income of purchaser(s); provided, however, that any units sold or leased without such restriction shall nevertheless shall be completed and accepted by the Count Engineer prior to the issuance of the first Certificate of Occupancy P P Y g P a for new I in Ln 63 \ � be counted toward the number of affordable units required to be provided pursuant to the terms of this proffer. If these units dwellings. Q 8 . __ \ I (D N 60 B. Intersection Improvements to Park View Drive/Route 240. The Owner shall design and construct to Virginia , I \ , -.\ ' Owner/builder working withtheCounty Housing Department priortothe start of he notification periods described ` } a to T`AX, PAR(, , —67A 632 herein in an effort to identify qualifying purchasers for affordable units. Department of Transportation road standards, an intersection that meets the requirements for road intersections as stated in CT \ VDOT's Road Design Manual - Subdivision Street Guide, in the location shown on the Application Plan, Sheet 6 of 7. \'• S' Yq fY gP I ', O " I i EFLEE' LL — . The County shall have the right, upon reasonable notice and subject to all applicable privacy laws, to periodically inspect I , — `— Y g P J PP P Y I? Y P Construction or installation of all improvements required b this Proffer shall be completed and accepted b VDOT prior to 1.PARCEL 1;D.B., 1 169 7- 634 \ `` P q Y P P Y \ 6o the records of the Owner or any successors in interest for the purposes of assuring compliance with this proffer. v ' - _ the issuance of the first Certificate of Occupancy for new dwellings. +7.B. 1086 PGr 583 ,-� 'IO 4 B. County Option for Cash In Lieu of Affordable Units. If at any time prior to the County's approval of any preliminary site , - I � ATE plan or subdivision plat for the subject property which includes one or more for -sale affordable units, the Housing Office W5 I , - 11 n, 1_, k k �. F, informs the then -current owner/builder in writing that it may not have a qualified purchaser for one or more of the for -sale O t �6 �N OG, affordable dwelling units at the time that the then -current owner/builder expects the units to be completed, and that the Date of Proffer Signature: November 17, 2007 Z /. \ 6 F� F O, 11 %)� County will instead accept a cash contribution to the County to support affordable housing programs in the amount of ZMA #: 2007-00012 , � \ I11 11 .."I I /" 08� ars ($19,100) in lieu of each affordable unit, then the then -current owner/builder Nineteen ll ay such contribution on to prior to obtaining a certificate of occupancy for the unit that were originallyTax Ma #: 5 6-62A 56-67B (Portion) I \ T� 289 `SSt+ Nai P n P` g P Y p \ I Q \ R �� S' F planned to be affordable units, and the then -current owner/builder shall have the right to sell the units without any W W restriction on sales price or income of the purchasers. , REMOVE BRUSH AND - - TREESFDA TREE ANIMAL \ \ 1' z \ ORCH{�RD PLANTING PASTURE \ \ \ O � . I O Owner Date (~/� \ \ \ZZ I W >'; \ PP IMATE LOCATI , I / \ OF FL ZONE`. X / \ , 11; \ rn i / Ln BEN ARKS \ t '� \ O BASERAIL ROAD SPIKE $ET OF UTILITY IN FIND. \1, I c� ( \ 060 WO ` VEPCO #t 50 m, t \ '� 6 � - 6 0 ��0 O 6 Q \ O) ELEV.-850.31' 6� \ 06,bo a (NAw ea) I 8.. R EXISTING FENCING TO BE REMOVED AS J \ m co O� I Ro r \ , \ APPROXIMATE LOCATION NECESSARY FOR CONSTRUCTION ACTIVIIfIES OR 6. 6R2, - - \ � BOARD FENCE TBR w� \` 6�,0� \ , \� OF FLOOD ZONE "A" AS DIRECTED BY OWNER. 6 g \ __. 6 \ \ 516 r' 6�� \ 6 , I TBR \ \ s E . % 8 I R 1 STEEP SLOPES, PRESERVED %102.6 , WATER ,� \ J% �` , � \ RO TB \ I • . \ STEEP SLOPE M AN AG TBR T UGH \ R N TAS PARCEL �\ ��� ED u � , AX CEL 56-68 �iS Q \ �\ \ \1. ` `\ \ \` ` ; * S BEAVERTCREEKRHILL CORPORATION O I #R 0 E 4C0 B Q 1�O �� D.B.7 \ 5 - 56 67A c� ` B.ZONING:PG.A3 R RN �► F \ 9 3.2' fDs -----LANDSCAPED AREA AJ \ E A S � • 1 � A • . G' p �O . \ `\ ` `\ \ "I `1 ,, \, � R ` ,_.- 0 R \ USE. OPEN \ - � 11SPHp�r DRl ` T EMAIN WITHIN HE=rQVf LIiVES) o%`oF,p 11 ~ ~\ ��.' '9 r. . �. I , ', �; \ \: es 4I .11 6R6 REMOVE VEGETA>7(ON AS �'b�Q°�Fo �� \ \\., -I �., \°�\ F11 v S i 40.3. NECESSAR i 'WITHIN \ '\` \ ` \ ; ,? 11 8 1 �Oo � \ ` \ \ \: I 6so\ e4 LIMITS OF DISTURBANCE ��a S \ \\ \ 11 \ `�\ Q=11'00'49" I / GR,4 \ \ , \ \ \ \ \ I >� R=823.92 I; � �/ �� e� FOR GRADING PURPOSES, \ �, ~ \ \\ \ , \\i " o� qRO_ s \ \ \ \ \ N68' 05 L=158.38' I I � 30 - Q z \ FENc AS NECESSARY. T, � \ \ \ \\,\,, \ ""`� \� \ ? BRANCH GENERALLY ALONG " 2 26 N68' 05 34 E T=79.43 I I ►- ,. 9 I' I: � E TBR *.., � �' \ \ \ \ "_ ' \ ` \ ` \\ PERTY LINE 1.95 w ; �G \ \ \ qT \ \ \ \ \\�:\ E �" RAIL -ROAD CH=15813' I ' N I � i, 6 f_, \ PRO PERT \ o S TIE BORDER ANIMAL ` \\ \ .\ `\ I. . \� is E TBR% PASTURE•. �, . \ \ \ \ \ \\ \ 5 \ \ TBR \ 92 . F1�' R D11 TBR PUMP, TBR \ \ \ \ \ `� 5,' " 2� - - \ \ 8• ' I I N WV� �' ' CONC. H E` -F, \ \\` \ \ \ -E 451 24 - .. I,--, / U. WALKR \\ \ _ 68 \ 11, 11 19� :1111, bl� N E— _. \ \ ! :• t \ / STONE \ ; \ \ 11. _ ,. L� rn i I W 91.3';.. CO ( PATIO U.P. VEPCO \\ \ \ \ ��_" '€� € , _ _ `\i 'GAS LINE E TREES AND SHRUBS L, \ '--� \ _. \ �. G ao �.��I ;i sse.2s 4' TALL #R50-4 W/ LT. \\ \\ \\ \\` -, '� _ �' , ,_ � _moi , \ INDICATOR TB I It cin R ,� s9 N WOOD FNC. ; GW `\-'`��.I, _ N' � 7t / POST ; 11 %w V 4„ 0' \ \ - i OST I . �0 TBR 88. C RS. OCIND P00 1\ \\ \` � ..� ... � %� \ /� 11 I =sasso \ ; \ � 0 PAD 0 REMAIN \ `q, ►' \ \�` \ l I -- \ \ Z . ,,•r.: ,SITTING , -� . \ co I TPED T--� / R o \ , Fp ` •, , \ . \ \ " CO LC � REA _ AIL -ROAD i `�, \ � , c \ xV \ ` \'S I v,.11 649.76 0 ) \ F _ t ' ` �►► „ \ \ \ Sg 96 O r . \ / [] s �� TIE BORDER ro N O l• / \ \ - \ 6 � O ��o x rod �� \ ` � \ ` � TQ�` ` / \ t�'�"� l � \ �\.'- \ j\ 6 �6, O� 8 TBR fBR°� :: rn o STONE FFS F �, \ . 6 . �sr 6�a \/ � o 84> /' e ; 6' , t ! o 1 N Oq \�L 7 c9 6 . , BENCHMARK- 1 :::: _ . •.. RATIO RU O _l C: .� / r F\ 1 67 Or RAIL ROAD SPIKE SET IN z-1 o 7y� © ® / WV �5/ / POOL \CE 56" \ ", . r'►i ` 6 _- BASE OF UTILITY POLE \; " . U.P. VEPCO 7 " i 'CfR� /� 6 i APPROXIMATE r r J .`O X VEPCo G-78 DECK (\i I ;� �\,. N.G 78 < �� ` LOCATION OF .;;`_ „`\ ' :..I E�<, (+� . i ..3. ELEV. 855.81 — FLOOD ZO X (NAW 88) =11� / /' i •�,lk / ' ' ' ..1 i t . ,Il PARCEL 56-67 Of41111w, l' . _ - . / S /. O ��i OI TAX PA 1 6 pro. 'S / S 8, BEAVER CREEK HILL 3 i �., 652 .. TBR R"I I „ / P P �> r h G. i ".111 CORPORATION I ' ; 65y�i! °WATER e U F F E R ��, xj'S Q�. N� tion �P AREA— D.B. 2609 PG. 387 DSiC AREA z- TROUGHTBR M -6 8 J 622 ZONING: RA l ' w _.:`� TBR �6 _ .._. - - .- s.j-� f_ 62 _ _... _._; ,._ - - I j,... o� 9.421 AC. TOTAL r USE: VACANT 1 — F.:, TO REMAIN I 6 _ _.. ` �\ ,1 ,.o o ` F o 6 BENCHMARK= 0 ��, t a G� , 620 / / , y � y y , y _ - _ / _ � � f TOP . QF ROD+CAP SET PCO. o �' ��: `BARE EARTH 622 i' 618 618 k1l1SH WITH THE GROUND in ,TBR R \,• ' LEN.=622.57 TBR - -: �? .. 6�ti %' ,Y 20 / I Q a TBR ti G i ANIMAL -'' 6 i ` / NA jjj I f TLBR' L �\� �� U.P. VEPCO �6p0 f 6�b PASTU&E f,.. r' i , GAS LINE / d r f j. ` VD 88) / \ �l%t►1 'Il/ �� #N H .b 4 � - 1 / 1 'fJ E /I G " �.' 6^36 N N4f6' 55' 08"E \ __ � - / INDICATOR/ t r' � 11 � 1 / -_ _ /I{ " TBR ,, ' BOARD 'FENCE f�.r� , .6� ,... , 307.72_- - "I �I�yD� / i POST ,// APPROXIMATE LOCATION �• ' k2\ `` d1 TB TBR / i TBR 1;1-' , 6_`l;' , . _ _-- - - '-- - __ - -- -- . - _ ._- . _ � � 0. 0 G� . � i OF FLOOD ZONE "A" � , o�tk �'1. I f S TBR �� f o ' TBR - 6�1. - _. �- f _ll6�a j X . � �'• _ _ _ _ _ _ S eI I. l$ - 1 r, i —..._..._,,...__ 161.66' 1P I ;' TBR i. "� Off- 6.626 1� 6 /, ca i . �:.. �i NOTE: 100' MINIMUM S 3 9'18" W 12" DEAD PINE ''�`�fl►>�"r TBR 5�' = rn o 3 a v I— � w wQ U) _I UI so V� MI LO O p � N j0 N N 0 L N vzg L z En 00 J 0)0 C:2 c � z C Q N V) +� z 00 r- F- r) /z m0 mu C 3 0 v z X xw TAX PARCEL U ' PERFORMED A5 A RESUL I e \ ` TOP 0FBANK K AND SOIL PILE 52.77 OF THIS PROJECT. ��\ \\ \ \\ \ \ \ \ FENCE LINEABOVE 56A2-1-58LOCATED NOT \ ` \ \ ( ) R \ \ PARROT BRANCH N/F ROUTE 240, L.L.C. 6535..7 \ D.B. 2012 PG. 363 \ \ \ \ \ \ \ PROPERTY LINE IS SHOWN \ \ \ DE IN THE APPROXIMATE �\ \ Woo S! \ \ \ \ \ LOCATION ONLY. NO \ \ U.P. 6`4.31 r BOUNDARY SURVEY HAS BEEN PERFORMED AS TAX PARCEL 56A3-7 I \ \ \ \ \ \ \ \ MG -04 1 \ ,. G I ',, ,x643.4 '`, \ \ <t \ \ \\ �'\ �\ \ \ �, `•, t} \ \ RESULT OF THIS PROJECT. N/F ALBERMARLE STORAGE, L.L.C. D.B. 3012 PG. 96 \ ` < 6.77'`1 t i X658.76 v EXISTING 20 \ \\ �\ \<\ \\ \ \\ \ \ <ll• �' �_- Q ' \ q WATERLINE \ \ \ \ \\ 1 EASEMENT \\ \ \ APPROXIMATE \ \ \` I� I D.B. 76 ..._�C \ \ \ \ \ \ \ DIRECTION TE I 1 6 0 640.8 SANITARY EXISTING 20' I 1 \ \ql SEWER LINE SANITARY I \ \ 1 658.`%>, t,. I SEWER ESMT. 1 :j SANITARY MH S T 0 R A G E `, AS SHOWN 4"x4" I I U N I T S \\ t, i\ t \I \ I 1 ,;I RIM 658.11 ON D.B. 2987 BLUE PG. 488 & POST 1 I I II 8"PVC INVin=649.81 \\\ \ {- \ 1 ` I WV'IS I 8"PVC INVout=649.71 <.642.3 X \ D.B. 3276 FOUND I \\ \; \ J PG. 650 F.H. f; 16: T6 I I I APPROXIMATE I I � I MATCHUNE 02 SHEET C1-01 DIRECTION OF I I PROPERTY LINE IS SHOWN WATER LINE I I IN THE APPROXIMATE 1 I I LOCATION ONLY. NO I I BOUNDARY SURVEY HAS ,�,�?F 6 1 • \I, N o Cr I I BEEN PERFORMED ASA -63 6 I I RESULT OF THIS SURVEY. I MATCFNJN� �1 CI—Ot' I ,Y: I I, _. -630 II I r II I I I R app - I Il I \4 (0 I 636.._. I (I tl �4 638...... i w _ 6 i 1 Rp0 640 -- I ' + + _ Ii Q 636 642 lLkJ 638 644 I I 64 / -- -- 0 p'AD 642 OOO� 646 _.. I 1 I I: Y 4 QUO= 648.CL R 4p / O i OJ/ 650 _ � , r50 652 I J _ I --6 + I + 652 654 I SSP 654 / i r/OR/ / SEM�N� 656.11 MP6�1 � 4 G S\G0 R\N EX\ X28 P C' GC ROW____6p_.; 6 _ / W 662 SIGN ---NEWWATERLINE E WSq R0� _ F N 3 Pg a . _ _ , g1,13" ... . W IN } FND (APPROX LOCATION) R T. 2 4 A i D - 25 0 p M.P.H. W 60.PUBIIC MATE IN STREET „ P 1 �v THREE NOTCH D ROAD` 662 ' W -660 L 15 CM 62 � � F.N FRP 664' NEW RWSA 16"x8" �O TEE, 8" GATE VALVE AND 8" STUB OUT (APPROX LOCATION) 40 0 40 80 GRAPHIC SCALE FEET APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT z %52z D —��G WLLJ W z a 0-O a d ID0 E N 0 o z:z v Q z 0> �m-0� Q W M V W C) Ln @tin c 0 N r6 Lo O c-1 Q ��_ X E 4J U > 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. z V) J Z Q o� Z �z Or - 73 W > 07 U 0- z O 0 � Z O J W 0 W J V) > Q W w W p m J 7Q W W U) H OF JOHN T. NEEL Lic. No. 035780 "deo 10/20/15 DATE NO. COMMENTS © COUNTY REVIEW COMMENTS 06/03/2015 © OWNER REVISIONS 07/16/2015 4Q ACSA REVISIONS 09/04/2015 a JOHN T. NEEL, PE a KEVIN D. CONNER, LA UJ UJ TES, LHS 02/02/2015 \am o 1770.3 EXISTING CONDITIONS AND DEMOLITION PLAN 2 Cl -02 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 111 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 TAX PARCEL 56-67B MARTIN & BARBARA L. SCHULMAN 0' I ��� PARCEL 'I, D.Q. 1169 PG. 455; 'cPP , 3 v r- 00 f .. N SIGHT DIST LINE (WITHI OR EX. EA'. SIGHT DIST IS GREATEF 390 FEET EACH DIRE' FIELD VERII BY ENGINE PROPOSED VDOT CG -11 (LESS CURB & GUTTER AND SIDEWALK) I 7 7 Sp4T r i � ��o�q / 17 tiF'�F I ti C" I 7j t I I I h 8J' 6 ST TEMPORARY r`SEE DETAIL ON SHEET CONSTRUCTION F.jj C5-02 FOR CONSTRUCTION EASEMENT IN STREAM i I 1 y U - PER DWELLING UNIT. THIS TOTALS AN ESTIMATED The drawing,design, and digital files, relating to this 1 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW Project am the property of Gay and Neel, Inc. The g BENCHMARK' DRIVE. PARKVIEW DRIVE CURRENTLY SERVES 5 reproduction, copying, or other use of this drawing DITCH TYPE A (*RAIL RAIL ROAD SPIKE SET IN DWELLINGS AND A BARN STRUCTURE. THIS without GNPs written—sent is prohibited. BASE OF UTILITY POLE S �� { A -N I �_ /I TO BE ADJUSTED 7 9 VEPOO ONG-78 CONSERVATIVELY EQUATES TO 60 TRIPS/DAY. r _ 1 ELEV.=855.61' NECESSARY PARKVIEW DRIVE WILL HAVE A PROJECTED TOTAL — --- 7 I Z y (NAw eB) OF 268 TRIPS PER DAY. ? A2 7 Dlnw TYr+B A � r� . mJG�i�d v4 ALL SLOPES GREATER THAN 3:1 SHALL BE sz sao 3e 34 a Z n -I o A ' �� Nino SEEDED WITH CROWNVETCH. bso I ;ro °r � t4d70 C9 �� zea �� Q SIGHT DISTANCE J LINE (WITHIN Z i �x'DR .may. 5 - _ - -- -------------- 1 Z 0- ¢_ 76E4 - (~ / AIIPORAR4� / _ 'R_ - ------------ --- -650 -.---_ ---- ---_ p 57R�, C XEASECMENT CONTTFF�jACTOR TO TIE ����1PAULo71 n---�// #``_ eY' c.,.'P r $ oo `P oo w o -4s:r- rte_ G LCCL > PRO :ED PAVEMENT �TRaL 4z — $ ° n + +—��+ i O G > ee O v C, TING, A /� JNTO EXISTING: n �n, Z r/ X � \' a DRIVEWAY WITH A $ � ���'�� s4p � •'.._. 8 f r � 0 qq y r/� \ pZ j �. Y j D SM�OTH ;TRANSITION:° PROP�MBER-BACKED GUARDRAIL r. 3 ----. - __----- _ _ - I z O p STA 12+25 - 14+10 �7-;.., a >� 1~ 1 'l 11 -i W 30 0 30 / 80 . \/�/ \n ��/(S`EE DETAIL THIS SHEE77 36 / _ �, J 1 ~�I 1 fl \ DITCH TYPE AJ \ 34 f A'" \ ...-. f' ''� '� '0'^ Lu GRAPHIC SCALE FEET ' / / ,ohs .1 \ - .. \ \ ' \ 1 V J W OfW \ \ \ \\ CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN Q m A7 w sao Al \ \ I PROPOSED AND EXISTING CWC Q ^' < ` \ V \\\ zg PAVEMENT AND SHALL TRANSITION G p,E 65 A2 \ 1' 26 Qui \ ''.\ \ 9 — BETWEEN THE PROPOSED WIDTH OF W W H - -' I- TTTx"1rr�w -N 3 , " ^ ;„ PROPOS Q m' A / — — —a —18 FEET TO THE EXISTING WIDTH. • In s a.w EE GROUND 3 EXISTING / DC \ V \ 0 ��'N RH . •err r.,d.rY: w wGR0UN0 I & n ' l \� i y 0 \ \� • g \ —�� l & s .n• ,er o,wam...m, QQ l� aras�.Aa'�"' w.mrat� `"'."�'°` Or��'r i � �jm ,, I `, \ ,� � Ao`� V \\V. -• .e... HELI sa - P+ - - od s `L \ \ \ Nm Q: ALBEMARLE COUNTY CONSTRUCTION NOTES o x•.r.wu ::r i Qyz \ `� rn \•: \ FOR STREETS �� x- V q �� �� • `y 1) CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN x - 't'^ - -� THE DEVELOPMENT GULL BE MAGE BY THE COUNTY. THE •'+^' va. o x / / CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY g,E.LTH OF % ar. �+rsm.:' `r � �� ! k 63 �- ----. --'. � F rH• �~• DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START vrx:•err.mu / - - - q OF CONSIRUC ON .; a..owaea„u snxtaumwnre '9 Mb �rr0 D Aa<rr.su� .=.r.,•.• 115.06 LF Bxrl Gix -ox" 2 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE waa.rane.pr (668 (M x MS 1 { 30 In HDPE - _ I L i _� _ 68 : ,.. rT'. ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS Tei JOHN T NEEL a 4.227[ 864 i l i -_ 64 PERFORMED ON THE SUBGRADE SOIL -THREE (3) COPIES OF THE t- -� - 660 ' � " � 60 TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IFA LIC. N0. 035780 O O d 00 _ _ixr �~ 62 SEE DETAIL ON SHEET I65s 56 REVISEDDPAVEMENBRDESIGN SHALL BE MADE B�TTHETDESIGN A O/2�/ rJ @�4 0 0 00 "- •,,., T 0 C5-02 FOR CONSTRUCTION (652 --}��--III - _ - 52 ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL 3' Mn IN STREAM �c'�o n� i:� I 93 ONAL t1G mrp +N NOj ,. (648 - - - 48 ) E DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED t 4' 3 SURFACE w ry N a n e ,° WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR a 4tlNIQlYlo n TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A AIMpgRIOR NATURAL WATERCOURSE. am 0+00 1+00 2+ 3+00 4) GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, anurtraA.IvmrtAn.rmr 10+00 10+50 11+0o 11+23 a o+o0 1+00 2+00 3+0o N0. COMMENTS DATE 00 HORIZONTAL GRAPHIC SCALE SIGHT DISTANCE WEST SIGHT DISTANCE EAST LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 30 15 0 30 SCALE: H-100', V-20' SCALE: Hr100', Vr20' DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL v t ':E sr®,aAo¢P iMreegallllYprtAtx FEET GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN 5.0 0 10 THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE VERTICAL GRAPHIC SCALE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL mruc stuwxAum�Aox r r IS REWIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND (y OWNER REVISION$ 07116n015 ROADWAY SHOULDER 'WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. LOW POINT STA: 13+26.91 HIGH POINT STA: 16+97.97 5) WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL HIGH POINT STA: 10 HIGH POINT STA15+5947 LOW POINT ELEV: 643.21 : . HIGH POINT (ELEV: 647.76 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 HIGH POINT ELEV: 6662.72.7 3 3 PVI STA: 12+91.62 HIGH POINT ELEV: 650.91 PVI STA: 17+12.40 (A, B OR C). PVI STA: 10+30.63 8 PVI ELEV: 637.53 PVI STA: 15+21.79 PVI ELEV: 647.00 67 PVI ELEV: 662.33 PVI ELEV: 651.28 6) WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL I RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT Ki 20.00 6,6 IGhF IN STANDARD PE -1. w .: --- LVC: 309.42 FAST �_ - LVC:.-100 00 7) COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER �� m -I �� Z n - -+- -- - WIDTH AND DITCH SECTIONS, RI SHOWN ON TYPICAL PAVEMENT. ve — SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. ° 66 rp - {' �" - -- 8) ROAD PLAN APPROVAL IS SUBJECT TO.. FINAL SUBDIVISION PLAT n n -'—'- R PROPOSED GRfE-'—'—' --- �- o --- -+'a VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE m o ,_ri _ ` -. w w PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE rn f - o 9�5pq U - T O Z w PLANS SHALL BE NULL AND VOID. ' JOHN T. NEEL, PE i 6 to�+ o .. > m U w. - - _ 9) L REGULATORY DEVICES SHALL CONFORM no OOT w -- - -- WITH THEI ViRGWRAOMANUAL FOR UNIFORMTRAFFlC CONTROa _ _ �- DF.11'4F.$: AND THE ALBEMARLE COUNTY ROAD NAMING AND KEVIN D. CONNER, LA 65 >'>�===_ern tiJ -.��� I� U. _.. _ - - PROPERTY NUMBERING ORDINANCE AND MANUAL. o- � O '97% rn rn rri, n �. w w -•. -_— - ��; �_ _ _. "" - J G - - - r W 10) TRAFFIC CONTROL OR OTHER REGULATORY SIGNS ORTES, LHS W - APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT - - - -- Z w m a o N 1) FOR TYPICAL STREET SECTION, SEE SHEET Q ® S. -- 13-03 BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN us 7E m , w 2) UTILITY POLES TO BE ADJUSTED AS ! NECESSARY Q C7 w moi °p TO MAINTAIN MINIMUM CLEARANCE o'M Carn BETWEEN LINE AND FINAL GRADE. CONTRACTOR r-� SHALL COORDINATE WITH UTILITY COMPANY. �> a 3) DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, - u oL 3 PER DWELLING UNIT. THIS TOTALS AN ESTIMATED The drawing,design, and digital files, relating to this 1 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW Project am the property of Gay and Neel, Inc. The g BENCHMARK' DRIVE. PARKVIEW DRIVE CURRENTLY SERVES 5 reproduction, copying, or other use of this drawing DITCH TYPE A (*RAIL RAIL ROAD SPIKE SET IN DWELLINGS AND A BARN STRUCTURE. THIS without GNPs written—sent is prohibited. BASE OF UTILITY POLE S �� { A -N I �_ /I TO BE ADJUSTED 7 9 VEPOO ONG-78 CONSERVATIVELY EQUATES TO 60 TRIPS/DAY. r _ 1 ELEV.=855.61' NECESSARY PARKVIEW DRIVE WILL HAVE A PROJECTED TOTAL — --- 7 I Z y (NAw eB) OF 268 TRIPS PER DAY. ? A2 7 Dlnw TYr+B A � r� . mJG�i�d v4 ALL SLOPES GREATER THAN 3:1 SHALL BE sz sao 3e 34 a Z n -I o A ' �� Nino SEEDED WITH CROWNVETCH. bso I ;ro °r � t4d70 C9 �� zea �� Q SIGHT DISTANCE J LINE (WITHIN Z i �x'DR .may. 5 - _ - -- -------------- 1 Z 0- ¢_ 76E4 - (~ / AIIPORAR4� / _ 'R_ - ------------ --- -650 -.---_ ---- ---_ p 57R�, C XEASECMENT CONTTFF�jACTOR TO TIE ����1PAULo71 n---�// #``_ eY' c.,.'P r $ oo `P oo w o -4s:r- rte_ G LCCL > PRO :ED PAVEMENT �TRaL 4z — $ ° n + +—��+ i O G > ee O v C, TING, A /� JNTO EXISTING: n �n, Z r/ X � \' a DRIVEWAY WITH A $ � ���'�� s4p � •'.._. 8 f r � 0 qq y r/� \ pZ j �. Y j D SM�OTH ;TRANSITION:° PROP�MBER-BACKED GUARDRAIL r. 3 ----. - __----- _ _ - I z O p STA 12+25 - 14+10 �7-;.., a >� 1~ 1 'l 11 -i W 30 0 30 / 80 . \/�/ \n ��/(S`EE DETAIL THIS SHEE77 36 / _ �, J 1 ~�I 1 fl \ DITCH TYPE AJ \ 34 f A'" \ ...-. f' ''� '� '0'^ Lu GRAPHIC SCALE FEET ' / / ,ohs .1 \ - .. \ \ ' \ 1 V J W OfW \ \ \ \\ CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN Q m A7 w sao Al \ \ I PROPOSED AND EXISTING CWC Q ^' < ` \ V \\\ zg PAVEMENT AND SHALL TRANSITION G p,E 65 A2 \ 1' 26 Qui \ ''.\ \ 9 — BETWEEN THE PROPOSED WIDTH OF W W H - -' I- TTTx"1rr�w -N 3 , " ^ ;„ PROPOS Q m' A / — — —a —18 FEET TO THE EXISTING WIDTH. • In s a.w EE GROUND 3 EXISTING / DC \ V \ 0 ��'N RH . •err r.,d.rY: w wGR0UN0 I & n ' l \� i y 0 \ \� • g \ —�� l & s .n• ,er o,wam...m, QQ l� aras�.Aa'�"' w.mrat� `"'."�'°` Or��'r i � �jm ,, I `, \ ,� � Ao`� V \\V. -• .e... HELI sa - P+ - - od s `L \ \ \ Nm Q: ALBEMARLE COUNTY CONSTRUCTION NOTES o x•.r.wu ::r i Qyz \ `� rn \•: \ FOR STREETS �� x- V q �� �� • `y 1) CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN x - 't'^ - -� THE DEVELOPMENT GULL BE MAGE BY THE COUNTY. THE •'+^' va. o x / / CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY g,E.LTH OF % ar. �+rsm.:' `r � �� ! k 63 �- ----. --'. � F rH• �~• DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START vrx:•err.mu / - - - q OF CONSIRUC ON .; a..owaea„u snxtaumwnre '9 Mb �rr0 D Aa<rr.su� .=.r.,•.• 115.06 LF Bxrl Gix -ox" 2 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE waa.rane.pr (668 (M x MS 1 { 30 In HDPE - _ I L i _� _ 68 : ,.. rT'. ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS Tei JOHN T NEEL a 4.227[ 864 i l i -_ 64 PERFORMED ON THE SUBGRADE SOIL -THREE (3) COPIES OF THE t- -� - 660 ' � " � 60 TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IFA LIC. N0. 035780 O O d 00 _ _ixr �~ 62 SEE DETAIL ON SHEET I65s 56 REVISEDDPAVEMENBRDESIGN SHALL BE MADE B�TTHETDESIGN A O/2�/ rJ @�4 0 0 00 "- •,,., T 0 C5-02 FOR CONSTRUCTION (652 --}��--III - _ - 52 ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL 3' Mn IN STREAM �c'�o n� i:� I 93 ONAL t1G mrp +N NOj ,. (648 - - - 48 ) E DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED t 4' 3 SURFACE w ry N a n e ,° WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR a 4tlNIQlYlo n TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A AIMpgRIOR NATURAL WATERCOURSE. am 0+00 1+00 2+ 3+00 4) GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, anurtraA.IvmrtAn.rmr 10+00 10+50 11+0o 11+23 a o+o0 1+00 2+00 3+0o N0. COMMENTS DATE 00 HORIZONTAL GRAPHIC SCALE SIGHT DISTANCE WEST SIGHT DISTANCE EAST LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 30 15 0 30 SCALE: H-100', V-20' SCALE: Hr100', Vr20' DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL v t ':E sr®,aAo¢P iMreegallllYprtAtx FEET GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN 5.0 0 10 THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE VERTICAL GRAPHIC SCALE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL mruc stuwxAum�Aox r r IS REWIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND (y OWNER REVISION$ 07116n015 ROADWAY SHOULDER 'WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. LOW POINT STA: 13+26.91 HIGH POINT STA: 16+97.97 5) WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL HIGH POINT STA: 10 HIGH POINT STA15+5947 LOW POINT ELEV: 643.21 : . HIGH POINT (ELEV: 647.76 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 HIGH POINT ELEV: 6662.72.7 3 3 PVI STA: 12+91.62 HIGH POINT ELEV: 650.91 PVI STA: 17+12.40 (A, B OR C). PVI STA: 10+30.63 8 PVI ELEV: 637.53 PVI STA: 15+21.79 PVI ELEV: 647.00 67 PVI ELEV: 662.33 PVI ELEV: 651.28 6) WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL I RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT Ki 20.00 6,6 IGhF IN STANDARD PE -1. w .: --- LVC: 309.42 FAST �_ - LVC:.-100 00 7) COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER �� m -I �� Z n - -+- -- - WIDTH AND DITCH SECTIONS, RI SHOWN ON TYPICAL PAVEMENT. ve — SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. ° 66 rp - {' �" - -- 8) ROAD PLAN APPROVAL IS SUBJECT TO.. FINAL SUBDIVISION PLAT n n -'—'- R PROPOSED GRfE-'—'—' --- �- o --- -+'a VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE m o ,_ri _ ` -. w w PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE rn f - o 9�5pq U - T O Z w PLANS SHALL BE NULL AND VOID. ' JOHN T. NEEL, PE i 6 to�+ o .. > m U w. - - _ 9) L REGULATORY DEVICES SHALL CONFORM no OOT w -- - -- WITH THEI ViRGWRAOMANUAL FOR UNIFORMTRAFFlC CONTROa _ _ �- DF.11'4F.$: AND THE ALBEMARLE COUNTY ROAD NAMING AND KEVIN D. CONNER, LA 65 >'>�===_ern tiJ -.��� I� U. _.. _ - - PROPERTY NUMBERING ORDINANCE AND MANUAL. o- � O '97% rn rn rri, n �. w w -•. -_— - ��; �_ _ _. "" - 0 5` p - - - r N_ 10) TRAFFIC CONTROL OR OTHER REGULATORY SIGNS ORTES, LHS /� - - - - -- ' �n o� 3 t°-� gO BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN r-� --�.m= THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE %� -- � -- - -•--- .-�--- ---�- - - - - --v- N ro i j:� -_m �:� �-<o �r r° � oar DIRECTOR'S DESIGNEE THEY ARE DEEMED NECESSARY R ORDER TO PROVIDE SAFE AND CONVENINET ACCESS. ALL SIGNS OR OTHER rno 64 ------ __�------- - - 1-��../. - '. _ -..;.. N w - �� �N m REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR wFORM TRAFFIC ONTRO D Vl S. 02/02/2015 m 0 iw HORIZONTAL GRAPHIC SCALE 30 15 0 30 -- --�- �- • a �- 1 o _ vi w DOT CD -1 CONTRACTOR SHALL INSTALLD 1 CD -2 v U > > w -w triti m -m m� + Nj Gi I:i�_ 11 THE SPEED LIMITS TO BE POSTED ON SPEED UMIT SIGNS ARE 5 E, 10 5 0 FST 10 ::. �� ANIN :. AND EW -12 T o > > m m _ j j N.w MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR -- I VERTICAL GRAPHIC SCALE , -rRni EXISTING -1 oI-^ ACCORDANCE WITH. VDOT ROAD AND BRIDGE tM N a L, - S IGH T ._ B w.wm.m U_U w.w PUBLIC ROADS 1770.3 Immmaimmommim rr 63 - .-.. STANDARDS- 12) VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO TO NP/ E BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND n< n L FILL ROAD PROFILES. AND GRADE SAG POINTS AS SHOWN ON THE ROAD PLAN AND PROFILE n a O1 o r °' o %o nN m� N mo i°fo fO� 'nN t°ro m� a^ 7 mm �a �C n gd. - ea �to �� �O �O ai 01 m� <� 73 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM ) o,o ro m - rp i° m� turn SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE o� CONDUCTED IN ACCORDANCE WITH VDOYS VIDEO CAMERA iM 10+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 17+00 17+28 SPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR ARES x , NT C3-01 rn 3 U W •• D! W U) U M d nLz U I� U) 00 �0 a� rn Q) L U) (n 0 C C' Ln n O 1-1 1�-i N 0 0 C N Q)0 C: '�" .&0 r - IU M Z O r a- .' -0 .. /O rn Z 0)Q C Q 3 IK C) x cn F1 65'--�- m > 12 In SD O 0.95 O o� d• d - ca � 0+00 0+50 0+77 STORM F HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET 5.0 0 10 VERTICAL GRAPHIC SCALE ^\ GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT 624 OF FLOOD ZONE "A" j \ ` 42 29 6R 46 .: 42.37 31.00 X \ ti Y �8. 43.6 � c A\� 41.0 � BUILDING 1 40.41 � Kt , \ 46.46 X , F3 =642 50 d \. TW=48. 00 43.30 X FF 40.39 0 1s^ -A 111.!.......; Typical Gravity Wall with 28" Blocks SETBACK le 1.2 (4.0° Batter Angle on War) Exposed Wall Wall Height I[ Ground ► Level No Scale Note. Load Condition A ;Shown flo Backs!ope - No 9 rcha, ge) Move Blocks Forward During 28" Top Block Installtion to Engage Shear Knobs (Typical) Ground Level Flree Draining Backfill to Extend alt Least 12" Behind Wall Non Woven Geotextile Fabric (If Specified) 28" Bottom Block Leveling Pad C1.. Perforated Sock Drain Crushed Stone Leveling Pad INO SCALE STANDARD PAVEMENT 2" 57 'STONE 6" 21B' AGGEGRATE BASE WELL—COMPACTED SUBGRADE STONE ACC ESS PATH EXISTING 50' EASEMENT (PARKVIEW DR.) all 4'-0" 6'-0" 18' to 24' PAVEMENT MIN. 5'-, 8'-0" 3, 9' 9' to 15' 3" UARDR IL TRAVEL LANE TRAVEL LANE WHERE 1/4": SPECIFIED 3 CL — SEE qHEET C3-01 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 ANDD OUTSIDE NO SCALE THE EXISTING EASEMENT. PROPOSED ROAD CROSS-SECTION PRE—ENGINEERED---,, SEGMENTAL WALL UNITS (VERSA—LOK OR EQUAL) PER Y}x. 'y �• ��°'` ' c �;\ j /f MANUFACTURERS '�+'•:' <?�;, / / 12" N0. 57 SPECIFICATIONS STONE 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, GRADEFINISH • TECH SHEET 2_0" MANUFACTURED GRASS PAVER SYSTEM •T •Y �T �Y •T; •Y; •Y;•Y; •Y; •Y:'� �T TEXTILE �r�rr�r_Y • • ,I•I••••I• • Y�,I�I.:I�I 15 �T �Y •Y •�•�•�i ti COMPACTED SUB G SECTION VIEW 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) • 30% 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. GRASS PAVER SYSTEM (V O I C4 "x4" TREATED POST "x4" TREATED TOP RAIL "x6" TREATED SLATS "x4' TREATED MIDDLE RAIL "x4"x8' TREATED POSTS "x4" TREATED BOTTOM RAIL L 10'x20' CONCRETE APPROACH 13'-0" RAMP, 6" THICK 3000 PSI WITH 6x6—W2.1 /W2.1 WWF AIR ENTRAINED OVER 6" COMPACTED 21B STONE 10'x10' CONCRETE PAD 6" THICK 3000 PSI WITH 6x6— W2.1/W2.1 WWF AIR ENTRAINED OVER 6" COMPACTED 21B STONE 10'x10' DUMPSTER PAD SCREEN .APPROACH RAMP........... GATE PLAN VIEW ►IC DUMPSTER PAD SCREENING DETAIL I dl W X LESS THAN D+24" 12" 36" 36" SAND D+36" 18" GREATER numm FINISH GRADE 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 FOUNDA11ON B NORMAL EARTH 4" ROCK t " PER 1' OF H zo ea. MIN=8", MAX=24" SOFT YIELDING � .� r­1� 0) OR OTHERWISE AS SHOWN ON PLANS UNSUITABLE IRM BEARING OR TO F MATERIAL SOIL NOTES: 1. ALL CONSTRUCTION SHALL ADHERE TO THE REQUIREMENTS OF ASTM D-2321, VIRGINIA 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 "X" SHALL BE EQUAL TO OR GREATER THAN V. GE -72 STORM SEWER TRENCH FLEXIBLE PIPE 1N' DIAMETER STEEL PIPE NO SCALE ENSURE POSITIVE _ DRAINAGE AWAY FROM POST LO A n _I a 1 5'-0'I" I—POST ANCHORING SEE SECTION VIEW ELEVATION VIEW 1) ALL PIPE SHALL BIE SCH40 STEEL PIPE. 2) GRIND WELD JOINT'S SMOOTH. 3) HOT DIP GALVANIZE AFTER FABRICATION. 4) FINISH COLOR BY OWNER. NEEL PIPE ONCRETE SHALL BE 3,000 PSI (MIN) I— 57 STONE • • �0 W, AlLei ■•i 1l Lei I HANDRAIL/GUARDRAIL I APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT (D ❑ r �� 'z �- " LU V it z�� Ir @ LU 1 of ❑ � � WWF W U zo ea. a' N N 1 p Q1 Z � 0 E z g �,E v o � .� r­1� 0) z O> 0LU m�� L C Z r0 il L W N M m co M ca (I� Lo = 119 -0 Viw pv) o°mo @) C0 C 0 3 N ('4 (O !:2� O Ln a } U U_ 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. z Q U) Z Q O �_ z �z (if W 0 U � z 0 O z w 0 W J ^^ U) > Q I..L UJW W p °° J 5 W W VJ H OF I'l U JOHN T. NEEL tp. Lic. No. 035780 V16 eo 10/20/15 `sIONAL NO. COMMENTS DATE © OWNER REVISIONS 07/16/2015 v JOHN T. NEEL, PE a KEVIN D. CONNER, LA z Ln W TES, LHS 02/02/2015 \, a\ 1770.3 SITE DETAILS C3-03 3' STRIP SOD I(SEE NOTE 4) BIORETENTION PERMANENT SEEDING AND TREES (SEE LANDSCAPE PLAN) FOOLING ZONE '=t-*'^' (SEE DESIGN CALCS)=^^�^^^ 2"-3" TOPSOIL - FILTER FABRIC OVER UNIDERDRAIN(S) (ONLY 1'-2' TO EITHER SIDE) `. 3"' LAYER OF PEA GRAVEL'' CLEAN #57 STONE SEE RISER DETAIL FOR ELEVATION DATA RISER STRUCTURE (SEE DETAIL FOR ELEVATION DATA) SOIL MI 6" PERFORATED PVC UNDERDRAIN 3' STRIP SOD (SEE NOTE 4) 1.0' WQV 36" 12" TO INVERT FILTER FABRIC NOTES: 1. THE PLANTING SOIL USED IN THE BIORETENTION 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 SAND MATERIAL AND PROPORTIONALLY MIX IN TOPSOIL THAT WILL LIKELY CONTAIN ANYWHERE FROM 30% TO 50% SOIL FINES (SANDY LOAM, LOAMY SAND) TO ACH0VE THE DESIRED RATIO OF SAND AND FINES. AN ADDITIONAL 3% TO 5% ORGANIC MATTER CAN THEN BE ADDED. 2. THE PLANTING SOIL SHALL BE (OF UNIFORM COMPOSITION, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS LARGER THAN ONE INCH, BRUSH, OR ANY OTHER WATERIAL OR SUBSTANCE WHICH MAY BE HARMFUL TO PLAN GROWTH„ OR A HINDRANCE TO PLANTINGS. 3. FILTER FABRIC SHALL BE MIRAFI 140N OR ENGINEER APPROVED EQUAL. 4. ENTIRE BIORETENTION AREA IS TO BE SURROUNDED BY A CONTINUOUS 3' STRIP OF SODDING IMMEDIATELY FOLLOWING STABILIZATION. I BIO -RETENTION FILTER � BIORETENTION SEQUENCE OF CONSTRUCTION: x 35.00 III i ***BIORETENTION FILTER SHALL BE CONSTRUCTED AFTER SITE WORK IS COMPLETE AND I I STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. SILT FENCE SHALL BE INSTALLED I I AROUND THE BIORETENTION FACILITY AND MAINTAINED IN ORDER TO PROTECT IT FROM I I I PREMATURE CLOGGING AND FAILURE.*** I I 1) INSTALL EROSION AND SEDIMENT CONTROL MEASURES FOR THE SITE. I I SHOWN ON PLAN. INITIALLY THE FILTER FLOOR I I I 2) GRADE EACH SITE TO ELEVATIONS , I I MAY BE EXCAVATED NO LOWER THAN ONE FOOT ABOVE ITS FINAL SUBGRADE I I ELEVATION. EXCAVATION TO FINISHED SUBGRADE SHALL BE DEFERRED UNTIL ALL I I DISTURBED AREAS WITHIN THE WATERSHED HAVE BEEN STABILIZED AND PROTECTED. PRETREATMENTCELL (SEDIMENT FOREBAY) DOES NOT REQUIREUIR E THE FULL ENGINEERED I SOIL MEDIA SECTION AND SHOULD BE EXCAVATED AS SUCH. I I I 3) INSTALL BIORETENTION RISER BUT DO NOT INSTALL UNDERDRAIN AT THIS TIME., II I I ENSURE THAT THE UNDERDRAIN CONNECTION ON THE RISER IS PLUGGED SO THAT I WATER MAY ONLY ENTER THE RISER THROUGH ITS TOP AT THIS TIME. I I 4) COMPLETE CONSTRUCTION ON THE WATERSHED AND STABILIZE ALL AREAS DRAINING II I I TO THE BIORETENTION FILTER. - I 5) REMOVE ALL ACCUMULATED SEDIMENT AND PERFORM DETAILED EXCAVATION TO THE I I I P FINAL SUBGRADE ELEVATION. j I L - _ 6) INSTALL STONE LAYERS, UNDERDRAIN, AND FILTER FABRIC AS SPECIFIED IN THE 2 DETAILS. 7) FILL BIORETENTION AREA WITH ENGINEERED SOIL MIX, AS SPECIFIED IN THE DETAILS. 8) INSTALL VEGETATION AS SPECIFIED IN THE PLANTING PLAN FOR BIORETENTION AREA. INSTALL GROUND COVER AS SPECIFIED IN THE DETAILS. INSTALL SOD STRIP AROUND / PERIMETER WALL. 9) UPON AUTHORIZATION FROM DESIGNATED INSPECTOR, REMOVE ALL SEDIMENT ,C� CONTROLS AND STABILIZE ALL DISTURBED AREAS. PROVIDE DRAINAGE TO THE ;'« a BIORETENTION AREAS. ~ / � _...._.�__" _...._ .. ........_.__ .._.... _ _. � 33.25 o - _ 3 0 x ♦; PRETREATMENT CELL / ♦ 11 0 -- - _ (NO MEDIA REQUIRED) _ _ _ _ 0 31.0 I / I _ g - - - _ _ _ / / 6" PERFORATED ♦ B3 00 - - - _ / PVC UNDERDRAIN I 31.00 I r 0 0- U) GABION BASKET BERM 0 33.25 X ♦ // (D / o - _ _ �~ x 33.25 Q- cD CMP 32 3 ACCESS MANHOLE. J ------- 0 403 I 2 ♦ B2 630 - U) ♦♦ CD ................. ay _. r M_ .......... ........... w , LU Z f 0 1.Q 20 z w .. \ .., GRAPHIC SCALE FEET C) 144 MINTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NOTES: B2 r- (D �'0 rn o d o Lo o - III M04 N X17 MM cND co � (° (fl CO (fl 110111_ 0+00 0+50 1+00 1+38 HORIZONTAL GRAPHIC SCALE _HT ll-; -_I__ -lll IEl[ _ 71013 u.6 30 15 0 30 241N DOME LOCKING GRATE ASSEMBLY REMAIN FLEXIBLE AFTER INSTALLATION PER FEET SECTION A- A' I SCALE 1:10 SHEET 1 OF 1 5.0 0 10 VERTICAL GRAPHIC SCALE Z LU 3' STRIP SOD I(SEE NOTE 4) BIORETENTION PERMANENT SEEDING AND TREES (SEE LANDSCAPE PLAN) FOOLING ZONE '=t-*'^' (SEE DESIGN CALCS)=^^�^^^ 2"-3" TOPSOIL - FILTER FABRIC OVER UNIDERDRAIN(S) (ONLY 1'-2' TO EITHER SIDE) `. 3"' LAYER OF PEA GRAVEL'' CLEAN #57 STONE SEE RISER DETAIL FOR ELEVATION DATA RISER STRUCTURE (SEE DETAIL FOR ELEVATION DATA) SOIL MI 6" PERFORATED PVC UNDERDRAIN 3' STRIP SOD (SEE NOTE 4) 1.0' WQV 36" 12" TO INVERT FILTER FABRIC NOTES: 1. THE PLANTING SOIL USED IN THE BIORETENTION 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 SAND MATERIAL AND PROPORTIONALLY MIX IN TOPSOIL THAT WILL LIKELY CONTAIN ANYWHERE FROM 30% TO 50% SOIL FINES (SANDY LOAM, LOAMY SAND) TO ACH0VE THE DESIRED RATIO OF SAND AND FINES. AN ADDITIONAL 3% TO 5% ORGANIC MATTER CAN THEN BE ADDED. 2. THE PLANTING SOIL SHALL BE (OF UNIFORM COMPOSITION, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS LARGER THAN ONE INCH, BRUSH, OR ANY OTHER WATERIAL OR SUBSTANCE WHICH MAY BE HARMFUL TO PLAN GROWTH„ OR A HINDRANCE TO PLANTINGS. 3. FILTER FABRIC SHALL BE MIRAFI 140N OR ENGINEER APPROVED EQUAL. 4. ENTIRE BIORETENTION AREA IS TO BE SURROUNDED BY A CONTINUOUS 3' STRIP OF SODDING IMMEDIATELY FOLLOWING STABILIZATION. I BIO -RETENTION FILTER � BIORETENTION SEQUENCE OF CONSTRUCTION: x 35.00 III i ***BIORETENTION FILTER SHALL BE CONSTRUCTED AFTER SITE WORK IS COMPLETE AND I I STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. SILT FENCE SHALL BE INSTALLED I I AROUND THE BIORETENTION FACILITY AND MAINTAINED IN ORDER TO PROTECT IT FROM I I I PREMATURE CLOGGING AND FAILURE.*** I I 1) INSTALL EROSION AND SEDIMENT CONTROL MEASURES FOR THE SITE. I I SHOWN ON PLAN. INITIALLY THE FILTER FLOOR I I I 2) GRADE EACH SITE TO ELEVATIONS , I I MAY BE EXCAVATED NO LOWER THAN ONE FOOT ABOVE ITS FINAL SUBGRADE I I ELEVATION. EXCAVATION TO FINISHED SUBGRADE SHALL BE DEFERRED UNTIL ALL I I DISTURBED AREAS WITHIN THE WATERSHED HAVE BEEN STABILIZED AND PROTECTED. PRETREATMENTCELL (SEDIMENT FOREBAY) DOES NOT REQUIREUIR E THE FULL ENGINEERED I SOIL MEDIA SECTION AND SHOULD BE EXCAVATED AS SUCH. I I I 3) INSTALL BIORETENTION RISER BUT DO NOT INSTALL UNDERDRAIN AT THIS TIME., II I I ENSURE THAT THE UNDERDRAIN CONNECTION ON THE RISER IS PLUGGED SO THAT I WATER MAY ONLY ENTER THE RISER THROUGH ITS TOP AT THIS TIME. I I 4) COMPLETE CONSTRUCTION ON THE WATERSHED AND STABILIZE ALL AREAS DRAINING II I I TO THE BIORETENTION FILTER. - I 5) REMOVE ALL ACCUMULATED SEDIMENT AND PERFORM DETAILED EXCAVATION TO THE I I I P FINAL SUBGRADE ELEVATION. j I L - _ 6) INSTALL STONE LAYERS, UNDERDRAIN, AND FILTER FABRIC AS SPECIFIED IN THE 2 DETAILS. 7) FILL BIORETENTION AREA WITH ENGINEERED SOIL MIX, AS SPECIFIED IN THE DETAILS. 8) INSTALL VEGETATION AS SPECIFIED IN THE PLANTING PLAN FOR BIORETENTION AREA. INSTALL GROUND COVER AS SPECIFIED IN THE DETAILS. INSTALL SOD STRIP AROUND / PERIMETER WALL. 9) UPON AUTHORIZATION FROM DESIGNATED INSPECTOR, REMOVE ALL SEDIMENT ,C� CONTROLS AND STABILIZE ALL DISTURBED AREAS. PROVIDE DRAINAGE TO THE ;'« a BIORETENTION AREAS. ~ / � _...._.�__" _...._ .. ........_.__ .._.... _ _. � 33.25 o - _ 3 0 x ♦; PRETREATMENT CELL / ♦ 11 0 -- - _ (NO MEDIA REQUIRED) _ _ _ _ 0 31.0 I / I _ g - - - _ _ _ / / 6" PERFORATED ♦ B3 00 - - - _ / PVC UNDERDRAIN I 31.00 I r 0 0- U) GABION BASKET BERM 0 33.25 X ♦ // (D / o - _ _ �~ x 33.25 Q- cD CMP 32 3 ACCESS MANHOLE. J ------- 0 403 I 2 ♦ B2 630 - U) ♦♦ CD ................. ay _. r M_ .......... ........... w , LU Z f 0 1.Q 20 z w .. \ .., GRAPHIC SCALE FEET C) 144 MINTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NOTES: B2 LOAD RFATING PART# DRAWING# MANHOLE SHALL MEET CURRENT REQUIREMENTS OF - III ,I" F UUI Ili]1Il _T G ASTM C-476 & ASTM A-615. r - ., TOP OF 12" RISER _'LL -.L6 -_- a 1.1 i�r, r_nlil 110111_ JOINTS SHALL BE SEALED WITH CONSEAL JOINT ELEV=626.86 - -_ J] D7 ulll 11 '19 SEALANT, OR EQUAL. 2 LAYERS REQUIRED. _HT ll-; -_I__ -lll IEl[ _ 71013 u.6 ALL PIPE CONNECTIONS TO DETENTION PIPE SHALL DATE 2.24.06 241N DOME LOCKING GRATE ASSEMBLY REMAIN FLEXIBLE AFTER INSTALLATION PER IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. I DWG SIZE A I SCALE 1:10 SHEET 1 OF 1 MANUFACTURERS RECOMMENDATIONS. RISER SHALL BE Z LU VOID SPACE UNDER INTERNAL PIPE RISER AND PIPE MANUFACTURED N ' O E U O z g INVERT SHALL BE GROUTED TO PREVENT PONDING. CONNECTED TO BULKHEAD v O> PROVIDE FLEXIBLE BOOT CONNECTIONS. FOR PIPE 12' PIPE TURNED UP TO L 60" PIPE SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; fB � oC � N � � � tin `�J INSIDE MUST BE CAST IN THE STRUCTURE AT THE ELBOW CONTAINED INSIDE � 00 0 3 V R UJ DIAMETER PROPOSED PIPE ANGLE. DETENTION PIPE L v PIPE TRENCH SHALL BE EXCAVATED A MINIMUM U o is lu v a w WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE Li The drawing, design, and digital files relating to this project are the property of Gay and FOOT TO EITHER SIDE. reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. DEBRIS CAGE BY PLASTIC ALL JOINTS SHALL BE WATERTIGHT. SOLUTIONS, INC., OR EQUAL CONTRACTOR SHALL INSTALL UNDERGROUND 10" ORIFICE DETENTION FACILITY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. INVout=622.61 12" OUTLET PIPE-"' AT SLOPE SHOWN ON PLANS 6" NO. 57 STONE I UNDERGROUND DETENTION ORIFICE STRUCTURE (RISER INSIDE PIPE) � NYLOPLAST 24" DRAIN BASIN: 2824AG X II MINIMUM PIPE BURIAL OQ VARIABLE IFONERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANS/TAKEOFF) RECOMMENDATION (Z)VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE. 4" 24FOR CORRUGATED HDPE DS `1-12. ADS SINGLE V JAI" HANCOR DUAL WALL), .,Dn 35. SCH 40 DWV, COORRUGATED & RIBBED PVC QWATERTIGHTJOINT (C(ORRUGATED HDPE SHOWN) GRATE OPTIONS LOAD RFATING PART# DRAWING# .I:... - III ,I" F UUI Ili]1Il _T G = l r - ., iinl 217 _'LL -.L6 -_- a 1.1 i�r, r_nlil 110111_ L - -_ J] D7 ulll 11 '19 E-_-1 _. _- _HT ll-; -_I__ -lll IEl[ _ 71013 u.6 24" GRATE FRAME 24" DOME GRATE 5116-18 X 1 1/2° LOFFIG HEX BOLT ZINC GOLD STEEL 2 PLACES D�,VG N0� 7001-100-041 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE O�DAPTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED VARIABLE 0° - 360° TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC ACCORDING TO LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS 0- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 ®- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC © - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-013. PZI LORD 10 I DRILL 0.343 THRU GRATE ONLY 2 PLACES ®VARIABLE SUMP DEPTH ACCORDING TO PLANS (6 MIN) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 PLACES NOTE. LOCATION OF LOCKING I DEVICE MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT UJ} V BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN ORNylo TECHNICAL INFORMATION SHOWN HEREIN DATE 2.24.06 PHN (770) 932-2443 last FAX (7701) 932-2490 2- use om APPD BY CJA PROJECT NO.INAME TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION � �•! ■ 1.x.1 CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 2.24.06 241N DOME LOCKING GRATE ASSEMBLY WUJ IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. I DWG SIZE A I SCALE 1:10 SHEET 1 OF 1 I DWG N0. 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 ELEV = 631.00 6" PERFORATED' ``' z`Mv ,SOIL µMIXTURE: PVC UNDERDRAIN ELEV = 627.5 EXCAVATED FLOOR tia' .w ��� .r _ ELEV 626.5 n�. Sl'ONE } . t 1 (3 12" SD i . _..... _..... ¢ 'E, _.........__ I..._:..... _ 1 8.... It i 3....... _- -{ _ _- ......... _' .._........., _.._ t E 1 I Ct I { _...... 3 � ' .... __....... 1 I 3 LA i{ PA d • _ ...._ a E..:......:....3.m „ E CONCRETE RISER ANCHOR NO SCALE 3205 BIORETENTION 1 RISER STRUCTURE SEE BERM DETAIL SEE BMP ELEV = 631.00' DETAIL TOPSOIL COMPACTED SUBGRADE NO SCALE GNI-3207 PRETREATMENT CELL BIORETENTION SOIL MEDIA, STONE, ETC. TO EDGE OF PER DETAIL o BIORETENT10N 3.0 1777 TOPSOIL COMPACTED `'" SUBGRADE SECTION A- A BIORETENIION PLANTING AREA PRETIREATMENT CELL (SEDIIMENT FOREBAY) IF BERM LAYOUT REQUIRES q GABION BASKETS TO BE INISTALLED AT A SKEW ANGLE, FILL RESULTANT WEDGES WITH RIP -RAP AND ENCLOSE WITH BLACK* PVC -COATED WIRE TO EDGE OF BIORETENTION 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 GNI-32( NGINEER APPROVED EQUIVALENT). 3. 'CONTRACTOR SHALL EXTEND GABION BASKET BERM UNTIL TOP OF GABION BASKET MEETS GRADE IF NO WALL IS TO BE INSTALLED. *COLOR SUBSTITUTIONS OF PVC -COATED WIRE SUBJECT TO OWNER APPROVAL. NO SCALE GNI-3218 GABION BASKET PRETREATMENT CELL BERM z U) ZJ I..L 0� �z W 0� U o- z 0 J O W ��^^ VJ > W :2W C) L W W VJ /WP LTH 47P JOHN T. NEEL Uc. No. 035780 0 02/101/1 G 1;zs`sjONAL e3� M 47 NO. I COMMENTS I DATE I Q3 I OWNER REVISIONS 107/16/2015 A I ELEORM ION ITER ORIFICE 102/10/2016 JOHN T. NEEL, PE a a ( KEVIN D. CONNER, LA I o I TES, LHS ' 02/02/2015 1770.3 BMP GRADING DETAILS 1 C3-04 r ■ z z UJ} V z � � �•! ■ 1.x.1 W � v WUJ UJ uCr M Z LU 0 N 0+L+ N ' O E U O z g N v O> Leo c^ L I, m � fu Lu w fB � oC � N � � � tin `�J (� � � C � 00 0 3 V R UJ N cB O � L v U o is lu v a w Li 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. z U) ZJ I..L 0� �z W 0� U o- z 0 J O W ��^^ VJ > W :2W C) L W W VJ /WP LTH 47P JOHN T. NEEL Uc. No. 035780 0 02/101/1 G 1;zs`sjONAL e3� M 47 NO. I COMMENTS I DATE I Q3 I OWNER REVISIONS 107/16/2015 A I ELEORM ION ITER ORIFICE 102/10/2016 JOHN T. NEEL, PE a a ( KEVIN D. CONNER, LA I o I TES, LHS ' 02/02/2015 1770.3 BMP GRADING DETAILS 1 C3-04 m U Q. LL 0 0- 0 O 0 O CL U) a CDv 0 N_ N m N N 0 �\ 1 Y (MIN.) \\ \, LINING, PER SCHEDULE W TRAPEZOIDAL DITCH SECTION Y (MI . LINING, PER SCHEDULE \ �f W=0 TRIANGULAR DITCH SECTION SCHEDULE NO SCALE GNI-3001 DRAINAGE DITCH FIELDCUT MANJ WAY TO REQUIRED ELEVATION FINISHED GRADE D2 STANDARD 4' DIA. SET PRECAST TOP IN PRECAST DI -1 BED OF NON -SHRINK z GROUT ,- CAST -IN PLACE STEPS—CONCRETE COLLAR (STEEL) (2500 PSI MIN) s^ � ° WRAP CORRUGATED STEEL PIPE WITH E!<• ' ' I 711111 BUILDING FELT PRIOR DITCH ACCESS RISER (SEE DETAIL) PRECAST FLAT TOP DESIGNATION W M Y LINING A 0 3 12" B/M TREATMENT 1 B 48" 3 12" B/M TREATMENT 1 SEED NATIVE GRASS «^ ^'^c^" " INTO ENGINE[ 3:1 SIDE SLOPE' 3" LAYER OF PEA FIELDCUT MANWAY TO REQUIRED ELEVATION ,- CAST IRON FRAME FINISHED GRADE UIRED E E / & COVER STANDARD 4' DIA. ACCESS RISER (SEE DETAIL) PRECAST FLAT TOP SET PRECAST TOP IN JOINTS SHALL BE SEALED WITH CONSEAL JOINT ELEV=625.010 SEALANT, OR EQUAL. 2 LAYERS REQUIRED. BED OF NON -SHRINK _z REMAIN FLEXIBLE AFTER INSTALLATION PER GROUT MANUFACTURERS RECOMMENDATIONS. 2 CA E OPENING!4 PROVIDE FLEXIBLE BOOT CONNECTIONS. FOR PIPE 12" PIPE TURNED UP TO-\ _ _ SIZE SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; 60" PIPE MUST BE CAST IN THE STRUCTURE AT THE ELBOW CONTAINED INSIDE CAST -IN PLACE PROPOSED PIPE ANGLE. DETENTION PIPE 18 STEPS PIPE TRENCH SHALL BE EXCAVATED A MINIMUM CONCRETE COLLAR WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE (STEEL) N (2500 PSI MIN) ALL JOINTS SHALL BE WATERTIGHT. SOLUTIONS, INC., OR EQUAL ' s CONTRACTOR SHALL INSTALL UNDERGROUND 5" ORIFICE CONCRETE COLLAR a ° WRAP CORRUGATED MANUFACTURER'S RECOMMENDATIONS. E ` • STEEL EL PIPE WITH STEEL MANWAY ° BUILDING FELT PRIOR •`r li'ip E :illi°;?e!•f; E'= TO POURING CONCRETE COLLAR I 30" DIA. (MIN) COMPACTED CORRUGATED SUBGR�ADE STEEL MANWAY VIVI—J I IJ UNDERGROUND DETENTION ACCESS DETAIL NOTES: 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 IIN 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% TO 5% ORGANIC MATTER CAN THEN BE ADDED. 2. THE PLANTING SOIL SHALL BE OF UNIFORM COMPOSITION, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS LARGER THAN ONE INCH, BRUSH, OR ANY OTHER MATERIAL OR SUBSTANCE WHICH MAY BE HARMFUL TO PLAN GROWTH, OR A HINDRANCE TO PLANTINGS. 3. FILTER FABRIC SHALL BE MIRAFI 140N OR ENGINEER APPROVED EQUAL. 4. DRY SWALE SHALL NOT HAVE A LONGITUDINAL SLOPE GREATER THAN 2% (SEE GRADING PLAN FOR SPOT ELEVATIONS). u rLr,,ruRmir_u PVC UNDERDRAIN NO SCALE GNI-32XX DRY SWALE (LEVEL 1) DETAIL ivv .nVIVI—JI IJ UNDERGROUND DET. DI -1 ACCESS DETAIL 66 8.3 i 6 5 - 0° � A m B1 g 64 F=EE � � �I a� oM� Guess > R <�j� WsN ��ZZ CID 9 NNF-Z� T N stn? 43.45 LF 12 in HDPE 01.00% ACCESS RISER (SEE DETAIL) ASTM C-476 &ASTM A-615. TOP OF 12" RISEfR JOINTS SHALL BE SEALED WITH CONSEAL JOINT ELEV=625.010 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 TO-\ SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; 60" PIPE MUST BE CAST IN THE STRUCTURE AT THE ELBOW CONTAINED INSIDE INSIDE PROPOSED PIPE ANGLE. DETENTION PIPE DIAMETER PIPE TRENCH SHALL BE EXCAVATED A MINIMUM WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE FOOT TO EITHER SIDE. DEBRIS CAGE BY PLASTIC (_l____9" ORIFICE ALL JOINTS SHALL BE WATERTIGHT. SOLUTIONS, INC., OR EQUAL ' TO POURING CONTRACTOR SHALL INSTALL UNDERGROUND 5" ORIFICE CONCRETE COLLAR DETENTION FACILITY IN ACCORDANCE WITH INVout=621.50 30" DIA. (MIN) MANUFACTURER'S RECOMMENDATIONS. CORRUGATED COMPACTED STEEL MANWAY SUBGRADE ivv .nVIVI—JI IJ UNDERGROUND DET. DI -1 ACCESS DETAIL 66 8.3 i 6 5 - 0° � A m B1 g 64 F=EE � � �I a� oM� Guess > R <�j� WsN ��ZZ CID 9 NNF-Z� T N stn? 43.45 LF 12 in HDPE 01.00% 620—� 3285 LF 1 12 in HDPE 01.3s7c 61 oQ N N N N rD Q 10+00 NOTES: D2 MANHOLE SHALL MEET CURRENT REQUIREMENTS OF ACCESS RISER (SEE DETAIL) ASTM C-476 &ASTM A-615. TOP OF 12" RISEfR JOINTS SHALL BE SEALED WITH CONSEAL JOINT ELEV=625.010 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 TO-\ SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; 60" PIPE MUST BE CAST IN THE STRUCTURE AT THE ELBOW CONTAINED INSIDE INSIDE PROPOSED PIPE ANGLE. DETENTION PIPE DIAMETER PIPE TRENCH SHALL BE EXCAVATED A MINIMUM WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE FOOT TO EITHER SIDE. DEBRIS CAGE BY PLASTIC (_l____9" ORIFICE ALL JOINTS SHALL BE WATERTIGHT. SOLUTIONS, INC., OR EQUAL INV=623.75 CONTRACTOR SHALL INSTALL UNDERGROUND 5" ORIFICE DETENTION FACILITY IN ACCORDANCE WITH INVout=621.50 MANUFACTURER'S RECOMMENDATIONS. 620—� 3285 LF 1 12 in HDPE 01.3s7c 61 oQ N N N N rD Q 10+00 NOTES: D2 MANHOLE SHALL MEET CURRENT REQUIREMENTS OF ACCESS RISER (SEE DETAIL) ASTM C-476 &ASTM A-615. TOP OF 12" RISEfR JOINTS SHALL BE SEALED WITH CONSEAL JOINT ELEV=625.010 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 TO-\ SLOPES GREATER THAN 12% THE FLEXIBLE BOOT ACT AS OVERFLOW RISER; 60" PIPE MUST BE CAST IN THE STRUCTURE AT THE ELBOW CONTAINED INSIDE INSIDE PROPOSED PIPE ANGLE. DETENTION PIPE DIAMETER PIPE TRENCH SHALL BE EXCAVATED A MINIMUM WIDTH OF THE PIPE OUTSIDE DIAMETER PLUS ONE FOOT TO EITHER SIDE. DEBRIS CAGE BY PLASTIC (_l____9" ORIFICE ALL JOINTS SHALL BE WATERTIGHT. SOLUTIONS, INC., OR EQUAL INV=623.75 CONTRACTOR SHALL INSTALL UNDERGROUND 5" ORIFICE DETENTION FACILITY IN ACCORDANCE WITH INVout=621.50 MANUFACTURER'S RECOMMENDATIONS. d_ „Q I\ U-) Lc) I N ' N � N cc �D N0 �- O Oi Q Qi � f•O M I t'O N� N N CD (O 10-x-50 10+-83 10+00 10+50 10+60 63NOWSO STORM C v ft.4- zo O -' r^ W v�/J > L.L W W C) W W � U) � JOH T. NEEL " Lic. No. 035780 Vo� 02110/1 G N0. COMMENTS DATE Q3 OWNER REVISIONS 07/16/2015 QI STORMWATER ORIFICE ELEVATION JOHN T. NEEL, PE a � KEVIN D. CONNER, LA a z wTES, LHS 0 02/02/2015 1770.3 02/10/2016 BMP GRADING DETAILS 2 C3-05 DEQ BIORETENTION INSTALLATION NOYES: 1) CONSTRUCTION OF THE BIORETENT10N 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 THE 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 PRECONSTIRUCTION 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 SITFE 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 CONSTRUCT10IN OF THE BIORETENTION AREA TO DIVERT STORMWATER AWAY FROM THE BIORETENTION AREA UNTIL IT IS COMPLETED. SPECIAL PROTEC11ON 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 BIO)RETENTION 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. 6) 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, INSITALL 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 STrORE IT ON AN ADJACENT IMPERVIOUS AREA OR PLASTIC SHEETING. APPLY THE MEDIA IN 12 -INCH LIFTS UNTIL THE DESIRED TOP ELEVATION OF THE BIORETENTION AREA IS ACHIEVED. WAIT A FEW DAYS TO CHECK FOR SETTLEMENT, AND ADD ADDI'TIONAL MEDIA, AS NEEDED, TO ACHIEVE THE DESIGN ELEVATION. 9) PREPARE PLANTING HOLES FOR ANY TREES AND SHRUBS, INSTiALL 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 ITO 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 Task Frequency Inspection Date and Notes Maintenance Notes Maintenance Date and Notes Mowing 2 - 12 times/ year Notes Frequency depends upon location and desired W Mowing 2+ times / year aesthetic appeal. Pruning 1 - 2 times / year . L r-1 Nutrients in runoff often cause vegetation to W �aA Inspect for bare earth spots Each spring > aoCD flourish. 0 3 3 Watering 1 time / 2 - 3 days for first 1 - 2 months. Sporadically after w t m > U a LL If drought conditions occur, watering after the The drawing, design, and digital files relating to this Sediment/sand build up establishment without GNI's written consent is prohibited. initial year maybe required. Z Fertilization 1 time initially One time spot fertilization for "first year" Check for erosion Each spring O� vegetation. Remove and replace dead plants 1 time/ year Within the first year, 10 percent of plants may > Inspect side slopes Each spring die. Survival rates increase with time. U 0- Check inflow points Initially, after several storm 0 Check for signs of erosion and stabilize Inspection of contributing drainage events. If initial inspections C/) > problem areas to minimize sediment flow to the ct Lu area. indicate that the site is m J bioretention area. Check for trash or debris Inspection of contributing drainage stabilized, 2 times/year. W accumulation and remove as necessary. VJ Miscellaneous upkeep 12 times / year Tasks include trash collection, spot weeding, JOHN T. NEEL Lic. No. 035780 and inspecting/maintaining the overflow device. �'P0 10/20/15 Dry Swale Maintenance Schedule Task Frequency Inspection Date and Maintenance Notes Maintenance Date and Notes Mowing 2+ times /year Notes Frequency) depends upon location and desired W Mowing 2+ times / year Frequency/ depends upon location and desired Inspect for bare earth spots Each spring . L r-1 aesthetic appeal. W �aA Inspect for bare earth spots Each spring > aoCD Replant grass to maintain 95% minimum turf 0 3 3 Sediment/sand build up Each spring w t m > U a LL cover or vegetative density. The drawing, design, and digital files relating to this Sediment/sand build up Each spring without GNI's written consent is prohibited. Remoive accumulated sediment/sand. Z Check for erosion Each spring Examine channel bottom for evidence of Check for erosion Each spring O� erosion, braiding, excessive ponding or dead 2E Z grass. Restabilize channel bottom of any > Inspect side slopes Each spring issues are found. U 0- Check inflow points Each spring 0 Inspect for clogging and remove any sediment. Inspect side slopes Each spring C/) > Check for any rill or gully erosion and repair. ct Lu area. W p m J Check for signs of erosion and stabilize Inspection of contributing drainage Each spring W problem arreas to minimize sediment flow to the VJ area. LTH OF l'1 bioretenition area. Check for trash or debris JOHN T. NEEL Lic. No. 035780 accumLulation and remove as necessary. �'P0 10/20/15 Grass Channel Maintenance Schedule Task Frequency Inspection Date and Notes Maintenance Notes Maintenance Date and Notes Mowing 2+ times /year W Frequency) depends upon location and desired W ZI= W aesthetic appeal. Inspect for bare earth spots Each spring . L r-1 Replant grass to maintain 90% minimum turf W �aA Z a i 00 N rrnn (D�� m� V$ w > aoCD cover. 0 3 3 Sediment/sand build up Each spring w t m > U a LL Remove accumulated sediment/sand. 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. Examine channel bottom for evidence of Z Check for erosion Each spring erosion, braiding, excessive ponding or dead Z O� grass. Restabilize channel bottom of any 2E Z issues are found. > Inspect side slopes Each spring Check for any rill or gully erosion and repair. U 0- Z 0 0 Check for signs of erosion and stabilize Inspection of contributing drainage Each spring C/) > problem areas to minimize sediment flow to the ct Lu area. W p m J bioretention area. Check for trash or debris W W accumiulition and remove as necessary. VJ 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 EN11RE 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 INSPECTION 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 COMPAC11ON 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. STORMWATER FLOWS MUST NOT BE PERMITTED INTO THE GRASS CHANNEL UNTIL THE BOTTOM AND SIDE SLOPES ARE FULLY STABILIZED. 3) GRADE THE 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 SHOULD BE PLACED IN 8- TO 12 -INCH LIFTS AND COMPACTED TO PREVENT SETTLEMENT. THE TOP OF EACH CHECK DAM SHOULD BE CONSTRUCTED LEVEL AT THE DIESIGN ELEVATION. 5) (OPTIONAL). TILL THE BOTTOM OF THE CHANNEL TO A DEPTH OF 1 FOOT AND INCORPORATE COMPOST AMENDMENTS ACCORDING TO STORMWATER DESIGN SPECIF=ICATION NO. 4. 6) ADD SiOIL 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 VIRGINIIA EROSION AND SEDIMENT CONTROL HANDBOOK. 7) PREPARE PLANTING HOLES FOR ANY TREES AND SHRUBS, THEN PLANT MATERIALS AS SHIOWN IN THE LANDSCAPING PLAN AND WATER THEM WEEKLY IN THE FIRST TWO MONTHIS. THE CONSTRUCTION CONTRACT SHOULD INCLUDE A CARE AND REPLAICEMENT WARRANTY TO ENSURE VEGETATION IS PROPERLY ESTABLISHED AND SURVI\VES DURING THE FIRST GROWING SEASON FOLLOWING CONSTRUCTION. 8) CONDUCT THE FINAL CONSTRUCTION INSPECTION AND DEVELOP A PUNCHLIST FOR FACIL17Y ACCEPTANCE. AIPPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT 1770.3 BMP GENERAL NOTES C3-06 Vw —` Zr lUJ .� v Q� ■� J � W W ZI= W O a d cuE Z g � �U . L r-1 Q1 W �aA Z a i 00 N rrnn (D�� m� V$ w > aoCD o V) q M r'4 o 0 3 3 �N (Uim'.. w t m > U a LL E 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. Z W J Z O� Q Z 2E Z 75 W > 0 U 0- Z 0 0 Z J O 0 W LSI C/) > < ct Lu W W p m J C GQ W W VJ LTH OF l'1 JOHN T. NEEL Lic. No. 035780 �'P0 10/20/15 ONAL \ '\ DATE NO. COMMENTS © OWNER REVISIONS 07/16/2015 LJ JOHN T. NEEL, PE KEVIN D. CONNER, LA Z o TES, LHS 02/02/2015 1770.3 BMP GENERAL NOTES C3-06 Biofilter;Maintenance Schedule Task Frequency Maintenance Notes Mowing of Berm z� (and filter strip, if 2 - 12 times f year Frequency depends Upon location and desired aesthetic appeal. resent _ .� Pruning 1 - 2 tunes,/ year Nutrients in runoff often cense vegetation to flourish. J G Use shredded hardwood mulch. Certain mulches can float before Mulching 1 - 2 times I year they become wetted after prolonged dry conditions. Test any WLLJ mulch before placing in the bioretenticn cell. Mulch removal I time/ 2 - 3 years Mulch accumulation reduces available water storage volume. Removal of mulch also increases surface infiltration reite of fill soil. £ �'4atering I time J 2 -,3 days for first 1 -2 months. Sporadically if drought conditions occur; watering after the initial year tray be after, establishment required. Fertilization 1 time initially One time spot fertilization for "first year" vegetation.. Remove and replace 1 time /year Within the first year, 10 percent of plants may die. Survival rates dead Tants a1 ,r6 c 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 Indica1te that the site is sediment flow to the bioretention area. Check for trash or debris area. stabilizeid, 2 times I year. accumulation and remove as necessary. Miscellaneous upkeep 12'. times /year Tasks include trash collection, spot.weeding, and 8 Z (n C7 inspecting/maintaining the overttow device. cQ) Z Z VJ Z CL O �-- 2Z 2EW O:2 C..) CL z0 OJ U)W W Wp :2 W W vJ TH OF j'l JOHN T. NEEL s Lic. No. 035780 0 10120115 �`��sioxaL E��ti PIA Z 0 UJ J fY W M J Q -11GYYL 1 1,'JIVJ 1 RUk� 1 CU 10 INYYJA VVA ILKLIriL ti W I SEE NOTE, SHEET C1-02 F ' WITH " v V W L —CONTRACTOR SHALL CONNECT EXISTING DWELLING, W o OUTDOOR FAUCETS, AND POOL TO PROPOSED U)Ic, WATERLINE AND PROPOSED SEWER UNE. X13 —WATER METERS SHOWN FOR GENERAL LOCATION V) PURPOSES ONLY. CONTRACTOR TO FIELD LOCATE nl = METERS IN COORDINATION WITH ARCHITECTURAL a PLANS AND BUILDING CONTRACTOR. —20' PUBLIC WATERLINE EASEMENT TO BE DEDICATED ON EASEMENT PLAT. EASEMENT SHALL BE CENTERED v) n ON PROPOSED WATER UNE. C� v � a� / Mo 0 N C 0 �z �g c N a 0 W .' ..'.Co O o 8" 45' BEND w/THRUST BLOCK / Q F, ��° c`to APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE R;WSA WATERLINE DURING CONSTRUCTION. Lv `: W x 2 EXISTING RWSA 12" WATERLINE.._ v�nr nry .avn�.�. 30 0 30 60 1 inch a 30 ft. • r U W ,r,+ .. z� _ .� J G LJ \ WLLJ W W Z < m 0 0 v + N Z Z a1 ,r6 c O � "0 1 Z o rn -0 gIg � c 8 Z (n C7 L 00 00 N tic) j- M M C V w O� oo d M p N N ro v 0 4., N ai LLU .. Q o r U d 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. Z VJ Z CL O �-- 2Z 2EW O:2 C..) CL z0 OJ U)W W Wp :2 W W vJ TH OF j'l JOHN T. NEEL s Lic. No. 035780 0 10120115 �`��sioxaL E��ti PIA Z 0 UJ J fY W M J Q -11GYYL 1 1,'JIVJ 1 RUk� 1 CU 10 INYYJA VVA ILKLIriL ti W I SEE NOTE, SHEET C1-02 F ' WITH " v V W L —CONTRACTOR SHALL CONNECT EXISTING DWELLING, W o OUTDOOR FAUCETS, AND POOL TO PROPOSED U)Ic, WATERLINE AND PROPOSED SEWER UNE. X13 —WATER METERS SHOWN FOR GENERAL LOCATION V) PURPOSES ONLY. CONTRACTOR TO FIELD LOCATE nl = METERS IN COORDINATION WITH ARCHITECTURAL a PLANS AND BUILDING CONTRACTOR. —20' PUBLIC WATERLINE EASEMENT TO BE DEDICATED ON EASEMENT PLAT. EASEMENT SHALL BE CENTERED v) n ON PROPOSED WATER UNE. C� v � a� / Mo 0 N C 0 �z �g c N a 0 W .' ..'.Co O o 8" 45' BEND w/THRUST BLOCK / Q F, ��° c`to APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE R;WSA WATERLINE DURING CONSTRUCTION. Lv `: W x 2 EXISTING RWSA 12" WATERLINE.._ v�nr nry .avn�.�. 30 0 30 60 1 inch a 30 ft. v JOHN T. NEEL, PE a KEVIN D. CONNER, LA 0 TES, LHS 02/02/2015 1770.3 SITE UTILITY PLAN C4-01 '1 \ v JOHN T. NEEL, PE a KEVIN D. CONNER, LA 0 TES, LHS 02/02/2015 1770.3 SITE UTILITY PLAN C4-01 a SEDIMENT _m.u. ' JrE. rRvrcr-\ I i uIv� SIGNAL—, _ , ��_ . p Biofilter Maintenance Schedule Task Frequency Maintenance Notes Mowing of Bern=. GENERAL WATER & SANITARY SEWER NOTES (and filter strip, if 2 - 12 times 1 year Frequency depends upon location and desiredaesthetic appeal. resent 03/25/2015 6 Pruning 1 - 2 tim es 1 year Nutrients in runoff often cause vegetatibn to flourish', G Z CK CK Use shredded hardwood mulch. Certain mulches can float before Mulching 1 - 2 times / year they become wetted after prolonged dry, conditions. Test any W mulct before placing in the bioretention cell., Mulch removal ' 1 time ,+ _ 3 years Mulch accumulation reduces available' water storage volume, L�ILn U Removal of mulch also increases surface infiltration rate of fill soil: Watering 1 time 12 - 3 days for first 1 - 2 months. Sporadically If drought conditions occur, watering after the initial year n ay be LIQ after establishment required, Fertilization 1 time Initially One time spot fertilization for "first year".vegetation, Remove and replace 1 time /year Within the first year, 10 percent of plants may die. Survival rates dead plants (3) -0 -0 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 indicate #the site is sediment flow to the bioretention area, Check for trash or debris area. 2that stabilized, times year. accumulation and remove as necessary. Miscellaneous upkeep 12 times / year Tasks include trash collection, spot weeding, and:. Ln OX v w inspecting/maintaining the overflow device. 71 ('7 U Z NOTES FOR CONNECTION TO RWSA SYSTEM AT PARKVIEW DRIVE AND THREE NOTCH'D ROAD: RIVANNA WATER & SEWER AUTHORITY (RWSA) n GENERAL WATER & SANITARY SEWER NOTES o MARCH 2008 rn F - 03/25/2015 6 0 L3 1. Cr J G Z CK CK 111M ``'Q 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COWPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS W BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. o ADOPTED a Z 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH L�ILn U RWSA IS REQUIRED PRIOR TO THE START OF WORK. U _ W J 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). LIQ Q 4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. v o o 0 �0 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 ri o � PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.r .L 0> (3) -0 -0 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE—INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE W W 00 N > TESTED PRIOR TO CONNECTING TO THE SYSTEM. +> Cd o M o 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLAINS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE o N 3 CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR -Co a) .. 3 SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PR07ECT ALL Ln OX v w 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 C z a U TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. Q reproduction, copying, 8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING a- without GNI's written SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. �^ Z 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE—BLAST SURVEY MIAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE O)w ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UYILITY 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. rnW 11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINIATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC w WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS—CONNECTION TO THE PUBLIC WATER M N SYSTEM. 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. i ¢ 13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IIN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, 0)z DRAINAGE STRUCTURES, ETC. V) 14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. L N pi I:f xU � � � \ �,• � .� j off, �z Z r -}a • W _ d 62 -'' Z 1Q it 03/25/2015 6 0 1. Cr J G Z CK CK 111M 2 W W 07 W U 0— Z Z W U o W J < 0 d [ V Q Z Z z ,M _ o 0 �0 W p � .L 0> (3) -0 -0 LLI LU W W 00 N > V i W U) o M o FROM CORNER p 3 60"CMP N a) .. 3 w OX v w r U a 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. I I � I � I TAX RARCEL' a6- 6 7 A S1 FEFLEE, LLC— PARCEL ,D.B. 1169 PG. 455;,-. I D.B. h 086 PG. 583 1 cI �p I 6 Jr _.634 MANHOLE PROPOSED 2500 GALLON ) INV=630. SURGE TANK (SEE DETAIL SHT C4-04) OPOSED PUMP STA710N/_/ 2- Z COMMENTS DATE 62 FORCE MAIN C/) 1Q Z W 03/25/2015 6 0 Q z G Z CK CK 2 W 07 3- U 0— Z 06/03/2015 Z 0 U 0 W W J ^ U) > Q cj. W LLI W p m J Q W W ROD FND. �N23'53'02"W 10.19' U) FROM CORNER 60"CMP INVout=604.12 INVout=604.03 INVout=603.77 4 E BRANCH GENERALL . _ 00n=07V I Mir yt'1'TH OF I I � I � I TAX RARCEL' a6- 6 7 A S1 FEFLEE, LLC— PARCEL ,D.B. 1169 PG. 455;,-. I D.B. h 086 PG. 583 1 cI �p I 6 Jr _.634 MANHOLE PROPOSED 2500 GALLON ) INV=630. SURGE TANK (SEE DETAIL SHT C4-04) OPOSED PUMP STA710N/_/ 2- NO. COMMENTS DATE 62 FORCE MAIN 1Q RELOCATION AND MISC. 03/25/2015 6 REVISIONS COUNTY REVIEW 3- COMMENTS 06/03/2015 © OWNER REVISIONS 07/16/2015 H ME DETAIL SHT C4-04) ° / JOHN T. NEEL, PE /I a 30 GRAPHIC SCALE 30 60 1 Inch = 30 ft. APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT �� Si r e 8 s „II i TY SEWER FOR ' •� 1;.;` - DD/'1DCDT'V --a -,moo FOR CONTINUATION, SEE SHEET. C4-01 /j N r. a. KEVIN D. CONNER, LA TES, LHS 02/02/2015 1770.3 SANITARY SEWER FORCE MAIN PLAN C4-02 o J .v I� U a I OT O 3 F-- vi W U Ld V) — � O U a +'I F– s M Q jo a) � .0 Lf) V O un cV c�" 00 c 0 rn� .N a� iw OT J 0 a> n" cn rn� cw M W . (n O �Q �Z �Q V) C) �3 o rO �I xU HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET 10 5 0 10 VERTICAL GRAPHIC SCALE APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT . .r JOHN T. NEEL y Lic. No. 035780 "deo 10/20/15 '`rIONAL e.�x NO. I COMMENTS DATE FORCE MAIN 1A RELOCATION AND MISC. 03/25/2015 REVISIONS A I OWNER REVISIONS 107/16/2015 A I ACSA REVISIONS 109/04/2015 E: JOHN T. NEEL, PE a- KEVIN D. CONNER, LA Io I TES, LHS ' 02/02/2015 1770.3 SANITARY SEWER PROFILES C4-03 m 115 ILn I r 6 7 .. I ITI`�� 0.. 06 K) .. ao op ro M ro n 4 c#t c0 CD c0 OM _. PLAN «ID 660--- O NN tN0 to 0 0+50 N 1THED SECTION A -A o 2A O ~ 1 THE S,r* MO SAF TlSLAB 3L' I1S TO HE USED ONLY WHEN S<E CEDi ;1 „4E PLANS ON THE, CRNNAGE "aUNUAR'C SHF,.:T .N&V R TI$, FIRMOUF, T=F,S(..3 ,IJN.. FOR MANHC4,ES. J_+,NQTI?H EQXES.AND GIROR NL£T WITH 'UGH—, GREATER' THAN S2 FEET, THE SPACING OF .A) ACENT SAFETY Sl.ES SHAD RE 8'" �7 12 Mf Fi NL _.+FETY SLAH L�!CATEU WITHIN FEET t}F T�tl TOP OR BOTTOM OF Tt3". SfiRL4CTUR£. S.AFETe SLABS K,LL NOT RE LOCA.ED 9ELOW' ,ANY MET P°£ OF 30"' DIAti1ETER OR GREATER, N�9L31 ........ ..T .... ��oS _ � E S+ aBARS0 8^ C -C TYx. . g, SYEEL Ttl BE. N A�.3RQ?tN:% W >; ,t,ASHT;S Wl. 9acm a. ACCE S ?P£ MAY GE 347 OmAMETER OR ,SGA' ",4:CARE. WHEN SIRUClUPE OIDTH iS DE'>7 TH,W }O" .'kXEaS ')PEh W,; SNA,.1 C£ REi;tXnS;u,,,4: i., £FttF_F,: tE WOTH $ to r°�R•am 30' LONO?- TYPICAL PRECAST UNIT Nv° ITYPICAL N ,, A SLAB FOR DROP INLETS, aa H >c O " BRIDGE :AI`QARVS MANHOLES AND JUNCTION S> __ (nNo— REVISION DATE SHEET El tn z ? . 302 IQ¢,T4 VAG: NIA DEPARTMENT 4`'F TRNl�f6RTARTJN 64 ... ...'_ ....... '. .. .. ...... ... .... ...... A 03-44 UF .. 63 Pvc g in O 31,01151% ��,42 _ .... x 09 62 .. .. .... . ....... ... 61 HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET 10 5 0 10 VERTICAL GRAPHIC SCALE APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT . .r JOHN T. NEEL y Lic. No. 035780 "deo 10/20/15 '`rIONAL e.�x NO. I COMMENTS DATE FORCE MAIN 1A RELOCATION AND MISC. 03/25/2015 REVISIONS A I OWNER REVISIONS 107/16/2015 A I ACSA REVISIONS 109/04/2015 E: JOHN T. NEEL, PE a- KEVIN D. CONNER, LA Io I TES, LHS ' 02/02/2015 1770.3 SANITARY SEWER PROFILES C4-03 m 115 ILn I r A. I ITI`�� 06 K) CO r�q ao op ro M ro n 4 c#t c0 CD c0 c0 PLAN «ID 0+00 0+50 1+00 1THED HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET 10 5 0 10 VERTICAL GRAPHIC SCALE APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT . .r JOHN T. NEEL y Lic. No. 035780 "deo 10/20/15 '`rIONAL e.�x NO. I COMMENTS DATE FORCE MAIN 1A RELOCATION AND MISC. 03/25/2015 REVISIONS A I OWNER REVISIONS 107/16/2015 A I ACSA REVISIONS 109/04/2015 E: JOHN T. NEEL, PE a- KEVIN D. CONNER, LA Io I TES, LHS ' 02/02/2015 1770.3 SANITARY SEWER PROFILES C4-03 m 115 SNS €3.AT+S C,.av TYR, .... .,.,,,_,,,,,,,. OAKS A. I ITI`�� TI�i �1� I -T 1� j 'T' I 1 1 1 I I T I I ' i • �\-� `"�.• S-FRIY:TTUCRE SIgS AND ISPLAN PLAN SECTION A -A SECTION H_ tll� ES 1 THE S,r* MO SAF TlSLAB 3L' I1S TO HE USED ONLY WHEN S<E CEDi ;1 „4E PLANS ON THE, CRNNAGE "aUNUAR'C SHF,.:T .N&V R TI$, FIRMOUF, T=F,S(..3 ,IJN.. FOR MANHC4,ES. J_+,NQTI?H EQXES.AND GIROR NL£T WITH 'UGH—, GREATER' THAN S2 FEET, THE SPACING OF .A) ACENT SAFETY Sl.ES SHAD RE 8'" �7 12 Mf Fi NL _.+FETY SLAH L�!CATEU WITHIN FEET t}F T�tl TOP OR BOTTOM OF Tt3". SfiRL4CTUR£. S.AFETe SLABS K,LL NOT RE LOCA.ED 9ELOW' ,ANY MET P°£ OF 30"' DIAti1ETER OR GREATER, 2. THE COST CF ":'lit: St --1 •S irXLtOED iN THE COST OF THE STRUCTURE. SEE CAS>l Ai KACE' ORAWiNC:=S FOR FEFkT-ER DETALS S. ArCIESS +SPE' .IGS A,t£ TO $F STA"'GERV,FROMM ONE, i2X OF VRUC URE, TT) TK' OTN� R WltERE APPL A.k E. -STEPS AR,, TO $� STA..; EREO CCORC N Li. _ � E S+ aBARS0 8^ C -C TYx. 4. SAFETY ..LAG MAY BE. CAST IN•PLA�„E OR PREOAST. CA"T-IN,PLACE aw-R'TE TO RE GLASS A3 f3€b+b' F51). PRECAST O NCRETF I.. TCR BF A4 14r,100. PV7. FV�ORCING SYEEL Ttl BE. N A�.3RQ?tN:% W >; ,t,ASHT;S Wl. a. ACCE S ?P£ MAY GE 347 OmAMETER OR ,SGA' ",4:CARE. WHEN SIRUClUPE OIDTH iS DE'>7 TH,W }O" .'kXEaS ')PEh W,; SNA,.1 C£ REi;tXnS;u,,,4: i., £FttF_F,: tE WOTH $ ,,,,,,,,.me,,,,,,,,, CT 30' LONO?- TYPICAL PRECAST UNIT Nv° ITYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, YFE RE REFERENCE O " BRIDGE :AI`QARVS MANHOLES AND JUNCTION BOXES I REVISION DATE SHEET El 302 IQ¢,T4 VAG: NIA DEPARTMENT 4`'F TRNl�f6RTARTJN HORIZONTAL GRAPHIC SCALE 30 15 0 30 FEET 10 5 0 10 VERTICAL GRAPHIC SCALE APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT . .r JOHN T. NEEL y Lic. No. 035780 "deo 10/20/15 '`rIONAL e.�x NO. I COMMENTS DATE FORCE MAIN 1A RELOCATION AND MISC. 03/25/2015 REVISIONS A I OWNER REVISIONS 107/16/2015 A I ACSA REVISIONS 109/04/2015 E: JOHN T. NEEL, PE a- KEVIN D. CONNER, LA Io I TES, LHS ' 02/02/2015 1770.3 SANITARY SEWER PROFILES C4-03 m 115 U 3q o Q- L w a Ln w� IQ U1 � o I� oto r` o LA CD 4-' CU � o a, S ulw � J d ~' L� ILo ,ry C _Z A� 0)w �U mO� �w v3 iw 0 } �Q H ())Z Q 3� d � Lp A, X U HOOK CABLE/FLOAT BRACKET 30 INCH BY 48 INCH HAWDAY MODEL NO. S1R3048 ACCESS DOOR UPPER GUIDE RAIL BRACKET VENT PIPE WITH #4 MESH 0.25 MIN. INCH COVER PER ACSA SfANDARDS-DI ON 630.50 INVE DEPTHOF WELL • INO SCALE 1 4 INCH DIP r -- GUIDE RAILS 2 INCH S.S. PIPE TANK INVERT RECOMMENDED 60' HOPPER — BOTTOM RAIL SYSTEM - CONDOM PER NEC 3/4 INCH ANCHOR BOLTS 6.00 POLE PANEL GROUND ELEVATION II i ^•634.75 i `ATO POWER SUPPLY ALARM LEVEL 625.84 LAG LEVEL 625.59 LEAD LEVEL 625.09 INLET1 PIPE OFF LEVEL NVERTin To 628. 623.09 SO ALTERNATES / LAG SEQUENCE) BASE ELEVATION 621.09 DUAL PUMPS SHALL BE ZOELLER 61 HD SERIES MODEL NO. 6124, 5 HP, SINGLE PHASE, 3" SOLIDS CAPACITY ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE TO VIRGINIA DEQ SCAT REGULATIONS STANDARDS I PUMP STATION —SECTION VIEW I GROUND ELEVATION 635.5 VALVE BOX OPEN SURGE TANK INVERTIN 2500 GALLON SURGE TANK (TYPICAL) SURGE TANK INVERTour 6" GATE VALVE —' ON INVERT PIPE TO EMPTY SURGE TANK, 13'-10" x 7'-4" ft IF NECESSARY NO SCALE SURGE TANK FLEXIBLE COUPLING (TYP) 6" GATE VALVE ON SURGE TANK 4" GATE VALVES DOOR FRAME INVERTour PIPE TRANSITION To ,Y 4" C900 PVC F� LW O O �� CV) 6" GRAVITY SEWER <o t <O <N 8" GRAVITY SEWER NO SCALE PUMP STATION — PIAN VIEW 1. ALL PIPE AND FITTINGS SHALL BE THE FORCE MAIN SHALL BE SAME DIAMETER AS FORCE MAIN. SDR21. PLASTIC PIPE SHALL 2. DISCHARGE FROM FORCE MAIN SHALL BE INTO A POURED FINISH GRADE MANHOLE INVERT AND SHALL BE DIRECTED TOWARDS 4 INCHES OF TOPSOIL GRAVITY LINE LEAVING MANHOLE. - (E- SELECT BACKFILL IN 12" 3. DROP PIPE AND FITTINGS SHALL BE DUCTILE IRON. LAYERS. COMPACTED TO IF PVC IS TO BE USED, THEN STONE BACKFILL SHALL =I 95% OF STANDARD PROCTOR BE CONCRETE. IIID NOTE: -� I FOR DUCTILE IRON OR SDR21 _ CARRIER PIPE, BACKFILL SHALL OUTSIDE EDGE OF PAVEMENT. BE No.57 STONE. —SELECT BACKFILL IN 6" Z LAYERS. COMPACTED TO _III =I 95% OF STANDARD PROCTOR. TYPICAL FORCE MAIN I I- -I BEDDING MATERIAL• 4" FORCE MAIN ;;:� �'A ;,;• 4 INCHES BELOW PIPE, Z = COMPACTED TO 95% OF ;.. ... . STANDARD PROCTOR. W p 45' BEND (TYP)-/,:.r' _,. ?" 45' BEND (TYP) r r "4•'� a W n•y•A 1. .5.. M :• 'i:� ;..;: 6 MIN. ,;:; • r " ' 3000 PSI ,; .: +. POURED CONCRETE _ �~ `�':,.. INVERT ; FLEXIBLE MANHOLE a EXISTING MANHOLE SCALE GE -05 nNO FORCE MAIN/MANHOLE CONNECTION DETECTOR TAPE FORCE MAIN SHALL BE (12"-18" iBELOW SDR21. PLASTIC PIPE SHALL FINISH GRADE) FINISH GRADE NOTE: 4 INCHES OF TOPSOIL I IsI I ( - (E- SELECT BACKFILL IN 12" DRIVE, FOIRCEMAIN SHALL BE INSTALLED LAYERS. COMPACTED TO �I =I 95% OF STANDARD PROCTOR l I IIID NOTE: -� I FOR DUCTILE IRON OR SDR21 _ CARRIER PIPE, BACKFILL SHALL OUTSIDE EDGE OF PAVEMENT. BE No.57 STONE. —SELECT BACKFILL IN 6" Z LAYERS. COMPACTED TO _III =I 95% OF STANDARD PROCTOR. TYPICAL FORCE MAIN I I- -I BEDDING MATERIAL• I 4 INCHES BELOW PIPE, Q = COMPACTED TO 95% OF w STANDARD PROCTOR. I FORCE MAIN SHALL BE SDR21. PLASTIC PIPE SHALL BE EQUIPPED WITH 12 GAUGE NOTE: TRACING WIRE, ATTACHED WHERE FO)RCE MAIN CROSSES PARKVIEW UNDERNEATH, BANDED TO DRIVE, FOIRCEMAIN SHALL BE INSTALLED PIPE EVERY 10 FEET WITH WITHIN A 12" DUCTILE IRON CARRIER PLASTIC TIES. PIPE WITHI SPACERS. CASING PIPE SHALL TWO TRACER WIRE ACCESS HAVE A MIINIMUM 0.25" WALL THICKNESS BOXES SHALL BE INSTALLED: AND EXTEND A MINIMUM OF 5 FEET ONE ADJACENT TO THE OUTSIDE EDGE OF PAVEMENT. VACUUM/ARV AT -STATION 13+75 AND A SECOND AT Z -STATION 18+50. NO SCALE GE -11 TYPICAL FORCE MAIN TRENCH SECTION I APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT I z USW z�= � w LU " w = z LU a a d� Q u z a m O , z gE o Q �.Jy Nun a, L9 Q) > �rn C -0 r` _ ,w a00 r` M (� � �� 00 V w 0 N � UA N �' 0 3 Q N Ln _ 3 w O X v > U n. 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. _P* ,4.jp;LTH 4F j'1 O g JOHN T. NEEL Lic. No. 035780 0 10/20/15 A, ��s`sIONAL e3" NO. COMMENTS DATE FORCE MAIN 1Q RELOCATION AND MISC. 03/25/2015 REVISIONS © OWNER REVISIONS 07/16/2015 4Q ACSA REVISIONS 09/04/2015 u JOHN T. NEEL, PE 2 KEVIN D. CONNER, LA 0 TES, LHS 02/02/2015 1770.3 SANITARY SEWER FORCE MAIN PROFILE C4-04 z V/ zJ w Q O z �z x �w > 02 Un Z Z � � O -� W W J U) > Q cr w W W p m J W a W Cn _P* ,4.jp;LTH 4F j'1 O g JOHN T. NEEL Lic. No. 035780 0 10/20/15 A, ��s`sIONAL e3" NO. COMMENTS DATE FORCE MAIN 1Q RELOCATION AND MISC. 03/25/2015 REVISIONS © OWNER REVISIONS 07/16/2015 4Q ACSA REVISIONS 09/04/2015 u JOHN T. NEEL, PE 2 KEVIN D. CONNER, LA 0 TES, LHS 02/02/2015 1770.3 SANITARY SEWER FORCE MAIN PROFILE C4-04 10+00 10+50 11+00 PUBLIC WATERLINE A W W Cn F_ Z H r� cr U 3 n. LL vi O W w l° V) U I U L � V) U o � n is U)m a� LP U N L 0 U oLr) j o N O (1) N Q) \ �o c U �W C_ J Li =o M O W r- Z W v� Q �3 v U) O I X U 11+50 12+00 12+50 13+00 13+50 00 { PRIVATE DY J o 00 ... O o . ..... ...�.,,.a.... 00 + 02 _ u; N w i N Qa ( I f Www m + sX QoQ:Q y ...... U0 ........ Q N ... z .... - .� U) Q� 3 ,.... ;U J .. _. QOO� :......Q ..... 0 ............. N .. W Ym m Ww YU F- mW Q W ..._ ... O Y I— W Z Z .... r J W m ',, X Nm J 0o J Q W W J Z m /r w mH ifl�.� U N ... ..... ... .... j P O ... j ... E .. .... { .. ... tx�Q t r ��Q� af 11f ... \ _.. 3 Z 3 Wm Q, ._. _. _. ... c0 \ 3 CD W CD W _ ... project are the property of Gay and m m ~ 00 , 3 19+41 19+00 PUBLIC WATERLINE A 10+00 10+50 11+00 PRIVATE WATERLINE B 14+00 R 11+50 11+68 0 J W m m� o � 0) o' 00 F 3 14+50 0 no I 15+00 15+50 { PRIVATE DY J m ... m o . ..... ...�.,,.a.... 00 ...:. N .... LZ m� . �_ ., ... ........ . ... ..._. .. ... w i N Qa ( I f Www m Rol sX QoQ:Q y ...... U0 ........ ........... N ... z .... - OWOO Q� 3 ,.... ;U J .. _. QOO� :......Q ..... 0 ............. N .. I0 Q W ..._ ... J ww Z .... JQO'...x N _E N LD Z J Q W W J Z c -i 41 0 m -a /r w '� hn I U m � bn ... ..... ... .... j P O ... j ... E .. .... { .. ... `n t r ��Q� af ZJJ _. .... _. _. ... Wm W M_. ._. _. _. ... m H mH U O ... project are the property of Gay and Neel, Inc. The reproduction, copying, or other use ~ 00 , 3 I { I i ........... 15+00 15+50 16+00 16+50 17+00 17+50 NOTES: 1. WATERLINE SHALL BE LAID WITH 36" OF COVER THROUGHOUT, UNLESS A HIGH—POINT IN THE LINE WOULD RESULT FROM DOING SO. A HIGH POINT REQUIRES INSTALLATION OF AN AIR RELEASE VALVE. AS SHOWN HEREON, HIGH POINTS SHOULD BE AVOIDED BY LAYING 1THE LINE USING POSITIVE GRADE AS AN OBJECTIVE. THERE SHOULD BE ONLY ONE AIR RELEASE VALVE NECESSARY FOR THIS WATERLINE. 2. WATER MAIN DEPTH SHALL NOT EXCEED 42" IN COVER UNLESS REQUIRED DUE TO CONFLICT. 10+00 10+50 O W PRIVATE DY J m ... m �WJ :... mm . ..... ...�.,,.a.... 00 ...:. N .... LZ m� . �_ ., ... ........ . ... ..._. .. ... w i N Qa ( I f Www m Rol sX QoQ:Q y ...... U0 ........ F— N ... z .... - OWOO Q� 3 ,.... ;U LL I -' QOO� :......Q ..... Q� Q W z C)_ra ..._ ... ww Z JQO'...x N _E N LD Z J Q W W J Z c -i 41 0 m -a /r w '� hn f U m � bn ... ..... ... .... j P O ... j ... E .. .... { .. ... `n t r ��Q� af 1 f I .{ Q , 16+00 16+50 17+00 17+50 NOTES: 1. WATERLINE SHALL BE LAID WITH 36" OF COVER THROUGHOUT, UNLESS A HIGH—POINT IN THE LINE WOULD RESULT FROM DOING SO. A HIGH POINT REQUIRES INSTALLATION OF AN AIR RELEASE VALVE. AS SHOWN HEREON, HIGH POINTS SHOULD BE AVOIDED BY LAYING 1THE LINE USING POSITIVE GRADE AS AN OBJECTIVE. THERE SHOULD BE ONLY ONE AIR RELEASE VALVE NECESSARY FOR THIS WATERLINE. 2. WATER MAIN DEPTH SHALL NOT EXCEED 42" IN COVER UNLESS REQUIRED DUE TO CONFLICT. 10+00 10+50 11+00 PRIVATE �z WATERLINE C 11+50 12+00 12405954 18+00 V/ 18+50 HORIZONTAL GAPHIC SCALE 30 15 0 30 FEET 10 5 0 10 VERTICAL GRAPHIC SCALE APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT P -AT H OFl'.l �o U JOHN T. NEEL Uc. No. 035780 10120115 ssrOXAL Slo 1 NO. I COMMENTS I DATE ®COUNTY Z 06/03/2015 �z -' Z U WC Q O ACSA REVISIONS zINva �z CY- W Rol O J � F— n z z " W LU 0 O W LL I -' z a n LU Q O V* W z C)_ra 2iQ ww Z N _E N LD Z .L O> c -i 41 0 m -a /r w '� hn �-I I� N C: 00 (\I�` z VILL, m � bn ON �'o o b `n N af Q L O U a 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. P -AT H OFl'.l �o U JOHN T. NEEL Uc. No. 035780 10120115 ssrOXAL Slo 1 NO. I COMMENTS I DATE ®COUNTY Z 06/03/2015 V/ -' Z OWNER REVISIONS Q O ACSA REVISIONS z �z CY- 2 O F— n z z 0 0 O —� W LL I -' W LL I W p °° J 2iQ ww P -AT H OFl'.l �o U JOHN T. NEEL Uc. No. 035780 10120115 ssrOXAL Slo 1 NO. I COMMENTS I DATE ®COUNTY REVIEW 06/03/2015 COMMENTS © OWNER REVISIONS 07/16/2015 4Q ACSA REVISIONS 09/04/2015 U JOHN T. NEEL, PE KEVIN D. CONNER, LA z UJ TES, LHS 02/02/2015 1770.3 WATERLINE PROFILES C4-05 t ;✓Y GRADE CENTER OVER — WATER PIPELINE INSTALL ONE FULL LENGTH (18"-20') OF DUCTILE IRON OR PVC (C 900) PIPE AS SHOWN 7 18" I 9' MIN. TRANSITION COUPLINGS -� TO SUIT PIPE MATERIALS INSTALL FULL LENGTH PIPE CENTERED ON POINT 7 OF CROSSING, i.e. JOINTS EQUAL DISTANCES FROM CENTERLINE TRENCH BACKFlLL 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 FINISHED GRADE I+- I Ili PROPOSED WATER iII I "A" PIPELINE -; (48" MIN.) FLEXIBLE AFTER INSTALLATION PER MANUFACTURERS IF EXISTING OR PROPIOSED RECOMMENDATIONS. 26" I (' N w SEWER OR LATERAL IIS NOT i�) ++ SELECT BACKFILL IN 12" 20" SANITARY SEWER WATER QUALITY PIPE AS 42" ITO ° OR "HOUSE" APPROVED BY "AWWA1" AND 12" k 6" LATERAL DIM. "B" IS LESS THAN 18" D MIN. W INSTALL ONE FULL LENGTH Q INSIDE DIAMETER 12" (18"-20') OF DUCTILE IRON cel .,B" I OR PVC (C 900) PIPE AS _ - LAYERS, COMPACTED TO (6" MIN.) l SHOWN I 2" TO MODEL AIR GRADE CENTER OVER — WATER PIPELINE INSTALL ONE FULL LENGTH (18"-20') OF DUCTILE IRON OR PVC (C 900) PIPE AS SHOWN 7 18" I 9' MIN. TRANSITION COUPLINGS -� TO SUIT PIPE MATERIALS INSTALL FULL LENGTH PIPE CENTERED ON POINT 7 OF CROSSING, i.e. JOINTS EQUAL DISTANCES FROM CENTERLINE TRENCH BACKFlLL 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 ......................... 79} , MIN. 1 9' MIN. TRANSITION COUPLINGS TO SUIT PIPE MATERIALS WATER PIPELINE CROSSING ABOVE SEWER OR LATERAL NO SCALE GE -51 WATERLINE CROSSING SANITARY SEWER I Z LU a_ 0 M Q I W Q_ CID W a. FLOW DIRECTIONAL E-- TEE ` Z a GRAVEL BEDDING I NO SCALE GE -25B SANITARY SEWER CLEANOUT 1. CONCRETE SHALL BE 4000 PSI MINIMUM. FINISH GRADE 2.MANHOLE SHALL MEET CURRENT REQUIREMENTS OF DIAMETER 4 INCHES OF TOPSOIL 1' MAX. 3. JOINTS SHALL BE SEALED WITH CONSEAL JOINT I! OR AS SN SEALANT, OR EQUAL. 2 LAYERS REQUIRED. 12" -; 12" FLEXIBLE AFTER INSTALLATION PER MANUFACTURERS 16" RECOMMENDATIONS. 26" I (' N w v a- i�) ++ SELECT BACKFILL IN 12" 20" 30" 6. DISTANCE FROM TOP STEP TO TOP OF 42" ITO ° I ( I 5% OLAYERSF STANDARDDPROCTOR. EXCEED 16". 12" 7. MANHOLE STEPS SHALL BE NON- 12" Q) 3 D STEEL, STEPS (OR INSERTS) W SHALL BE CAST IN PLACE. 4'-0" Q INSIDE DIAMETER 12" 8. PROVIDE FLEXIBLE BOOT cel SELECT BACKFILL IN 6" I U) U) _ - LAYERS, COMPACTED TO 8" l _-- 95% OF STANDARD PROCTOR. . 2" TO MODEL AIR 8" r Q I 7" OUTLET 12" la 8" f x x x x x x BEDDING MATERIAL: 4" o I x x x x { 4 INCHES BELOW PIPE, 18" • • -I I j- x x x x ....__._I 4 INCHES ABOVE PIPE, & 4" -C - x x x x I COMPACTED TO 95% OF lx Il' a 10" x x x x STANDARD PROCTOR. 12" 1 ° x x x -.�__ I ___..... 11= PVC CARRIER PIPE 1=(, 77- 12" 1 9" 1 4" NIPPLE N =1 I { - I 1 111-11-111-1 1" GATE VALVE 16" rn\ CONCRETE WATER MAIN rn o TAPERED Q)r 0) a COUPLING J AInTC. 0 JFORI.VaDUCTILE IRON CARRIER PIPE .so SELECT BACKFILL MAY BE PLACED C IN LIEU OF BEDDING MATERIAL. 5" PIPE MAY BE LAYED ON STABLE STOP. M UNDISTURBED EARTH. GRAVEL PIPE 1v BED 0 21-B STONE WILL BE PLACED IN UTILITY TRENCHES UNDER PAVEMENT. Hw- 0' � NO SCALE GE -01 `° 00 TYPICAL SANITARY SEWER TRENCH I ! I �00 X 6 ......................... 79} , MIN. 1 9' MIN. TRANSITION COUPLINGS TO SUIT PIPE MATERIALS WATER PIPELINE CROSSING ABOVE SEWER OR LATERAL NO SCALE GE -51 WATERLINE CROSSING SANITARY SEWER I Z LU a_ 0 M Q I W Q_ CID W a. FLOW DIRECTIONAL E-- TEE ` Z a GRAVEL BEDDING I NO SCALE GE -25B SANITARY SEWER CLEANOUT 1. CONCRETE SHALL BE 4000 PSI MINIMUM. BIRANCH 2.MANHOLE SHALL MEET CURRENT REQUIREMENTS OF DIAMETER ASTM C-476 & ASTM A-615. - 1' MAX. 3. JOINTS SHALL BE SEALED WITH CONSEAL JOINT SPACER SEALANT, OR EQUAL. 2 LAYERS REQUIRED. 12" 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL REMAIN 12" FLEXIBLE AFTER INSTALLATION PER MANUFACTURERS 16" RECOMMENDATIONS. 26" 5. VOID UNDER PIPE CONNECTIONS SHALL BE N w GROUTED TO PREVENT PONDING. `O Q 20" 30" 6. DISTANCE FROM TOP STEP TO TOP OF 42" MANHOLE LID SHALL NOT 8" EXCEED 16". 12" 7. MANHOLE STEPS SHALL BE NON- 12" SLIP, POLYPROPYLENE COATED D STEEL, STEPS (OR INSERTS) W SHALL BE CAST IN PLACE. 4'-0" Q INSIDE DIAMETER 12" 8. PROVIDE FLEXIBLE BOOT 6" CONNECTIONS. I GROUT LIFTING HOLES-- WATER TIGHT SLOPERPFOOT E 0 2" 4" NO. 57 STONE 0.8xD NO SCALE TYPICAL PRECAST MANHOLE GNI-21081 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) SECTION(S) IF OVER 4' DEEP / 12" MIN. CRISPIN MODEL 20S, =, A.R.I. D-025, OR APPROVED EQUAL PROVIDE a SS SCREEN COPPER PIPING .' q . 6" ' 2" GATE VALVE MIN. 2" CORP. STOP ' 0 SEWER FORCE MAIN- 6" MINIMUM BEDDING NO. 57 STONE SCALE AUTOMATIC AIR VAC IU U M RELEASE ASSEMBLY FOR USE ON VI\VI.J 1 VI\IJLV EARTH PLAN VIEW m \Ul SECTION X—X NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTINGS., DIM. BIRANCH 3" DIAMETER 3" 4" 6" 8" 10" 12" A 12" 1;2° 16" 18" 26" 30" B 12" 1(6" 20" 30" 32" 42" C 8" 83" 12" 12" 12" 12" D 6" 63" 8" 9" 10" 12" BASED ON OWERATING PRESSURE TO 150 PSI. NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTINGS. DIM. PIPE DIAMETER 3" 41•" 6" 8" 10" 12" E F 14" 8" 116" 8" 21 " 10" 29" 10" 36" 12" 41 " 14" PLAN VIEW or�w uvi wrr_rvinrvu rrvw�uKr_ TO 150 PSI. NO SCALE GNI-1 1 1 1 THRUST BLOCKS NOTE: MATERIALS AND FABICATION IN ACCORDANCE WITH ASTM C478-72. CONNECT PIPE OR COPPER 4" TUBING TO OUTLET AND 6" EXTEND UP 12". USE 8" FITTINGS AS REQUIRED. MANHIOLE LID PROVIDE SCREENED, STD. KION SUP DOWNWARD -FACING ELBOW TYPE & PIPE. D FINISH GRADE I 2' I.D. I _ 4" - 4" °0-2" MIN. SPACER 2" - (;ADDITIONAL AS REQUIRED) 12" 6" a 2" 4" 4" — 4 4" 6" 2" 6" 2" MAX. 6" 7" 1" AIR RELEASE 6" 6" 4' I.D. I 7" VALVE SIMILAR 8" 14" THREADED . 2" TO MODEL AIR 8" d 8„ 7" OUTLET 12" la 8" BY GOLDEN- 4" 10" 91, 18" 8" 8" 4" 15" ANDERSON a 10" 4" 12" 1 I V-6" BASE UNIT 12" 1 9" 1 4" NIPPLE I. REINFORCED 1" GATE VALVE 16" 4 CONCRETE WATER MAIN TAPERED a COUPLING OR CORP. 5" STOP. �. GRAVEL PIPE 1v BED - I ! �00 4" GRAVEL - BASE 12" PLACE CONCRETE BLOCK, ASTM C-139, OR POUR 12" x 8" CONCRETE RING FOOTING TO SUPPORT CHAMBER, BUT LEAVE OPENING BELOW PIPE. FILL SPACE INSIDE RING WITH CLEAN GRAVEL (FOR DRAINAGE. ELIMINATE CONCRETE FOOTING IF SOILD ROCK IS EN000NTERED. CHAMBER FOR A. R. V. NO SCALEPRECAST GE -60 CASING SHALL EXTEND 5' BEYOND EDGE OF PAVEMENT 8' MAX' \ \WITHIN 1' OF EACH 136" I I I 10' MAX. I SIDE OF JOINT MIN. L— 1" DRAIN W/SCREEN TO ATMOSPHERE OR 1 C.Y. OF CLEAN STONE -AA ILI --A^I- STEEL CASING \ BRICK & MORTAR - SEAL - EACH END FEEL CASING /4" WALL THICKNESS CARRIER PIPE CARRIER PIPE DIA. CASING PIPE DIA. 4" 12" 6" 16" 8" 18- 8"10" 10" 20" 12" 22" 1:e3► 1 0 1 TYPICAL ROAD CROSSING 'B' o 'C' 'A' UNDISTURBED EARTH NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTING. 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 1114 8c 2212 BENDS THE WORD "WATER" FINISH CAST IN COVER GRADE (\III\I f I\I 11=1 11=1 I I I l i\III-1 11=1 I I\i I I\( -III-III-III-III-III- -III-III-III-III-I 1( - VALVE BOX SHALL BE EQUAL TO OR BETTER THAN MUELLER SERIES NO. H. 10380 NO. 57 STONE C I -III-III-III-III-III-III-III-I I -III -I I I I-III-III--III-III-III-I THOROUGHLY GATE VALVE COMPACTED BEDDING NO SCALE GE -12B TYPICAL GATE VALVE INSTALLATION COMPACTED BEDDING NO SCALE GNI-1102 TYPICAL GATE VALVE INSTALLATION iN X� PLAN VIEW fURBED tmIh E = ADDITIONAL LENGTH TO BE ADDED TO DIMENSION 'A' FOR EACH ADDITIONAL 50 PSI PRESSURE UP TO 300 PSI. # 1: SECTION X -X NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTING. 11-1/4! ELL 22-1/27 ELL DIM. A I 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" 81, 2" 8" 8" 16" 8„ 7" 2" 12" 16" 8" 8" 4" 10" 91, 18" 8" 8" 4" 15" 18" 8" 10" 4" 12" 1 12" 1 20" 12" 1 9" 1 4" 18" 1 20" 1 12" 1 12" 16" BASED ON OPERATING PRESSURE TO 150 PSI NO SCALE GNI-1112 THRUST BLOCKS AT 1114 8c 2212 BENDS THE WORD "WATER" FINISH CAST IN COVER GRADE (\III\I f I\I 11=1 11=1 I I I l i\III-1 11=1 I I\i I I\( -III-III-III-III-III- -III-III-III-III-I 1( - VALVE BOX SHALL BE EQUAL TO OR BETTER THAN MUELLER SERIES NO. H. 10380 NO. 57 STONE C I -III-III-III-III-III-III-III-I I -III -I I I I-III-III--III-III-III-I THOROUGHLY GATE VALVE COMPACTED BEDDING NO SCALE GE -12B TYPICAL GATE VALVE INSTALLATION COMPACTED BEDDING NO SCALE GNI-1102 TYPICAL GATE VALVE INSTALLATION iN X� PLAN VIEW fURBED tmIh E = ADDITIONAL LENGTH TO BE ADDED TO DIMENSION 'A' FOR EACH ADDITIONAL 50 PSI PRESSURE UP TO 300 PSI. # 1: SECTION X -X NOTE: PLACE 2 LAYERS OF 15 LB. FELT BETWEEN CONCRETE AND FITTING. W&ZtU UN UPtKAIING PKtSSUKE TO 150 PSI Z "�, ■ R, Z Uw " Z� C'_1 [ or ■ ,1 D ; w LU h W = U m Z°W 0 U}'V) o IV N z fesE Y O + N on � U, -O.—c-i C 4J Iz 0> �n•M:_0 ac 4- r` LU Z � W N > j c� rY m rw M t10 w 'D � 000 3 N N ry In o = 3 Q N u') _ 3 ro > U a 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. 45' ELL 90' ELL DIM. I A B C D E A 1 B C D E 3" 9" 12" 6" 6" 4" 12" 12" 6" 12" 6" 4" 9" 12" 6" 6" 4" 16" 12" 6" 12" 6" 6" 12" 14" 6" 8" 4" 21" 14" 6" 18" 6" 8" 18" 16" 8" 9" 6" 30" 16" 8" 18" 9" 10" 24" 18" 8" 10" 6" 36" 24" 10" 18" 9" 12" 30" 1 20" 1 12" 12" 1 9" 48" 24" 12" 18" 12" W&ZtU UN UPtKAIING PKtSSUKE TO 150 PSI Z "�, ■ R, Z Uw " Z� C'_1 [ or ■ ,1 D ; w LU h W = U m Z°W 0 U}'V) o IV N z fesE Y O + N on � U, -O.—c-i C 4J Iz 0> �n•M:_0 ac 4- r` LU Z � W N > j c� rY m rw M t10 w 'D � 000 3 N N ry In o = 3 Q N u') _ 3 ro > U a 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. �,�p TH OF Al fsit� JOHN T. NEEL Lic. No. 035780 '0�o 10120115 SCALE GNI-1113 NO. COMMENTS DATE THRUST BLOCKS AT 45° & 900 BENDS 11 APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT I A OWNER REVISIONS 07/16/2015 A ACSA REVISIONS 09/04/2015 U a. JOHN T. NEEL, PE a KEVIN D. CONNER, LA z 0 TES, LHS 02/02/2015 1770.3 PRIVATE UTILITY DETAILS C4-06 z V/ Z ^J I..L Q 0 z Z W > 0 F— U � Z z 0 0 0WW J LiJ J �^Of V) > LL W < LL1 W C) J W a W I— VJ �,�p TH OF Al fsit� JOHN T. NEEL Lic. No. 035780 '0�o 10120115 SCALE GNI-1113 NO. COMMENTS DATE THRUST BLOCKS AT 45° & 900 BENDS 11 APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT I A OWNER REVISIONS 07/16/2015 A ACSA REVISIONS 09/04/2015 U a. JOHN T. NEEL, PE a KEVIN D. CONNER, LA z 0 TES, LHS 02/02/2015 1770.3 PRIVATE UTILITY DETAILS C4-06 U � AI � V0 0 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL Q NTS FIG. W-6 TD -9 ASTM A36 AND HEIS NUT ASTM ASTM (TYP) UNDISTURBED €ART . UNOISTURBEO �✓ SOIL (TVP) 2 - 9r4' DIA ALL -THREAD ROWIL rWATER MAIN Io 6 VALVE , UNDISTURBED FART FL6N Q 4f gyA.i CLASS A-3 CONCRETE i7"Tt uln 1r: s +—M€GA•LLiG MIN 16° ELEVATION UNDISTURBED EART 5E NOTE T. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAIN' AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR SEARS AGAINST UNDIS I;i SOIL FAR THE MINIMUM D'WENSION SHOWN, 3, DIMENSIONS SHOWN BEYOND THE TRENCH W'DtTH ARE ABSOLUTE Mt9NIMVM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY, CROSS ANCHOR ROSTRAD FOR VALVES NTS Fig. W -;3C TD -6 F CAST IRON LID RNISHED GRADE SOFT COPPER 10'-1s BROOKS 2200 SERIES BOX PATH FOR USE ON ATTACHED SINGLE FAMILY EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS MUELLER N0. H-16069 17 BLOWING NO. H -1s068 � //2, Y) RESIDENTIAL SERVICES OR DUAL RESIDENTIAL FORD NO. L02-44 (1 ) VE WU ') o AND IRRIGATION SERVICES 1•x1 -x1' TEE (( NO. L02-77 21 36• MIN. COPPERSETTER OR APPROVED EQUAL 0 L NOTE: a v 1'. L'. v 1, ION METER No SWEATED FITTINGS BRICK AS >. ,0AA _.. I DUAL SERVICE TION STOP (1'. 1 1/2•, MU NO. 8-23000 2) FORD NO. FB -600, OR i W 1• COMPRESSION x 3/4" MALE PIPE COUPLING TYPICAL SERVICE OR APPROVED EQUAL 1' TYPE 'K• :_ TO DRAIN IF SOFT COPPER _-- GRADE ALLOWS I r- VARIES VARIES ,; i it _K;`. = _,,ii ;I} _.L.z J_ 0 OJ C: FOR USE ON DETACHED SINGLE FAMILY ra L 2" THREADED TAP RESIDENTIAL SERVICE WHERE AN IRRIGATION PLUG -- METER IS NOT PROVIDED. h�_I I N _�- R TYP[i i`V1.Afair-I0l_E SE<=-FIc)N SINGLE SERVICE I - - fi;-iOWING ��RANCII fIE GRl NOTE- OTE1) ASSEMBLY Q 1)SADDLES SHALL BE USED ON PVC PIPE. O �>> > NTS FIG. W-6 TD -9 ASTM A36 AND HEIS NUT ASTM ASTM (TYP) UNDISTURBED €ART . UNOISTURBEO �✓ SOIL (TVP) 2 - 9r4' DIA ALL -THREAD ROWIL rWATER MAIN Io 6 VALVE , UNDISTURBED FART FL6N Q 4f gyA.i CLASS A-3 CONCRETE i7"Tt uln 1r: s +—M€GA•LLiG MIN 16° ELEVATION UNDISTURBED EART 5E NOTE T. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAIN' AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR SEARS AGAINST UNDIS I;i SOIL FAR THE MINIMUM D'WENSION SHOWN, 3, DIMENSIONS SHOWN BEYOND THE TRENCH W'DtTH ARE ABSOLUTE Mt9NIMVM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY, CROSS ANCHOR ROSTRAD FOR VALVES NTS Fig. W -;3C TD -6 F CAST IRON LID RNISHED GRADE , FkrT >: 10'-1s BROOKS 2200 SERIES BOX PATH BEND COUPLING (IF REQUIRED) EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS MUELLER N0. H-16069 17 BLOWING NO. H -1s068 � //2, Y) or FORD NO. L02-44 (1 ) VE WU ') o NO. L02-66 1 1/2QUTLE1j 0� (( NO. L02-77 21 36• MIN. COPPERSETTER OR APPROVED EQUAL MCDONALD 20-209 111 33 L OR APPROVED EQUAL a v 1'. L'. v 1, ION METER VALVE SOY BRICK AS >. ,0AA _.. I NECESSARY TION STOP (1'. 1 1/2•, MU NO. 8-23000 2) FORD NO. FB -600, OR i W APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD -9 ASTM A36 AND HEIS NUT ASTM ASTM (TYP) UNDISTURBED €ART . UNOISTURBEO �✓ SOIL (TVP) 2 - 9r4' DIA ALL -THREAD ROWIL rWATER MAIN Io 6 VALVE , UNDISTURBED FART FL6N Q 4f gyA.i CLASS A-3 CONCRETE i7"Tt uln 1r: s +—M€GA•LLiG MIN 16° ELEVATION UNDISTURBED EART 5E NOTE T. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAIN' AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR SEARS AGAINST UNDIS I;i SOIL FAR THE MINIMUM D'WENSION SHOWN, 3, DIMENSIONS SHOWN BEYOND THE TRENCH W'DtTH ARE ABSOLUTE Mt9NIMVM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY, CROSS ANCHOR ROSTRAD FOR VALVES NTS Fig. W -;3C TD -6 SIZE BRANCH Akin VALVE THE WATER MAIN WATER .J. PLUG TOTEE(COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") rt iM _ \. ._..)' E. THREADED COUPLING , FkrT >: PVC NIPPLE AND CAP PVC SLEEVE .... ............._ . ._.......... t, or 'I BER o -:.@ a I v I w—. 0� !t IIF 1, LUBRICATE ALL THREADS THRUST BLOCK 'D L O a v 1'. L'. v 1, ION METER BOX (SEE FIG. W-7) VALVE SOY � >. ,0AA _.. I m !{A 1 I I NO. 57 STONE M.J. FITTING i W i > 2" PIPE SLOPED i I I - :_ TO DRAIN IF SL m 51Y _-- GRADE ALLOWS I r- VARIES VARIES ,; i it _K;`. = _,,ii ;I} _.L.z J_ 0 OJ C: PIPE ra L 2" THREADED TAP CH . K)I X" _ ,. _. . PLUG -- h�_I I N _�- @)m ' i cvT TYP[i i`V1.Afair-I0l_E SE<=-FIc)N (TYPE "A") I - - fi;-iOWING ��RANCII fIE GRl TYPICAL BLOW—OFF SIZE BRANCH Akin VALVE THE WATER MAIN WATER .J. PLUG TOTEE(COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") --- PLACE S' 5ALVANIZED ' WITNESS ' POST WITH GAPPED? ENDS PAINTED BLUE IN REMOTE AREAS ? AS DIRECTED:, MARKER LtOCATt'ON MAY BE SUBJEC y To HIGHWAY DEPARTMENT APPROVAL, FINISHED GRAVE --\ 1 /--ADIi VALVE Sox W/ LID I I1 It Ii GATE VALVE WATER .r 1 r to LINE 250Q CONICRETE --- 2'x 2' BEARiNGAREA. THIRUST 511' f NOTE IIN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (+S) INCHES ABOVE GRA TYPICAL GATE VALVE NTS FII,, W - 5 TD -8 Pec C F.t. tq,fdr =C` {rIL BE Ti r=. tifcF ! VJi-H PiaRT V, ,CI -TIO, 01- ... rt. . f LI ..,�I-. pIpL l t 11 1.. I,"' TE Frlti ilk + r'IE { C E I I T GE C OM i L PI e � � IJ i ✓ _r t `, I r -- :.s, Gr=,1 MANHOLE BASE FIA.c,I: 'I,. PIS'_ 'h9IH i',. li.,... REKE --f'F \ Il R'Ai! t , Ef vFs FzL1Ur,,C THE i -f N r '4C F rr-� r, CH Q, . F IOUNDATII,)ii SECTION VIEW 11 1 1 _ E. CIT E THE 4 P P W h t. t. t:Vvi Ii. r:. .... rp... .... ............... _ . _._.. I,_ ' ---- 2200 SERIES v COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) UNPAVED AREAS (PREFERRED LOCATON): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAMI and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO) INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS RE(QUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -10 4,5' mlax 1 � 2 NTS FIG. W-3 �s GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL S e21II a INITIAL BACKFILL ---,,,82I I IN 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 _ �1 4 I INITIAL BACKFILL i 4 I I. UNSTABLE 8" 8 � 9" g• MMIN.. j SOIL IN. MIN MIN MIN. c #68 STONE ;yrs �, 1, .GRANULAR FILL AS ; 1, Mrs APPROVED BY ACSA SIAL S (L�O�t 2bC% STABLE SOL OR ROCK' NOTE 1.N0 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 JUNCTION BOXES, TRANSFORMER PAti$, PEDESTALS, ET . SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 101 101* -1 1+=�►t +----1C=-�1 I SI r id WATER SEWER CK b 3F LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS! WATER OR SEWER ONLY - 20' MINIMUM WATER & SSR 3o' MINIMUM a SEE. PART 3, PARAGRAPH D? SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90* TO 'TETE RIGHT OF WAY, UTILITY LOCATIONS & EASFMENT WIDTHS NTS FIC,. W- I TD -1 r NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. i ' LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' � s \� (270) I ,.� 7 CU. FT. A—— 1g• ALVE BO #68 STONE I ;rte,.:. .`: ;`` , j P _ ':, j I 1?� x ,• �' {_. wa I _ 36 MIN \ S VALVE1 3 ....,....., .A r # TEE 2500 P.S.I. CONCRETE BASE AND THRUST r. ';; ° �s �• =.:D. _ J. 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 N.T.S. FIG. W-4 TD -7 (2�.5" iONt GON W NIOT : 1, STEEL CASK To EXT ND TO BACK OF CURS, On"C'H, SIDWALK, ETC. OR It MIlK*L0t OF S` BEYOND 'THE SM , PAVEMENT, WHICHIEVER IS OREATEk 2, ENDS of CA$44 ''' CAN BE SCALES US A Pti ON END S At, ISASK T IN LEI OF CONCRETE F(U,. t MOOLE SPACER S ALT. FIE PLACED AT THE CENT ERPO !lT OF PIPE .IST. TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS WT:B FIG. W-10 APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT LD z THREADED COUPLING �^ VJ PVC NIPPLE AND CAP PVC SLEEVE ^� I..L or O o BRASS NIPPLE AND CAP 0� I LUBRICATE ALL THREADS THRUST BLOCK 'D LU w h O METER BOX (SEE FIG. W-7) VALVE SOY � z 0 m O NO. 57 STONE M.J. FITTING i W LU > 2" PIPE SLOPED 41 N :_ TO DRAIN IF SL m 51Y _-- GRADE ALLOWS N VARIES VARIES 2" GALV. OR BRASS 0 OJ C: PIPE ra L 2" THREADED TAP ��w PLUG o00 DEAD END @)m ' i cvT v> (TYPE "A") O Lft 0 ?� TYPICAL BLOW—OFF ASSEMBLY Q NTS O �>> > FIG. W-8 a. LL W The drawing, design, and digital files relating to this TD -16 reproduction, copying, or other use of this drawing without GNI's written consent is prohibited. --- PLACE S' 5ALVANIZED ' WITNESS ' POST WITH GAPPED? ENDS PAINTED BLUE IN REMOTE AREAS ? AS DIRECTED:, MARKER LtOCATt'ON MAY BE SUBJEC y To HIGHWAY DEPARTMENT APPROVAL, FINISHED GRAVE --\ 1 /--ADIi VALVE Sox W/ LID I I1 It Ii GATE VALVE WATER .r 1 r to LINE 250Q CONICRETE --- 2'x 2' BEARiNGAREA. THIRUST 511' f NOTE IIN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (+S) INCHES ABOVE GRA TYPICAL GATE VALVE NTS FII,, W - 5 TD -8 Pec C F.t. tq,fdr =C` {rIL BE Ti r=. tifcF ! VJi-H PiaRT V, ,CI -TIO, 01- ... rt. . f LI ..,�I-. pIpL l t 11 1.. I,"' TE Frlti ilk + r'IE { C E I I T GE C OM i L PI e � � IJ i ✓ _r t `, I r -- :.s, Gr=,1 MANHOLE BASE FIA.c,I: 'I,. PIS'_ 'h9IH i',. li.,... REKE --f'F \ Il R'Ai! t , Ef vFs FzL1Ur,,C THE i -f N r '4C F rr-� r, CH Q, . F IOUNDATII,)ii SECTION VIEW 11 1 1 _ E. CIT E THE 4 P P W h t. t. t:Vvi Ii. r:. .... rp... .... ............... _ . _._.. I,_ ' ---- 2200 SERIES v COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) UNPAVED AREAS (PREFERRED LOCATON): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAMI and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO) INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS RE(QUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -10 4,5' mlax 1 � 2 NTS FIG. W-3 �s GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL S e21II a INITIAL BACKFILL ---,,,82I I IN 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 _ �1 4 I INITIAL BACKFILL i 4 I I. UNSTABLE 8" 8 � 9" g• MMIN.. j SOIL IN. MIN MIN MIN. c #68 STONE ;yrs �, 1, .GRANULAR FILL AS ; 1, Mrs APPROVED BY ACSA SIAL S (L�O�t 2bC% STABLE SOL OR ROCK' NOTE 1.N0 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 JUNCTION BOXES, TRANSFORMER PAti$, PEDESTALS, ET . SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 101 101* -1 1+=�►t +----1C=-�1 I SI r id WATER SEWER CK b 3F LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS! WATER OR SEWER ONLY - 20' MINIMUM WATER & SSR 3o' MINIMUM a SEE. PART 3, PARAGRAPH D? SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90* TO 'TETE RIGHT OF WAY, UTILITY LOCATIONS & EASFMENT WIDTHS NTS FIC,. W- I TD -1 r NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. i ' LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' � s \� (270) I ,.� 7 CU. FT. A—— 1g• ALVE BO #68 STONE I ;rte,.:. .`: ;`` , j P _ ':, j I 1?� x ,• �' {_. wa I _ 36 MIN \ S VALVE1 3 ....,....., .A r # TEE 2500 P.S.I. CONCRETE BASE AND THRUST r. ';; ° �s �• =.:D. _ J. 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 N.T.S. FIG. W-4 TD -7 (2�.5" iONt GON W NIOT : 1, STEEL CASK To EXT ND TO BACK OF CURS, On"C'H, SIDWALK, ETC. OR It MIlK*L0t OF S` BEYOND 'THE SM , PAVEMENT, WHICHIEVER IS OREATEk 2, ENDS of CA$44 ''' CAN BE SCALES US A Pti ON END S At, ISASK T IN LEI OF CONCRETE F(U,. t MOOLE SPACER S ALT. FIE PLACED AT THE CENT ERPO !lT OF PIPE .IST. TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS WT:B FIG. W-10 APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT LD z Z �^ VJ U w Z ^� I..L z:D O or � 0� ■0 J V 75 W LU w h O W= U � z 0 m O \a O i W LU > 0 I a 41 N :_ ZZ g SL m 51Y O E ° a� N CU a) c 0 OJ C: Z ra L W N M j ��w o00 @)m ' i cvT v> I'D C N M O Lft 0 ?� +, .!E a) L 3 Q L O �>> > U 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. LTH 47 yr JOHN T. HEEL Lic. No. 035780 vi 1�0 10120115 NO. I COMMENTS I DATE A I OWNER REVISIONS I 07/16/2015 a JOHN T. NEEL, PE :2 a. KEVIN D. CONNER, LA Z 2 w O TES, LHS 02/02/2015 1770.3 PUBLIC UTILITY DETAILS C4-07 7/J z �^ VJ Z ^� I..L Q O z �z 75 W > O F— U � z 0 Z O o O i W LLJ -' > ix < LL UJ LLJ W p °° J W W U) LTH 47 yr JOHN T. HEEL Lic. No. 035780 vi 1�0 10120115 NO. I COMMENTS I DATE A I OWNER REVISIONS I 07/16/2015 a JOHN T. NEEL, PE :2 a. KEVIN D. CONNER, LA Z 2 w O TES, LHS 02/02/2015 1770.3 PUBLIC UTILITY DETAILS C4-07 7/J F SHEET 13. 6. BIOFILTERS SHALL BE CONSTRUCTED AFTER SITE IS FULLY ESTABLISHED AND STABILIZED. BUILDINGS 6, 7, 8, AND 11 SHALL BE CONSTRUCTED AFTER SITE IS STABILIZED AND SEDIMENT TRAPS REMOVED. STAND R_D EROSION & SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: 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. cD MATCHLINE #2 SHEET C5-02 Z ■ ■ �■ •�� 1�■� ` GENERAL GRADING NOTESL i I. t 0I J U 1. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ARE TO BE USED IN t LULJ CONJUNCTION WITH THE EROSION AND SEDIMENT CONTROL NARRATIVE j I �. I 6 0 -- n 0 U APPROVED FOR THIS PLAN. THE NARRATIVE INCLUDES ADDITIONAL Il y � �.� 4 mss' N ES SUCH AS DUST CONTROL, TEMPORARY SEEDING, PERMANENT MEASURES s ; I _ I 32 \ 00 r-4 > �� ru SEEDING AND MULCHING. - . �� 3 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE S v v .. > U FROM ALL AREAS OF THE SITE. 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 3. EXCAVATION IS UNCLASSIFIED. a ~ \ 4. SILT FENCE SHALL BE USED ALONG EACH SIDE OF PARKVIEW DRIVE AS 1 w NEEDED. I:'., L 5. CONTRACTOR SHALL PROVIDE TREE PROTECTION ADJACENT TO AREAS OF rn w I I - - \ \P DISTURBACE/GRADING. TREES SHOWN SHALL REMAIN. SEE DETAIL, SHEET 13. 6. BIOFILTERS SHALL BE CONSTRUCTED AFTER SITE IS FULLY ESTABLISHED AND STABILIZED. BUILDINGS 6, 7, 8, AND 11 SHALL BE CONSTRUCTED AFTER SITE IS STABILIZED AND SEDIMENT TRAPS REMOVED. STAND R_D EROSION & SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: 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. cD --U1z1 Z RM 0I J U LULJ LTJ < m a z W n 0 U O zlZ g �.� 4 o Y U mss' N `1 N v z O� aw '_ 00 r-4 > �� ru rrnniz VIw - o� �� 3 � +- S v v .. > U 0 a U_w 3: 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. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED II 1 „/ ,` y'' �/ \ BUILDING'6 PRIOR TO OR AS THE FIRST STEP IN CLEARING. y FF=643.10 \ \ \ \ \\ \ \\ ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN I / \ \ 1 SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. I; _ / / > \*\ vim PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER \ \ THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED T0, \ \ \ O \ \ \ \ \ ` �o ,z�'\ \ OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT E� I A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW I' 9 / / BUILDI 2 GA \\\ AND APPROVAL BY THE PLAN APPROVING AUTHORITY. i �;' FF=645.22 j \ .. a �\\` e\ \ \ \ �,6'���� l I\ \ \ \ I rn THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY I 6 \ "\ \ =' \ IP SF `' \ \ \ 'n �+/ .J ES -6: I � i \ ', BUILDI 6� �\. ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT G / / �'° 1 \ \ \\ FF=6JP.60 l \ ti p ` \ \ \ \ \ \ APPROXIMATE LOCATION z Q EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING 6 2 SF t / \ \ Q \ d' \ \ \ \ OF FLOOD ZONE A AUTHORITY. 6 �' I \ ti \ I, \ v' ` \ \ \ \ \ \ O ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL 6 6 I'+ / - ... _- _ n \ �, \ 1 2� \ , \ \ \\ Z_ 'rG, \ MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND 6 i \ \ %� DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ®\\ IP \ \\ \` \ \ \ `\ \ \ \ \ `S \ \ , \\ \ W ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN \ `�A , � `� \ APPROVED FILTERING DEVICE. SCC y \\ ` \ \ `�� \ \ \\ \ �� I%- / � 36 e � ?6 ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES \ / �'\ �\ \ 38 \SCC \\ \ " \\ \ �\ O \ 4 ,\` \ T \ Z 1 PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. 6, \ \ ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS U. P. VEPC.' \ �\ \ \, LIMI S Ur U OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. \ `' BA � \ \ �`\ \ ` \ \ � F 50- 4: RN BUILDI 7 ` 2 2 \ \ \ \ U \ CLEARING/ Z O \ & FF=641.10 3 \ \ 9 \ \ ` W �e SHEDS s� ` \ DISTURBANCL� \ ` SEQUENCE OF CONSTRUCTION: ' \ , \ ` O J 6.56 ` � 1. CONTRACTOR SHALL INSTALL ALL ON-SITE PERIMETER I, -. - 1 - \ \� ° y � �' . `.. AC. �� , , � \ .. Of CONTROL MEASURES: SF, CEI, TP, SCC, DD, DV, ETC. / / / ,I y TP 2. CONTRACTOR SHALL INSTALL ALL SEDIMENT TRAPS. y \ \ \ \ ���`> 1 \ W LIJ r) 3. CONTRACTOR SHALL INSTALL 1)' AND 1='STORM LINES. �:..�a ' � � � A2 � ���� CONTRACTOR SHALL INSTALL EXCAVATED DI SEDIMENT TRAP �; \ AT D2 INLET. I, Y I S0, O° ,! ` TP ARKING D TO \ BUILDI\ 8 \o a \ \\ \\S�\\ `\ \ \ \ \:5'. W FF=644.10 ti \ 4. CONTRACTOR SHALL PERFORM ALL NECESSARY GRADING I? T \ \ \ \ \ \ \' \ -\ \ / AND UTILITY INSTALLATION. CONTRACTOR SHALL DISCUSS I I Z - '" /AGING A STOC P WHICH TREES TO KEEP WIl}i OWNER PRIOR TO TREE '� r" I r S "�� \ v J DEMOLITION. BRANC gA ARE `\ 0 \ ROPE 5. CONTRACTOR SHALL INSTALL CIP, IP, AS STORM UTILITIES I \ ARE INSTALLED. SEE DETAIL, SHEET C7-02 FOR WORK IN " I I W STREAM. \ I (� P BUILDI \\ 6. UTILIZE MEASURES FROM THE VESCH TO PROTECT I I \ \ \ \ \ \ \ \ \'\ \ •, 9 DOWNSTREAM AREAS FROM OTHER LINEAR UTILITY W WV XISTING E \ \ AFF=644.60 I I tY ; RDEN AREA TP INSTALLATIONS. I WV ��. c�. 6 -�'LHOF SITE WITH TO PS AND MU OR PAVEMENT I / ` \ , 7. STABILIZE ENTIRE S \ \ � y STRUCTURE WHERE FINAL GRADE HAS BEEN ACHIEVED. I I N IAWL U.P. • \ a. - F. 1 8. CHANGE PARKING/STAGING AREA FROM AREA 1 TO AREA 2. I I +, sss.26 4 TALL \ \ 10 ` \ - VEPC p PERFORM NECESSARY SITE WORK IN AREA 1 AND STABILIZE I I I G \' wooD FN(C. BFII=643. `\ , \' T. NEE �\` ,. 1 33 � �- � �` � � JOHN L � IMMEDIATELY. I I W TP t• I t 54 -655. ::` AROUND POJ! SF \L1�. Lic. No. 03578 \ \ / \ 0 • If 9. ONCE SITE IS PERMANENTLY ESTABLISHED, REMOVE DD AND B C7 / 0/ 15 �v STS. CONSTRUCTION BIORETEN110N AS DESIGNED (SEE---s5s.0l BIORETENTION SEQUENCE OF CONSTRUCTION) ALONG WITH I I TP ASSOCIATED SCCS. I I p� / 9.76 / ��` \ \ \\f .�C 1 �. LONA F,ZZ \ s G �► o s 16 4 `` F s L 10. INSTALL CE2. I u Xo`v Iw TREES IN THIS AREA / \ 11. CONTRACTOR SHALL INSTALL ALL ROADSIDE SCCS AND -� / / ;6 \ 7 ARE NOT COUNTED i r N „ ; T INSTALL SF ON THE DOWNHILL SLOPES. I = TOWARDS OVERALL l \ \ N O. I I PSR I A 'w. But 13 COMMENT DATE \; \ r � FF 6 60 � •\/ ,S 12. INSTALL ADDITIONAL STORM SEWER CONDUIT UNDER ROAD TREE CANOPY AND I ; / V S. TNG f \ ' BUILI)IIfG 111 / cv I` S P. V C0 0 �° 4 WITH ASSOCIATED CIP AND OP. SHOULD BE PROTECTED I I (� =642.9 / "' „ PR I FORCE MAIN G 7 TP GAR % 6 ST 5 ' CATION Ap 1 RELOCATION AND MISC. 03/25/2015 TO THE GREATEST ? I ff, r , NECESSARY GRADING AND UTILITY INSTALLATION ,. wv ' .. �` ,r' y SOD ZONE X 13. PERFORM NEC PRACTICAL BY :' . �' /'� - , , EXTENT I I �. \ /BUILDI G 12 ►,Q / t \ 1 ON PARKVIEW DR. AND STABILIZE WITH CRS. THE CONTRACTOR AT i ` , __ .__ 6 / THE DESIRE OF THE I I LL' - 7 ,. _ , I ' (� FF= 43.44 �a I I [] - 14. INSTALL FINAL PAVEMENT ALONG WITH TO, PS, AND MU TO OWNER. CONTRACTOR DISTURBED AREAS. I I / � / R� :; OWNER REVISIONS 07/16/201 SHALL CONSULT WITH I I ,.: ,. ! .65 � ., �.� ��� ::..�������.:>�aa �-_ _ _. _ _ _.._ . f .� s / IGH OWNER AND DES ;• � " cE 3.02 CONSTRUCTION ENTRANCE = - _ - �o ENGINEER PRIOR TO - 6 O a I W % - - - - _ -� - _` _ I �� GRADING OPERA11ONS -- 640 �` r SCC 2a IN THIS AREA. I I' TP �� ' / �2 - -. • ' sF 3.05 SILT FENCE I / .._ _ Y - „: IF ANY OF THE 6° r VEGETATION IS SF ,I y Y REMOVED TP IP 3.07 STORM DRAIN INLET PROTECTION c, O SUPPLEMENTAL Q V ~ 1 P C� SCC �} r E SCC EVERGREEN PLANTING ,. s n-- .. � %. 640 r._ CIP 3.08 CULVERT INLET PROTECTION WILL BE INSTALLED TO O I ELP BUFFER VIEWS OF 4 I f CIP ..> � a / - THE PROPOSED to , ,� 32 _- DIKE DD 3.09 TEMPORARY DIVERSION ��.,.:. DEVELOPMENT. 745 � ,off SFY , DV 3.12 DIVERSION JOHN T. NEE PE SF SCC - 3.17 STORMWATER CONVEYANCE CHANNEL cE1 \- _ - � / 62 N 0 a KEVIN D. CONNER, LA , 3.25 UTIUTY STREAM CROSSING I 2 USC �/ moo " ,_ - ,..: �. r: - TRE '/ . _ 7 / / Z O E � ,, GE I SF BOA r';, F %~ / �� i / SET �, � E a I ,or / 622 RD FE CE _ _ - `\ - Ln S Ts 3.31 TEMPORARY SEEDING _ - - T R o o L H r ._ S' O o UP /�+/�, i S � 6 _ Stili _ _.._ ._. __ ..a. _ - _ •' / P 1 CIP � , � ' - - _ __ ,- .f. , �: � ;�. , �.,_. �.�; _ _ AN -./� S 3.32 PERMANENT SEEDING - I BR 6 s ,- CH / / / GAS S-1/ W.SMORRISO 02/02/2015. , MUOOTP s i j 1I1 ; d S1 R 3.35 MULCHINGSF 288 R NOTE. 100 MINIMUM GRAPHIC SCALE SEPTIC DRAIN FIELD 30 30 60 1770.3 TREE PROTECTON SETBACK FROM 17/ ROM D B 1028 PG. 345 1 inch = 30 ft. DC 3.39 DUST CONTROL I .; EROSION AND SEDIMENT CONTROL PLAN 1 M C c LL C n c F 3 C Q \ , MS -16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: �o _ 9 A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. - - - - B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. G EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARDED INA - \ \v MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE -- - PROPERTY. - D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN - I - \l ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 630 r f Mill VE C 100mmm U -- r ti .r \ 640- d. , SF• All r F , V_ / s , �XJA-. crN r l P c ; ;. F� Nq pORO• . 2�N ` f e3 SYSTEM SF r i 00 imm 11 ORIGINAL GROUND ELEV. DRY STORAGE TOP AREA ��� , I=II�•� 1 67 CU. �♦ ������ YD./ACRE DRY STORAGE VOLUME 67 CU. YD./ACRE 1 (EXCAVATED) WET \ WET STORAGE VOLUME STOPTHG FILTER CLOTH GORIGINAL ROUND BOTTOM ELEV= WET STORAGE BOTTOM AREA Ems• * *COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) = 00 (6 X DRAINAGE AREA) DRAINAGE AREA -00 AC. DIVERSION DIKE . COARSE AG RE j EXC/AIED / FILTER CLO COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) ;ALE TEMPORARY SEDIMENT TRAP of TRAP # 1 2 3 4 5 DRAINAGE AREA (A) 0.28 AC 0.18 AC 0.53 AC 0.25 AC 1.66 AC TRAP FLOOR DIMENSIONS (LxW) 14'x17' 11'x16' 19'x24' 14'x18' 40'x30' EMBANKMENT WIDTH (W) 3' 3' 3' 3' 3' EMBANKMENT HEIGHT (H) 4.4 4.4 4.4 4.4 3.5' DRY STORAGE VOLUME 18.76 CY 12.06 CY 35.5 CY 16.75 CY 111.2 CY DRY STORAGE TOP AREA 266 SF 181 SF 423 SF 266 SF 1824 SF DRY STORAGE DEPTH 3.4' 3.4' 3.4' 3.4' 2.0' WET STORAGE VOLUME 20.4 CY 12.3 CY 36.3 CY 20.4 CY 111.2 CY WET STORAGE TOP AREA 162 SF 98 SF 288 SF 162 SF 1200 SF WET STORAGE BOTTOM AREA 81.8 SF 38.2 SF 177.2 SF 81.8 SF 840 SF WET STORAGE DEPTH 4' 4' 4 4' 2' OUTLET LENGTH (L) 1.68' 1.08' 3.18' 1.5' 10.0' WET STORAGE BOTTOM ELEV 1630.00 1 630.00 1 626.00 1 624.00 1 628.00 D W Fn _ I i _;CA4, 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFEREENCE, 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 MINIMUMI STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIAS REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARINIG. 4. A COPY' OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMIES. 5. PRIOR TFO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (iNCLUDIING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEWENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROWNG AUTHORITY. 6. THE CONVTRACTOR 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 DISITURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DIISTURBING 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 COFNTRACTOR 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 FILLL 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. BORROM OR WASTE AREAS ARE TO RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION,l 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMAIRLE. 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. BORROWS, 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 APPWCABLE, ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING, OR OTHER PORTION OF THE PROPERTY. iN 5IAVI Usti 1 <w C \ ;, \: T2 SF I �. rs.r-rtT 16. TEMPORARY STABILIZATION SSHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONITHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WIN11ER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 17. PERMANENT STABIUZA11ON 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. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-576 PERENNIAL 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. 18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING TO STRUCTURAL MIEASURES 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 ACHIEWE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 19. ALL TEMPORARY EROSION ASVD SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MIEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 30 GRAPHIC SCALE 30 60 1 inch = 30 ft. APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT • � T� r U W z� %11' -� _.I of 1 wI" W I� W z< `" �a W o Q U 4-r'4 E z g 4 C ° o N tL0 C7 -a .L. N z om-a 2 QI w 4A ^ C: 20@ Z rp L 00 N m ( n C7 mbA z -001 VIw O� atm o 3 v> N•fB -O N Q1 Ln 3 Q L O LU > U a U_ w The drawing,design, and digital files g g 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. Z U) Z CLJ O�_ �z W O� UW ZW ' � O - U) L,L. W Wp 7 W W �__ U/ NH L... JOHN T. NEEL I Lic. No. 035780 0 10120115 �55;�s`SjONAL e.;, M 07 z H z D O w J fY w m J Q NO. COMMENTS DATE FORCE MAIN 1Q RELOCATION AND MISC. 03/25/2015 REVISIONS © (OWNER REVISIONS 107/16/2015' a JOHN T. NEEL, PE 0- KEVIN D. CONNER, LA zTESLHS I 02/02/2015 1770.3 EROSION AND SEDIMENT CONTROL PLAN 2 C5-02 0 3 J O` Q a 0 vn LO s U)II_ IQ r `) N O r` 0 CV L N CV �0 c 0 a - vi C J � Q� 0 J �0 Q)Z � 0 �z °) w 00 w io U)Z �Q Z 00 A CHANNEL PLAN VIEW RIPRAP SIZE: d50= ?" � L i W (MIN.)= V PIPE OUTLET TO FLAT AREA WITH NO DEFINED _.., CHANNEL Ld- V CHANNEL 0 R A l ° 1 FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE SECTION A -A OP La I 3do W D50 d B1 10' 3' 13' 6" 14" D1 12' 3' 15' 6" 14" CULVERT 1 &2 9' 3.75' 10.25' 6" 14" NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTEU KII•'ItAV. UAnruN BASKET, OR CONCRETE. 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. OP 3. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. INO SCALE CHANNEL OUTLET PROTECTION rce: Va. DSWC Plate 3.1 RIPRAP SIZE: dw- 6" 3do(MIN.)- 6' I Lr%l \ w 1 V ,. PE OUTLET TO WELL EFINED CHANNEL FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER SECTION A -A NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT NO SCALE LESS THAN 6 INCHES. 8 PIPE OUTLET TO WELL DEFINED CHANNEL Source: Va. DSWC Plate 3.18 - FLOW \\� FLOW FLOW-!;�j�jf� FLOW SEDIMENT -LADEN RUNOFF AS DEPTH B€LOW TOP OF INLET RE U ED MIN. 1 - MAX. 2' : • ,. i- -I 1 I -`I 11-) 111 � ', f• ._ii-��.l j:::::a � I_��::F I I:::::::! Iii MAX. SLOPE 2-III-III-III-ill-III-II 1.-- -I STORM WATER WITH - I I WEEP j I I TI I II LARGER PARTICLES LARGER PARTICLES I-II a HSSII'-I' SETTLE OUT REMOVED -II FOR 11 III; DEWATERIN -IIF_ DRAIN INLET _;!=11 I I- >. -....I ri (iiC i i;Ili.l1 J11III-fes! 11i - SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF IP MAINTENANCE ARE DESIRABLE. NO SCALE EXCAVATED DI SEDIMENT TRAP 0 U) SOURCE: MICHIGAN SOIL EROSION AND SEDIMENT of CONTROL GUIDEBOOK, 1975, AND USDA -SCS xw PLATE 3.07-4 7 1 SIDE ELEVATION GROUNDI EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) RAC �•t��.� • • NA EXIS PAVi • • EXISTING PAVEMENT POSIT VD(OT #1 POSITIVE DRAINAGE 10' MIN�- • TO SEDIMENT WIDTHTRAPPING DEVICE MUST EXTEND FULL OF OPERATION, FILTER OTA SECTION A -A REINFORCEDCODRAINSPACESECTION 13-13illy MIKE ADAPTED from 1983 Ilaarvland Standards for Soil erosion and Sediment Control, and Va. DSWC IN. IN. (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ,ALONG THE LINE OF STAKES. 6' MA / FLOW 4- 3. STAPLE FILTER MATERIAL 4. BACKFILL ,AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. mZ FLOW i SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW I 3'MI POINTS A SHOULD BE HIGHER THAN POINT 8. SF DRAINAGEWAY INSTALLATION NO SCALE (FRONT ELEVATION) CONSTRUCTION OF A SILT FENCE Plate 3.02-1 SU RCE �� from Installation of Straw and Fabric Flier Barriers for SedimentWC Control.VA DS Sherwood and Wyant The Virginia Stream Restoration & Stabilization Best Management Practices Guide DIETAIL 5.1: PUMP -AROUND PRACTICE IExisting Sediiment Trap On Site --, Diversion Pump Discharge Hoses -., P Intake Dewatering Pump Hose P (as needed) Flow Flow s- Work Area �- Sandbag/Stone Barrier Work Area Sump -hole Discharge Pump Pump to be Monitored Or Pool Into 6" d-50 Continuously During the 12" Min Depth Olutlet Construction Period 2' Min Diameter Protection PLAN Sheeting 3' Base Flow + 1 Foot Work Area (2 Foot Minimum) Cross Section Of 6" d-50 Riprap/Stone Diversion SECTION A -A Adapted From Maryland's Waterway Construction Gudielines USC TEMPORARY INSTREAM DECEMBER 2003 VIRGINIA DEPARTMENT OF CONSERVATION RECREATION CONSTRUCTION MEASURES NOTES: 1. SEDIMENT TRAP 5 LENGTH AND WIDTH SHALL BE A MINIMUJM OF THE DIMENSIONS LISTED IN TABLE, BUT MAY BE EXPANDED TO TAKE THE SHAPE OF THE BIORETENTION AREA. 2. THE MAXIMUM EXCAVATION DEPTH AT THE CONSTRUCTION STAGE MUST BE AT LEAST 1 FOOT ABOVE THE POST- CONSTRUCTf10N INSTALLATION. 3. THE UNDERDRAIN SHALL BE INSTALLED AS PART OF THE SEDIMENT TRAP. 4. WHEN CONVERTING TRAP TO BIORETENTION, CONTRACTOR 'SHALL: A. ENSURE AREAS UPGRADIENT OF BIORETENTION ARE STABILIZED B. DEWATER TRAP PRIOR TO EXCAVATION TO FINAL BIORETENTION EXCAVATED FLOOR ELEVATION. C. CLEANOUT DEBRIS FROM BASIN AND FLUSH ANY SEDIWENT OUT OF UNDERDRAIN. D. FOLLOW OTHER BIORETENTION INSTALLATION INSTRUCTIONS LISTED IN THE C3 SERIES. `EXCAVATED SEDIMENT TRAP FINAL BIORETENTION FLOOR ELEVATION = 628.0 EXCAVATED FLOOR ELEVATION = 626.5 NO SCALE SEDIMENT TRAP CONVERSION TO B10 -RETENTION FILTER ��.•'' CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE TP NO SCALE TREE PRESERVATION OPTION PLAT, 3.05-2 Source: Va. DSCW 2 X 4" WOOD FRAME DROP INLET WITH GRATE 1.5' MAX. -- FRAME 'Y -AN. II II ,-.... ATHER ESS UAT CORNERS PERSPECTIVE VIEWS STAKE FABRI W 1' MIN. ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IP IN STREET OR HIGHWAY MEDIANS. SILT FENCE DROP INLET PROTECTION Plate 3.38-2 SOURCE: N.C. Erosion and Sediment Control Planning and Dawn Manual. 1986 PLATE 3.07-1 SILT FENCE CULVERT INLET PROTECTION NDWALL SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 lots GRATE F-1 IH=6. ' 8" SCH 40 CONNECTION 10"X8" PROVIDE WATERTIGHT ADAPTERS FOR SCHEDULE 40 PIPE NVO SCALE NYLOPLAST INLINE DRAIN 10"X8" APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT Z I Z� I..L o �.._ Z W 02 UCL z O -' � W W W p 2 W W W ,LT H OF I'l O 0 OHN T. NEEL Lic. No. 035780 0 2110/1 G�v� 1`11SrIONAL E��1 0 II 1 NO. I COMMENTS I DATE A I OWNER REVISIONS U JOHN T. NEEL, PE 07/16/2015 a KEVIN D. CONNER, LA z. TES, LHS 02/02/2015 1770.3 EROSION AND SEDIMENT CONTROL DETAILS C5-03 Z • I > V w z taw Cown J U WW W z a W O !a U4 1;T -+ N V) zlg 4J f0 -E_ E E °0 V) 1-i CU (3) z .� 0 aj -1 v m .0 c UJ Q`0 Z f6 L r\ 00 N rr� 2 V. W CCS m -00 09 0 M o o� 3 !i_1�o, 3 �+� aiv_ €LL s� L E U cz a- LLW� 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. Z I Z� I..L o �.._ Z W 02 UCL z O -' � W W W p 2 W W W ,LT H OF I'l O 0 OHN T. NEEL Lic. No. 035780 0 2110/1 G�v� 1`11SrIONAL E��1 0 II 1 NO. I COMMENTS I DATE A I OWNER REVISIONS U JOHN T. NEEL, PE 07/16/2015 a KEVIN D. CONNER, LA z. TES, LHS 02/02/2015 1770.3 EROSION AND SEDIMENT CONTROL DETAILS C5-03 SYMBOL QUANTITY SPECIES COMMON NAME CONDITION CANOPY TOTAL CANOPY Ar 19 Acer rubrum Red Maple W cal 397 7,543 &1 28 Betula nigra River Birch 8' 397 11,116 Lt 20 Uriodendron tulipifera Tulip Poplar 1x* cal 387 7,740 '(c 33 Cercis canadensis Redbud 1" cal 124 4,092 Ci 30 Comus Wda Dogwood 1" cal 124 3,720 (e 29 Comus stolonifera Red Twig Dogwood 15"-18" 72 2,088 Vd 28 Viburnum dentatum Anrowwood Viburnum 15"-18" 31 868 without GNI's written consent is prohibited. 04 CK z Z) 0 0 W J Q W m J Q X � C6-01 1 inch = 30 ft. z U) Q J Z CL 0�- 2z 75 W 02 r*1 n 04 CK z Z) 0 0 W J Q W m J Q X � C6-01 1 inch = 30 ft. L BOLT PROJECTION MONGOOSE AS REQUIRED BY -7: LIGHTING POLE OPTIC TILT RANGEOPIX FILT RANGE MANUFACTURER L I 3* MIN. DLA. 75 z — ANCHOR ........ .... 3„ BOLTS NOTES: FINISHED/, VOUTXX__ .... .... .... . _E PUMA GRADE OOHP l,'C)W IP 12 1. CONDUIT ELBOWS SHALL HAVE n n 15AHP r fS20 A 90* BEND. THE BEND RADIUS 30% OVERLAP SHALL BE IN ACCORDANCE WITH X'\ X 24 2 I_V MULCH LAYER THE N.E.C. 250HP 2-5,3W 27 2 2. THE BOLT CIRCLE TEMPLATE SHALL BE FURNISHED BY THE r 6 LIGHTING POLE MANIUFACTURER. X SOIL WITH TAMPED 3. THE NUMBER, ORIENTATION *CONDUIT 34 DR I' AND SIZE OF CONDUITS ENTERING +OWR, l MT_ i.it i AND EXISTING FOUNIDA11ONS SHALL t I Shee( 2 BE AS REQUIRED. HYDRAULIC FF CEMENT MB NC CONCRETE 25OMH Mc ',W ANCHOR BOIILTS (4) . . . . . . . . 40OMH MD 1 NF 3' #4 BARS 0- VT "A NR 1:," 6- O.C. (Ti;P-)_ 25DPM 3" SC Y, _i 40OPM 4 4 *CONDUIT PLAN MEW SECTION 2.5' F FOR USE WITH P(OLES > 14' IN HEIGHT. MEW F US AF­IER 2-3! 0F, [,I_- TC:' NO SCALE GE -31B LIGHT POLE FOUNDATION INSTALLATION I LJ_ 0 IL 0 Lr) a) C14 0 0 U) 5 ui a - V, Q) o 0 z r 0 _J Z cQz n < C) V) 0 Z X 0 J L /C U L L 1 -1 Et, MONGOOSE'S _1� C 2,05 rt. 15 �. O O 0 'o 0 •0 0 0 0* 0b .0 .0 0 0 0. 0 O O00 O. * 0 0 O O 5 '. `\ '=`_ °�::; -;tip \ �/� ;i' O 0, '... L y qi \ \ �\.., O -g 11 i0ft4n-j!�� X 1. REMOVE PLANT FROM CONTAINER OR WITH B & B MATERIAL PEEL BACK BURLAP AND REMOVE WIRE FROM ROOTBALL AFTER V4 BURIED IN PIT. 2. PLANT CROWN AT 1" ABOVE FINISH GRADE 3. MULCH -3" DEPTH. 4. EASE BACK SLOPE ON UPHILL SIDE WERE APPLICABLE. 5. 3' HIGH WATERING RING EXCEPT AT DRIP IRRIGATED AREAS OR IN PLANTBEDS. 6. SCARIFY SIDES OF HOLES PRIOR TO PLANTING. 7. PLANTING SOIL S. FOOT TAMPED COMPACTED BACKFILL UNDERBALL TO PREVENT SETTLING. 9. UNDISTURBED/COMPACTED SUBSOIL NO SCALE GE -41B SHRUB PLANTING 6" MAX. MONGOOSE U) -7: OPTIC TILT RANGE OPTIC TILT RANGEOPIX FILT RANGE Drr t L I 3* MIN. DLA. 75 z NOTCHED FOR WIRE ........ .... 'H' MOUNTING v MOUNTING SOURCE AND WATTAGE VOUTXX__ .... .... .... . _E PUMA co OOHP l,'C)W IP 12 L 0 15AHP r fS20 ,l H 30% OVERLAP 200HP 24 2 I_V MULCH LAYER ry 250HP 2-5,3W 27 2 W r 25LHP 250W il" 48 X SOIL WITH TAMPED 400HP V),' Al 34 DR I' +OWR, l MT_ i.it i FrI, Shee( 2 FF 1175MHi 75PM 1 �"'v MB NC 25OMH Mc ',W ND . . . . . . . . 40OMH MD 1 NF 4OLMH n VT "A NR 1:," 0'> 25DPM SC Y, _i 40OPM 4 SF 4OLPM 4'-,w NCU Ad.. [' F;r� SHP%1FkT F US AF­IER 2-3! 0F, [,I_- TC:' WD EISA 20 WF WR 'NA MOUNTING OPT10N5 __ A N U P,,L 8 TEF�,Wl., C V VCRI[CAL R N�t ft FINISH S, AI G l,A` KPi "C' 6 n N GREE:,; ACCESSORIES Z 2 F2 J 1, 1 LAMP zz 8KT -0-G A_hiU1Z,1; SR -1091 -XX 0 2 '1" �. O O 0 'o 0 •0 0 0 0* 0b .0 .0 0 0 0. 0 O O00 O. * 0 0 O O 5 '. `\ '=`_ °�::; -;tip \ �/� ;i' O 0, '... L y qi \ \ �\.., O -g 11 i0ft4n-j!�� X 1. REMOVE PLANT FROM CONTAINER OR WITH B & B MATERIAL PEEL BACK BURLAP AND REMOVE WIRE FROM ROOTBALL AFTER V4 BURIED IN PIT. 2. PLANT CROWN AT 1" ABOVE FINISH GRADE 3. MULCH -3" DEPTH. 4. EASE BACK SLOPE ON UPHILL SIDE WERE APPLICABLE. 5. 3' HIGH WATERING RING EXCEPT AT DRIP IRRIGATED AREAS OR IN PLANTBEDS. 6. SCARIFY SIDES OF HOLES PRIOR TO PLANTING. 7. PLANTING SOIL S. FOOT TAMPED COMPACTED BACKFILL UNDERBALL TO PREVENT SETTLING. 9. UNDISTURBED/COMPACTED SUBSOIL NO SCALE GE -41B SHRUB PLANTING 6" MAX. MONGOOSE U) -7: OPTIC TILT RANGE OPTIC TILT RANGEOPIX FILT RANGE Drr t L I 3* MIN. DLA. 75 z NOTCHED FOR WIRE 'A" MOUNTING Ir, 'H' MOUNTING v MOUNTING f'OLE (2R FE 01! 2' j"3 GAUGE GALVANIZED WIRE co CL z -ASPHALT 0 —TREE WRAP PAVEMENT i L.0 30% OVERLAP CURB > MULCH LAYER ry 77 :2 LLI W r �—L—PREPARED PLANTING117-71 7 "A" MOUNTING PATTERN SOIL WITH TAMPED � SETTING BED YPE: Shee( 2 �. O O 0 'o 0 •0 0 0 0* 0b .0 .0 0 0 0. 0 O O00 O. * 0 0 O O 5 '. `\ '=`_ °�::; -;tip \ �/� ;i' O 0, '... L y qi \ \ �\.., O -g 11 i0ft4n-j!�� X 1. REMOVE PLANT FROM CONTAINER OR WITH B & B MATERIAL PEEL BACK BURLAP AND REMOVE WIRE FROM ROOTBALL AFTER V4 BURIED IN PIT. 2. PLANT CROWN AT 1" ABOVE FINISH GRADE 3. MULCH -3" DEPTH. 4. EASE BACK SLOPE ON UPHILL SIDE WERE APPLICABLE. 5. 3' HIGH WATERING RING EXCEPT AT DRIP IRRIGATED AREAS OR IN PLANTBEDS. 6. SCARIFY SIDES OF HOLES PRIOR TO PLANTING. 7. PLANTING SOIL S. FOOT TAMPED COMPACTED BACKFILL UNDERBALL TO PREVENT SETTLING. 9. UNDISTURBED/COMPACTED SUBSOIL NO SCALE GE -41B SHRUB PLANTING 6" MAX. z U) REINFORCED RUBB Z n FOUR WOOD STAKES 6m SAUCER 3* MIN. DLA. 75 z NOTCHED FOR WIRE Go W TWO STRANDS OF #12 .1 GAUGE GALVANIZED WIRE co CL z -ASPHALT 0 —TREE WRAP PAVEMENT i L.0 30% OVERLAP CURB > MULCH LAYER ry 77 :2 LLI W C) �—L—PREPARED PLANTING117-71 7 WW SOIL WITH TAMPED � SETTING BED U) SOIL SEPARATOR CRUSHED STONE OR COARSE SAND I I. M I 1= . . . . . . . . 6" MIN. C4 SET CROWN OF ROOT BALL 1" ABOVE SURROUNDING FINISH GRADE BEFORE MULCHING I TREE PLANTING I APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT U.] J > z W. IL Li LLJ UJ Li ti LJJ U 'r ry) z< Lli 0 4� dr4 Qu Q) (1). 0 0 5—- 4� U V) 'Qv) -0 > C) m0 cc U LUtlo -a L_00 Z CID M (D cc 2: 0 pin 0) @J 0 ('4 ai Lr) < C: Lu xm E 3:QJ 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. NH p j� /(fj `2 JOHN T. NEEL Lic. No. 035780 0 10/20/ 15 lzls`.ZONAL Esti NO. I COMMENTS I DATE A I OWNER REVISIONS 1 07/16/2015 0- I JOHN T. NEEL, PE 0- I KEVIN D. CONNER, LA 2 Ln U3 z, I TIES, LHS 02/02/2015 1770.3 LANDSCAPING AND LIGHTING DETAILS C6-03 z U) Z n < 0 z 75 z (D th W > 0 C) CL z Z 0 0 0 0 i L.0 LLI _J U) > ih < ry W :2 LLI W C) m _J 7 WW � U) NH p j� /(fj `2 JOHN T. NEEL Lic. No. 035780 0 10/20/ 15 lzls`.ZONAL Esti NO. I COMMENTS I DATE A I OWNER REVISIONS 1 07/16/2015 0- I JOHN T. NEEL, PE 0- I KEVIN D. CONNER, LA 2 Ln U3 z, I TIES, LHS 02/02/2015 1770.3 LANDSCAPING AND LIGHTING DETAILS C6-03 PROVIDE A 72dB MAX SOUND ATTENUATING ENCLOSURE FOR GENERATOR.--� G NOTE: PR PANE a_ GENERATORSIZED FOR ONE 5hp PUMP GENERATOR N l RUNNING WHILE STARTING A SECOND 120/24OV, /o 5hp MOTOR 10, 3W, LO GRADE 25Kw 30KVA TO UTILITY TRANSFORMERS 5/8"0 BOLTS is CONDUCTORS BY UTILITY IN 2" CONDUIT. 3#1/0 IN 2" CONDUIT -SEE GENERATOR PAD DETAIL 150A, 2 POLE SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH RATED 30 KAIC MINIMUM. NEMA 3R ENCLOSURE. 3#1/0 & 1#6 GND IN 2" CONDUIT PUMP CONTROLLER SEE GROUNDING D ETAI L 3#1/0 & 1#6 GND IN 2" CONDUIT POWER RISER DIAGRAM NOT TO SCALE L4 x 4 x 5/16 r, T/POST (+6'-6 r FIELD DETERMINE POST/ T STEEL C3x4.1 (+6'-0") GALV T STEEL C3x4.1 (+4'-6") GALV 5/'8"0 BOLTS T/STEEL ADD C3x4 1 FURNISHED WITH LIFT STATION 2#8 & 1#8 GND IN 3/4" C. SEAL OFF FITTINGS I SEWAGE LIFT 5hp STATION PUMP 5hp PUMP GAS PIP NEUTRAL BUS BONDING JUMPER -� GROUNDING ELECTRODE CONDUCTOR NONMETALLIC PROTECTIVE SLEEVE CONNECTION LISTED FOR THE PURPOSE #4 IN 1" C. GROUND BUS (INSIDE PANEL OR SWITCH BOARD) IN 1" C. GROUND ROD —/� -- 4 IN 1" C. 2" MIN. --------- — -- GENERATOR PAD IN DIRECT CONTACT WITH EARTH 4 AWG OR LARGER BARE COPPER CONDUCTOR OR STEEL REINFORCING BAR OR ROD NOT LESS THAN 1/2" DIAMETER AT LEAST 20' LONG GROUNDING DETAIL NOT TO SCALE 6" CONCRETE GENERATOR PAD W/#4 REBAR 12" ON CENTER. SET PAD ON #4 BARE GROUND 6" OF #57 STONE BASE. COORDINATE TO FRAME OF SIZE OF PAD AND OPENINGS WITH GENERATOR GENERATOR SUPPLIED. TYP 3/16 It 1/4" x 3"x7" GALVANIZED 11/16" x 1-9/16" SLOTTED HOLES (HORIZONTAL IN 1/4" PLATE & VERTICAL IN L4x4) 5/8"0 A36 GALV BOLTS WITH GALVANIZED HEX NUT & (2) LOCK WASHERS CONNECTION DETAIL SCALE: 1-1/2" = 1'-0" I /A„ N & 1/4 PLATE —- - -IL+ 3/161/ AS READ GALV 2'° SIZE AS REQUIRED 2" !1d 4 BASE PLATE 1/2" x 6-1 /2"xL4 x 4 x 5/16 g L4x4x5/16 L4x4x5/16 1.1 E1. 6-1 /2" WITH (4) 1 "� HOLES GALVANIZED 3 o C3x4.1 FOR (4) 5/8"0 STAINLESS 0 T CONC STEEL A BOLTS N (4) 1 " HOLES UJ I � TOP OF CONC. PAD s - --- - - -- - (DESIGN BY OTHERS) o x R 1 /4"x3"x7" M R 1/4"x3%7" I!JI ISI-_,__ o X ADHESIVE�ANCHOR HILTI S QX METER TRANSFER 4 1 2 SYSTEMS BASE PLATE 1/2" x 6-1/2" x 6-1/2" SWITCH 2 _ GALVANIZED WITH (4) 1 "0 HOLES 1.1 E1. EMBEDMENT/� 7 1/2' 2) FOR (4) 5/8"0 STAINLESS STEEL 2 00. (2) 5/8"0 HS PUMP HILTI HVA ADHESIVE ANCHORS I : BOLTS CONTROLLER (EMBEDMENT = 7-1 /2" INTO Q CONCRETE) r- 1 PLAN VIEW 2 PARTIAL ELEVATION 4 BAS E P LATE D ETAI L U E1.1 SCALE: 1 = 1'-0" E1.1 SCALE: 1 = 1'-0" E1.1 SCALE: 1 = 1'-0" L u7 N I o OUTDOOR PANEL MOUNTING RACK 0 N SCALE AS NOTED / N m 0 0— /z �Q #4 BARE GROUND 2" 24„ TO FRAME OF GENERATOR II MIN #4 BARE GROUND LOOP PANEL MOUNTING RACK. SEE DETAIL. THIS SHEET. `—GROUND ROD (TYP OF 4•) TO GROUND BUS IN SERVICE RATED TRANSFER SWITCH GENERATOR PAD DETAIL NOT TO SCALE � 3/4" CHAMFER #401209-N� N T/PAD (f4") ABOVE GRADE co • r � v GRADE (Da a 2� a, .a (1) #6, CO 1 ae • CONTINUOUS z_ #57 STONE 3" CLR 8„ SECTION E� SCALE: 1" = 1'-0" z N = Q UUJ PIROPANE Cn CL GE:NERIiTOR 5-- Z= 0 24" 12" 120/24OV, 10, 3W, W 225Kw/3OKVA O� 41 z UCL 1" TYP ALL MIN MINI 1 W M H CORNERS TYP ® PAD W J o z 5 W" H m W - 3/16 TYP W _C3x4.1 (GALV) = Z �N < cn/ II II „ 1 4 f _z Ld 11/'16" x 1-9/16" SLOTTED - 0 HOLES (HORIZONTAL IN Q ,n �#4 - � 1N 4" PLATE & VERTICAL z BARE GROUND. z E °' M IL4x4) � v O BOND TO REBAR IN GENERATOR PAID. TYP 3/16 It 1/4" x 3"x7" GALVANIZED 11/16" x 1-9/16" SLOTTED HOLES (HORIZONTAL IN 1/4" PLATE & VERTICAL IN L4x4) 5/8"0 A36 GALV BOLTS WITH GALVANIZED HEX NUT & (2) LOCK WASHERS CONNECTION DETAIL SCALE: 1-1/2" = 1'-0" I /A„ N & 1/4 PLATE —- - -IL+ 3/161/ AS READ GALV 2'° SIZE AS REQUIRED 2" !1d 4 BASE PLATE 1/2" x 6-1 /2"xL4 x 4 x 5/16 g L4x4x5/16 L4x4x5/16 1.1 E1. 6-1 /2" WITH (4) 1 "� HOLES GALVANIZED 3 o C3x4.1 FOR (4) 5/8"0 STAINLESS 0 T CONC STEEL A BOLTS N (4) 1 " HOLES UJ I � TOP OF CONC. PAD s - --- - - -- - (DESIGN BY OTHERS) o x R 1 /4"x3"x7" M R 1/4"x3%7" I!JI ISI-_,__ o X ADHESIVE�ANCHOR HILTI S QX METER TRANSFER 4 1 2 SYSTEMS BASE PLATE 1/2" x 6-1/2" x 6-1/2" SWITCH 2 _ GALVANIZED WITH (4) 1 "0 HOLES 1.1 E1. EMBEDMENT/� 7 1/2' 2) FOR (4) 5/8"0 STAINLESS STEEL 2 00. (2) 5/8"0 HS PUMP HILTI HVA ADHESIVE ANCHORS I : BOLTS CONTROLLER (EMBEDMENT = 7-1 /2" INTO Q CONCRETE) r- 1 PLAN VIEW 2 PARTIAL ELEVATION 4 BAS E P LATE D ETAI L U E1.1 SCALE: 1 = 1'-0" E1.1 SCALE: 1 = 1'-0" E1.1 SCALE: 1 = 1'-0" L u7 N I o OUTDOOR PANEL MOUNTING RACK 0 N SCALE AS NOTED / N m 0 0— /z �Q #4 BARE GROUND 2" 24„ TO FRAME OF GENERATOR II MIN #4 BARE GROUND LOOP PANEL MOUNTING RACK. SEE DETAIL. THIS SHEET. `—GROUND ROD (TYP OF 4•) TO GROUND BUS IN SERVICE RATED TRANSFER SWITCH GENERATOR PAD DETAIL NOT TO SCALE � 3/4" CHAMFER #401209-N� N T/PAD (f4") ABOVE GRADE co • r � v GRADE (Da a 2� a, .a (1) #6, CO 1 ae • CONTINUOUS z_ #57 STONE 3" CLR 8„ SECTION E� SCALE: 1" = 1'-0" LT H 'WILLIAM R. JENNGS JR.� Uc. No.22775 0 02/27/14 ��SSIGNAL EIS�'Z NO. I COMMENTS I DATE JOHN T. NEEL, PE 6 KEVIN D. CONNER, LA z LU WRJ 02/27/2014 1770.3 William R Jennings, Jr. Consulting Engineering, PC POWER RISER DIAGRAM 2940 Perrowville Road �\ Forest, VA 24551 AND DETAILS Phone: (434)525-7099 Fax: (757) 282-2636 Email: bjennings@jenningspe.com E1.1 z (V n Q UUJ J Cn CL Q Z= 0 Oz W X O� 41 z UCL O o 1 W M H w W J W" H m W C) W W a = Z a n U) 0 0N Q ,n N � z z g z E °' M � v O Q * _ N dA v aI Z .L O> c -i 'm'o UJ -D w M 00 r'4 rn � � m� � V W to� � m 0 3 N "12 Ln O -- 3 r-iN a)Ln 3 Q o -� a w > U Ui 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. LT H 'WILLIAM R. JENNGS JR.� Uc. No.22775 0 02/27/14 ��SSIGNAL EIS�'Z NO. I COMMENTS I DATE JOHN T. NEEL, PE 6 KEVIN D. CONNER, LA z LU WRJ 02/27/2014 1770.3 William R Jennings, Jr. Consulting Engineering, PC POWER RISER DIAGRAM 2940 Perrowville Road �\ Forest, VA 24551 AND DETAILS Phone: (434)525-7099 Fax: (757) 282-2636 Email: bjennings@jenningspe.com E1.1 z (V n Q Z J Cn CL Q 0 Oz W X O� z UCL O o w W J W m W C) W a = W U) U) LT H 'WILLIAM R. JENNGS JR.� Uc. No.22775 0 02/27/14 ��SSIGNAL EIS�'Z NO. I COMMENTS I DATE JOHN T. NEEL, PE 6 KEVIN D. CONNER, LA z LU WRJ 02/27/2014 1770.3 William R Jennings, Jr. Consulting Engineering, PC POWER RISER DIAGRAM 2940 Perrowville Road �\ Forest, VA 24551 AND DETAILS Phone: (434)525-7099 Fax: (757) 282-2636 Email: bjennings@jenningspe.com E1.1