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HomeMy WebLinkAboutSUB199500100 Plan - As-built 2000-03-27COUNTY OF ALBEMARLE - DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SUBDIVISION ROADS PROPOSED FOR PUBLIC UEOICATIC Revised: March 1, 1992 , 1. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. 2. Prior to commencement of any construction within any existing public right-of-way. including connection to any existing road, a permit for said construction shall be obtained from V.D.O.T. This plain as drawn may not accurately reflect the requirements of the permits. Where any discrepancies occur, the requirements of the permit shall go, ;.. n. 3. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296 -5661) 48 hours in advance of the start of construction. 4. All materials and construction methods shall conform to current specifiications and standards of V.D.O.T. All excavation for underground pipe installation roust comply with OSHA Standards for the Construction Industry -(29 CFR Part 1926). 5. Erosion and siltation control measures shall be provided in accordance 1with the approved erosion control plan and must be installed prior to any clearing, gradiing or other construction. 6. Upon completion of fine grading and preparation of the roadbed subgrade„ the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies iof the test results shall be submitted to the County. If a subgrade soil SBR of 10 or greaiter is not obtainable, a revised pavement design shall be made by the design engirneer and submitted with the test results for approval. 7. All slopes and disturbed areas are to be fertilized, seeded and mulchedl. Maximum allowable fill or cut slope is 2 :1. Where reasonable obtainable lesser, slopes of 4:1 or better are to be achieved. B. Surface drainage and pipe discharge must be retained within the public aright -of -way or within easements prior to acceptance by V.D.O.T. (All drainage outfall ieasements are to be extended to boundary line or a natural watercourse.) 9. All curb inlets shall have a 2 -inch local depression at their throat toi promote positive drainage to the inlet. All yard inlet rim elevations shown are approximate. Final elevation should be determined after final grading at the time of the final accepitance of the project. 10. Guardrail locations where shown hereon are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at Iocations not shown when, in this opinion of V.D.O.T., the Director of Engineering or his designee, its is deemed necessaryy. When guardrail andsroadway shoulderdwidths(shall feet be increasedfrom tohsevene(7) p-eeeecments to the face of 11. Where urban cross sections are installed, all residential driveway entrances shall conform to V.D,O:T, CG -90. 12. Where rural cross sections are installed, all residential driveway entrances shall conform to V.D.O.T, standard PE -1. 13. Paved, rip -rap or stabilization mat lined ditch may be required to stabtilize a drainage channel when, in the opinion of V.D.O.T., the Director of Engineering air his designee, it is deemed necessary. 14. A minimum clear zone of ten (10) feet from the edge of pavement shall bte maintained on all residential subdivision streets. Additional clear zone may be requrired depending on the category of road design. 15. Compliance with the minimum pavement width, shoulder width and ditch setctions, as shown on the typical pavement section detail, shall be strictly adhered! to. Exceptions will not be allowed. 16. Upon completion of the roadway construction, street name signs shall bet installed by the developer at all street intersections. Signs and the installation thereof shall conform to "Albemarle County Street Name Sign Requirements ". The developer shall be responsible for maintenance of the signs until the roads have been accepted into thre State secondary road system. 17. Road plan approval subject to final subdivision plat validation. shoultd the final plat for this project expire prior to signing and recordation then approval of these plans shall be null and void. 18. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering or his designees, they are deemed necessary in order to provide safe and convenient access. All signs or, other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 19. Standard CO -1 & CD -2 underdrains are to be installed at all cut /fill transitions and sag points. 20. 'No Parking" signs are to be installed an all streets with widths less than 30'. Signs are to be installed by the developer. 21. BM - USGS BM 0 -345 EL. 692.50 on south side of Rt. 250 approx. 1.5 mi. west of site. 22. Location of all signs to be shown on the plan: stop sign, street name sign, speed limit sign, etc. (Speed limit to be posted 5 mph below design speed.) 50' R.O.W. PAVEMENT SPECIFICATION 120' R. o. W. CAT. I 0 -S Proposed San. 6" AGGR. (BASE MATERIAL, Type I, 21A ----------- - - - - -- Proposed ae 1 -1/2" SM -2A SURFACE •�rE -�-- --® Proposed Storm TRAFFIC GENERATION Water B" AGGR. (BASE MATERIAL, Type I, 21A GEOMETRIC DESIGN (per 1996 VOOT Standard) PAVEM'T CAT. III 38' ROAD Sta to Sta ADT max K CRI ST min SAG min max INTER SI$HT PAV WID CAT 6' B' 12' 5" BM -3 CORY FARM RD. 0 +00 2 +60 670 50 120 90 764 7 24 II I • 2 +60 5 +50 570 PROPOSED USE: Sin 1e Family Detached, 67 LOTS FUTURE DEVELOPMENT: Single Family Detached, Single Family Attached and Townhouse AREA SUMMARY: " 5 +50 END 30 RIGHT -OF -WAY, TO BE RESERVED 5.31 AC. ` RIGHT-OF-WAY, THIS PROJECT 7. 12 AC. • " I Guardrail CORY FARM ROAD LITTLE FOX LANE 0 +00 END 100 20 10 20 120 10 200 18 I WINDY RIDGE ROAD 0 +00 2 +20 540 25 20 30 ISO 10 250 22 II I ' radway upon dedication of Albemarle County. The intention is to • 2 +20 END 420 +.o connect Routes 240 and 250. The 50 -foot proposed greenway is also o= cc 'he areas where landscaping is proffered along the potential 240/250 III ^onnector road are those lying between the road and lots 1, 10, 11, FILLY RUN 0 +00 6 +20 110 20 10 20 120 10 200 20 I I ( �8' " 6 +20 END 50 12' 12' ` " " • • I LITTLE FOX LANIE 20' SUMMIT VIEW 0 +00 3 +00 BO 20 10 20 120 10 200 20 I / 4' " 3 +00 7+30 260 LL ` ` _ SHORT HORN COURT 18' =• II J C.D.S. RADII_ 40' 7 +30 END 150 11' with Guardrail CORY FARM ROAD I Y RT 0100 NOTE: ALL SHOULDER WIDTHS SHALL BE POSSIBLE FUTURE DEVELOPMENT INCREASED BY 2 FEET FOR GUARDRAIL. ORN CT. P �TH 0 +00 �END ��300 �20�11 20 120 10 200 !B I COUNTY OF ALBEMARLE - DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SUBDIVISION ROADS PROPOSED FOR PUBLIC UEOICATIC Revised: March 1, 1992 , 1. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. 2. Prior to commencement of any construction within any existing public right-of-way. including connection to any existing road, a permit for said construction shall be obtained from V.D.O.T. This plain as drawn may not accurately reflect the requirements of the permits. Where any discrepancies occur, the requirements of the permit shall go, ;.. n. 3. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296 -5661) 48 hours in advance of the start of construction. 4. All materials and construction methods shall conform to current specifiications and standards of V.D.O.T. All excavation for underground pipe installation roust comply with OSHA Standards for the Construction Industry -(29 CFR Part 1926). 5. Erosion and siltation control measures shall be provided in accordance 1with the approved erosion control plan and must be installed prior to any clearing, gradiing or other construction. 6. Upon completion of fine grading and preparation of the roadbed subgrade„ the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies iof the test results shall be submitted to the County. If a subgrade soil SBR of 10 or greaiter is not obtainable, a revised pavement design shall be made by the design engirneer and submitted with the test results for approval. 7. All slopes and disturbed areas are to be fertilized, seeded and mulchedl. Maximum allowable fill or cut slope is 2 :1. Where reasonable obtainable lesser, slopes of 4:1 or better are to be achieved. B. Surface drainage and pipe discharge must be retained within the public aright -of -way or within easements prior to acceptance by V.D.O.T. (All drainage outfall ieasements are to be extended to boundary line or a natural watercourse.) 9. All curb inlets shall have a 2 -inch local depression at their throat toi promote positive drainage to the inlet. All yard inlet rim elevations shown are approximate. Final elevation should be determined after final grading at the time of the final accepitance of the project. 10. Guardrail locations where shown hereon are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at Iocations not shown when, in this opinion of V.D.O.T., the Director of Engineering or his designee, its is deemed necessaryy. When guardrail andsroadway shoulderdwidths(shall feet be increasedfrom tohsevene(7) p-eeeecments to the face of 11. Where urban cross sections are installed, all residential driveway entrances shall conform to V.D,O:T, CG -90. 12. Where rural cross sections are installed, all residential driveway entrances shall conform to V.D.O.T, standard PE -1. 13. Paved, rip -rap or stabilization mat lined ditch may be required to stabtilize a drainage channel when, in the opinion of V.D.O.T., the Director of Engineering air his designee, it is deemed necessary. 14. A minimum clear zone of ten (10) feet from the edge of pavement shall bte maintained on all residential subdivision streets. Additional clear zone may be requrired depending on the category of road design. 15. Compliance with the minimum pavement width, shoulder width and ditch setctions, as shown on the typical pavement section detail, shall be strictly adhered! to. Exceptions will not be allowed. 16. Upon completion of the roadway construction, street name signs shall bet installed by the developer at all street intersections. Signs and the installation thereof shall conform to "Albemarle County Street Name Sign Requirements ". The developer shall be responsible for maintenance of the signs until the roads have been accepted into thre State secondary road system. 17. Road plan approval subject to final subdivision plat validation. shoultd the final plat for this project expire prior to signing and recordation then approval of these plans shall be null and void. 18. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering or his designees, they are deemed necessary in order to provide safe and convenient access. All signs or, other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 19. Standard CO -1 & CD -2 underdrains are to be installed at all cut /fill transitions and sag points. 20. 'No Parking" signs are to be installed an all streets with widths less than 30'. Signs are to be installed by the developer. 21. BM - USGS BM 0 -345 EL. 692.50 on south side of Rt. 250 approx. 1.5 mi. west of site. 22. Location of all signs to be shown on the plan: stop sign, street name sign, speed limit sign, etc. (Speed limit to be posted 5 mph below design speed.) 50' R.O.W. PAVEMENT SPECIFICATION 120' R. o. W. CAT. I 0 -S Proposed San. 6" AGGR. (BASE MATERIAL, Type I, 21A ----------- - - - - -- Proposed ae 1 -1/2" SM -2A SURFACE •�rE -�-- --® Proposed Storm CAT. II •• -w •--•� Proposed Water B" AGGR. (BASE MATERIAL, Type I, 21A ° ----------- - - - - -- Proposed Water 1 -1/2" SM -2A SURFACE ------------------ a Proposed Water CAT. III 38' 22' 12" AGGR. BASE MATERIAL, Type I. 21A 1 -1/2" SM -2A SURFACE ROUTE 250 TURN & TAPER 12" 21A BASE STONE 6' B' 12' 5" BM -3 1 -1/2" SM -2A COUNTY OF ALBEMARLE - DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SUBDIVISION ROADS PROPOSED FOR PUBLIC UEOICATIC Revised: March 1, 1992 , 1. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. 2. Prior to commencement of any construction within any existing public right-of-way. including connection to any existing road, a permit for said construction shall be obtained from V.D.O.T. This plain as drawn may not accurately reflect the requirements of the permits. Where any discrepancies occur, the requirements of the permit shall go, ;.. n. 3. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296 -5661) 48 hours in advance of the start of construction. 4. All materials and construction methods shall conform to current specifiications and standards of V.D.O.T. All excavation for underground pipe installation roust comply with OSHA Standards for the Construction Industry -(29 CFR Part 1926). 5. Erosion and siltation control measures shall be provided in accordance 1with the approved erosion control plan and must be installed prior to any clearing, gradiing or other construction. 6. Upon completion of fine grading and preparation of the roadbed subgrade„ the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies iof the test results shall be submitted to the County. If a subgrade soil SBR of 10 or greaiter is not obtainable, a revised pavement design shall be made by the design engirneer and submitted with the test results for approval. 7. All slopes and disturbed areas are to be fertilized, seeded and mulchedl. Maximum allowable fill or cut slope is 2 :1. Where reasonable obtainable lesser, slopes of 4:1 or better are to be achieved. B. Surface drainage and pipe discharge must be retained within the public aright -of -way or within easements prior to acceptance by V.D.O.T. (All drainage outfall ieasements are to be extended to boundary line or a natural watercourse.) 9. All curb inlets shall have a 2 -inch local depression at their throat toi promote positive drainage to the inlet. All yard inlet rim elevations shown are approximate. Final elevation should be determined after final grading at the time of the final accepitance of the project. 10. Guardrail locations where shown hereon are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at Iocations not shown when, in this opinion of V.D.O.T., the Director of Engineering or his designee, its is deemed necessaryy. When guardrail andsroadway shoulderdwidths(shall feet be increasedfrom tohsevene(7) p-eeeecments to the face of 11. Where urban cross sections are installed, all residential driveway entrances shall conform to V.D,O:T, CG -90. 12. Where rural cross sections are installed, all residential driveway entrances shall conform to V.D.O.T, standard PE -1. 13. Paved, rip -rap or stabilization mat lined ditch may be required to stabtilize a drainage channel when, in the opinion of V.D.O.T., the Director of Engineering air his designee, it is deemed necessary. 14. A minimum clear zone of ten (10) feet from the edge of pavement shall bte maintained on all residential subdivision streets. Additional clear zone may be requrired depending on the category of road design. 15. Compliance with the minimum pavement width, shoulder width and ditch setctions, as shown on the typical pavement section detail, shall be strictly adhered! to. Exceptions will not be allowed. 16. Upon completion of the roadway construction, street name signs shall bet installed by the developer at all street intersections. Signs and the installation thereof shall conform to "Albemarle County Street Name Sign Requirements ". The developer shall be responsible for maintenance of the signs until the roads have been accepted into thre State secondary road system. 17. Road plan approval subject to final subdivision plat validation. shoultd the final plat for this project expire prior to signing and recordation then approval of these plans shall be null and void. 18. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering or his designees, they are deemed necessary in order to provide safe and convenient access. All signs or, other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 19. Standard CO -1 & CD -2 underdrains are to be installed at all cut /fill transitions and sag points. 20. 'No Parking" signs are to be installed an all streets with widths less than 30'. Signs are to be installed by the developer. 21. BM - USGS BM 0 -345 EL. 692.50 on south side of Rt. 250 approx. 1.5 mi. west of site. 22. Location of all signs to be shown on the plan: stop sign, street name sign, speed limit sign, etc. (Speed limit to be posted 5 mph below design speed.) 50' R.O.W. SITE DATA 120' R. o. W. OWNER: Sam Enterprises 0 -S Proposed San. 1310 Kenwood Lane ----------- - - - - -- Proposed ae Charlottesville, VA 22901 •�rE -�-- --® Proposed Storm LEGAL REFERENCE: D8 1448 P-327 •• -w •--•� Proposed Water OB 183 p.011 (plat) ° ----------- - - - - -- Proposed Water 25' 25 ------------------ a Proposed Water ZONING: R4, with proffer 38' 22' 60' _ 10' or 9' 3.2 MILES WEST ALONG RT.250 FROM R/R OVERPASS AT 6' B' 12' 12' 4' 4',4' table GATE AND 33' S.W. OF TELEPHONE POLE, SET IN DRILL HOLE below) CL PVMT c?• i/4" /FT l i/4" /FT Side 15' PROPOSED USE: Sin 1e Family Detached, 67 LOTS FUTURE DEVELOPMENT: Single Family Detached, Single Family Attached and Townhouse AREA SUMMARY: LOTS 23. 07 AC. RIGHT -OF -WAY, TO BE RESERVED 5.31 AC. RIGHT-OF-WAY, THIS PROJECT 7. 12 AC. INTERIOR ROADS '7 with Guardrail CORY FARM ROAD TYP. SECTION TYP. SECTION CURRENT DEVELOPMENT CURRENT DEVELOPMENT N.T.S. N.T.S. All proposed roads will be public. 3 � 3 ' radway upon dedication of Albemarle County. The intention is to t�ovide for a four -lane road to be constructed through this development +.o connect Routes 240 and 250. The 50 -foot proposed greenway is also o= cc 'he areas where landscaping is proffered along the potential 240/250 ^onnector road are those lying between the road and lots 1, 10, 11, 1 P,4VEMENT WIDTHS __28' 32' 60' 9. All necessary sight and drainage easements required by V.O.O.T. for I I I ( �8' CORY FARM RD. 24' 2'' 6' 8� 12' 12' 20' 20' 12' 12' 8' 11. A 50' minimum separation is required between driveways. CL PvMT CL PVKT WINDY RIDGE ROAD 22' LITTLE FOX LANIE 20' 114 " /FT I 1 /4' /FT FILLY RUN _ 20' 1f r SUMMIT VIEW ! 20' 18° / 4' CORY COURT LL ` _ SHORT HORN COURT 18' =• �,, J C.D.S. RADII_ 40' 11' with Guardrail CORY FARM ROAD TYP. SECTION NOTE: ALL SHOULDER WIDTHS SHALL BE POSSIBLE FUTURE DEVELOPMENT INCREASED BY 2 FEET FOR GUARDRAIL. N.T.S. 19A MF I - O GENERAL WATER AND SEWER CONDITIONS 1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority 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 General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 20, 1983, amended July 1, 1989. 4. Datum for all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltiy" (1-600-552-7001). 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and waterlines, etc. 7. 20' wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle County Service Authority, except where the line is in a public road right -of -way or an access easement, in which case the access easement shall also be dedicated as a utility easement. B. 3' mimimum separation requred between water line and storm sewer culverts or 6" separation when waterline is insulated. Use 1/2" thick Therma -Cel Pipe Insulation in 3'x 4' sheets as manufactured by Nomaca, Inc. or equally approved by Albemarle County Service Authority. Insulation to extend 5' beyond centerline of culvert in both directions or 5' beyond ends of culvert when parallel. 9. Touch read meters are being used by the Albemarle County Service Authority. To accommodate these meters, meter lids will require a 1 3/4" hole taped into the center of the lid. Blind taps or plugs shall be provided to prevent debris from entering the box prior, to meter installation. 10. All water and sewer appurtenances are to be located outside of roadside ditches. 11. Certification that 95% compaction is obtained shall be provided for all fill areas under water and sewer lines and appurtenances, This certification shall be signed by a Professional Geologist. The certification shall state the exact area that lthe certification applies to. 12. Valves on deadend line shall be rodded to provide adequate restraint for the valve during a future extension of the line. T BENCH MARK = U.S.C.S. B.M. Q - 345, ELEV. = 692.:50 ON SOUTH SIDE OF ROUTE 250, APPROX. 1.5 MILE WEST OF SITE. 0 c CU W /- SITE Brownsville RTE. 250 M to W F- CC VICINITY MAP SCALE: 1"= 2000' SITE DATA LEGEND OWNER: Sam Enterprises 0 -S Proposed San. 1310 Kenwood Lane ----------- - - - - -- Proposed San. Charlottesville, VA 22901 •�rE -�-- --® Proposed Storm LEGAL REFERENCE: D8 1448 P-327 •• -w •--•� Proposed Water OB 183 p.011 (plat) ° ----------- - - - - -- Proposed Water MAGISTERIAL DISTRICT: Wiite Hall ------------------ a Proposed Water ZONING: R4, with proffer SOURCE OF TOPOGRAPHY: James H. Bell, Inc. (U.S.G.S. DATUM) SOURCE OF SURVEY: RDudabush, Gale & Assoc- , Inc . BENCHMARK: USGS BM 0345: 692.502 3.2 MILES WEST ALONG RT.250 FROM R/R OVERPASS AT MECHUMS RIVER, 76' SOUTH OF CENTERLINE OF RT. 250 30' S.W. OF A SIGN (MILLER SCHOOL), 36' SOUTH OF WIRE GATE AND 33' S.W. OF TELEPHONE POLE, SET IN DRILL HOLE 14 ROCK OUTCROP PROJECTING 1'. SETBACK REQUIREMENTS: Frond: 25' Rear 20' Side 15' PROPOSED USE: Sin 1e Family Detached, 67 LOTS FUTURE DEVELOPMENT: Single Family Detached, Single Family Attached and Townhouse AREA SUMMARY: LOTS 23. 07 AC. RIGHT -OF -WAY, TO BE RESERVED 5.31 AC. RIGHT-OF-WAY, THIS PROJECT 7. 12 AC. OPE=N SPACE: 31.3 AC. t FUTURE DEVELOPMENT: 15.0 AC. ± TOTAL AREA: 81.83 AC. GENERAL NOTES: 1. No further subdivision without Planning Commission approval. 2 Only one dwelling per lot. 3. Area within building setback lines contain slopes of less than 25 %. 4. X11 lots shall be served by public water and sewer. All proposed roads will be public. i?. ;he entire entrance road is included in the area reserved for future ' radway upon dedication of Albemarle County. The intention is to t�ovide for a four -lane road to be constructed through this development +.o connect Routes 240 and 250. The 50 -foot proposed greenway is also vsjbject to dedication upon demand of Albemarle County. 'he areas where landscaping is proffered along the potential 240/250 ^onnector road are those lying between the road and lots 1, 10, 11, t3, 14, 59 & 60. S. All existing structures are to be removed.. 9. All necessary sight and drainage easements required by V.O.O.T. for final road acceptance will be dedicated to public use. 10. All sanitary sewer, storm drain and water pipes shall have a 20' easement centered on the pipe if they are outside of R.O.W. 11. A 50' minimum separation is required between driveways. 12. Drainage easements shall be associated with all natural streams and watercourses. 0 c CU W /- SITE Brownsville RTE. 250 M to W F- CC VICINITY MAP SCALE: 1"= 2000' TABLE OF CONTENTS SHEET i COVER SHEET SHEET 2 Grading & Utility Plan SHEET 3 Layout Plan SHEET 4 Entrance Road Plan & Profile SHEET 5 Roads A & C Plan & Profile SHEET 6 Road B Plan & Profile SHEET 7 Road D Plan & Profile SHEET B Roads E & F Plan & Profile SHEET 9 Sanitary Sewer Profiles SHEET 10 Sanitary Sewer Profiles SHEET 11 Storm Drain Profiles SHEET 12 Offsite Water Plan & Profiles SHEET 13 Offsite Water Plan & Profiled °4' '- SHEET 14 Offsite Water Plan & Profiles SHEET 15 N/A H rr LEGEND C-) 0 -S Proposed San. Sewer ----------- - - - - -- Proposed San. Sewer Lateral •�rE -�-- --® Proposed Storm Drain •• -w •--•� Proposed Water Line ° ----------- - - - - -- Proposed Water Service, double ------------------ a Proposed Water Service, single Cn o TABLE OF CONTENTS SHEET i COVER SHEET SHEET 2 Grading & Utility Plan SHEET 3 Layout Plan SHEET 4 Entrance Road Plan & Profile SHEET 5 Roads A & C Plan & Profile SHEET 6 Road B Plan & Profile SHEET 7 Road D Plan & Profile SHEET B Roads E & F Plan & Profile SHEET 9 Sanitary Sewer Profiles SHEET 10 Sanitary Sewer Profiles SHEET 11 Storm Drain Profiles SHEET 12 Offsite Water Plan & Profiles SHEET 13 Offsite Water Plan & Profiled °4' '- SHEET 14 Offsite Water Plan & Profiles SHEET 15 N/A REVISIONS 3- 27 -96, PER VDOT COUNTY & ACSA 5 -7 -96, PER COUNTY 10 -1 -96, GUARDRAIL 8- 23 -96, APPROVED 6 -3 -97, AS BUILTS 3 =27 -2000, AS BUILT REV'S. DATE DEC. 22, 1995 SCALE CONTOUR INTERVAL H rr C-) ' Z ctr CD H rn cv Cu w Q z C C) o Cn o CC J Q Q -J J _J H W ! C-3 Cn CZ H W CD a c -. _J z UJ� CD cn U) ICS-) W Cn ' cn cr z ® w �] ® z °- H o a z LtJ J REVISIONS 3- 27 -96, PER VDOT COUNTY & ACSA 5 -7 -96, PER COUNTY 10 -1 -96, GUARDRAIL 8- 23 -96, APPROVED 6 -3 -97, AS BUILTS 3 =27 -2000, AS BUILT REV'S. DATE DEC. 22, 1995 SCALE CONTOUR INTERVAL e_l 1;41 H rr Qawcc ' LL J > U3 rr Nz Cr 0 U _ U U' WW Wm' ` J /' OC .0 � U m J tee' c UJ� e_l 1;41 NOTE: LATERIAL DISTANCES SHOWN ARE MEASURED FROM THE CENTERLINE OF THE DOWNSTREAM MANHOLE. FLORIDA FORWORD LAND & REALTY, INC. TMP 56 -97 ZONED R -1 BENCH MARK = U.S.G.S. B.M. Q - 345, ELEV. = 692.50 ON SOUTH SIDE OF ROUTE 250, APPROX. 1.5 MILE WEST OF SITE. ROBERT L. OR JEANNE K. CROSS ' I t EANNE K CROSS ; TMP 56 -97A1 MASONIC LODGE #194 , ' ROBERT L OR J 97A ZONED R -1 r TMP 56 -107B1 l TMP 56- r ZONED R -1 ZONED , - - -- � S03 '06'13'W 379.44' j' °,,,•, .- ° 166.5 1 v 0.419 AC, 6 0.455 AC. zo c \ m ,. _ Fjo• N �0.297 AC. a ROY W. G MARIE B. HERRING ,'n^ 7 - 0.330 AC. TMP 56 -96A 0 - - - - -- 4 in MICHAEL W. & �� ZONED R -i 1.5 '', a_o_ _ MARTHA A. HERRING \ _ 0253 AC, TMP 56 -96B ca a� 0 142,3 0:268 AC. a lw ZONED R -1 10 W n - cn 3 iq 146.1 ' ; 3S � 180 �° c^„ • 153.2' 0.272 AC. p uu Vu 9 U 0 0.280 AC. ,cvuor 150.3' �`j- :�0e, ►app, N A•t$' 35 151.8' • � N� ./ \' f ,,... -• � 9 °�� F � � � cr°� � 0.276 AC. _ 0.278 AC. i 0. `��' • ��5 ,41 ''38 " E 239.67 ' �0 !�: ° 1 0 ;02 844 ' 0 c pC • Z' ,�O v �,� .695' ��z 150.1' r l 13.393 M - _ NO/ O �""'� --. 812 r Vow 39 1 �A a a03 PG, 0 9° ,yoa Wa "&mo yE�t r R 0 Q2°-� iy t1; �` � .,316 :Q� � 910 :2 .!n O MH 07-1 87 ti ,1Q AC o vR _" - • M/ 148.6. can 170,1' o . C " \ `TM'P 5 to - \.._ . ,/ 4 AC o 311 AC. i t� 6) Q� Q� er R 955 A v- in m 148 3' 78.9' 0 o Q S N o01 1.024 AC. 0' 1�'� 16 148.7' O H 8 ' Log COMMON AREA �\\ ® 0.292 AC. 31: Q •���' 48.6''.1: g6P cu 17 r u1 w; ;tom 4.s 1 0 t° � ?� °° J • -w - MiTN PRIt>RITY Foil •, ,yh, .� i o �` ,-� x RIGHT-.OF-WAY �a' \� r COMMON M'S ARE W AS 3 `�`g\ m 148.2. a 0. 0.353 AC Bfo` �`� 'ss v�. VARIABLE WIDT �,► ti' TF� TARP ppAiNA6E OTp O,ES. 1315 `-► r x ^ ✓9�, \\ C9 4 IAB H: APPROX . AREA RESERVED °� (' j ��,r r WT HST To JVE EXCLUSION I � 0.291 AC. m - ire ' � � 9�''L � 56 a� � 0 � 55 ' FOR FUTURE GEEVELOPMENT aG' ®A3 `4 �� + ! _ r r a 0.265 A.y. "_'' o 0312 - TMP 56 96 h r - t., A r r 153 2' O _ _ 62 65.873 AC. �� r 0.292 AC. a l455.� I va.0.394o C. ° s+ W . cc 19 ao 0.26 i 5 o ' m , 153 6' 63 i 0.371 AC . �W $ 66 F ., A mr x 144.9' O 0284 AC. �J' 9 , 20 �, i38.6'r r I 248 8. / ? 0.317 4 t a C _ N01'46'53 "E 351.53' `� �„ 0.295 ;��;. aid`3 ' 0 ' "Q 54 cv 5 1 %2 ` - - 64 cn `365 AC aj rn r / trl r�' ° ✓ 1 6 �1 156,3' ? i Im 0.449 AC. � � `. � � , ELMER L. SHIFLETT ' - / 23 aG 21 a$ °° 95.x' s' �,. o °'330 AC, TMP 56 -46 , -'''- 3a Qt M o rO _ 3 ZONED R -6 �' / r: v 0 3 ✓ '�'�� ✓''- _"`' . R- `S 3 co N R, tU •' r /- • & �, d`. y4 p• ' O 933' 1p 0 p 80.0' 30 . rr V 0 ,404 AC m 3AC, o 0 r 55 2 '1 o as 15 ; ° , N as r • / �`� t.._. ... -�-"'L � / .�66 'u�• 6 � 3, 5� � � 0 ,.- � Q� .� 0.335. AC. a 01 .000 Ile, ,/ // 0 373 mot' �, c� ' 45� ,�j°a 0.401 AC. co cn ` ��, _-�' / o ! t' Q► A "' td t�D T, ,. •''" Z� "' '� o Ut' 0� 49 ✓' rt` TMP 560 r , 1 W ;. ca 3';. '�l w \ �� �� O �1 • �� p5 C' B , 0.362 AC. 50 ZONED R 2 ,c •, ` •�,, ,•. / 13 PG\ v p' � M� o ,,,, p•� � � � C o° ° l 03Z Nt �' -�;''� ii5/'� �g N 6,i 9. 0.432 A Q` OJ , A' o o rr '1D, O P� "��, r ' 30 0 ' 31 � O pC • Boundary From A r I o B 9,'4 S Y `�, Q� q 79 g30' N09 °34 ' 39 " W 105.34' W`� NO2'45'25 "E 56.34' ,/ LT11 4 - , ~�`�'"•., - I -o_Z�J r� g�,3' Q� N16 58' 35 "E - 51.05 / t► Pr 9 33g �G° �Q r�, 911 g �(�'C� zo N27 00' 25 "E 71.98' t f .379 p,G �i Q�` s�• N36 °38'35 "E 74.31 '_ ~ ` r 0.329 3 72• � N47 °32 ' 55 " E 68.66 ' -' / EDWARD D. CAMPBELL, III > oc w W 36 , / CERT. No. N07'23 ' 23 "E g5q, 91 .E \ r? Q �,Z'y i 1599 �® o"" "~.--- `"""".•- ...•.•...,... -,_ \ • 66..6' � �, , °�''�° '�4' c� r >W B IAND 935` CARROLL D. & JUDITH S. HERRING i CHARLOTTE W. CDCHRAN �- SOVRAN BANK TRUSTEE Boundary From C 'To D TMP 56 -10BA TMP 56 -26 tv ZONED R -1 ZONED R -1 pL°fH OF N ® TMP 56-35 N31 56 ' 05 " E 21.71' .>1►� bl. ' v ZONED R -1 N11 •42' 28 "W 15.70' C N65 '00 ' 09 " E 59.27 �o N13'40'43 "E 53.57' ' I N43 °26'37 "E 31. f •a 77' DIANA P. DALE co N23 •27' 37 "E 17,19' s � � Cert. No. 18958 � 9 tv ' w N79'53' 16 "E 32:12' 1 1, t NOTE: TYPICAL WATER SERVICE LINE SIZES 1.1/2" LINES FOR DOl1BLE METERS, 314" LINES FOR SINGLE: METERS. N07007'21 "W 19.21' N53'17'44 "W 10.91' N00 *01'25"W 44.40' ►rcn •nn + cn u r nM nm + NOTE: SEE SUBDIVISION VLATS RECORDED AT DEED BOOK 1597 pp. 210 - 219 t Fs �ti � FOR PUBLIC ROAD RIGHT -OF -WAY DEDICATION, DRAINAGE EASEMENTS, \ sIONAL EN SANITARY SEWER EASEMENTS AND WATER LINE EASEMENTS. % i • '' Z cu F-°-1 0 rn Cu Cu w Q z U CD H O Q U-) ) 4 > J o S cn c H w C) o a .z -i Q En arc ® Q w z S cn roc 0 fr Q En arc ® Q w z w Z -j {3 H 0 w � REVISIONS 3- 27 -96, PER VDOT COUNTY & ACSA 5 -7 -96, PER COUNTY 8- 23 -96, APPROVED -6-3-97, AS-BUILTS 3-27 -2000,. AS. BUILT REV'S. DATE DEC. 22, 1995 SCALE 1" = 100' CONTOUR INTERVAL I FILE NUMBER NO. 7682 SHEET 3 of 15 cory,PRO O Q H Z WH a g w z cc Q LL cn J = Q W � z 0 m um >- o W w F-- m _ H a cz O FILE NUMBER NO. 7682 SHEET 3 of 15 cory,PRO U U U G h h C t L C L E L L C a� i • ww GTVV J�V V :J-ruu Lay, IVyi / -l-uu I 1111 FI 10 +00 11 +00 12 +00 U 0 :z < N O H 0 0 rn N Q O CL LL J ¢ � N w � CERT. No. .Q H Z U � O r /1 o <L o 610 V J M� iiYi�iiii uu Q A a) a W J W H H > W W N Z i h- H J Q M cj CD I w Z Cn c J Q W m > cc "Q cn ® W c Q C' Z Cl -� CD O Z Z W Q J REVISIONS-, 3-27-96, PER VDOT COUNTY & ACSA 5 -7 -96, PER COUNTY 10 -1 -96, GUARDRAIL 8- 23 -96, APPROVED - 6 -3 -97, AS GUILTS 3 =27 =2000; A5 BUILT. REVS. DATE DEC. 22, 1995 SCALE HOR : I"= 50' VERT: 1" = 10' 680 CONTOUR INTERVAL 2 FEET s L-1 .r 640 0 4 < a. J Ir LL 0 0 630 Q O CL LL J ¢ � EI WARD 0. CAMPBELL. If > ?- _ ,a CERT. No. � z � 1599 0 C) 620 LAND 610 pi.TH OF �j9c M� iiYi�iiii � . _........_0 Cc A a) a C�j� DIANA P. DALE 600 Cert. No. 18958 _ SHEET 4/15 FILE NUMBER No. 7682 mm .! 0 cn W < a. J Ir LL 0 0 z Q O CL LL J ¢ � iii ?- _ ,a CE Q � z Omz U C) Q a w W C3 Q �_. M� iiYi�iiii cc W . _........_0 Cc a) a SHEET 4/15 FILE NUMBER No. 7682 mm .! -A- 6 67 C — ---------- 4B/ 0 f 114 W M A) ---------- VIM Ogg La 64 x, 63 61 62 ' 1 r N �} ,' ------ - -- x CP -4 60 Z P14 R= 5 359 T 181.0 46 j W 94. ti ru = 118 .72 A ------ ------- Dy UG� y c a Vt \.` (:. 1 , , ` \\ \K' -\ tit i / 4� > ---------- ­c.0 - V T-, ew- A 24 V1, J_ J A_� ti } �r �, M �� 1 } — — ---------- aT-E-i---T-YR C--At--WATER-SVME- LJM �_�FZEA B -METERS x LE 8 FOR -WIGLE-METERS., r--- — --- P CO "T NOTE: WEE SUBDIVISION PLATS RECORDED AT DEED BOOK 1597 pp. 210 - 219 FOR PUBLIC ROAD RIGHT-OF-WAY DEDICATION, DRAINAGE EASEMENTS, 'SPiNITARY SEWER EASEMENTS AND WATER LINE EASEMENTS. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 NOTES: 1. There shall be 3' minimum cover over top of water pipe. 2. There shall be 1.5' minimum vertical separation between water pipe and sanitary sewer pipe. 3. There shall be 1.0' minimum vertical separation between water pipe and storm drain pipe. 4. Water pipe material shall be CL51 D.I.P. N DIANA P. DALE Cert. No. 18958 ■ �E �s U REVISIONS :z 3-27-96, PER VDOT Ou CD COUNTY & ACSA M C\j U, W 8-23-96, APPROVED CU -6-3-w97, AS BLALTS -y M 3-272000, AS BUILT U REVS. LD C:) Lo c3 CD C LU Now 0 00 z _j _j CZ _j Uj U " " ;> En LU LIJ Z: C) ;E F-- C) _J 0 0 z ca _j CD Cn U-) cc C) Uj M :> Cr Cn =) Ul cc Uj Ui Er Z: < C) W, LU Q_ _j r F-1 (D Q Z: it Z: LU < _j DATE DEC. 22, 1995 SCALE HOR : I"= 50' VERT: 1 10' CONTOUR INTERVAL 2 FEET REVISIONS 3-27-96, PER VDOT COUNTY & ACSA 5-7-96, PER,COUNTY U, W 8-23-96, APPROVED -6-3-w97, AS BLALTS -y M 3-272000, AS BUILT LL 0 REVS. DATE DEC. 22, 1995 SCALE HOR : I"= 50' VERT: 1 10' CONTOUR INTERVAL 2 FEET FILE NUMBER No. 7682 11 C) U, W 0 M LL 0 W Cr rz Now 0 00 z W CE uw< 4 _j Lli LIJ a _j CC WW 0 0 z ca _j Cr 3: FILE NUMBER No. 7682 11 67C L--%1- N--11- M 63C 61C 60C adz o Go U3 NOTE: SEE SUBDIVISION PLATS RECOREFD AT DEED BOOK 1597 pp. 2101- 219 FOR PUBLIC ROAD RIGHT-OF-WAY MICATION, DRAINAGE EASEMENTS, SANITARY SEWER EASEMENTS AND WATER LINE EASEMENTS. 0+00 1+00 2+00 3+00 4+010 -=6 I 6+00 7+00 8+00 9+00 `1 ii; 11+00 12+00 13+00 580 370 -M -M to W 0 LO LC K W 50.00 23.9 ov Ln LO ❑ W cc LL Er a- 0 0 d: in cn AV 0 fm Lo ❑ + ❑ CU a: 0 ❑ w z -j W CU C) D SUMMIT SIGN SPEEP VIEW IS 20 mp CO m Z U0 < C) C) 0 0 + ❑ > > (L W W 00 .000 W C3 < 0 -2.4 I C) 0 CD cc LO 0 D 0 CU C6 0 M LO + cc I 0 M t U) W CFr--4 Cn C) 00 Lo CU + 00 > EL '0 Ln 00 11 > UJ W C) CZ LU H LU LLJ M M NOTES: i. 3. There shall be .3' minimum water pipe, between water pipe There shall be 1.0' between water pipe cover over to of separa ion and sanitary sewer pipe. minimum, vertical separation and storm. drain pipe., 0 0 r to_ ----------- ------------- M v !Q V C n Cn 1W M Iq + ED 1 U3 aU3 : 00e W M Efi CC Uj M -< I C::) L.Li M 0- Cr F-4 LD C3 M Z W -< 0 + LO 10 IN 0 U > > > (L > W to 4J > CL LLI I 4"— W 00000 CY) --------------- JOL to r- Ln 0 -Ul— W LO 00 Lr) ('U M 0 (3) e .Ol LO LO LO + LO + LO 0 ( .0 + > 100. Do: -2.0) % C > U W > F- > W U > W 56P �KC 24.81 > ------------ W a- W > 0 0 1 cn CU in to 0 I P to 0 Cn 10 clu CU + to U LO LO L C 200.00 cn Iq 0 Ito K 30.7 -C 250.00 0 U> CU 00 or U) + 11 < 33. 0j > W a- -i 0 cu N 0 0 0 to + W) W > + C\J cli ei II cn (10 W -i CL W > + ED cu > Ul ch W > W -i 4J W En -i a) aj P C > (1- W > W > W co > cc to L W X cd (n r- x ED to I Lr 0 la). C1 > X (D CD I ts6p 07XC 3 4J 4j 0 in U) X x (0 (D > W U) > 0- W Lr) U) to uNi 0 ------------ -------- -------------- ----- ----------------- — --- ...... — --- ----- ----------- ------- -------- ------ -------- ------- ---------- ------ ------------ -------- -------- ....... ............. ...... ------- ------------ ----------------- ----------------- -------- - ------- ------- -------------- — ------------- ------------- -------- ------- ------------------------ M Ln ci CU cd M Aj ul L1 'CU LO CU U") C) rf) a) Cj 0 C:): U-) (D. C 3 4J Ln 03 \j Ln L C 3 ci r LO Ul t 1 0 (0 (3 ED L I In M in r C I ci C\J. U) to LO I to L3 to LO ................. LO (3 LO LO (3 to W (3 LD J to L 3 LO 0+00 1+00 2+00 3+00 4+010 -=6 I 6+00 7+00 8+00 9+00 `1 ii; 11+00 12+00 13+00 580 370 -M -M REVISIONS' 3-27-96, PER VDOT COUNTY & ACSA 5-7-96, PER COUNTY 8-23-96, APPROVED -6-3=97, AS BUILT Sr' 3-27-2000 AS BUILT REVS. DATE DEC. 22, 1995 CONTOUR INTERVAL 2 FEET to W z LL < 0 W cc LL Er a- > CU C) Ca rn C\j CO m Z U0 < CV _3 LLI W C3 < 0 D U) F-4 C) o CFr--4 Cn C) LLJ C) CZ LU H LU LLJ M M FF- - C) 07 V !Q V C n Cn cc C) U-i cr_ 1 U3 aU3 : M W M Efi CC Uj M -< I C::) L.Li M 0- Cr F-4 LD C3 M Z W -< REVISIONS' 3-27-96, PER VDOT COUNTY & ACSA 5-7-96, PER COUNTY 8-23-96, APPROVED -6-3=97, AS BUILT Sr' 3-27-2000 AS BUILT REVS. DATE DEC. 22, 1995 CONTOUR INTERVAL 2 FEET 610 N4 VA OF -V VA op SHEET �A 7/15 500 (DIANA P. DALE P C C rt. 189 a Cert. . No. 18958 FILE NUMBER No. 7682 to W z LL < 0 W cc LL Er a- > > Ca > z CO m Z U0 < _3 LLI W C3 < 0 D U) W cc 610 N4 VA OF -V VA op SHEET �A 7/15 500 (DIANA P. DALE P C C rt. 189 a Cert. . No. 18958 FILE NUMBER No. 7682 e+. e1-z' a zc 710 0 i .. 80 65C 11r 630 '0 4 y + K j `X l I - s - �.. \. "4 i • 1 .-`e �V �rl ,*•r ' J` •`A T ®P 5lGi•l __ _-- �1 \- __._.��` ,/ J , r r , } Jr ' i rjy J 4V IV, f, r ;4� -Q �� -`--'" � s 258.0 �.� • � •Q c9 • r % /, � ; i._ _ - _ � . �", :� _ ; • J U Imo, M1\ : J� /,.' % � ,-� i ' j 1 � J ® ...r' :, � ♦�j�( { i - sJ- �vf�+<,' ;`� ` itfJJ �,r rrif; `�.,- �±.,. -�-� .% 1 t 'iF J .` ' 1 �J �' r�' f 1 r \ . J I `f , -f ; / . ,?/ r ,.. -^+'•' •"` ,^ J �� 1 r ' r r J• r % / w I , ♦ i r r r 1' ' Ott •, ' � ! .d"'' r',. Cn i d j !'V T9' t' •� ^ ''i � ' r" /` fr ' rrr' ''` rs.'r• � JJ'� I J,r f. Y E T�FpId/ L`WA ER4ERV16. L,l1 E SIDE ° ij-Z L.1NI= `k.FgR UBLE\ AET&V -7— , '. _ 3 SINS FbR... ^vIiG:L TERM; NOTE: SEE SUBDIVISION " PLATS RECORDED AT DEED BOOK 1597 pp. 210 - 219 a FOR PUBLIC ROAD RIGHT -OF -WAY DEDICATION, DRAINAGE EASEMENTS, SANITARY SEWER EASEMENTS AND WATER LINE EASEMENTS. 710 U +UU 1 +00 2 +00 ,... 3 +00 `, Al 9 .•r 670 M. 6!50 6.40 630 4 +00 we ..I 64C mii 62C 6 iC •�i �,•� � .I { � .' 171 ,' \ ' "1 tti t'lt t � + f r / � -'- v S t ti � 1, ,, �•�. \ w i a , IV 1 1 F / / i 4 , 1„ 1 t 1 �• 1 1 t 1 r.l J 'd 68 •2o r +♦ - .� I .�i t F Il\ 1 !. I r �'• � ► � I li �I • I � I R �: , , r .�q �. V D:B1 i 1 Z J " rI" a • F•� i , % f Y w -' r' % A J / s /r d / r Vd . v. - J � . \N& E,' TYPICAL WATER�SE OE Li1t1 ' -ZED 11/2" LINES'FOR DOdBL ETER -S -__ s, ..,, \.` ,\ �•, ti, .,,� �� 411 - 3J LINE "S_.F LE DIET NOTE: SEE SUBDIVISION FLATS RECORDED AT DEED BOOK 1597 pp. 21C - 219 FOR PUBLIC ROAD RIGHT -OF -WAY DEDICATION, DRAINAGE EASEMENTS, SANITARY SEWER EASEMENTS AND WATER LINE EASEMENTS. 670 - C RY COURT 1 !1 z .,,..- LL cC ESIGN SPE D TS 20 m h DESIGN SPEED 20 mph NOTE 11 ° I �[ 1-•i o rn 9 WATER NOTES, O ' Cn C) . LIJ Oo n T 1 M O J Cz � W ctDV a C7 0 C cr O 01 LO N M N W V ____- _- ,._____._. ____ + 00 o a: U m II N + r v � U1 W to u Q J W M �• m to + p W Q 4-0 U) J O W _.. + [�O 11 •V ..__ - -_ -_ „ > I I '�. •J W I o • 0 r- .... -- 1 O (0 O ` Q 7- O (D N 15° SO > (r) F U W + 11 4" 01.I.P. CL, 51 > aW I > > a > J tJ) 0 a W (n o oh cD L 30.00 a � o mo (o K 10.5 l4' r + u NtLrn 66P. N N p LO to W cn W C un o ? m (D ------------------------------ - - - - -- - -- ------ - - - - -= -- - - - - -- . '(m M O ao (CI l� lO ' +. -;r (0 U +UU 1 +00 2 +00 ,... 3 +00 `, Al 9 .•r 670 M. 6!50 6.40 630 4 +00 we ..I 64C mii 62C 6 iC •�i �,•� � .I { � .' 171 ,' \ ' "1 tti t'lt t � + f r / � -'- v S t ti � 1, ,, �•�. \ w i a , IV 1 1 F / / i 4 , 1„ 1 t 1 �• 1 1 t 1 r.l J 'd 68 •2o r +♦ - .� I .�i t F Il\ 1 !. I r �'• � ► � I li �I • I � I R �: , , r .�q �. V D:B1 i 1 Z J " rI" a • F•� i , % f Y w -' r' % A J / s /r d / r Vd . v. - J � . \N& E,' TYPICAL WATER�SE OE Li1t1 ' -ZED 11/2" LINES'FOR DOdBL ETER -S -__ s, ..,, \.` ,\ �•, ti, .,,� �� 411 - 3J LINE "S_.F LE DIET NOTE: SEE SUBDIVISION FLATS RECORDED AT DEED BOOK 1597 pp. 21C - 219 FOR PUBLIC ROAD RIGHT -OF -WAY DEDICATION, DRAINAGE EASEMENTS, SANITARY SEWER EASEMENTS AND WATER LINE EASEMENTS. 670 - I fill 1 +00 2 +00 f I {' i 1 Il - t 1 1 t t 1� t! 1 { } I � „ l 1 1 1- � �.Ij sit It }tl s t 1 1 tt f i v S r - r NOTES: 1. There shall be 3' minimum cover over top of water pipe. 650 2. There shall be 1.5' minimum vertical separation between water pipe and sanitary sewer pipe. 3. There shall be 1.0' minimum vertical separation between water pipe and storm drain pipe. 640 4. Water pipe material shall be CL51 O.I.P. 291W ��PLTH OF V 500 j, 9 v DIANA P. DALE Cert. No. 18958 -O 590 90,. 1 !1 z .,,..- LL cC ESIGN SPE D TS 20 m h o rn N 1 EE NOTE 11 ° I �[ 1-•i S R 9 WATER NOTES, O ' Cn C) . LIJ Oo n T 1 M O J Cz � W ctDV a C7 0 C cr O 01 LO N M N W V ____- _- ,._____._. ____ rn o a: LO m II N + r v � U1 W II CU (D Q J W M J > > W ( to + p W Q 4-0 ..__ - -_ -_ „ I I I o • 0 r- 1 O (0 O ` Q O O (D N > (r) F U W + 11 > aW I > > I > J tJ) a W (n cD L 30.00 -Z m K 10.5 NtLrn N to N N LO I fill 1 +00 2 +00 f I {' i 1 Il - t 1 1 t t 1� t! 1 { } I � „ l 1 1 1- � �.Ij sit It }tl s t 1 1 tt f i v S r - r NOTES: 1. There shall be 3' minimum cover over top of water pipe. 650 2. There shall be 1.5' minimum vertical separation between water pipe and sanitary sewer pipe. 3. There shall be 1.0' minimum vertical separation between water pipe and storm drain pipe. 640 4. Water pipe material shall be CL51 O.I.P. 291W ��PLTH OF V 500 j, 9 v DIANA P. DALE Cert. No. 18958 -O 590 90,. REVISIONS 3- 27 -96, PER VDOT COUNTY & ACSA 5 -7 -96, PER COUNTY 8- 23 -96, APPROVED 6 -3 =97, AS BUILTS 3 -27 -2000, AS BUILT REVS. DATE DEC. 22, 1995 SCALE HOR :I"= 50 ' VERT: i " = 10' CONTOUR INTERVAL 2 FEET cn Uj 1 !1 z .,,..- LL cC Cu H o rn N 1 N w • �[ 1-•i Ir U 44 1 a O ' Cn C) . LIJ i n O J Cz J W H W w () C7 cr 071 V rn r= V / a: .W" � � Q W Z W Q z M CD W Q REVISIONS 3- 27 -96, PER VDOT COUNTY & ACSA 5 -7 -96, PER COUNTY 8- 23 -96, APPROVED 6 -3 =97, AS BUILTS 3 -27 -2000, AS BUILT REVS. DATE DEC. 22, 1995 SCALE HOR :I"= 50 ' VERT: i " = 10' CONTOUR INTERVAL 2 FEET cn Uj 1 !1 vt . .,,..- LL cC 1 1 .. , CC Ir U 44 1 a . LIJ i n .. SHEET 8/15 FILE NUMBER No. 7682 rM e 1 650 I •-s 63C 62( 6� 1( I 641 631 62, l 61 Itl� 1 f�H ■� ■ 0 +00 1 +uu 660 150 65C 140 64( i30 63( 320 62t 310 611 500 0 +00 1 +00 e +uu J +uu 4 +uu ei >- Q J -. 4p (_ COY FARM STA 7 +60 CORY FARM ROAD lyj �. � °; U3 <028. g4 o, >' 15.40' > > Q H z 6Ep w CC O H ---------------- - - - - -- -- ._.... H 8._...... -' - o TOP = •6e8-- Coco. w e ft of i5" Dia. o @ ''-c —.959% NOTE B W/� W � MH w I~-- U� H � H � H N t"t H rSEP, I - I _. - 4 ... - - - - - -- - - - ... - -- - _- - o � L �� _ �, X _.. 1- - - o t- H t H • a: -• II •= w "'" a-1 LO D H H __ ._., � Z © . �+ Z H Cn ►-� X W j I"1 H .� - - - - -- /Z O' p a_.__ too f t o f 18" t' SEP. 0 it � OW r � Z ...._ a ""'A� W X o ~ - - - - -- - - -- - - - -- - - - LU-- - - - - -- -- - - - - -- -- - -- to t, --- - - - - -- - - -- -- - - -- -. .. _._.4 - -- - - - - -- -- - - - -- - -- - - - - -- - .. -- - - -- - - - - -- - - - -- - - - - - -- ® 36" Dia. - - - EXISTING CP @ 1. - - 10 .58 ft of 36" Dia. @ 1.76 9K f 15" is • 1 ZZ 87@ °1° �' SEi XW UCTURES U1 AND PIPE N o O "�" / 135.01 ` " qj -- .__---- .._._...- _AR �OUTFALL 1NACC:ESSILE._.AT T.H lS...TIMEb .... ...... o °° - °6° w. ,� .✓ _.... °r.. FT-. ... _ _ - % ft of i "pia• __ - .� AN �+ i t- ...— ""'. H �NA�. H i Z.� Z19 Z7' M° Z`5EF' /� ` 8 SS > 1 �; �; _ W.. f i5" Dia. �.....•� M @ f I ! f I �° 3. � Z07. 54' ft of 4• pia N • �,,•�•� o 20c 13 �-�- f t o f " 18 Dia. Z 7L —f =r r�n u f 00 ,.,,,,''" -- - _S9 "•• �.. - .... .. ........_ .. __ ... __ _ _.. __ _ _._.... __ . . -- - -- H �'y P 5Ep + Z 74 % RCP lJ H 11 �, b� N CLASS 4 RCP ~ M • 8 S d • dNc p u off 0 o o ._... ._ .- - - - - -- ............... _ ._...._._...... _. _.._ _ ._ ........ - _ A H H H W W If a O H F t .410' t .,� I «� a .•- 0 ..--- ti 9 ft of 15" Dia. __.. __. _.. G > ,,• . 96 ft � of 18" __ I H t4 v-s ft if 8„ Dia. @ 0 S /�.l5% 1. 7 ° /° 41� ft of 24" Dia. @ I Z. Z5 0 g-._... a- n _.... _.. -,. _ _ _.._ - ri... - O t� ---- - -- -- - °- - -- - - ..._ _ -- -... __ . ..- - ----- _........ _- - - - --- -- . . - -.. . _.. _... _ ._..._ ... _..._.. J� • O s 3 t I . I . = 570. i0 = 569.80 I 0 570 00 0 +00 1 +00 e +uu J +uu 4 +uu 690 670 660 1350 640 v.vv ei >- Q J -. 4p (_ COY FARM STA 7 +60 CORY FARM ROAD lyj �. � II U3 <028. g4 o, >' 15.40' > > Q H z 6Ep w CC O H ---------------- - - - - -- -- ._.... H 8._...... -' - o TOP = •6e8-- Coco. ; , , e ft of i5" Dia. o @ ''-c —.959% NOTE B W/� W ` MH w I~-- U� H � H � H N t"t ,r rSEP, I - rn _. - 4 ... - - - - - -- - - - ... - -- - _- - - - - - - -- - - -- .. . - _ rn _.. 1- - - o • a: 1` II 8" w "'" a-1 LO J � Z © . 117 j I"1 H .� - - - - -- /Z O' - - - rn too f t o f 18" t' SEP. 0 it � OW r � Z ...._ H ""'A� W X t O - - - - -- - - -- - - - -- - - - LU-- - - - - -- -- - - - - -- -- - -- --- - - - - -- --- - - - - -- - - -- -- - - -- -. .. _._.4 - -- - - - - -- -- - - - -- - -- - - - - -- - .. -- - - -- - - - - -- - - - -- - - - - - -- 4.00 ft of 36" Dia. - - - EXISTING CP @ 1. - - 10 .58 ft of 36" Dia. @ 1.76 9K f 15" is • 1 ZZ 87@ °1° �' SEi ST UCTURES U1 AND PIPE t a o / 135.01 ` " qj -- .__---- .._._...- _AR �OUTFALL 1NACC:ESSILE._.AT T.H lS...TIMEb .... ...... .. . ... ...° °° - - - -- - - 1...... r 1.57 % NO _.... °r.. FT-. ... _ _ - % -- - - __ - .� AN WERE NOT CHECKED. H �NA�. H i Z.� ,— --~ M° /� ` 8 SS > 1 �; �; _ ft f i5" Dia. ", _,,,, M @ f I ! f I �° 3. 8! Z07. 54' ►- �,,•�•� O 20c 13 �-�- f t o f " 18 Dia. —f =r r�n u - -- -- ___ -- _ ,.,,,,''" -- - _S9 "•• �.. - .... .. ........_ .. __ ... __ _ _.. __ _ _._.... __ . . -- - -- �'y P ft o e Dia. CLASS 4 RCP ( �, CLASS 4 RCP ~ M 0 o o ._... ._ .- - - - - -- ............... _ ._...._._...... _. _.._ _ ._ ........ - _ W W If O ,/• F t H t .,� I «� a .•- 0 ..--- ti _ -- -- - - ---- --- - ----- ___.. _4 _ ___.. -- _- _ - -. __.. __. _.. G ,,• . 96 ft � of 18" Dies t4 v-s @ Ti7�4.7T7� 0 S /�.l5% 41� g-._... a- n _.... _.. -,. _ _ _.._ - ri... - O t� ---- - -- -- - °- - -- - - ..._ _ -- -... __ . ..- - ----- _........ _- - - - --- -- . . - -.. . _.. _... _ ._..._ ... _..._.. J� • O s 3 t I . I . = 570. i0 = 569.80 I 0 570 00 ±� n... nn.4.. A iAA ^�1/ln '�lntl a- t.nn +nfl S +OC} 690 670 660 1350 640 v.vv 1 +00 640 670 6201 660 6101 650 6001 640 5901 ei >- Q J -. 4p (_ COY FARM 4• WL 0 T VO TBR. lyj �. � II to o, >' 15.40' > > Q H z 6Ep w CC O H ---------------- - - - - -- -- ._.... H 8._...... -' - o L Coco. ; , , e ft of i5" Dia. o @ ''-c —.959% NOTE B W/� W ` W B" WL w I~-- U� H � H 1 +00 640 670 6201 660 6101 650 6001 640 5901 rz' �Y EX 4p G PIPE. COY FARM 4• WL HEADWALL T VO TBR. OAD �. � II to a 15.40' > > Q H z 6Ep > H ---------------- - - - - -- -- ._.... H 8._...... -' - o e Coco. ; , , e ft of i5" Dia. o @ ''-c —.959% NOTE B �.VJtO 1 +00 640 670 6201 660 6101 650 6001 640 5901 1 +00 640 650 5 30 640 620 630 6'10 62C 600 61C 590 60C 2 +00 320 61(� lI' 590 580 570 ST EX ND EXISTI G PIPE. COY FARM EX. HEADWALL T VO TBR. OAD RT. 250 O r' to a "�••� > Q H z > W > U W 1 o SEE e >I o i' NOTE B : W ` W B" WL w I~-- U� H � H � H N t"t ,r rSEP, I rn i W �r r j z W _ rn ( o • a: 1` II V w "'" a-1 LO J N Z © . 117 j I"1 H .� - - - - -- /Z O' - - - rn too f t o f 18" Dia . 0 it � OW r � Z ...._ H ""'A� W X t O I - - - -- - - -- - - - -- - - - LU-- - - - - -- -- - - - - -- -- - -- - - -- -- - - - - - -- - ----- - - - - -- ----- ------ - - - - -- - -- - ---- --- -- - - - - - -- - - - - - -- - - - - - -' 4.00 ft of 36" Dia. EXISTING CP @ 1. fi495 10 .58 ft of 36" Dia. @ 1.76 9K 1 +00 640 650 5 30 640 620 630 6'10 62C 600 61C 590 60C 2 +00 320 61(� lI' 590 580 570 0 +00 1 +00 560 640 640 62'.0 630 61.0 620 600 610 590 j 4 j i ST 1 +10 .Z V COY FARM Z j i OAD O r' to a Q I Q H z > W > U W �C9 o SEE L{ I Q II �► o i' NOTE B : in ` W B" WL w I~-- U� H � H � H N t"t ,r rSEP, � j rn •/� �r r j z W _ rn ( o • a: 1` II V w "'" �_.....__...__.__ �� J N Z Z Q H . 117 j I"1 H - - - - -- /Z O' - - - - -- - ...... -� 30- -88- f t o f 18" Dia . T- =_,12% I.84% ~ 0 +00 1 +00 560 640 640 62'.0 630 61.0 620 600 610 590 j 4 j i 1 .Z V � N °'' m� '" 41 Z j i H m CL C1 L W to C'V I I f Q H z W LIJ = CD H > �C9 o M L{ I Q II �► o J a : in ` H Z w I~-- U� H � H � H N t"t .� f i � j rn U r.� CD a to _ rn ( o � > Cn ® w "'" �_.....__...__.__ �� J N I Z !Z H 117 j I"1 a. H OO O ,..t 1'O Cj j ~ OW r � ...._ ""'A� W t O I ® / .� �.� f 15" is • 1 ZZ 87@ °1° �' SEi t a 135.01 ` I` Cn , r 1.57 % NO _ O .� I � � H �NA�. H > 1 �; �; ft f i5" Dia. M @ f I ! f I 3. 8! 640 'Z7 5 +00 6 +00 0 +00 1 +00 2 +00 3 +00 4 +00 AL_L STORM DRAIN PIPES ARE RCP UNLESS OTHERHI I S NOTED Note B: compaction shall be a minimum of 90% in accordance with the American Society for Testing and Materials (ASTM 0 -1557) and within 2% of optimum moisture content. Maximum lift height of material shall be 8" loose thickness. 650 340 330 520 610 � r I _- _____.___ .._______._ _ J 1 ..nn " "ro+M.T" X \ M _ \ ��/ / /- \ Q y�c' �: /' - \ \ / o / - � END SECrIora \ \ '�M ' y,, ,. iv �j , r - \ 0_ - 0 ' ' _ F _ r - _ , , , ccr �. r .,,�� r X0 r r Q 1 /J e \ \ O C , \ \ \ B 'r \ \ \ , r C /// //` ,, l � cam„( � ;�..f`y�.y "L-. •�. w�, ��.` `•. `^tea. ,,, ." ` , r o :+. �.a" �`�. •�'+y`5,'g� �•\ \.. \ r ay �y^y �\ Yom.'..._.. ` \` 4 \ L . ; _! MQ �-, �, \ tit ___ ..... .,y Yr �4 2 r - =- _._ __� - �}ti FILTER FABRIC �7 , , w _. _ ._ .___- - CLASS I RIP RAP �-! -� _ mm _ _ w._ _,_ - __ _____- _ ___ _.._. .� Nv ._.__ __.__ __ __. _ mow__- -'- __--. .____ !' �__- -_ -_� SLOPE - '3.3% 1 t ?, _.__. _ - - -. _.w_ - - -- - _. w... w __ ' _ ti rm ,' i T N PAC TY x.4.7 cft3 T N � SON .r�T� CA I j f f � l � +, �^y �� V ,.t CHANNEL SECTION -� =J `'" V._ `r SCALE: 1 "'� 'r,. -• ,r }� }\ �� FROM A TO B - A;° N.T.S. I i REVISPONS 3- 27 -96, PER VDOT COUNTY & ACSA 5 -7 -96, PER COUNTY 8- 23 -96, APPROVED 6 3 =97, AS - BUiLTB 3 27- 2000,_ AS _BUILT REV'S. ' DATE DEC. 22, 1995 r SCAL.E HOR . 1 50 VERT: 1 " = 10 ' CONTOUR INTERVAL 2 FEET Z Q H Ci .Z V J (� Z CU o H m CL m C'V w • Qv Q H z W LIJ = co ® o M L{ I Q II �► o J a U in H Z w I~-- U� z aJc .� �r -�r rn U r.� CD _ rn o W > Cn ® w "'" cc J Z !Z H z Q Z w REVISPONS 3- 27 -96, PER VDOT COUNTY & ACSA 5 -7 -96, PER COUNTY 8- 23 -96, APPROVED 6 3 =97, AS - BUiLTB 3 27- 2000,_ AS _BUILT REV'S. ' DATE DEC. 22, 1995 r SCAL.E HOR . 1 50 VERT: 1 " = 10 ' CONTOUR INTERVAL 2 FEET Z Q H Ci .Z LL. J (� O m Qv W LIJ = O I— J CC a W /.�� M I L{ I Q SHEET 11/15 • i