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Home My WebLink AboutSDP201000035 Plan - Other (not approved) 2010-09-01VICINITY MAP: 1" = 500' ALBEMARLE COUNTY, VIRGINIA PRELIMINARY SITE DEVELOPMENT PLAN GENERAL CONSTRUCTION NOTES PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1- 800 - 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. 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). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE- RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A Z OVERHANG IS POSSIBLE. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30 ". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO -WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE -WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21 -A STONE BASE, WITH UNDERDRAINS (UD -4, ETC.) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N -12 OR EQUAL W/ VDOT STANDARD PBA BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN'' /� INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN I/2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS. SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING / HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. (SDP #2010 -35) '' APRIL 26, 2010 ,�y�, -� REV. SEPTEMBER 1, 2010 ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 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 THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 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 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MUULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WIITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION, 2. 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 OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEW /AY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISIOIN PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULLAND'VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL EiE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW' THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND (CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAAER:A INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. STANDARDS AND SPECIFICATIONS 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS; REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. DATED 2003. SURVEYOR'S LEGEND BH BORE HOLE BM BENCH MARK CO CLEAN OUT DIP DUCTILE IRON PIPE E SANITARY SEWER MANHOLE IF IRON FOUND MF MONUMENTFOUND PF PIPE FOUND PKNS P -K NAIL SET S SIGN WM WATER METER WV WATER VALVE 240AK40 = 24" OAK W/ 40' CANOPY DIA. UTILITIES LEGEND GAS LINE GAS PHONE LINE PHENE- OVERHEAD ELECTRIC UHE SANITARY SEWER S UNDERGROUND ELECTRIC UGE WATER LINE H2O EX. STORM DRAIN LINE PROP. STORM DRAIN LINE DEMOLITION LEGEND REVISIONS: TBS TO BE SAVED 1. 9/1/10 PSD COMMENTS FROM COUNTY/VDOT /ACSA/RWSA TBR TO BE REMOVED EX. EXISTING SITE ELEMENT TO BE REMOVED X l TREE TO BE REMOVED t f -- UTILITY LINE TO BE REMOVED SHEET INDEX: SHEET 2 EXISTING CONDITIONS SHEET 3 OVERVIEW SHEET 4 SITE PLAN SHEET 5 SITE PLAN CONT'D, ROAD PROFILES & TYPICAL SECTIONS SHHET 6 LANDSCAPE PLAN REVISIONS 1. 09/01/10 PSP COMMENTS FROM COUNTY/VDOT /ACSA/RWSA APPROVALS: O o p H� �r �� j l Lie. No. 35326 W ,-0 IP ONA1, FIRE OFFICIAL ACSA VDOT SITE DATA DEVELOPER: GREEN EARTH DEVELOPMENT GROUP; 111 MONTICELLO AVE., SUITE 104, CHARLOTTESVILLE, VA 22902; 434 - 817- 2436(P) 434 - 817- 0664(F); CONTACT: MARK WATSON PROPERTY OWNER: CROZET DEVELOPMENT SOLUTIONS, LLC; 111 MONTICELLO AVE., SUITE 104, CHARLOTTESVILLE, VA 22902; 434 - 817- 2436(P) 434 - 817- 0664(F); CONTACT: MARK WATSON TAX MAP / PARCEL #: PROPERTY ADDRESS: PROPERTY SIZE: ZONING: MAGISTERIAL: COMPREHENSIVE PLAN: DRINKING WATER WATERSHED: TAX MAP 56, PARCELS 6,613, 6C,6D & 6A1 1194 BLUE RIDGE AVENUE CROZET, VA. 22932 9.916 AC. R -6 RESIDENTIAL (6 UNITS /AC) WHITE HALL CROZET COMMUNITY - URBAN GENERAL (CT -4) LICKINGHOLE CREEK/SOUTH FORK RIVANNA RESERVOIR TOTAL # OF UNITS / DENSITY: 59 UNITS = 5.95 DU / AC DENSITY BONUS FACTORS: NONE ` WAIVER / VARIANCE PERMISSION TO TEMPORARILY TERMINATE ROADWAY SHORT OF PROPERTY LINE & REQUESTS: STORMWATER DETENTION WAIVER BASED ON MS -19 �( I�li7 � SURVEY SOURCES: TIM STANLEY LAND SURVEYS, PLC (434) 589 -8395 DATUM: NAVD88 BENCHMARK: NAIL IN CENTER OF BLUE RIDGE AVE, ELEVATION 698.02 LAND -USE BREAKDOWN: LAND -USE SF AC 0% BUILDINGS: 41,980 0.96 10% q ROADS /SIDEWALKS: ASPHALT PAVEMENT 29,224 0.67 7% CONCRETE PAVEMENT 11,694 0.27 3 % - - PERVIOUS AREWOPEN SPACE: 349,032 8.01 81% TOTAL SITE ACREAGE: 431,930 9.916 100% SETBACKS: FRONT SIDE REAR 25' _15' 2( ' 1. In The cacti of ¢rwnlu)ilP.s, where conunon wars am, '.. plaiod uFun sick prolvrh� lines, the side card setbacks MAX. HEIGHT OF STRUCTURE: 35' V % NUMBER OF EMPLOYEES: NOT APPLICABLE RECREATIONAL AREA: 59 UNITS X 200 SF /UNIT = 11,800 SF REQUIRED PASSIVE OPEN FLOODPLAIN W/ BOARDWALK = 54,500 SF PROVIDED TOT LOTS = (1) 850 SF + (1) 1,200 SF = 2,050 SF PROVIDED TOT LOTS SHALL PROVIDE THE AMENITY EQUIVALENT OF: ONE (1) SWING W/ 4 SEATS ONE (1) BUCKABOUT OR WHIRL ONE (1) SLIDE TWO (2) BENCHES TWO (2) CLIMBERS LANDSCAPE REQUIREMENTS: 18,000 SF OF PARKING AND VEHICULAR CIRCULATION AREA IN BLOCK C 17,000 SF OF PARKING AND VEHICULAR CIRCULATION AREA IN BLOCK D PARKING DATA: BLOCK UNIT TYPE # OF UNITS REQUIRED PROVIDED LOCATION A SINGLE- FAMILY DETACHED 5 10 10 ON LOT S �j(4•Fa'K. �II.VtM4"^ B TOWNHOUSE (FEE SIMPLE LOT)1�w� NO GARAGE ( 225 PER) 4 9 4 ON LOT 1 -CAR GARAGE (225 PER, 10N LOT) - 5 ARAGE - , 18 _._ -... 7... ON STREET subtotal C CONDOMINIUMS (CONGREGATE PARKING) � _.COTTAGES (20PER) _ 22 _44 49 '22• 63L-Oa�- G D CONDOMINIUMS (CONGREGATE PARKING) 3 -BDRM W1 1 -CAR GARAGE (2 PER) 8 16 8 N GARAGE 2 BDRM NO GARAGE (2 PER) _. 4 ,,.. 8 8 UNDER BLDG t -BDRM STACKED FLATS (t5 PER) 8 12 8 LINDBR BLDG .... _ 12 PARKNG LOT...._ ;?0 VKI 7 ON STREET subtotal --V-' 20 36 43 2 l7 TOTAL 59 117 129 _ 5-�7 L) K n5 TRIP GENERATION ESTIMATES: LAND USE AVG. WEEKDAY TRIPS WEEKDAY PEAK HOUR SATURDAY SUNDAY (VPD) AM (TRIPS) PM (TRIPS) (VPD) (VPD) SINGLE - FAMILY DETACHED 9.57 0.75 1.01 10.1 8.78 5 47.85 3.75 5.05 50.5 43.9 _ CONDOMINIUM / TOWNHOUSE / DUPLEX 5.86 0.44 0.52 5.67 4.84 54 - 316.44 23.76 28.08 306.18 261.36 TRIPS GENERATED 364 28 33 357 305 REFER TO TRAFFIC IMPACT STUDY PREPARED BY RENAISSANCE PLANNING GROUP DATED JULY 19, 2010 SITE NOTES: 1. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND IS WITHIN THE SOUTH RIVANNA RESERVOIR WATERSHED. 2. A PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN. IT IS IN ZONE W AS NOTED ON FIRM #51003CO229D, DATED FEBRUARY 4, 2005. 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS MIX OF OPEN SPACE AND WOODS 4. ROADS WITHIN THE PROJECT SHALL BE PUBLIC. 5. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS. 6. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 3 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE OWNER'S DISCRETION AND ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. T UNITS ARE EITHER FOR SALE OR RENT. 8. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED INTO A TOWNHOME SETTING, THE BUILDING(S) THAT OCCUPIES THAT SPECIFIC LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. 9. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 10. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED IN VARIOUS AREAS THROUGHOUT THE SITE. 11, DUMPSTERS WIIL BE PROVIDED THROUGHOUT THE SITE FOR THE CONDOMINIUM UNITS. ALL OTHER UNITS WILL USE ROLL -OUTS FOR CURB SERVICE. V (A T ' f w "` T )) �- S W U k v ` .r C/) W H 0 z z Q J d ZZ QW a w � w W > w � w w a i� U� w Ury Z LU 2 2E O U U) a. O T_ O N o O O N d' i II (Y O U i J J_ >) U) Z _O OF / I cn I '\ l I / EX. g0'F�IVATE TMP 56A1 -01 -33 1 TMP 56A1 -01 -30 / / R 04 _ EX. I I , MICHAEL J. MARSHALL OR ALICE R. MARSHALL DANIEL F. OR ANGELA SHEA DB1PG: 1160/496 / / 9g > STRUCT. DB /PG: 2413/214 TMP 56A1- 01-33A / a0 ACRES JAMES L. & DELORES J. BABER I 2.258 ACRES / Op, /� a SSMH 0.464 C S DB /PG: 1990/389 O VACANT / / Z 0 �IM 719.86 SINGLE FAMILY RESIDENCE t SSMH 0.425 ACRES R -6 / �, w V. IN 712.79 SSMH R -6 EX. WATER � i RIM 720.48 L ; I / 1 ' I I I V. OUT 712.63 RIM 719.94 1 SINGLE FAMILY RESIDENCE METER / 8 "ACSA SAN. R -6 1 ° P INV. IN 710.24 11 ' I. t L_ INV. 1N 712.24 I EX. 30' PRIVATE F INV. IN 710.23 / / I , __�. _.T._. _ INV. OUT 712.19 - - - - - - - - - - INV. OUT 710.20 _ / _`X.81/ - - i 11 / / /` -__ S s s s s s s s s :s MP 56A1-01-42 '� EX. 8 PV ss T / / r' - - - - - ORLI/ Y- B RBARA BRUMBA K -... s - s - - - 100, I ; , - -- - DB/PG: 726/637 S. ,l �.. I I PP- w \ �� - - - - cn �� 0 406 ACRES ' , \ L � � 6- SINGLE FAMILY RESIDENCE / , i r -} I- -'V ; - / ; , / V \� �_ N -� EX. O r ; '- TMP 56A1- 01-326 STRUCT / AMES L. & DELORES J. BABER E ; \ �� _ Z i / / ' ' o _. EX. �1Z0 DB /PG: 1222/394 - - - - - - - - �1 ' Zj , TMP 56A1- 01 -30A / i \. , \ _ _ 1111 - - - - - -- - ! r , - - -- - '77 / STRUCT. II 080 ACRES- - `� / MICHAEL J. MARSHALL OR ALICE R. MARSHALL _4 o / ` '' \ \ -,, T - A VACANT _ - -_ - ` 11 , M P 5�A� _ 01 32 , ,, -' � `� � �' _- ,-- ,1111_ DB /PG: 1160/496 " / ' t I - R ZE R -s - -- TMP 56A1 -01 -32 0 �� 1111_ -1111_- _ 2.635 ACRES f j � / \ - IT TROY W. L fR EX WATER - VACANT / ' 4 DSIP 2194/ 58 \ JAMES L. & DELORES J. BABER METER ' ; / , / cr '\ DB /PG: 590/474 R -6 / I / \. 0.260 A S I r \ 516 ACRES \.. SINGLE FAMILY S ENCE 0 _ E r, \ I \ TRUC _.__..s - _ -- / \ \ R -6 SINGLE .FAMILY RESIDENCE - / J "1 ! `, �\ I "-I,-- - _. - R -6 STRUCT. O- i 1- 0 ..,.,.,,., . �\ DR/ EWA , `� / { / 1111 r ! TMP 56A1 -01 -44 11 1111 - \ - �( WOODS o N56 °10'33 "W - - - MARY M BELEW zz- _ 6 35 33 = " _ \T - 1 11 1 - 1 1 1 1 - A- 1 �o - - - 293 63 , , N5 Il-I _ '125.64' pF' , :::- - i (9 i� DB /PG: 1119/001 % O . / _ % \ 1111 ',, , ", � \ 4 1111. 1111__- o:....... j 1_0 , / t / \ _ °va SINGLE FAMILY RESIDENCE _ - --- 11.11 _ _ �� ✓ \ \ '\ \ \` \ X a R -2 , 6' =:1 / \ �,'� , s I 1 ..... 00 O \ \ \. \ ``/ OPEN -� _ _. ..:P , , - 1 ,, TMP 56 C _. / , \ ET-DE SOLUTIONS, LC CROI m - _ 1111 '� \ � `- 1,111 Z VELOPMENT SOLU S L \ I DB /PG 34 6 /. / \ _11 -11.. ~ �1S 1.000 ACR S2 f " 0 ,1" , \ \ ` VACANT / �O �\ \ _ R 6 P', / ` \ ' - _ 4-✓ t it (}, y , �\ \ , \ , \ y✓ _ . f , \ 1111.. ._. _• 1111 \ / . ,. `,, BOUNDA LINE T 11 N , // , �., BE AB NED �-� , \\ _ . TM P 56A1- 01-458 0 I o cr� / \ ` _` I _ s M ,; RUSSELL MACFARLANE LAFFERTY & SARAH ANNE _ 1111. ,z """ -1 - / \ \� ) FHA -i \ , ' / \ \ \ J�� \ \ ~' - -- ----- '� \ MA /N ' b _ # a _ DB PG 8R 042 I , // .\ 1\`, ,/ 0.945 ACRES I /) z `\ WOODS � 1111 \ `, I ,� X.'T E NE / / \ ` ` TYP. l ' 7 \ E.Y SINGLE FA RESIDENCE ,/ \ \ \ _ - 1 ,.. 11.11 _. - OR /1/EWAY R -2 11 0 i /I l \ \ 1 TMP 56A1 -01- 1 , ETLANDS � \ ` � � . �.,,. ,` , _. A \ % i MICHAEL J. MARSHALL OR AL E R. MARShi I \ \ �I 0 J ��, \ ,�?� DB /PG:116 496 ' .111.1.11 , / , O 0 696 A ES ' `ZONE X 30Q -YEAR FLOOD \ ` - - _ - , \ - -- r \�. STRU TURE TO - = G: ,111,1 �� W ,�' VACANT �� 1111 1 ,, ,� I ,, LIM�.TS FROIv1 FEMA �IAAP `��,. A ,. .� 1111 1111 --- .,. _. -,., 1111_. 1J(1 � - -1111 1 � - _ - U 1111 � ` EX. 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O P/ / �M _ -- .1111- J - CO22.9D, 02 -04•Q5 J .. 4003 \ 1111... .70 \ _ 1111. _ . ..._... ;' -, CRpZ OPME SdLUTIZ4NS, L C STRUCTURE T \� � 7 6 . ET DEG €L - 1 r ,, nor 11.11 , ; / O \ \ � % 4' �� . a° �, ' q 1111 " , REMAIN ° d ti. \ 5.�0 A n1E S ,___ , I _. `„\ - WOODS / BASS FLOOa ELEVATION _ sg _ _ -_11 �. I 1111 ' ! tb�i / _ FROM FNMA MAP �\ 1111 _� - '. SMIT - _. _ Z 1111_ , / in -. , V � I 11 S \ I - -- -- - , "g _ 6 •' 1111- ..._ __ ` \ �,i� ", - cn RIM 715.82 _ - - 11.11: / 0 1 / s / 51 03CO229D, 02 -04-05 - _. 1111 y , Q , 1111.. 11.11_ 1111. ,r ' a09` \ \ \ \, - - - _ - INV. IN 707.16 1111_ ..- ' i, r j Fes/ - I - - -- - - -- \ \ INV. OUT 706.98 11. �/ - - _ _ \ i / P5 `_ \ \ , f \\ / \� `\ / 1111 1111... _ .. _. .. , _. 1111.. __.._... i , \ i / of 1 , - _ 1 ' \. 9.916 ACRES .` .. 1111 _ 1, _. _., EX WA w, , s \ 1 W METER _. \ \ J ,'' \ °�� \ �\ --- -_ _ _ \ TMP 56A 1- 01 -45A2 J _ _ ° \ 5 \ .........� _. 1111_. `J \/ 1111__ -_ `. I ,1. , i _� 1111._ _.� - JA WARD 5 I CTUR �'O / CO r �i8 _ - - _ _- ,� 1111__ _ 1111 56 S\, E,Y JAMES B B PG 617/N49S K r gP - \ \, CtROZET D_EVE OPME7NT6SOL IONS, LAC REMAI `� ,1 11 STRUCT 1111 ! ; -` , i / - _ `",,. 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BE ABANDONED, I > E \ I %� , • • "..7(, 1 / • � • ,/ / / - - - 11.11_._ ,•\ \ \ �` �` �:. �\ ''�, TMP 56A1- 01 -45A4 �\, t 8�_.__ -_ / 1 0 " ��. 1111 0 _ _ _ 56 °09'07 "W_ _ _ _ \ ,\, t,\ `ti ALEXANDER E. OR RUTH ANNICK S. _ , / 1 \� 1111_ r T �/}-�... % ,,\ - f� , - -r-r�/ - N56 09 07 W - - 27. \ N56 09 07 -N _,�_ \ 11-11__ _ _ .�� _ _ �� y-- _ � 8' � 1111 -, -� _ 1 .86 - -~- / SALOMON " - -� \ \ \� v DB /PG: 3419/294 POWEL CAE �'�-� \ \� s' _ s �__ 1111- TMP 56 -6A - _ ` yw` 0.941 ACRES \. s \�� ,\ iy3 _. 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IN / __\_ � i j ``� ' �. - - �l �nl� I� 683. 2 _ ,\ 1.076 ACRES ` \ VACANT \ EX. �- M i RWSA \\ �"�` , 1111 - __ - _ I , 0 \ \ r _ �.__ -- � _ 0... ch SMH 11 \, \ - R -6 - -. 1111, . \ STRUCT. RIM 88 SSMH \ ch - _. - '`_ _ -- ____ _ -1111_ -. _ 11.11 _. / RIM 678.77 y � \ \ \ \� � - _ 13 1111 11-11. __ \ __ 'INV. IN 672.65 . 1111 z . . S+ - 1111_. 11-11.. 1111 _ - 2.51 \ �` -\ ' \, � \)S ✓,.- - -, _ 1111 _ _ _ - 0```` � 1111... � ��. 1111 ,, 1111 -- 1111 \ 11.11__ 1111.._. ' 1111. \ � \ \ \ �� .. _. � 1111.. \ ti INC7,OUT 67 _-. ,` `' - - EX D `� \ 11.11 _ . -- --..�. .. \ s % w _ _11__11 _ _ ..... ___ _. __ _ 1.111_..._ 1111 _ _ \ .-- _- . 1111. -. �� ` \ \S \ ' \ . ��~ / �„� -` - `` 675 1111- 1111 _ /`� `\ ,. I _ \ - V \ \ \ \ �` ' \ ' , \� h __ -_ ` - --- ` 1111- - / / S / fi `�� IN. _._.IN_ &78 07.__. -�_ 1111_..,. 1111 , �- 1111. �-- 1111 % \,�, ,1111. ,,-. \ t „ ` I EX. 20 ACSA +, ___ ___._._ __ \ / .- \ _ _ '' _ / ` \ \ ,t - / 1111. \ EASEMEar �� s s - \ � �_ 11.11._ \ ' � 8" �N _ _ i \ `2 0 \ �� _ �\ / INV. IN s75 3 EX� ED) 6 , - 1111_ \ �� __1 __ 1111 'z �; / �K _ �aZo _ r 8 "ACSA SAN. o �/ �s ., _.a °� 4 D1 s � � � -�_ 11.11.. ..6 �, _ P , \ -�__ SEWER / � � �.._... CO- 0 `' " S , 8 RWSA SAN. SEWER ' \ \ , �,,.. �6� g _ p CROZETINTERCEPTOR / 'S / \ s \ � \\ NS • ,., 1111 G - 11.11_ 1111__. l� \ � 1111_- R O � • �� \� '� \ / s _ JP� �e a___ \ / �- . - .SSMH (ACSA) ..1111_- `"� 11 \ \ s ` \ - RIM 672.90 \ � 1111- __. N,L'TH op L `., t�\ 1N� IN 664.05 / \ a 3 - O�`� j�- \ \ `•� \�j0 INV. ,OUT 663.95 / N 6� EX. 20 RWSA s \ ,. _ _ - _. ��\ \ - - - 225 v r� N� o EASEMENT \ - -- - - n � \ �` \ ` `. `;, \,, \ ,, - g 692 b x _ , 1111... 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DB /PG: 2413/214 TMP 56A1 - 01 - 33A /I I RI 71 9.6 8 0.464 ACRES JAMES L. & DELORES J. BABER V. 2.79 / - SINGLE FAMILY RESIDENCE DB /PG: 1990/389 INV. OUT 712.63 SSMH R -6 0.425 ACRES EX. WATER QA RIM 719.94 I SINGLE FAMILY RESIDENCE METER I PP SSMH INV. IN 712.24 R_g RIM 720.48 EX 30' PRIVATE INV. OUT 71 2.19 _ — I - —I -.. - - INV. IN 710.24 INV. IN 710.23_ // / 1 1 l I� I '_ S -- s S - -- S __ s EX. a "PV�ss s s - -- s s -- s -- s— s - - - -- s S INV. OUT 710.20 TMP 56A1 -01 -42 __. EX. BARBARA BRUMBACK if 1 xx��, ppONTF OH _� -�� -- - -- -- - - -- — - -- - -- — _ - - - _ DRIVEWAY = -= ,� pQ A DB /PG: 726/637 / / cn 0.406 � 1� / / / ACRES SINGLE FAMILY RESIDENCE RWSA (RWSA) --- SSMH ' To - 72.25' RIM 673.59 - S �\ Inv. In= 663.33' S 8" RWSA SAN. SEWER lay. OUt= 663.25 'rRn7FT /NTFPrFPTnR' 0 V _ Cei W r (0 N (n H Z W 0 U a- U) m O (/) Z o 0 N O � O W O of ■ Z a J a z w d O Q w z > c� w � D > W w F-w 0 � U n/ Q w LL W Z C a J J � O W ~ U) (n H Z W 0 U a- U) m O (/) Z o 0 N O � O W O of ■ IF - -- -- / -- --- - - - - -- -- - -- TOT LOT r., . (1,200 SF) � l Z l / DEDICATE R.O.W. FOR FUTURE / / I I \ I 10 EXTENSION OF ROAD TO TMP 56A1- 01- 30A &31A TMP 5 A1- 01 -3,2A TIR W. ZELLER' FHA I I I ' D 8 00 0ACRES -1_ TE PORARY SINGLE,,`FAMILY RESIDENCE _ _ -�i / TURN- AROUND __ O / �� / I I I \, r R -6 - - \ VDOT STD. I I - - - - - - - - - - - - �/ - - v Oo I LOT B12 �' CG -9B, TYP. I WM `5 �. - - - �� MODIFIED pp 2 0 . m T �S CG ; B " ^` f_ 20' ACSA � 11cm) J Co - - -- \ I `\- EASEMENT \ CG -2, TYP. FFE = 710/700 SI f I I HC25 R VDOT R.O.W. Q VDOT STD. - - - - - j 0 � I CG -11 �- � - - - � P. CG- 2,ITYP. n � s • I- I If - I GAR 1 € I I o - I / sPA- 1_ I I _ I _ >, BLOCK LOS A 1 \ I LOT 0911 I 12 NYLOPLAST BASINS 1 I FEE = 709/699 I9' �' g' SINGLE FAMILY RES. w _ \ / IN SUNKEN MEDIAN W/ z I I DWM _ - - _ - - - - - - - - y PER�AB -_ _V�RS_ TYR_ - _TYP. - - - _ - �� _ VDOT STD. 1 _ -- v CURB CUTS, TYP. o - '` C' I I q5 PARKING SPACES ..,., `� TYP. MUSICIANS ROW `r _ I - � CG-9B, TYP. � I 705 N _ _ _ _ _ 1 \ N; I- 1 I I _•. -�__- 8 "DIPW %1s (PRIVATE) - - -� --------- - - - - -- -J I / I I j- W w w w w I w W w �- Jv w w w w w w W w w I w `�o � :� - SCRErNE 'PA ! a 5'R, TYP. LOTS 3 & 4 TO HAVE DRIVEWAY m r I i , i 4 I - - FOR 1jRAS CA ��- - -I SM TO REAR ACCESS OR TO BLUE H LOIN 810 , • - 1 _ 1 -� RIDGE AVE. I I -_ BLOCK B � I FEE 7014q97 DWM O � DIS C. �. �. ✓ } � � �� ' FHAI O LOTS 1 -12 \ I I- �, °+ I� -12„ HD�' 7 w 12° HD E -. 25'R �- I � � 30' ACS N j / \ 12 TOWNHOUSES \ - �� I ~` � \� DI I L i i rs� 1 I T I v- j NCRETE SIDEWALK I LOT B9 -� - �, «� ��„ �� r�� r r� _ - -J (-------------- - - - - -� �, h\ I( { 1 1v. I o y 1 I� FEE - 705/695 GP[ G . , i Q LOWTid12W1� J I -Dj L�W� LpW LQ ROOF /ARCH. ELEMENT ( g�pGE .. \ I I EX. FHA TO C NNECTIONBAN \ , '�'�- - \ -- .� > I BLOCK A (REMAIN _~ / WETLANDS BUILDINGS, TYP. N F, -` �$ \ UNIT C19 UNIT C18 UNIT C17 UNIT C15 I -- UNIT C10 C6 p I LOT 4 1 o 1� \ 1 (NO DISTURBANCE) \ _ m FES \ FEE = 710.00 (FFE = 710.00 FEE = 711.00 FF - 00 UNIT C14 UNIT C13 UNIT C12 I UNIT C11 _ _ FFE = 717.00 > J I SINGLE FAMILY RES. ? I m / { ' 6� \ DWM = FE = 714/70 E = 715/71 E = 715/7 - - _ _• \ \ 713/708 F 9 F 0 FF 1 I w K y O_ v LOT 8 " \ 7 o - �:.. - \\ I - - -' 710 I __ I °' �j s LA--- - - - - -- \ 1 sp N C 1 1 \\ FFE = 704 694 �; \ ` \... UNIT C20 FEN- 71Q.00 a I Q I 14' PERMEABLE PAVER PATH - - - - - - - - - J 15'R j m \ cn >_ TO SERVE AS EMEGENCY CONCRETE ENTRANCE APRON FE - 705/700 n \ \ ROOF /ARCH. ELEMENT - , -. - ._ Dd$,TiaNCrE. 4fv1DT€D'FOR O \ � \� /,� \ V A I MEANS INGI�ES,S /E�RE83� ,ems j,�IGJd7 1 �_ O I LEFTfiURNS) I I = r �d �z SMH CONNECTIONS , ^,.-.. 1 - - - f- - - - - i \ \ OS \ BUILDII�GS`,'TYP - UGE W WM DI \ � � ..� A „i 8" "PRIVAT' PVC S.S. m I \_ Ut LOT B7 wM - - - \ • s s s _ s-- s�' s s s S s 1 s¢ • - -- \ FEE = 702/692 A BOA FFE = 7 700'; SM �( _ ° a �° - - O \` 20' ACSA O UN X21 PASSIVE - -- _ m \ N \ \\ 4y \ EASEMENT \ I }� \ RE NA LOIN I nP _ - - ,. 6� 1 _ -�"� B AREA � I na} i �' � CREATIO L J i 5' P MEA LE PAVER WALKS - U>A \/ � \ \ 'O FEE - 705/700 _,. -_._. 1 LOT 1 I + O'1bIT B�lCiClf6$ - E 1 LOT B6 g�P_ VcS n� \ UNIT C22 22 COTTAGE STYLE CO DOS' 15'R I I O \ FIFE = 700/690 Ly -'UNIT G°4 it UNIT C3 DI CL_. I I � w _ \ O O 1 \a �I - >1 I' -- \ .FEE - 712;0,0' FFE - 712.00 C4 J -� \� v- \/ pV? V \\ MH I I I O V LOT B5 V O WM o`�o.A. \\ • UNIT C8 I UNIT C7 \� \ FEE = 699/689 O� O A A m ( I I I _ 24 -- I C - -- \ FEE = 707.501 FEE = 707.5 mi P IUGT \ \� 1 I ZONE X 500 -YEAR FLOOD \ 1 \ 24'X 24 PERMEABLE \ \ !y \ \ @6.5 ' EA. I I O V A% \ \ P \ V v, UNIT CS I I A z LIMITS FROM FEMA MAP • h' PAVER PARKING PAD, \ \S CONCRETE` ;, w m STRUCTURE TO i�/1/j 51003CO229D, 02 -04 -05 \ ! �9 \\ FFE - 710/705 0 0 P` v _ UNIT C2 I REMAIN ( O \ / A g A�' ( Q EADWALLS v FFE, 710.00 f 0 in I �l r A FEE 6988/ 88 \ 592. �� IT = 694.35) \ w > 1 I _ h 8 WM V vv \� w a w I I I I M PP \ V \ \ v v� _ - -- y -- a � - � \ _ - w UNIT CPS �- _ UNIT�1 co) p62. �� -O 6 \ \ \ _ - RIM �, \, v v S TC6f I RIM 715.82 m r - I I - I INV. IN 707.16 \ FFE - 705/700 FEE - 70 P.50 ",A .0 LOT B3`vQ W \ FEE = 698/688 G \ '• WM \ 7 /; • ��9 <' FFE = 700 MODIFIED 1 a- a m - - - 1 - - -- \ INV. OUT 706.98 `� U fi o� , CG- 4, TYP. BLOCK D1 v 'o�. �� W co, �' ve y CGOI1 STD. LOT 3 / .. ZONE AE 100 -YEAR FLOOD \ C� /gi ° - - - - - - FLARED END pl o O VDO COMMUNITY SPACE OR \ EX WATER / __ „U:� SECTION ------------------ IN LIMITS FROM FEMA MAP / \ FFE = 697/687 \ \ y / /! /O� r / ' �� - FES - - - - - - - - �* J J m L -' ,, \ \ LOT B2 � � D � � � m m jl- STD. CG,1^LB'� \'- \5`INGLE FAMILY RES. J' \ / ✓ `_` y REMAIN TO R M \ '5100,3CO229D, 02 -04 -05 \ \ X \ 9 - ( ) GP HC R P '-~'`� +.r 685 \ 6 0 f � STRUCTURE ALBEMARLE COUNTY WPO �, \ 8 \ / \ �°o> _. rn VDOT STD. -128 ~ co s TO REMAIN f �1.. STREAM BUFFER LINE _ \ \\ � // v�F- Q ® - p BL �- ]� HC -RAMP ___- _. , FEE = 696/686 / 00 \ \ 6' S W _ + 25'R,, - Jv 1 - - 25 R \ \ LOT B 1 / \ 95 \ II ° �� // � • 35'R i I I � 69 FES/ W �� 28.1 T \ RIDGE O \ ' -_. - - - - -- `\ of \685 CROVIDED A \ \ t / 1 W ��' ` CGO 1 STD. o I\ -9 0 _ m -VDOT STD. \ \ \ NEEDED ; 5 (5 MAX. HGT.) DI ��,.� W - I ~0 12 +�0 CG 6. TYP. mARTIJTJ WAY 111 +00 ` - � RWSA W.L. 10 +00 A y RETAINING WALL TIE TO 12 EX. ' - (54 R.O.W.) 1 n O N55 5804 W \. ` 15 �W - d _ LL_ RC_P W -- W w �y - W 213.19' - -� PP \ 7 ff i / O / 8„ DIN W.L. OMM F R �Y fY° W W N W 8, DIP W. W W U) PASSIVE / / \� % ss7.ao7 ' 25 R `y.. RECREATIONAL \ / i - QP� / // \ (A S C _ s` �DDI RETAINING WALL - O DI AREA \ / �� i / /ao \ _ \ FHA I / 3 -- / O - TF)O - � / \ ._ ` 5'R o � ,- 10 R --. �` 5'R (4'\MAX HGT.) " �,, "WM `"- ... °' \ '` � \y = 10'R VDOT ST SCREENED PAD`• .! 35 R ` r / - 1 HC-RAMP VDOT ST NR) \ FIRE _ TYP. FOR S \ \ \ I \ SUPPRESSION CG -9B, TYP. 1 - - -- - , , � 70 m w I o z (y4\ /4 R PERMEABLE PAVERS v r ` I \ SOS E .WATER x 696.30 ° �\ l r , -. V9OTSTi?=-- -- - - -- -- -N -- - -- --- 5 R -- - j SHARED / £C� _SYP 2 5% I \, I TER DRIVEWAY 1 .._ M p 1 O -5'R - - -- I-- - - - - -- F O / } / OR, TYP. ( o l \ � PASSIVE REC. a VN/ 6g4.S0 / / Q Q ]� - -�° - - -- �5� 1o'I i m. �� / S 686 AREA WI 2' SEAT T01? \ / O w F \ BLOCK ��_ I cy i \ WALLS UrVIT l 1/ '6gs / :2gq F I �I NATURALIZED, STONE AND \ FRF 016vB ��lT61j00/ RFF L9 �, 3 I I i I �; I I LOT 2 X00 NATIVE VEGETATION )DRAINAGE CHANNEL TO ED 8 68,001 � UN /T� e �/ UN /T695s p / .; 2" WATER �t" I 0 I CD U I � a ! SIYVCzLE FAMILY RES. I I m 6 EXISTING CREEK 68 A / 10 / F r I n .5 I Q I I V - - -- `+ -_. 1 s\ ;F 1SO FAIT 1�� Ts �t.� I �� I I �� 1 I L - - - - -- -= ------ - F 1S O F METER ¢, vv A a' 0s��N�T sse. I I 6 8 13 � FEE - D 0 50 FF = 699.00 FFE = 699.50 FFE = 700.00 0 C/v0�0�AR 6825. UNIT D4� UNIT D3 -� UNIT D2 -� -UNIT D1 I I �� ! -° 6gS= Z I w 1 -- o o -- -- - -- '�._. •H \�\ �SFS // //1� \ FE 685 I I 6A/B UNIT D5A /B I '� _ - UNIT D8 - f_I -_ ._I_ _ I (} W O A/ ^ ^� EIT 686 FEIT 68 FEE - 686.50 , , 700 I ! Z m 1 - -- - - - - - - - - - -- -------- - - - - -- • TOT LOT I ¢ S `� / r- ill 850 SF 20' ACSA SWALE ALIGNMENT TO BE y EASEMENT �y� \ w f ADJUSTED IN FIELD AS A� 85PVC SS � f 8 TUC UNDE jARKING SPA ES O ¢ B LOCK -A I A Q f \ NEEDED TO MINIMIZE TREE \ �2 �� g %� �� I�� oho m I 695 LOT 1 0 ri DI �/^� REMOVAL R /�q °I(r.S �� J ml'm I SINGLE FAMILY RES. WETLANDS C 441 U-1 SMH - __. f S8 VC SS N S 5 S S • � / m O \ 1 P. 2.5 /0 SMH ~ ao 1 n - - - - - - - - - - \ B \ - -_ 5'R# ) w _ LOC K D \ i I- 9 sus Y I 0 O LOT 1 ` D+ -- - -- - -- 1 0\ " • TYP_ vv POWELL'S CREtK- �� Y 83- STORYCONDOS(FRONT) �� 1S" �� ; A - �� TMP 56-6A _ o _ _ �\ \ 15'w 8 STACKED FLAT 1 -BR CONDOS REAR J _ _ _ _ _I SARA M. MAUPIN l _�-r (REAR) DI VERS A ) - " \ a 4 2 -STORY CONDOS (REAR) Cp 12 PARKII G SPACES !T I DB /PG. 1230/471 W X _ _ PE MEA LE PA - 4.645 ACRES Sf ZZ7 ! f 2O I S W w k4 -- ,, _._ 685 - v ,�. - SINGLE FAMILY`RESIQENCE - J z ALBEMARLE COUNTY WPO U R -6 685 " m I lk IN 685 - 6 4.99 _ , STREAM BUFFER LINE \ LEVELSPREADER?, ,. STR MODIFIED - I'1QP,laf7bG�(T'p. ,1 AT CREEK -� ACSA CG -2, TYP. - �� (NO FILL) T wl EAS ENT Iti I W NATURALIZED, STONE AND _ _ _ 9 NATIVE VEGETATION LINED F S � I \ - \ 680. - � DRAINAGE CHANNEL TO V .. EX. D IVEWAY �� . -..._ EXISTING CREEK o? \ h / \\ L \ \ EX. 1 IN STRUCT. X6.42 RWSA ssMH scale :1"=20' \ RIM 678.77 \ \ \ ` MATCHLINE -SEE SHEET 5 N - -- - -- - -- - - \ no h 0' 10' 20' 40' 160' L a a y WE N 7 TMP 56A1- 01 -32B�- TMP 56A1 -01 -32 0- _ JAMES L. & DELORES J. BABER Z x O 3!.N -co 2i JAMES L. & DELORES J. BABER O DB/PG:1222/394 DB /PG: 590/474 O w z O 0.080 ACRES W lo� z M > VACANT 0.516 ACRES EX. I- N Q b a O U SINGLE FAMILY RESIDENCE STRUCT. � 1 W W Z - R -6 R_6 L�u/ DRIVEWA O u) LL w -1_ TE PORARY SINGLE,,`FAMILY RESIDENCE _ _ -�i / TURN- AROUND __ O / �� / I I I \, r R -6 - - \ VDOT STD. I I - - - - - - - - - - - - �/ - - v Oo I LOT B12 �' CG -9B, TYP. I WM `5 �. - - - �� MODIFIED pp 2 0 . m T �S CG ; B " ^` f_ 20' ACSA � 11cm) J Co - - -- \ I `\- EASEMENT \ CG -2, TYP. FFE = 710/700 SI f I I HC25 R VDOT R.O.W. Q VDOT STD. - - - - - j 0 � I CG -11 �- � - - - � P. CG- 2,ITYP. n � s • I- I If - I GAR 1 € I I o - I / sPA- 1_ I I _ I _ >, BLOCK LOS A 1 \ I LOT 0911 I 12 NYLOPLAST BASINS 1 I FEE = 709/699 I9' �' g' SINGLE FAMILY RES. w _ \ / IN SUNKEN MEDIAN W/ z I I DWM _ - - _ - - - - - - - - y PER�AB -_ _V�RS_ TYR_ - _TYP. - - - _ - �� _ VDOT STD. 1 _ -- v CURB CUTS, TYP. o - '` C' I I q5 PARKING SPACES ..,., `� TYP. MUSICIANS ROW `r _ I - � CG-9B, TYP. � I 705 N _ _ _ _ _ 1 \ N; I- 1 I I _•. -�__- 8 "DIPW %1s (PRIVATE) - - -� --------- - - - - -- -J I / I I j- W w w w w I w W w �- Jv w w w w w w W w w I w `�o � :� - SCRErNE 'PA ! a 5'R, TYP. LOTS 3 & 4 TO HAVE DRIVEWAY m r I i , i 4 I - - FOR 1jRAS CA ��- - -I SM TO REAR ACCESS OR TO BLUE H LOIN 810 , • - 1 _ 1 -� RIDGE AVE. I I -_ BLOCK B � I FEE 7014q97 DWM O � DIS C. �. �. ✓ } � � �� ' FHAI O LOTS 1 -12 \ I I- �, °+ I� -12„ HD�' 7 w 12° HD E -. 25'R �- I � � 30' ACS N j / \ 12 TOWNHOUSES \ - �� I ~` � \� DI I L i i rs� 1 I T I v- j NCRETE SIDEWALK I LOT B9 -� - �, «� ��„ �� r�� r r� _ - -J (-------------- - - - - -� �, h\ I( { 1 1v. I o y 1 I� FEE - 705/695 GP[ G . , i Q LOWTid12W1� J I -Dj L�W� LpW LQ ROOF /ARCH. ELEMENT ( g�pGE .. \ I I EX. FHA TO C NNECTIONBAN \ , '�'�- - \ -- .� > I BLOCK A (REMAIN _~ / WETLANDS BUILDINGS, TYP. N F, -` �$ \ UNIT C19 UNIT C18 UNIT C17 UNIT C15 I -- UNIT C10 C6 p I LOT 4 1 o 1� \ 1 (NO DISTURBANCE) \ _ m FES \ FEE = 710.00 (FFE = 710.00 FEE = 711.00 FF - 00 UNIT C14 UNIT C13 UNIT C12 I UNIT C11 _ _ FFE = 717.00 > J I SINGLE FAMILY RES. ? I m / { ' 6� \ DWM = FE = 714/70 E = 715/71 E = 715/7 - - _ _• \ \ 713/708 F 9 F 0 FF 1 I w K y O_ v LOT 8 " \ 7 o - �:.. - \\ I - - -' 710 I __ I °' �j s LA--- - - - - -- \ 1 sp N C 1 1 \\ FFE = 704 694 �; \ ` \... UNIT C20 FEN- 71Q.00 a I Q I 14' PERMEABLE PAVER PATH - - - - - - - - - J 15'R j m \ cn >_ TO SERVE AS EMEGENCY CONCRETE ENTRANCE APRON FE - 705/700 n \ \ ROOF /ARCH. ELEMENT - , -. - ._ Dd$,TiaNCrE. 4fv1DT€D'FOR O \ � \� /,� \ V A I MEANS INGI�ES,S /E�RE83� ,ems j,�IGJd7 1 �_ O I LEFTfiURNS) I I = r �d �z SMH CONNECTIONS , ^,.-.. 1 - - - f- - - - - i \ \ OS \ BUILDII�GS`,'TYP - UGE W WM DI \ � � ..� A „i 8" "PRIVAT' PVC S.S. m I \_ Ut LOT B7 wM - - - \ • s s s _ s-- s�' s s s S s 1 s¢ • - -- \ FEE = 702/692 A BOA FFE = 7 700'; SM �( _ ° a �° - - O \` 20' ACSA O UN X21 PASSIVE - -- _ m \ N \ \\ 4y \ EASEMENT \ I }� \ RE NA LOIN I nP _ - - ,. 6� 1 _ -�"� B AREA � I na} i �' � CREATIO L J i 5' P MEA LE PAVER WALKS - U>A \/ � \ \ 'O FEE - 705/700 _,. -_._. 1 LOT 1 I + O'1bIT B�lCiClf6$ - E 1 LOT B6 g�P_ VcS n� \ UNIT C22 22 COTTAGE STYLE CO DOS' 15'R I I O \ FIFE = 700/690 Ly -'UNIT G°4 it UNIT C3 DI CL_. I I � w _ \ O O 1 \a �I - >1 I' -- \ .FEE - 712;0,0' FFE - 712.00 C4 J -� \� v- \/ pV? V \\ MH I I I O V LOT B5 V O WM o`�o.A. \\ • UNIT C8 I UNIT C7 \� \ FEE = 699/689 O� O A A m ( I I I _ 24 -- I C - -- \ FEE = 707.501 FEE = 707.5 mi P IUGT \ \� 1 I ZONE X 500 -YEAR FLOOD \ 1 \ 24'X 24 PERMEABLE \ \ !y \ \ @6.5 ' EA. I I O V A% \ \ P \ V v, UNIT CS I I A z LIMITS FROM FEMA MAP • h' PAVER PARKING PAD, \ \S CONCRETE` ;, w m STRUCTURE TO i�/1/j 51003CO229D, 02 -04 -05 \ ! �9 \\ FFE - 710/705 0 0 P` v _ UNIT C2 I REMAIN ( O \ / A g A�' ( Q EADWALLS v FFE, 710.00 f 0 in I �l r A FEE 6988/ 88 \ 592. �� IT = 694.35) \ w > 1 I _ h 8 WM V vv \� w a w I I I I M PP \ V \ \ v v� _ - -- y -- a � - � \ _ - w UNIT CPS �- _ UNIT�1 co) p62. �� -O 6 \ \ \ _ - RIM �, \, v v S TC6f I RIM 715.82 m r - I I - I INV. IN 707.16 \ FFE - 705/700 FEE - 70 P.50 ",A .0 LOT B3`vQ W \ FEE = 698/688 G \ '• WM \ 7 /; • ��9 <' FFE = 700 MODIFIED 1 a- a m - - - 1 - - -- \ INV. OUT 706.98 `� U fi o� , CG- 4, TYP. BLOCK D1 v 'o�. �� W co, �' ve y CGOI1 STD. LOT 3 / .. ZONE AE 100 -YEAR FLOOD \ C� /gi ° - - - - - - FLARED END pl o O VDO COMMUNITY SPACE OR \ EX WATER / __ „U:� SECTION ------------------ IN LIMITS FROM FEMA MAP / \ FFE = 697/687 \ \ y / /! /O� r / ' �� - FES - - - - - - - - �* J J m L -' ,, \ \ LOT B2 � � D � � � m m jl- STD. CG,1^LB'� \'- \5`INGLE FAMILY RES. J' \ / ✓ `_` y REMAIN TO R M \ '5100,3CO229D, 02 -04 -05 \ \ X \ 9 - ( ) GP HC R P '-~'`� +.r 685 \ 6 0 f � STRUCTURE ALBEMARLE COUNTY WPO �, \ 8 \ / \ �°o> _. rn VDOT STD. -128 ~ co s TO REMAIN f �1.. STREAM BUFFER LINE _ \ \\ � // v�F- Q ® - p BL �- ]� HC -RAMP ___- _. , FEE = 696/686 / 00 \ \ 6' S W _ + 25'R,, - Jv 1 - - 25 R \ \ LOT B 1 / \ 95 \ II ° �� // � • 35'R i I I � 69 FES/ W �� 28.1 T \ RIDGE O \ ' -_. - - - - -- `\ of \685 CROVIDED A \ \ t / 1 W ��' ` CGO 1 STD. o I\ -9 0 _ m -VDOT STD. \ \ \ NEEDED ; 5 (5 MAX. HGT.) DI ��,.� W - I ~0 12 +�0 CG 6. TYP. mARTIJTJ WAY 111 +00 ` - � RWSA W.L. 10 +00 A y RETAINING WALL TIE TO 12 EX. ' - (54 R.O.W.) 1 n O N55 5804 W \. ` 15 �W - d _ LL_ RC_P W -- W w �y - W 213.19' - -� PP \ 7 ff i / O / 8„ DIN W.L. OMM F R �Y fY° W W N W 8, DIP W. W W U) PASSIVE / / \� % ss7.ao7 ' 25 R `y.. RECREATIONAL \ / i - QP� / // \ (A S C _ s` �DDI RETAINING WALL - O DI AREA \ / �� i / /ao \ _ \ FHA I / 3 -- / O - TF)O - � / \ ._ ` 5'R o � ,- 10 R --. �` 5'R (4'\MAX HGT.) " �,, "WM `"- ... °' \ '` � \y = 10'R VDOT ST SCREENED PAD`• .! 35 R ` r / - 1 HC-RAMP VDOT ST NR) \ FIRE _ TYP. FOR S \ \ \ I \ SUPPRESSION CG -9B, TYP. 1 - - -- - , , � 70 m w I o z (y4\ /4 R PERMEABLE PAVERS v r ` I \ SOS E .WATER x 696.30 ° �\ l r , -. V9OTSTi?=-- -- - - -- -- -N -- - -- --- 5 R -- - j SHARED / £C� _SYP 2 5% I \, I TER DRIVEWAY 1 .._ M p 1 O -5'R - - -- I-- - - - - -- F O / } / OR, TYP. ( o l \ � PASSIVE REC. a VN/ 6g4.S0 / / Q Q ]� - -�° - - -- �5� 1o'I i m. �� / S 686 AREA WI 2' SEAT T01? \ / O w F \ BLOCK ��_ I cy i \ WALLS UrVIT l 1/ '6gs / :2gq F I �I NATURALIZED, STONE AND \ FRF 016vB ��lT61j00/ RFF L9 �, 3 I I i I �; I I LOT 2 X00 NATIVE VEGETATION )DRAINAGE CHANNEL TO ED 8 68,001 � UN /T� e �/ UN /T695s p / .; 2" WATER �t" I 0 I CD U I � a ! SIYVCzLE FAMILY RES. I I m 6 EXISTING CREEK 68 A / 10 / F r I n .5 I Q I I V - - -- `+ -_. 1 s\ ;F 1SO FAIT 1�� Ts �t.� I �� I I �� 1 I L - - - - -- -= ------ - F 1S O F METER ¢, vv A a' 0s��N�T sse. I I 6 8 13 � FEE - D 0 50 FF = 699.00 FFE = 699.50 FFE = 700.00 0 C/v0�0�AR 6825. UNIT D4� UNIT D3 -� UNIT D2 -� -UNIT D1 I I �� ! -° 6gS= Z I w 1 -- o o -- -- - -- '�._. •H \�\ �SFS // //1� \ FE 685 I I 6A/B UNIT D5A /B I '� _ - UNIT D8 - f_I -_ ._I_ _ I (} W O A/ ^ ^� EIT 686 FEIT 68 FEE - 686.50 , , 700 I ! Z m 1 - -- - - - - - - - - - -- -------- - - - - -- • TOT LOT I ¢ S `� / r- ill 850 SF 20' ACSA SWALE ALIGNMENT TO BE y EASEMENT �y� \ w f ADJUSTED IN FIELD AS A� 85PVC SS � f 8 TUC UNDE jARKING SPA ES O ¢ B LOCK -A I A Q f \ NEEDED TO MINIMIZE TREE \ �2 �� g %� �� I�� oho m I 695 LOT 1 0 ri DI �/^� REMOVAL R /�q °I(r.S �� J ml'm I SINGLE FAMILY RES. WETLANDS C 441 U-1 SMH - __. f S8 VC SS N S 5 S S • � / m O \ 1 P. 2.5 /0 SMH ~ ao 1 n - - - - - - - - - - \ B \ - -_ 5'R# ) w _ LOC K D \ i I- 9 sus Y I 0 O LOT 1 ` D+ -- - -- - -- 1 0\ " • TYP_ vv POWELL'S CREtK- �� Y 83- STORYCONDOS(FRONT) �� 1S" �� ; A - �� TMP 56-6A _ o _ _ �\ \ 15'w 8 STACKED FLAT 1 -BR CONDOS REAR J _ _ _ _ _I SARA M. MAUPIN l _�-r (REAR) DI VERS A ) - " \ a 4 2 -STORY CONDOS (REAR) Cp 12 PARKII G SPACES !T I DB /PG. 1230/471 W X _ _ PE MEA LE PA - 4.645 ACRES Sf ZZ7 ! f 2O I S W w k4 -- ,, _._ 685 - v ,�. - SINGLE FAMILY`RESIQENCE - J z ALBEMARLE COUNTY WPO U R -6 685 " m I lk IN 685 - 6 4.99 _ , STREAM BUFFER LINE \ LEVELSPREADER?, ,. STR MODIFIED - I'1QP,laf7bG�(T'p. ,1 AT CREEK -� ACSA CG -2, TYP. - �� (NO FILL) T wl EAS ENT Iti I W NATURALIZED, STONE AND _ _ _ 9 NATIVE VEGETATION LINED F S � I \ - \ 680. - � DRAINAGE CHANNEL TO V .. EX. D IVEWAY �� . -..._ EXISTING CREEK o? \ h / \\ L \ \ EX. 1 IN STRUCT. X6.42 RWSA ssMH scale :1"=20' \ RIM 678.77 \ \ \ ` MATCHLINE -SEE SHEET 5 N - -- - -- - -- - - \ no h 0' 10' 20' 40' 160' L a a y WE N III z Lu G O n (L O U) z o p N xmm_ T O O � 0- Z 2i O W z W lo� z M > W I- N Q U) O U � 1 W W Z - J L�u/ u) LL w 0- III z Lu G O n (L O U) z o p N xmm_ T O O � I> i ,.jam, "'T' Y. R,.,p�g , / .,, • I _'....��y Q 11 xa§ - / / / TOT LOT - - - - - -__- - _ - - - -- --- --- -- ---- r - - - -- --------- - - - - -� f W MATCHLINE —SEE SHEET 4 - --- -- c 50s) _ — , a r.. / 8 F \ 1 20 ACSA I \ I I C I EASEMENT I d A SWALE ALIGNMENT TO BE\� �� a" `" o Q I I ` -� 8 TUCK UNDE ARKINIG SPA ES I j I B LOC�'C 'A ~� ADJUSTED IN FIELD AS 11 \ � NEEDED TO MINIMIZE TREE i� DI .5. �� "` �rx �� ` & ^, �� f � �� I I I I I I UO UO 695 LOT 1 0 I kkk I '� s REMOVAL ~` N S '4� �� a ` �- m m SINGLE FAMILY RES. m. Q e ' a,.: ySf' sx-"a+ zar'a ' '' y£r.� a .;:- s s a `' -ti.,.. WETLANDS — — d a :`.', r',° r :t�^'= ,. �s.TC,_M:, :7;az >.r.,:ra ,� :% as ;<:.,f ' *..: s K — — _— 1111 L ... %^�i. Y,;., q < a . „„w� J}I . ,fiyy. . F' F `vC _ ?. '2,F i'.. w..e. r3°'4'+^ m -' 'z.. 1 1111____ _ Y . - ii -:s ,R'd 33.5, <. - :x,n�,,, M. :S.- -n .a ,'�rv; ,,. Z`G� ,,. i 9 >i. i` 575 a �� „`�"�" -� I a "? _,. y'.;" . ,.... 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'a"°:a °�u !:«.� .°ssaa !, »tz t t_v'�-.a' ~ CA \ .' - fix" x s u r '.."- A* .. , ',._._., cr` a s n.. ,:.. ;s,. •(,'<Y�i ._______" 1-� 11 " --- , --,-,- "V-- ,/'" -' :e„'," g't�Sy as .. r ,�.�. �a� a''Sa -r� ,.s.a'*'iaSgi ,.r' 'r .s" � � 5 9 �...,;� -11_-11_. K�s z r �- z, a z & — �� ,� a w4 3 e r Q — - _ p A - x � 1< �: •_ .. =;:gyp BLOCK D \. r - a c 7 s , za _.�r ,1111.. � o POWELL'S CRE�� '" — _._. f LOT 1 �\_ ' \ " I I \ 1111- -- "`_ -.'~ � TMP 56 -6A � p o _ _ 8 3 -STORY CONDOS (FRONT) 15 I- SARA M. MAUPIN ) v PE ME, jpAireks _ �___.,....�_ 8 STACKED FLAT 1 -BR CONDOS (REAR) DI �I __' ____` DB /PG: 1230/471 ; X 1111 - I— - __ \ 4 2 -STORY CONDOS (REAR) � � �` --- -0.605 ACRES I � W `" 1�2, ARKI G SPACES: w 1111.- ---�'" 1111_ - °M _ .,` I SINGLE FAMILY RESIQENCE I J 85 �,_ I R -6 � 6 m 1111_ \� ir 685 '\ 1111___- 685 1111,` �.�� \ ,...4 � ALBEMARLE COUNTY WPO U V______,__---, � _ 1111 �,- �� LEVEL SPREADER STREAM BUFFER LINE I _MODIFIED _ - - °' AT CREEK �— CSA CG-2, TYP. `' ' ~- - - 1 � � NO FILL f , i � ~\ ( ) \ EASE'NIENT / " 1111 \ � �_..... ', ' NATURALIZED, STONE AND N \ \ \ I I • NATIVE VEGETATION LINED F S \ / - ---- -- 680 _._ ,___f ,- _ 1.1.11 . 1111 . LL =� _ �._. I 1111. / - �� - DRAINAGE CHANNEL TO -- ; EX. D /VEWAY -� EXISTING CREEK � \ �.� -0 EX. , \ `� �` I \ I \ I I I RWSA ` ~- \ \� \ ` , SSMH \ '_ � . ____. -- -_ -- , \ - - _ �' �� RIM 678.77 \ \ `�° `\. N _ 1111 1111 _ 1111_ S \ \ ,`_.� \ '- _ EX. DR/VEWA Y \ \ \ `�� `. 680 ,--- - - --- - - -- ___ --`., S �� N \ \\ \ \ ` \ , --y -" X— I S ly \ \ � \ \ .\ .--' ,,. --"` ._ �,,,,� .r--_ ` - 1111__ 1111._._ 675 / �,,� \,- ,_ \ s ^---- -- \ W \ �...'' �• 1111 _ ,_ - --� \ %� \ , \ �,g S \ \ \ RIP RAP i I � � '� ua p \ ii 0 W N n p i n of f `, I II En I w z IRV. IN 6 4.99 II I II� / � I III - - Y. IN i J#42 \ I \ 0 ' -- I \ 1 - __ s I I '_1, \ �\ CHANNEL TO / � �I \ \ 1 CREEK S \� A ZONE X 500 -YEAR FLOOD � (n t �� '� \ ,..% � %''``� / I \ \ �\ `� \ -,1 EX. 20 ACSA � S _i '__1 & \ \ ` LIMITS FROM FEMA MAP �.. `` � EASEMENT S = I— � � LEVEL 51003CO229D, 02 -04 -05 \ -� --- �-.- _--,y- /� / INV. IN 675.13 8" Cy \ \ \ S, SPREADER -- __� S = � EX'" ' ED) "/ / \ S \ \ \\ C (NO FILL) N 8 "ACSA SAN. / `� \ , BOCK \ \ \ � � r ZONE AE 100 -YEAR FLOOD SEWER �- � / S 675 " \ S \\ �' \/ LIMITS FROM FEMA MAP \ \ S �. 8 RWSA SAN. SEWER \ 'CROZET INTERCEPTOR' \ \ �.. 51003CO229D, 02 -04 -05 �1 r; S \ � '� \ � \ `� \ / o `�` S' \ ALBEMARLE COUNTY WPO � i �' g , GPP \ \ \ \ STREAM BUFFER LINE � �_ i\ / _ PNS � 0,0.1 \ \ \ `�\ SSMH ACSA - 0 s \, r � -\ ,-- \ APR SEX. � \ \ RIM 672.90 -� \ - S � -� \ INV. IN 664.05 \ S i \ \ S \ \ � � 1111 _ 1111 1111 -.. 1111. _ \ 1 INV. OUT 663.95 i \ \ \ \ \ / / / \ EX. 20' RWSA �\ S \ � ~` ` 6>0 \ TIE TO EX. SS ACSA EASEMENT , � \ S \ \ \ \ \, i ,� - \ \ MANHOLE '\ \ __- ' \ �� \ \ ,� S i I S, '1__1 \ \ 6'10 \ - ,-\ \ i �' _ S \ i S, � f S y -�-_ _ �` \ � \ "I S __ \ SSMH (RWSA) \ \ -� _ _ . S \ i �� Top= 672.25' 1 __ \ S / Inv,ln= 663.33'1 \ � S '- \ \ \ `•S -,�\J Inv. Out-4633.5- - ___ J _ � �..,` -\,\ \ 8 "RWSA SAN. SEWER i \ 'CROZET INTERCEPTOR' RWSA � � i _--� � � \ �' \ SSMH �- , / EXISTING \ \ RIM 673.59 � ' "` \ � � �- .-`` �` / � � BRIDGE S \ '\ \ \ \ S \ \ \" \_ \ scale: 1 " =20' n h 0' 10' 20' 40' 160' ARTISTS WAY PROFILE - (LOCAL ROAD W/ ADT UP TO 21000) SCALE: H: 1 " =20', V: 1 " =10' co sly TYP. nV. 11llL 1 CG-6, TYP. PAVING SECTION, WEST VILLAGE DRIVE TYR (LOCAL ROAD W/ ADT UP TO 2,000) TYPICAL SECTION WITH NO PARKING . -„, . TYP. CG -6, TYP. PAVING SECTION, TYP. WEST VILLAGE DRIVE (LOCAL ROAD W/ ADT UP TO 2,000) TYPICAL SECTION WITH PARKING ON ONE SIDE 730 720 710 ffif-111 • 1 moll V ' -i ., T Qu L... s Q) �: CAS 1 �_ U w 0 J a U d } H U) w J LL 0 0� Z 0. J 0 I.- a Z ow O� D_ .. O D_j w �- w Z o O w (.) � Q� 0. z W U) a U) z w 2 2 O U U) a- O Ir- O N Ir- O O O W, T_ N .� 2II 0 w N O w U w J J > U) w U) z O_ U) w N9 1111.. 1111.... .........._ 1111..... .... ......I...11 - .... ... ........ ............ .I I ............ ................ __. ...._.. 1.11.1.._.... I . . . -. . -_ 1-. ......... _.. ... _ 1.1.11 L.P. ELEV = 694.36 __... __..... ....... ..11.11.....1..... ; .11.....11 _ . . I I L.P. STA = 13 +90 PVI ISTA = 10 +86 I PVI STA = 13 +90 PVI LEV = 710.28 E - PVI ELEV = 685.96 I o I p A.D. _ - 6.0000 A.D. = 16.0000 I I r 730 _ a o _ ...: _ _......__ K = 12.0000 1111._. _......_._ . 1111._ _ .. ...... 1.1.11_...- ___ ................... _ _......__.... _ ..... _- -- .... .. ......__ - - - -- -- ...... ....... ..11.1.1 ...__ .1.1.11... .......... .1-11.- 1111. _ _ K - 26.2500 I ..'ll, r d W DESIGNISPEED = 25 MPH DESIGN SPEED = 25 MPH I cfl Z I 72' VC I I 420' VC I I o ZO I I I J W~W Z Q I 720 -n — ,� _ o _� 1111 1.1.11.. ...._... . _ ......1111 _ _ __.. _1111 111.1 .... ................... .......... ......_.... .......... ...1..11.1....... ... - ...... .......... _ _ J�Z I , I . , — ......__...... ......... I I + pow w� �w ►- I �� o o + o o ,, �o I o L I . I I I I �Zw Q ~Z a J o (moo cfl0 I I I I ; UO c~n Hm w r- S> w a w 5 w J . I . 1 - - - - — =--4 00% Q -' W : a w c~i�wL _ -- 710 —_ __ — _ : - -____� w _...... ....... 11.11 _1111 _ _ .. 111.1.__ ........... _ . ....... 11.11 - _ ..... .......... .11.11_.... .1111.__ _ 1111 -- _ &.�� .11.1.1... , I � I ; I I I -- _ -8 00% EXISTING GRADE _ ,- _1111_ - - - - - - FUTURE I I I I . -+ _ 1111 PROPOSED GRADE �- EXTENSIONOF ; I ; I —_,— _ ,— R AD O I I ; I I I 700 1.11.1.... .... _. .. 4.. .. ..... ...._. ........_ .1111........_ ... ... .............. _ �_ 1111_ _ I _ 1111 _ _ .... ...... 1111. . ... ... ......111.1.... _.... .......... ......_ 11..11..... - _ .._.. _, y _ - ..... _ ... .. _._._._. .111.1. � I I 1 I I 1111_ ' - -- ----- _ - - - - -- — —- - - -- -- -------- - - - - -- - --_ I I I I I I I I I I 690 __ .. ..... .. ................. . ......... 1111 .. _.. ... .........._ _ ...... ...._.. ..... ......... .... ........ .............. _ ... .. ... . ........ ......... ........ ......... _... _ . _. _ .. 11+ ........... ..... _ _.... . 1111 ..... ...... _.. I I I I I I _ ......... ... _.. I- - I I I I I I I I 680 _ 1111_ - ........ _ 1- 11......11._ ....__._ . ; ..... .111.1. ...._. , ...... ......... .... . _.......... . _ ............. .. _ _ 1111 1111 ,. O!o %`,o ., o co rn r� °p!N oI;CO � tO 10 Co CO tnI CO (D:(o t` Q.v N (0 OD 4); (o N: Ch: . i CD h: o . to I N �!: uo, (D b, Co; M @7 O; �', er N o� o r!: CD 11) N C0 (h CD N; � N rr; ti O, tq �'� �W LO I� N: to O .,: � N CC ; N .� .�: �. ^I� I as,; OIL 10 ►� CoI OIL Oi00 C"1 OIti •• p) O'er O)i� �!N (o O b OiC� . ; !� vj o0 �ji►� �j C0 �j to m ajv e!��. W59 a; � � ;. �`� �'� � (o O � °o: Ci:� .:, O Co ai O!� �ci: Q p (d' Q, NO ►� O o °o' oi: Q o Q o o .�. ^,�0 � ; � ^; � ^ ! � � � � ! r Ir` � : � r� I o Cp 0 Cp O Cp : O CO's CO CA (p ; � Cp : � !CC (p Cn (o Cpl Cp to co cD l o� co CO (p : to co co Q to CO I CA cc CO; to co % ,co O ; CA co (O: co r� i co rte: cc � ; ;� � : r` r" ►� � : � : � . � . � ;i. ,� ti ;r• ;� r` r` I` r- CD (o ;(c :co :co 1.1...11._. 11 11......... 10 +00 ........:......... _ ... 1.111.. ....1.111._ _. .11.1.1 I 1 I ........... _... ...... ........... ... 11 +00 .........11.11. _ - 11: _. ... -1-11 ... 1-111-...- -. ....1.111 1.1...1.1.. 1..11.1.... -.I 1 I ..... .......... +...... 12 +00 .... ... ............... ..... ..1..11.1 ._.. ...... ............. _ ............. ................. 11............ .. ......._. 13 +00 ............ ................. .........1..1 ......11.11 ............ -- .111...._.1 .... ......-1-. 14 +00 r ......... ........ ..... 11..11....__ ................. . ......_.. ..1.111 ...1111 ..I....., ......... ..... ...-.. 15 +00 _ ......1 :11...1... _ ........ .-,..1 .1__111.- ....1 11 ...1- _..... .......... -__.. ._ -- 16 +00 ARTISTS WAY PROFILE - (LOCAL ROAD W/ ADT UP TO 21000) SCALE: H: 1 " =20', V: 1 " =10' co sly TYP. nV. 11llL 1 CG-6, TYP. PAVING SECTION, WEST VILLAGE DRIVE TYR (LOCAL ROAD W/ ADT UP TO 2,000) TYPICAL SECTION WITH NO PARKING . -„, . TYP. CG -6, TYP. PAVING SECTION, TYP. WEST VILLAGE DRIVE (LOCAL ROAD W/ ADT UP TO 2,000) TYPICAL SECTION WITH PARKING ON ONE SIDE 730 720 710 ffif-111 • 1 moll V ' -i ., T Qu L... s Q) �: CAS 1 �_ U w 0 J a U d } H U) w J LL 0 0� Z 0. J 0 I.- a Z ow O� D_ .. O D_j w �- w Z o O w (.) � Q� 0. z W U) a U) z w 2 2 O U U) a- O Ir- O N Ir- O O O W, T_ N .� 2II 0 w N O w U w J J > U) w U) z O_ U) w N9 i �o law POWELLS CREEK 0 .00 PLANT LIST LARGE STREET AND SHADE TREES SCIENTIFIC NAME COMMON NAME Acer rub rum 'Red Sunset' Red Maple Betula nigra 'Heritage' River Birch Carya ovata Shagbark Hickory Cercidiph)4lumjaponicum Katsu'ratree Cladrastis kentukea 'Roses' Yellow w ood Fagus grandifolia American Beech Ginkgo bilobaMagyar' Ginkgo Liquidambar styraciflua Sw eetgum Nyssa sovatica Blackgum Pfatanus x acerifolia London Planetree Quercus accutissima Saw tooth Oak Quercus bicolor Sw amp White Oak Quercus phellos Willow Oak Umus parvifolia A/fee' Lacebark 131711 EVERGREEN SCREEN TREES SCIENTIFIC NAME COMMON NAME Cryptomeria japonica ca Japanese Cry ptomeria Ilex opaca American Holly Juniperus virginiana Easter Red Cedar Myrica cerifera Southern Wax Myrtle Pinus strob us White Pine Thuja occidentaiis Eastern Arborvitae UNDERSTORY I SMALL FLOWERING TREES SCIENTIFIC NAME COMMON NAME Acer griseum Paperbark kbple Amelanchier x grandiflora Serviceberry Cercis canadensis 'Forest Pansy Eastern Redbud Carpinus carofiniana lronw ood Cornus florida 'Cherokee Princess' Row ering DDgw ood Cornuskousa 'Constellation Kousa D I og I w I ood I Chionanthus virginicus White Fringetree Liquidambar styraciflua Sw eetg um Magnolia virginiana, Sw eetbay Magnolia Oxydendron arb oreum 'Chameleon' Sourwood Sassafras albidum Sassafras Stemartia koreana, Korean Stew artia PLANT LEGEND wwf + 6 LARGE STREET TREE 40 - . J.-O EVERGREEN SCREEN TREE zw A UNDERSTORY SMALL FLOWERING TREE scale: 1"=30' I 0' 15' 30' 60' 120' 110 awn iW 4-j 4-j •-j V),- 4-� g 17 1-, 60� Cfl Z -j Za Z W Ja Q. 0 _j W >� W W W N C/) 0 < W z Z � J > W U) a W 3: U) z W 0 U) a- C:) U) V- z O 0 U) O > W O W Al2 VICINITY MAP: 1" = 500' GENERAL CONSTRUCTION NOTES PRELIMINARY SITE DEVELOPMENT PLAN APRIL 26, 2010 PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVIICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE DIP INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND E PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. IF IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. MF MONUMENTFOUND PF PIPE FOUND 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED VVORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY 2. CALL MISS UTILITY (1- 800 - 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO WM APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. WV THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR 240AK40 = 24" OAK W/ 40' CANOPY DIA. 0.27 NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED 8.01 819% `TOTAL SITE ACREAGE:..._ BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001). 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ENGINEER. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 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 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM /HER WITH SUPPLYING VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ENGINEER. ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 9. THE CONTRACTQkSHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES 10. DURING THE IN.LLATION OR 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEIW IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WOR!: SHALL BE BORNE BY THE CONTRACTOR. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL F(DR UNIFORM TRAFFIC CONTROL DEVICES. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUC -ilON PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITIH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPIMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE. OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE UNDERWAY. SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. STABILIZE A DRAINAGE CHANNEL. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE 20. ALL PAVING AND DRAINAGE - RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE STRICTLY ADHERED TO. NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS. AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A 2' OVERHANG IS POSSIBLE. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 12. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30 ". ON THE ROAD PROFILES. 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AI) CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO -WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE -WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL V IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4.3000 PSI CONCRETE SURFACE, 4" 21 -A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N -12 OR EQUAL W/ VDOT STANDARD PBA BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN 1/2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING / HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. STANDARDS AND SPECIFICATIONS 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION CF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION„ 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. SURVEYOR'S LEGEND BH BORE HOLE BM BENCH MARK CO CLEAN OUT DIP DUCTILE IRON PIPE E SANITARY SEWER MANHOLE IF IRON FOUND MF MONUMENTFOUND PF PIPE FOUND PKNS P -K NAIL SET S SIGN WM WATER METER WV WATER VALVE 240AK40 = 24" OAK W/ 40' CANOPY DIA. UTILITIES LEGEND GAS LINE GAS PHONE LINE PH ❑NE OVERHEAD ELECTRIC ❑HE SANITARY SEWER S UNDERGROUND ELECTRIC UGE WATER LINE H2O EX. STORM DRAIN LINE PROP. STORM DRAIN LINE DEMOLITION LEGEND TBS TO BE SAVED TBR TO BE REMOVED EX. EXISTING ZONING: SITE ELEMENT TO BE REMOVED l X TREE TO BE REMOVED --- • - - -- UTILITY LINE TO BE REMOVED r �},TH Op " i C r4- ll Alan rankli G. n b � Lic. No. 35326 w O I�IPIVIOIVAL Kt SHEET INDEX: SHEET 2 EXISTING CONDITIONS SHEET 3 PRELIMINARY SITE PLAN SHEET 4 PRELIMINARY ROAD PROFILES & TYPICAL SECTIONS SHEET 5 LANDSCAPE PLAN ENGINEER VDOT SITE DATA DEVELOPER: GREEN EARTH DEVELOPMENT GROUP; 111 MONTICELLO AVE., SUITE 104, CHARLOTTESVILLE, VA 22902; 434 - 817- 2436(P) 434- 817- 0664(F); CONTACT: MARK WATSON PROPERTY OWNER: CROZET DEVELOPMENT SOLUTIONS, LLC; 111 MONTICELLO AVE., SUITE 104, CHARLOTTESVILLE, VA 22902; 434 - 817- 2436(P) 434- 817- 0664(F); CONTACT: MARK WATSON TAX MAP / PARCEL #: TAX MAP 56, PARCELS 6,613, 6C,6D & 6A1 PROPERTY ADDRESS: 1194 BLUE RIDGE AVENUE CROZET, VA. 22932 PROPERTY SIZE: 9.916 AC. ZONING: R -6 RESIDENTIAL (6 UNITS /AC) MAGISTERIAL: WHITE HALL COMPREHENSIVE PLAN: CROZET COMMUNITY - URBAN GENERAL (CT4) DRINKING WATER LICKINGHOLE CREEK/SOUTH FORK RIVANNA RESERVOIR WATERSHED: 10 %p q.9l6X6= 5t -ql(o TOTAL # OF UNITS/ DENSITY: 64 UNITS= 6.45 DU /AC (7.8 DU /AC ALLOWED IF PROVIDING AFFORDABLE UNITS) DENSITY BONUS FACTORS: 30% DENSITY INCREASE FOR PROVIDING AFFORDABLE HOUSING UNITS (NET DENSITY = UP TO 7.8 DU /AC) WAIVER / VARIANCE REQUESTS: NONE SURVEY SOURCES: TIM STANLEY LAND SURVEYS, PLC (434) 589 -8395 DATUM: NAVD 29 SIDE REAR 25' BENCHMARK: NAIL. IN CENTER OF BLUE RIDGE AVE, ELEVATION 698.02 BREAKDOWN: LAND -USE _ SF AC % BUILDINGS: 41,980 0.96 10 %p ROADS /SIDEWALKS: ASPHALT PAVEMENT 29,224 0.67 7% CONCRETE PAVEMENT 11,694 0.27 3% PE9 'IUUS AREWOPEN SPACE: 349,432 8.01 819% `TOTAL SITE ACREAGE:..._ 431,930 - 9.916 1000/0 SETBACKS: NUMBER OF EMPLOYEES: ? RECREATIONAL AREA: RONT SIDE REAR 25' 15' 20' 2) AIL 15&-6C_ d m GD= I Ar, t. n ttte. case of towmwmes, wnere conimn wam are placed inn side property lines, tt& side yard setbacks NOT APPLICABLE PUBLIC RIGHT -OF -WAY, ACSA EASEMENTS, SWM EASEMENTS- SEE PLANS FOR DETAILS. PARKING DATA: bk3 0 1 ca 7 8 ?x 9•Rcb -DL) L"--" Awe UNIT TYPE # OF UNITS REQUIRED PROVIDED SINGLE- FAMILY DETACHED 5 10 ✓ 10 ON LOT TOWNHOUSE 4, NO GARAGE( 225 PER) 4 9 / 11 1 -CAR GARAGE (2.25 PER 1 ON LOT) 8 18 16 CONDOMINIUMS 1 -CAR GARAGE (2.25 PER) PHASE D 8 18 17 STACKED FLATS (2 PER - CONGREGATE) PHASE D 16 32 '7 28 ..COTTAGES (2.0 PER - CONGREGATE) PHASE C 24 48 v 5$ TOTAL 65 135 139 S�fi�Wh- i� bit GUEST SPACES ARE NOT REQUIRED FOR LWS WHEN PROVE PARKING IS GROUPED TOGETHER (i.e. PARKING LOT CONDITION}. Pia` - pw %o'er' dr a -1 COK"L NITY CENTER SPACES ARE NOT ASSIGNED BUT CONSIDERED AS GUEST SPACES ✓ s � v " PO%,✓4.d TRIP GENERATION ESTIMATES: ''- `s Fk0-'>'1Kqd. FLc4"0,,eA_1 --yCz sL---i(� kt�-A+--- LAND USE AVG. WEEKDAY TRI PS WEEKDAY PEAK HOUR SATURDAY SUNDAY�� (VPD) AM (TRIPS) PM (TRIPS) (VPD) (VPD) D o o Fj SINGLE - FAMILY DETACHED 9.57 0.75 1.01 10.1 8.78 t�e,�.,•/ -e 5 47.85 3.75 5.05 50.5 43.9;h wQP CONDOMINIUM / TOWNHOUSE / DUPLEX 5.86 0.44 0.52 5.67 4.84 59 345.74 _ 25.96 30.68 _ 334.53 285.56 TRIPS GENERATED 394 30 36 385 _ 329 '?tom kc SITE NOTES: 1. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND IS WITHIN A RESERVOIR WATERSHED. 2. A PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN. IT IS IN ZONE W AS NOTED ON FIRM # 51003CO2291D, DATED FEBRUARY 4, 2005. 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS MIX OF OPEN SPACE AND WOODS 4. ROADS WITHIN THE PROJECT SHALL BE PUBLIC. 5. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS. 6. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 3 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE OWNER'S DISCRETION AND ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. 7. UNITS ARE EITHER FOR SALE OR RENT. 8. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED INTO A TOWNHOME SETTING, THE BUILDING(S) THAT OCCUPIES THAT SPECIFIC LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. 9. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 10. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED IN VARIOUS AREAS THROUGHOUT THE SITE 11. DUMPSTERS WIIL BE PROVIDED THROUGHOUT THE SITE FOR THE CONDOMINIUM UNITS. ALL OTHER UNITS WILL USE ROLL -OUTS FOR CURB SERVICE. U) W FmIIIIIIIII 0 Z D Z Q H W W 2 W O U V 4_j (A (u 4-J ,W co Z CL Z W ^2 CL O .j W w 0 W V) L.L Q Z G _J W 0^^ 0- WE N d' �941 0 Of N O Of U I W J J_ U) >w U) z O _W w tY OF i TMP 56A1-01-30 le .010 'MICHAEL J. MARSHALL OR ALICE R. MARSHALL ! � DB/PG: 1160/496 x 2.258 ACRES .1e VACANT le R-6 z .4e ole � � I z 10#1 oe z J#1 .0-1 x/1 / I I cn I I zEX. 40- RIIVATE / I � R;O / I ) TMP 56A1-01-33 I I " I `� - EX. \, ! " - I I I / ,%, .0e "I � , - - - � STRUCT DANIEL F. OR ANGELA SHEA I . I � , I ! ; � le " " . L— DB/PG: 2413/214 TMP 56A1-01-33A , / 1 ; > / . . � , "' a. ASMH 0.464 ACRES JAMES L. & DELORES J. SABER , ! , . . , I I I/ i I ; = I I i , - -720 co IM 719.86 SINGLE FAMILY RESIDENCE DB/PG: 19901389 0 I z "I I , I - 0 , -x 0-1 I , uj C. IN 712.79 SSMH R-6 0.425 ACRES , \-\ ` " / 1 1 I `- 11 I I I EX. WATER ER , 100, " ! I I � : I Cf. "--., ITV. OUT 712.63 RIM 719.94 1 SINGLE FAMILY RESIDENCE 11 P 11 t . ; METER � - , /11 I � . � , -, INV. IN 712.24 R-6 I I � I i , ! I I'll . ... ... I-, - I . t\, , \ -" EX. 30'PRIVATE — --.1-1. 111.11 --- - I ; I -- - I - . - I., -.-- INV. OUT 712.19 / 1- ....... . - §X. 8�PV�-? — , — — — — — — — — — — — — — — — -- — — — — — — — — — — — I " , � -i ; . 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I I I // / / ,\.-O , 1, "I - I --� - - \/ 1 i f / / , I , 1. ?:?o ,, DB/PG: 1222/394 -- -- 5-TRLACZ- : .-O , I \ , / I , i .) / / " - - , / i TIVI P 56A1 -0 1 -30A , , EX. I .-I -�7 �� \ '-- , , ,/ , , I \ \ I . --I, . - - I ..-� _ - � -- ,-^N / / / // / / / \ 1. , � , \ - . -,� ---- i ! MICHAEL J. MARSHALL OR ALICE R. MARSHALL I / / / I \ de 1"', "I 11 "I ", .-� -' STRUCT I ,-- / 0- . -� I , - — --� DB/PG: 1160/496 ! �, / / ./ ( I \1 1'., \ " , - 11 'I- TMP 66A-17.0 32A " I"', VACANT - ---- — ---- �- '/ / / / I / 1\1 I'Ll I I " �'1111� I, 11, . \ .." I- --, -.'-, I- I -,-- - -- M T- 2.635 ACRES z , , � / I 1, TROY W. ZEL , R-6 -- - TMP 56A1-01-32 o / I / / / / i " " , , --- , X .01 11 , 1, \ 1\ I I 1� 11 _ , , I, I . I 11 " I � .� I VACANT I ( I 0 (- 1, 1, -- - DRIPO"k.: 2194 58 '-, � 1, I JAMES L. & DELORES J. BABER I : '// .--"� LTV '\, � "I - "", 11, _ I I" i .41 / I I 1. I - , , L-F -\ R-6 � 11 / � ., 1, 1. 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" 11� w \1 \1 '\ , m \ , , \ TMP 56A1- 01 -45A4 CIL-111 \ ,�, I\", \ ALEXANDER E. OR RUTH ANNICK S. , I SALOMON � I \ 1 -- - *V" IN" , 0.941 ACRES i�--- 664 -9� `-, ", SINGLE FAMILY RESIDENCE "r I �', R-2 I , --\,l .... .If --- -.,- \ ! j-.111 ... \ . i 11 - \ EX I �?RIIIEMA _ � ... ;r, E ,------ 11 ----- --- STRI-ACT i 68142 ........ . i \ [\ -\SSMH - iI ------ 1, I I I" P " RhU-881,13 I '-INV. IN 6i2.6&,_ , ,I --, , \ INV 672.51 ---_ I- --- --\ I , I" ---_ t�, I � "'�, -----.-,,- --- . ..... -- -11.11- --- -, , ,, 1-1-1-1 - - - - -------- ---- '--..-, ' -,----- -11-1 \ \ \ �1\ �- — -- — I -1 --- - . ...... .. . ....... . I 11.111.11. ,� - -- 11�', ---.- -- - , 11� 1% P % p 1, 1, - "I 1 \ \ I : 'T,5,�q ;;\ i --� I" I I "I t!:� C�—O— I I � V-- , \ \ '\\ �:� .,., 'I-, i ------ — --� ' ----- , , , 1,111, I -1 � --- -- i ' " ..... . -1 ... .... -- I ..... 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No. 35326 ce I \ 49 \ " ,---- - - I . .... ...... � ,� -/ - ..... 70 rQ 1�� 1�, / - " , ' 1[ --670-_ ----- - ------ - - -I-,,-- - k1p -, �,, .00 0 < -- __ .00 -- ----- ---.1-11" � . I 1, .%-�\, "I I 11 - -'--., 1-e� `� \ I ,""-,�, ---- I . 0 -�, � \ '\� '1 11 I "I 1� - M�'--- -� X�l I's ,5,tl - g %,�,� -- -.- --.- &S 11, \ N , I I - �- -�, -1- -----., -- - i 1* '1� " �-�, -- - 1-1 ,*---- - 43' 14 - , 1\ /�', , -. - - , SSMH \ � -��,- ,-�,- � / 45 -- - "ONAL \, I \ , -..'�' ,� - - " �1' , \1 i \ \ \ �1\ . -� -----., _•.,_ 1i ---- � - ,----- .-.-,---- -,--I,-.-- --- 1. -- i RIM 673.59 \,\ \ I 1\ I -��-",'�� ---- / -- --- -�� - - .- .. ... . -- -------- --1-- \ I / - \ I \ \ \ , , --'\ 1\ \ , - \ I EXISTING 11 - - ( ) scale : 1"=30' I BRIDGE 1 I I- 1 no I h O' 15' 30' 60' 120' k1j '- - - , , V) - I - - '. 4--j � , Q) � - I , , 1. Q) , - , I S.._ . L- - ' 4--) I- � * , S.- - - , 111.11 - (a) �- 4--J -. m < 0 a H 0 () (D H U) x Z < .j a- F- z W 2 a- 0 -j uj > W 0 W F- � U) >- 0� < Z 5� � -j W Of 0- W, Irl- - C\1 C.0 � It 2: FA, (D 0� > F-: w N 0 cr_ (.) I W 0 < —j J_ U) > F- U) W 3: U) Z 0 U) > W Of Am / / / \... � I 0 i If 10 DEDICATE R.O.W. FOR FUTURE I + I I I TMP 56A1 -01 32AA /�f ENSIQN OF ROAD TO TMP X70 TROY W. ZELLER \ $6A1- 01 -30A & 3_f 1 �I I x I I DB /PG: 2194/658 0.260 ACRES �\ SINGLE FAMILY RESIDENCE R -6 \ TMP 56A1- 01 -32B F TMP 56A1 -01 -32 s _,:1 JAMES L. & DELORES J. BABER JAMES L. & DELORES J. BABER O DB /PG: 1222/394 0.080 ACRES DB /PG: 5901474 O 0.516 ACRES EX. SINGLE FAMILY �- VACANT L fj� ,ljpl .[J �VIIuQ ILY RESIDENCE !GC C STRUCT. R -g R -6 EX. = w c DRIVEWAYO / / I I I TEMPORARY \ TURN - AROUND VDOT STD. I FHA I I I \ - ' LOT B12 oo // \ � CG-913, WM ` ,TYP. ' I I I I — — — — — — PP 1N� N 0 jf / r_ - - MODIFIED O Q FEE = 710 /700 7anRnr I " �I I I \ r I� CG -2, TYP. U L) �C: 11 `A I LOT Pill �� I 12 I� L( _ - / - - O O c 1 O I m m I-------------- - - - - -- I t rn -xi 13 1`t , P6 — —�� I5 c5 1-t7 '�I ZZ 2� 1y I SMH -� BLOCK A - -- I- - !_ I LOT 5 I N1 P I _ ..� I IN SUNKEN MEDIAN WS - - - - - / / 1 FFE - 709/699 I \ �-91 1 9' I SINGLE FAMILY RES. W - PERMEABLE PA RS TYP.- T9 7U5 NL I CURB CUTS, TYP. 0 48 PARKING SPACES a TYP. - - \ = — — — — — — 1 ( — T' `^I� w w vu I W w W 8'WIPW.L. W w w ws w w w w W W 1 L-------------- - - - - -� \ a 5'R, TYP. LOTS 3 & 4 TO HAVE DRIVEWAY /- VDOT STD. TO REAR ACCESS OR TO BLUE 1 LOTvB10 / f I / D ? CG -2, TYP. RIDGE AVE. I BLOCK B '�{ 1 FFE =7os7 1 �?� 4 Ilo 2� I(� 121 �� ti� „�\ W �A 40 ►�\ �� S 4� ,. - - - - - - - - - I i 9 , n i`i6 LOTS 1 -12 \ I 12 TOWNHOUSES \ 1 \ \ . 4 151R i '= __ - - - -- - - n -- 1 N LOT B9 \ \ - j'� z 1 I -- - - -- �I CONCRETE SIDEWALK . J r--------------------- f r, \ DWM DWM DWM FFE - 7051695 rt3ARPgE 14 J / OOF /ARCH. ELEMENT 1 \ - ' ..SpA�E ` 1 ' \ DWM DWM U U M I f I \ I EX. FHA TO _5 I q> I \ BLOCK A (REMAIN 1 �\ - -- \ CONNECTION B/W 1 1 1 __ , t, a�` o� � WETLANDS BUILDINGS, TYP. N 1 \` \ \ " O 1 n \ 21 UNIT C20 I UNIT CI9 UNIT C18 UNIT C16 I - - UNIT C11 I 4� U) LOT 4 \ NO DISTURBANCE E' 1 `� r o \ FEE 4 FEE 710.00 FFE= 711.00 FF - 00 UNITC15 UNIT UNIT I UNITC12 _ FEE 717.00 0 J I SI �\ \ I - GAS - DWM''1 RES. �' f, I = 713/708 FFE = 714/709 FE = 715/710IFFE = 715/71 - - I Q ILE FAMILY I I y O V "o �' \ i - -- I -- -� I I �� 7 1 LOT 8 1 —\ ¢ I L-- - - - - -- ---- - - - - -� \ \ \ \ �� FEE = 704/6 A n �, UNhT71 Q. 14' PERMEABLE PAVER PATH m \ \ \ 1 \ \ FFE = 71 p.00 UNIT C WM I TO SERVE AS EMEGENCY 15'R FFE = 705 0 ROOF /ARCH. ELEME T O I MEApI OF INGRESS /EGRESS I O \ N l _ ~ CONNECTION B/W I - - - - - �L - - - - \ \ V �� \ �� SMH • _ - - - DWM °� a \ -10'R W \\ D \\ ~ \ I J I �� UGE _ -- UGE I WM BUILDINGS, TYP. > \ \ . LOT B7 WIVI \ 1 \ \\ \ \\ \ UNIT 3 \ 8' PVC .S. DWM - I SMH G)C fl 1 f--- 1 fl 1`J(1 - - - - v �„ o FFE - 702/692 \ \ \ • S S S\ S S S S S S S - - • ^/ cn O O FFE = 705 0> SMH �� r f I x DI y D C7 I — \ LOT �10' c / � X to \ \ 24 COTTAGE STYLE CO DOS LE PAVER WALKS � - � - - - - - N • Fy t✓ ,,;. \ r �� \., \ \ UNIT C2 \ 'I d 1 5'R, TYP. 15'R v LOT B6P %\ GvM �., y \ \v v s FFE = 700/690 - /= O FFE 705/70 _ I _ _ V\ \ v y I I \cp-\ 4k r° \ \V A V --UNIT C4 I UNIT C3 DV� w \ i � � \\ \\ FEE = 71Rp0� FEE 712.00 =' �,I Z 'E LOT B5 v �'\ s v v i a 10 vj \ \ FFE - 699/689 \ D °o \ \ UNIT C8 I UNIT C7 J I \ ��, FFE - 707.50 FFE - 707.5 I I ( �24'f 1 8 I L - - - \ - 1 - I P. P UGT 1 ZONE X 500 -YEAR FLOOD \ 1 24'X 24' PERMEABLE \ 7/" \ \ S \\ \ @ 0.5' EA. I MITYp MODIFIED I I O CG -2, NP. STRUCTURE TO 1 LIMITS FROM FEMA MAP PAVER PARKING, AD, \ \ \ \' \ �'h \\ \ UNIT C5 _h 1 = �' �• \ CONCRET UNIT C2 1 �H -•� \ 1 • \ q \ FFE = 710/705 n \ 51003CO229D, 02 -04 -05 \ 1 \ NP \ �r \ \ \ \ �" HEADWALLS FEE = 710.00 ` REMAIN I O �dl \ v V A � v \ 6 a/ ' �� v Fq \ I ` 5' MAX. HEIGHT UNIT C9 WM )\ I — I I I 1I{ PP LOT 64 �---- v v 1° \ v v FFE - 698/688 /6 � ' \ � �� , � � �� \ � • �� • v � � � � FFE = 705/700 -``- UNIT 1 UNIT C1 I LOT B3 0 .�' \ \ \ \ \ \ FFE = 705/700 - hFE = 70 50 - I I' w I I SSM7 1 \ \ \ \- ` \ I RIM 715.82 \ / \ �q p - UNIT w I INV. IN 707.16 1 FFE = 698/688 P \ 7 \ I I INV. OUT 706.98 FFE = 705/7 I) U \ I \011 v W BLOCK A 1 �v DwM LOT 3 t -- -- -- - - - --G, -- L- ---- - - - - -- --PACE OR EX WATER ZONE AE 100 -YEAR FLOOD \ \ � \ \ \ p �'' � � \ �\ a \ � � � - � } COMMUNITY SPACE OR METER TO w \, LIMITS FROM FEMA MAP LOT B2 I U) SINGLE FAMILY RES. % 5'100,3CO229D, 02 -04 -05 A� - \ / A �� A - - �1.._ -.. �' \o REMAIN \ \ FFE = 697/687 \ �\ \ � � � -- � _ - _ J _. _ WM _ 685 -��.. \ \ v \ _ - - __._ _ IN, CP D O REMAI ` � A r \ "R z �I STRUCTURE D �Y \ A `0100 CG -11 T N \ v v LOT B1 / �' V - /v m 35'R \�\ \\ Q G 15'R< 15'R _ \ � � FFE = 6961686 - �A �U - -- - �, DI i ti � I \ DWM . \. -, VDOT STD - -- - - ui 1 \ \ \685 � / \ � �� \ � 1 10+00 \ \ \ ``- _ ] - - -- ^° t2 +too c� Tv� — - W ST VILLAGE AVE. a I \ ,DWM. '. \ W - ~ // y - 1+0 .. -- co S \ \ / / 697.00 -W - -- -^ w �r w w _. - °_n W �__ W �r _.- W .-- W .� \' PP W - \N DIP W.L. 3 DIPW L. - - I RETAINING / rn ` ,�` \ \, \ 2� L B SSTOP ( //WALLS TYP. I, \\ 15R \ / _ _ ;` -- - - -- - _ _ )° i \ 6P � � L0 �� 1 "R - _,� _ �` ;. -..S.R '� , °° _ � __ FHA � �'\r d � w \c O O \ 100 STREAM SETBACK ;/ 0 9 RETAINING WALL W/ STEEL RA46 � \ \ T cu / w \ \ \ S��Q W - h� I TW = 05.00 - 710.00 O � (9 5 F: \� 696 30' -_ VT)OT� STD BLE PAVERS \ VBW 05 00 (5' MAX. HEIGHT) Abs � \ O WA T& / / L - - -- �� - - - -- - -- I-I \ \ I / / SG2 TYP - -- 25% - - -- - - __ \ \ FrE, / / / = R XR,TYP. r 5R I _700'_ - ---- - - - --I SWM AREA UNlT6g4 SO / V I , Q� l W > !) �\� �'' _ -� I I I N1 \w =j 685 °IZ lrrF, / r t3 / c� .I -'�' �' I I \` �- BLOCK A FNITD,� l �Ni s oo/ FwVv / \ 6 @l T °7 F 0�� 1 1 1 n \ 661-001 U l NiT°Sg so c) ww�¢ c� w W I I I \\ LOT 2 goo I I I \ r NlT U S. /W I C9 I w i Q STNCzLE FAMILY RES. \ I I ` v rrE;685aB /�� °/o / 61 �� a I `. 15 1 UNIT �`� �7-- 96.p0 685 _,, � 1 (} �' I I I - I \ 695 L------------------ - - - - -- \ I vs X68 \ \ \ \ \ ^�a8 °lrF °l3 LOCK D FEE = 698.50I FFE = 699.001 FFE = 699.501 FEE 700.00 I I o J 0 IVdC l F�8825e UNIT D4 I UNIT D3 I UNIT D2 I UNIT DI I 69 10 /,Vc 7 8 31STORY CONDOS` ,FRONT) UNIT D8A18 I UNIT D7A/B I UNIT D6A/B I UNIT D5A /B I ^`' LO 1 & 2 TO HAVE DRIVEWAY \ JI w Ts I \ • \ ~Y I Spq�YFS 1 ST CKED FLAT CONDdb+, EA )FFE = 685.00 I FFE = 685.50 I FFE = 686.00 I FEE = 686.50 ~` TO BLUE RIDGE AVE. \ w O /�/ I I I I 690 I �I S rys T. SWM AREA - I \. -I I `� -------- - - - - -- ai \ - i � � r -- V � I �`' V fLX z `� 8 TUC UNDE 1�RKIN SPA E I YjY I BLOCK A —2y Z1 I aLk-i I 0 V j�., 0 I U v I 690 _ 0,0 I LOT 1 / WETLANDS __ -_ - n \ \ \ \ ` \ �., ..- - -- -- -- - _._.___ I SINGLE FAMILY RES. I I I Q \ oWin,. I L------------------- - - - - -J \. I� I tA= �. 5'R ' I h . O _' i N l �( \ \ \ \ • - S — -- 5 - �_ _sMH- s �5i 51 -- S s • I IZX2,25 �D \ \ I . \ \ 5' �_ _ w °�° SMH k \\ \\ PE MEABLEPAV — ZNIXZ I i 680 - - -- N / / A I \, 12 ARK(( b SPA ES ( - - - - - - - - \ POWELL'S CREED "�-- / �, Q \ - , %` o N. � fs R r \ `I I 0 o ` 'Y M TMP 56 -6A SARA M. MAUPIN z1 - g - °v I I DB /PG: 1230/471 �{ f3- G /moo \, \ �I ` �-� \ ✓ Nl \D 80 \ \ 1 - -0.605 ACRES 10 -A- �� I _ SINGLE FAMILYRSSI ENCE _ D - 685 -\ �\ \ ' �b v /, \ °f �X /J�n \ \ - - -I- - - - - - - _ = 3� R_6 !Z ' S2J� - R I 1(o I IN �ti /x \ \ 685 - 6 I 634.991, MODIFIED �6 \ \\ g i - \ -CG -2, TYP. Ab SWIM AREA EX. D11 VEWA Y - - / 4 / EX. �\ � \ ��.�� ~\ \ ` ` � \ \ � \ \ se\ I /,�"✓ STRUCT. \\ \ i �6 .42 SSMH RIM 678.77 100' STREA \ \ 80 \ \ ' IM SETBACK N ` /\y S- e . - S \ MATCHLINE — SEE SHEET 4 \ >~ — , \�, � � � no h 0' 10' 20' 40' 160' . ] N S V) T r VI h .�,� L ✓t m V) + J L o — ('CS W r Qo N d- z Z Q W W (0 2 >= O i Q > 5 Q 0 z W W _ N U) O U I..L � — a W J z c9 a W_ J W ~ Z O cIf L 66 0/ - O O c 1 O I m m I-------------- - - - - -- I t rn -xi 13 1`t , P6 — —�� I5 c5 1-t7 '�I ZZ 2� 1y I SMH -� BLOCK A - -- I- - !_ I LOT 5 I N1 P I _ ..� I IN SUNKEN MEDIAN WS - - - - - / / 1 FFE - 709/699 I \ �-91 1 9' I SINGLE FAMILY RES. W - PERMEABLE PA RS TYP.- T9 7U5 NL I CURB CUTS, TYP. 0 48 PARKING SPACES a TYP. - - \ = — — — — — — 1 ( — T' `^I� w w vu I W w W 8'WIPW.L. W w w ws w w w w W W 1 L-------------- - - - - -� \ a 5'R, TYP. LOTS 3 & 4 TO HAVE DRIVEWAY /- VDOT STD. TO REAR ACCESS OR TO BLUE 1 LOTvB10 / f I / D ? CG -2, TYP. RIDGE AVE. I BLOCK B '�{ 1 FFE =7os7 1 �?� 4 Ilo 2� I(� 121 �� ti� „�\ W �A 40 ►�\ �� S 4� ,. - - - - - - - - - I i 9 , n i`i6 LOTS 1 -12 \ I 12 TOWNHOUSES \ 1 \ \ . 4 151R i '= __ - - - -- - - n -- 1 N LOT B9 \ \ - j'� z 1 I -- - - -- �I CONCRETE SIDEWALK . J r--------------------- f r, \ DWM DWM DWM FFE - 7051695 rt3ARPgE 14 J / OOF /ARCH. ELEMENT 1 \ - ' ..SpA�E ` 1 ' \ DWM DWM U U M I f I \ I EX. FHA TO _5 I q> I \ BLOCK A (REMAIN 1 �\ - -- \ CONNECTION B/W 1 1 1 __ , t, a�` o� � WETLANDS BUILDINGS, TYP. N 1 \` \ \ " O 1 n \ 21 UNIT C20 I UNIT CI9 UNIT C18 UNIT C16 I - - UNIT C11 I 4� U) LOT 4 \ NO DISTURBANCE E' 1 `� r o \ FEE 4 FEE 710.00 FFE= 711.00 FF - 00 UNITC15 UNIT UNIT I UNITC12 _ FEE 717.00 0 J I SI �\ \ I - GAS - DWM''1 RES. �' f, I = 713/708 FFE = 714/709 FE = 715/710IFFE = 715/71 - - I Q ILE FAMILY I I y O V "o �' \ i - -- I -- -� I I �� 7 1 LOT 8 1 —\ ¢ I L-- - - - - -- ---- - - - - -� \ \ \ \ �� FEE = 704/6 A n �, UNhT71 Q. 14' PERMEABLE PAVER PATH m \ \ \ 1 \ \ FFE = 71 p.00 UNIT C WM I TO SERVE AS EMEGENCY 15'R FFE = 705 0 ROOF /ARCH. ELEME T O I MEApI OF INGRESS /EGRESS I O \ N l _ ~ CONNECTION B/W I - - - - - �L - - - - \ \ V �� \ �� SMH • _ - - - DWM °� a \ -10'R W \\ D \\ ~ \ I J I �� UGE _ -- UGE I WM BUILDINGS, TYP. > \ \ . LOT B7 WIVI \ 1 \ \\ \ \\ \ UNIT 3 \ 8' PVC .S. DWM - I SMH G)C fl 1 f--- 1 fl 1`J(1 - - - - v �„ o FFE - 702/692 \ \ \ • S S S\ S S S S S S S - - • ^/ cn O O FFE = 705 0> SMH �� r f I x DI y D C7 I — \ LOT �10' c / � X to \ \ 24 COTTAGE STYLE CO DOS LE PAVER WALKS � - � - - - - - N • Fy t✓ ,,;. \ r �� \., \ \ UNIT C2 \ 'I d 1 5'R, TYP. 15'R v LOT B6P %\ GvM �., y \ \v v s FFE = 700/690 - /= O FFE 705/70 _ I _ _ V\ \ v y I I \cp-\ 4k r° \ \V A V --UNIT C4 I UNIT C3 DV� w \ i � � \\ \\ FEE = 71Rp0� FEE 712.00 =' �,I Z 'E LOT B5 v �'\ s v v i a 10 vj \ \ FFE - 699/689 \ D °o \ \ UNIT C8 I UNIT C7 J I \ ��, FFE - 707.50 FFE - 707.5 I I ( �24'f 1 8 I L - - - \ - 1 - I P. P UGT 1 ZONE X 500 -YEAR FLOOD \ 1 24'X 24' PERMEABLE \ 7/" \ \ S \\ \ @ 0.5' EA. I MITYp MODIFIED I I O CG -2, NP. STRUCTURE TO 1 LIMITS FROM FEMA MAP PAVER PARKING, AD, \ \ \ \' \ �'h \\ \ UNIT C5 _h 1 = �' �• \ CONCRET UNIT C2 1 �H -•� \ 1 • \ q \ FFE = 710/705 n \ 51003CO229D, 02 -04 -05 \ 1 \ NP \ �r \ \ \ \ �" HEADWALLS FEE = 710.00 ` REMAIN I O �dl \ v V A � v \ 6 a/ ' �� v Fq \ I ` 5' MAX. HEIGHT UNIT C9 WM )\ I — I I I 1I{ PP LOT 64 �---- v v 1° \ v v FFE - 698/688 /6 � ' \ � �� , � � �� \ � • �� • v � � � � FFE = 705/700 -``- UNIT 1 UNIT C1 I LOT B3 0 .�' \ \ \ \ \ \ FFE = 705/700 - hFE = 70 50 - I I' w I I SSM7 1 \ \ \ \- ` \ I RIM 715.82 \ / \ �q p - UNIT w I INV. IN 707.16 1 FFE = 698/688 P \ 7 \ I I INV. OUT 706.98 FFE = 705/7 I) U \ I \011 v W BLOCK A 1 �v DwM LOT 3 t -- -- -- - - - --G, -- L- ---- - - - - -- --PACE OR EX WATER ZONE AE 100 -YEAR FLOOD \ \ � \ \ \ p �'' � � \ �\ a \ � � � - � } COMMUNITY SPACE OR METER TO w \, LIMITS FROM FEMA MAP LOT B2 I U) SINGLE FAMILY RES. % 5'100,3CO229D, 02 -04 -05 A� - \ / A �� A - - �1.._ -.. �' \o REMAIN \ \ FFE = 697/687 \ �\ \ � � � -- � _ - _ J _. _ WM _ 685 -��.. \ \ v \ _ - - __._ _ IN, CP D O REMAI ` � A r \ "R z �I STRUCTURE D �Y \ A `0100 CG -11 T N \ v v LOT B1 / �' V - /v m 35'R \�\ \\ Q G 15'R< 15'R _ \ � � FFE = 6961686 - �A �U - -- - �, DI i ti � I \ DWM . \. -, VDOT STD - -- - - ui 1 \ \ \685 � / \ � �� \ � 1 10+00 \ \ \ ``- _ ] - - -- ^° t2 +too c� Tv� — - W ST VILLAGE AVE. a I \ ,DWM. '. \ W - ~ // y - 1+0 .. -- co S \ \ / / 697.00 -W - -- -^ w �r w w _. - °_n W �__ W �r _.- W .-- W .� \' PP W - \N DIP W.L. 3 DIPW L. - - I RETAINING / rn ` ,�` \ \, \ 2� L B SSTOP ( //WALLS TYP. I, \\ 15R \ / _ _ ;` -- - - -- - _ _ )° i \ 6P � � L0 �� 1 "R - _,� _ �` ;. -..S.R '� , °° _ � __ FHA � �'\r d � w \c O O \ 100 STREAM SETBACK ;/ 0 9 RETAINING WALL W/ STEEL RA46 � \ \ T cu / w \ \ \ S��Q W - h� I TW = 05.00 - 710.00 O � (9 5 F: \� 696 30' -_ VT)OT� STD BLE PAVERS \ VBW 05 00 (5' MAX. HEIGHT) Abs � \ O WA T& / / L - - -- �� - - - -- - -- I-I \ \ I / / SG2 TYP - -- 25% - - -- - - __ \ \ FrE, / / / = R XR,TYP. r 5R I _700'_ - ---- - - - --I SWM AREA UNlT6g4 SO / V I , Q� l W > !) �\� �'' _ -� I I I N1 \w =j 685 °IZ lrrF, / r t3 / c� .I -'�' �' I I \` �- BLOCK A FNITD,� l �Ni s oo/ FwVv / \ 6 @l T °7 F 0�� 1 1 1 n \ 661-001 U l NiT°Sg so c) ww�¢ c� w W I I I \\ LOT 2 goo I I I \ r NlT U S. /W I C9 I w i Q STNCzLE FAMILY RES. \ I I ` v rrE;685aB /�� °/o / 61 �� a I `. 15 1 UNIT �`� �7-- 96.p0 685 _,, � 1 (} �' I I I - I \ 695 L------------------ - - - - -- \ I vs X68 \ \ \ \ \ ^�a8 °lrF °l3 LOCK D FEE = 698.50I FFE = 699.001 FFE = 699.501 FEE 700.00 I I o J 0 IVdC l F�8825e UNIT D4 I UNIT D3 I UNIT D2 I UNIT DI I 69 10 /,Vc 7 8 31STORY CONDOS` ,FRONT) UNIT D8A18 I UNIT D7A/B I UNIT D6A/B I UNIT D5A /B I ^`' LO 1 & 2 TO HAVE DRIVEWAY \ JI w Ts I \ • \ ~Y I Spq�YFS 1 ST CKED FLAT CONDdb+, EA )FFE = 685.00 I FFE = 685.50 I FFE = 686.00 I FEE = 686.50 ~` TO BLUE RIDGE AVE. \ w O /�/ I I I I 690 I �I S rys T. SWM AREA - I \. -I I `� -------- - - - - -- ai \ - i � � r -- V � I �`' V fLX z `� 8 TUC UNDE 1�RKIN SPA E I YjY I BLOCK A —2y Z1 I aLk-i I 0 V j�., 0 I U v I 690 _ 0,0 I LOT 1 / WETLANDS __ -_ - n \ \ \ \ ` \ �., ..- - -- -- -- - _._.___ I SINGLE FAMILY RES. I I I Q \ oWin,. I L------------------- - - - - -J \. I� I tA= �. 5'R ' I h . O _' i N l �( \ \ \ \ • - S — -- 5 - �_ _sMH- s �5i 51 -- S s • I IZX2,25 �D \ \ I . \ \ 5' �_ _ w °�° SMH k \\ \\ PE MEABLEPAV — ZNIXZ I i 680 - - -- N / / A I \, 12 ARK(( b SPA ES ( - - - - - - - - \ POWELL'S CREED "�-- / �, Q \ - , %` o N. � fs R r \ `I I 0 o ` 'Y M TMP 56 -6A SARA M. MAUPIN z1 - g - °v I I DB /PG: 1230/471 �{ f3- G /moo \, \ �I ` �-� \ ✓ Nl \D 80 \ \ 1 - -0.605 ACRES 10 -A- �� I _ SINGLE FAMILYRSSI ENCE _ D - 685 -\ �\ \ ' �b v /, \ °f �X /J�n \ \ - - -I- - - - - - - _ = 3� R_6 !Z ' S2J� - R I 1(o I IN �ti /x \ \ 685 - 6 I 634.991, MODIFIED �6 \ \\ g i - \ -CG -2, TYP. Ab SWIM AREA EX. D11 VEWA Y - - / 4 / EX. �\ � \ ��.�� ~\ \ ` ` � \ \ � \ \ se\ I /,�"✓ STRUCT. \\ \ i �6 .42 SSMH RIM 678.77 100' STREA \ \ 80 \ \ ' IM SETBACK N ` /\y S- e . - S \ MATCHLINE — SEE SHEET 4 \ >~ — , \�, � � � no h 0' 10' 20' 40' 160' . ] N S V) T r VI h .�,� L ✓t m V) + J L o — ('CS W r Qo N d- z Z Q W W (0 2 >= O i Q > 5 Q 0 z W W _ N U) O U I..L � — a W J z c9 a W_ J W ~ Z O cIf 730 720 710 700 680 / -.. ._, tom\ • \\ \ 0v0 SSMH \ RIM 678.77 \ - \ 1C0 STREAM SETBACK � s�S \ s \ ZONE X 500 -YEAR FLOOD LIMITS FROM FEMA MAP \ \\ 51003CO229D, 02 -04 -05 S \ 19 \ \ \ ZONE AE 100 -YEAR FLOOD \ LIMITS FROM FEMA MAP `s \ 51003CO229D, 02 -04 -05 RIP RAP CHANNEL TO \ \\ C CREEK INV. IN 675.13 N \ _ EX"" EKED) R \ \ ( 675 BLO S s \ \ s p,P Ro \ \ TIE TO EX. SS /�� Pw`CJ R p l S \ \ ``` �� \ MANHOLE `X� 40 LEVEL \ N S � S SPREADER g ' (NO FILLS \ \ \ \ SSMH RIM 672.90 N INV. IN 664.05 INV. OUT 663.95 _X 670 S \ \ N etp SSMH ' RIM 673.59 EXISTING BRIDGE n6 h 0' 10' 20' 40' 160' -iutuu II +uu 11 +0u 13 +00 14 +00 15 +00 16 +00 MAIN ROAD PROFILE SCALE: H: 1"=20', V: 1"=10' CO SIC TYP. CG -6, TYP. PAVING SECTION, WEST VILLAGE DRIVE TYP. TYPICAL SECTION WITH NO PARKING 54' O.W. ON BOTH SIDES VDEEP WQ-SWALE SIDEWALK TYP. TYP. . �\�� .�\\ /��'®/ � /,��\�\ / \/\ /yam /� /,�� /� / \ /\\\ /�� :;• r � � ,;. � ♦ • � • y i•..� ♦ � • �;. ♦ � �.y i..•.r- ..• • ♦ ♦ •; • • • !:• • + ►�•. • : !, � s. � r ^,' � • • !:r •. • .:• . • ��i // i�/ G. �u% ��i�// i�% i\ �' bi� /�i\\� /i�$/i�� %ii�/i.�„� %i\\�/ �b:� /�r�D.�� ._ }..� �.••.._:♦.._ �- ! . ; __�..; �.. i.._:♦ ..,•.:.. .._ ,•.. ..•: _.. ....•.....;_ !..•.!:...•:: •.fc.•••_: •.•c, .fc••••a_.��1!:��ia..__ CONCRETE SIDEWALK, TYP. VDOT STD. CG -6, TYP. ASPHALT PAVING SECTION, TYP. WEST VILLAGE DRIVE TYPICAL SECTION WITH PARKING ON BOTH SIDES CURB CUT'' ,� \ (ERY 50't TURN DOWN CONCRETE SIDEWALK TO CREATE V WALL Vx 0.5' BOX------/ CULVERT AT EVERY 50' TO SWM FACILITY SWM FACILITY 730 720 710 700 m •.$ 4--) ((W) j /{_/lj\� . / I ' sw cz W., r N d' z Q aZ a wa Z �W ��Q w z Qw� o> zWw � N U) O � U J Q W Z J W � J I..L W ~ 4 z /O VJ ,W c. mg 2'1 77 .. ..... .... \1000, ... ....... j if X if W 'A IN, - --- -- -J ... . . ..... Cn .......... A V, Z %6# Ar V, 7 • Z, 4, • 685 �) 01 .... ... ... 680 ��,4% rl`tLLZ5 GREEK 0 44* 'PAO zw N., PLANT LIST LARGE STREET AND SHADE TREES SCIENTIFIC NAME COMMON NAME Acer rubrum 'Red Sunset' Red Maple Betula nigra 'Heritage' River Birch Carya ovata Shagbark Hickory Cercidiphyllum japonicum Katsuratree Cladrastis kentukea Rosea' Yellow w ood Fagus grandifolia American Beech Ginkgo b iloba 'Magyar' Ginkgo Liquidambar styraciflua Sw eetgurn Nyssa sylvatica Blackgurn Platanus x acen'folia London Flanetree Quercus accutissima Saw tooth Oak Quercus bicolor Sw amp White Oak Quercus phellos Willow Oak Umus parvifolia 'A/lee' Lacebark Elm EVERGREEN SCREEN TREES SCIENTIFIC NAME COMMON NAME Cryptomena japonica Japanese Cryptorneria Ilex opaca American Holly Juniperus toirginiana Easter Red Cedar Myrica ceritera Southern Wax Wrtle Pinus strobus White Rne Thuja occidentalis Eastern Arborvitae UNDERSTORY SMALL FLOWERING TREES SCIENTIFIC NAME COMMON NAME Acer griseum Paperbark Maple Amelanchier x grandiflora Serviceberry Cercis canadensis 'Forest Pansy' Eastern Redbud Caroinus caroliniana Ironwood Cornus florida 'Cherokee Princess' Row ering Dogwood Cornus kousa 'Constellation' Kousa Dogwood Chionanthus virginicus White Fringetree Liquidambar slyraciflua Sw eetg u rn Magnolia virginiana Sw eetbay Magnolia Oxydendron arb oreum 'Chameleon' §ourwood Sassafras albidum Sassafras Stewartia koreana, Korean Stew artia PLANT LEGEND + LARGE STREET TREE 4t*) LARGE SHADE TREE • EVERGREEN SCREEN TREE ..il UNDERSTORY / SMALL FLOWERING TREE 410, scale: 1"=30' no h 0' 15' 30' 60' 120' 0 Z z a <z LU J a 0 W a.LL1 o LU U~ U) OZ ZZ> -j Ui WE 04 (D LU IN 0 Ui U) >W U) U) z 0 W Of OF I. \V ...... . .... 410, scale: 1"=30' no h 0' 15' 30' 60' 120' 0 Z z a <z LU J a 0 W a.LL1 o LU U~ U) OZ ZZ> -j Ui WE 04 (D LU IN 0 Ui U) >W U) U) z 0 W Of OF - \ - - -� \\ �•S'� '`` / 68% SWM AREA -- - - I -------- �'--------- - - - - -- �+ �+ T �� v MATCHLINE -SEE S H C C�I,3 '� � '`1l i�6 �, 8 TUC UNDE ARKIN SPA ES m a I I so gyp, ( ��q sow_ I I w I Y Y I BLOCK A s '� I I I I U U 690 WETLANDS \S I ° LOT 1 I -- -- — I SINGLE FAMILY RES. - - S SR „PVC3� 5R S �� S L---- - - - - -- - -- - - - -- 5' SMH PE MEABLE PAVFBS - - -- 1 - — —� 12 ARKAb SPA (t ES 5'R POWELL' \ ^ TYP f J I~ I� I v¢, I� I I� I uj I 7 Q� I I (rlo Lli O w O ri iD S CRE R. '� \ I -- '` TM P 56 -6A \ SARA M. MAUPIN I °a DB /PG: 1230/471 w m - -0.605 ACRES I W w 685 `� \\� - - -I - - --- - - - - -- SINGLE FAMILYRES11ZENCE I J \ \ \ R -6 - ` 68 I 1 V. IN \ 685 5 m 6 4.99 �.�• \ _ _ <L _ _MODIFIED CG -2, TYP. \ \ N SWIM AREA EX. D IVEWAY EX. - -- \ - - / N \ s8\ STRUCT. 730 720 710 700 �:0I11 •:I SSMH RIM 678.77 \ \� \ ;CO' STREAM SETBACK- � � \ N i< w 6 ZONE X 500 -YEAR FLOOD 8 ~ � EX. DR/l/EWA \ \ 0 ~`"•• . ____ � \\ \ LIMITS FROM FEMA MAP \ \ 51003CO229D, 02 -04 -05 S \ \ \ \ \ \\ 675 \\\ ZONE AE 100 -YEAR FLOOD \ \ \ I I \ S \ LIMITS FROM FEMA MAP \ 51003CO229D, 02 -04 -05 \ RIP RAP \ \ \ CHANNEL TO S \ CREEK \ INV. IN 675.13 EX 8• �MP N \ \ — ,EKED) F \ (eL° S \ \ 'r \ \ 675 Lp v / S \ \ \ TIE TO EX. SS MANHOLE S LEVEL \ N / S j V SPREADER S \ (NO FILL) S \ \ ~ \ 6)0 SSMH / RIM 672.90 N S \ INV. OUT \ "`•� , INV. O 663. 663.95 S 61>0 / 670 -_ SSMH RIM 673.59 - / EXISTING BRIDGE i \ scale: V=20' no h 0' 10' 20' 40' 1E / P Rp PD JPRMp,�1so owa l 1u +uu 11 +uu 12 +00 13 +00 14 +00 15 +00 16 +00 MAIN ROAD PROFILE SCALE: H: 1 " =20', V: 1 " =10' TYR CG -6, P. PAVING SECTION, TYP. WEST VILLAGE DRIVE TYPICAL SECTION WITH NO PARKING IN N T l`J }, N V) ) y r F ' 4 Y T � O s nr o. RS " 0 N z Z W a. CW G O i Q L.1. o > 5 W Iz z W W N U O U ry ' Q w (D Z Q WSJ rC J > W� _ I I OF •' . IL • : • • • •, `�. °� \ion \\\� O� \�O o ��p\�p \�� \��O�p\\ \��Q �p\�\\�� ,., •..., • , -, ,. ,.r� , . '�j ^: ,..: • . � , .,:. , ,• ,_ , •• . ;. ,.,.�� / //, / \ / \ / \b % \ / \! \� � \� \f \% //Q� % \I / /��. 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