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Home My WebLink AboutSDP202100053 Plan - Submittal (First) 2021-06-29GENERAL CONSTRUCTION NOTES: (AS PER RGA PLAN) 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS. BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL., STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN. IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS: (AS PER RGA PLAN) 1. EXCEPT AS OTHERWISE SHOWN ON THE PLAINS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ALL FILL MATERIALS SHALLLBE COMPACTED TO 95X OF THEORETICAL MAXIMUM DENSITY AS DETERMINEDBY AASH ID T— 99 METHOD A. WITHIN PLUS OR MINUS 2X OF OPTIMUM MOISTURE. FOR THE FULL WIDTH AND DEPTH OF THE FILL 3. ALL GRADING AND IMPROVEMENTSTO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. AIL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK. AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. SITE PLAN AMENDMENT OLD TRAIL VILLAGE BLOCK 32, PHASE 2 LOTS 34 THROUGH 40 WHITE HALL MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERUNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO —LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB —OUT SHALL UNDERGO THE ACSA LOW—PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB —OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN 'OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. SHEET SCHEDULE SHEET CONTENTS TITLE PAGE VICINITY MAP GENERAL CONSTRUCTION NOTES: 1.00 ACSA GENERAL WATER & SEWER CONDITIONS EARTHWORK, DRAINAGE, & SITE CONDITIONS: GENERAL SURVEY NOTES LEGEND 2.00 LOTS 34 — 40 EXISTING CONDITIONS 2.10 LOTS 34 — 40 SITE PLAN AMENDMENT 2.20 PARKING EXHIBIT 3.00 DETAILS CRFF�O�F l i o SITE 25 VICINITY MAP SCALE 1" = 1000' LEGEND: R/W = RIGHT OF WAY SBL = SETBACK LINE D. B. = DEED BOOK PG. = PAGE TMP = TAX MAP AND PARCEL WL = CENTERLINE WATERLINE ACSA = ALBEMARLE COUNTY SERVICE AUTHORITY SD/E-1 = VARIABLE WIDTH PUBLIC SIGHT DISTANCE EASEMENT D.B. 5208, PG. 362, 366 (PLAT) SD/E-2 = VARIABLE WIDTH PUBLIC SIGHT DISTANCE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) SD/E = VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) ST/E — 20' PUBLIC STORM DRAINAGE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) SS/E = 20' ACSA SANITARY SEWER EASEMENT D.B. 5208, PG. 362, 366 (PLAT) WL/E—X = EXISTING 20' ACSA WATERLINE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) WL/E = NEW 20' ACSA WATERLINE EASEMENT (FROM PT. "A" TO "B" SEE TABLE) NEW DW/E = NEW DRIVEWAY EASEMENT PD/E-1 = VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT D.B. 5208, PG. 362, 366 (PLAT) PD/E-2 = VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT D.B. 5386, PG. 251, 255 (PLAT) PHASE 1 = D.B. 5208, PG. 362, 366 (PLAT) PHASE 2 = D.B. 5386, PG. 251, 255 (PLAT) (RGA PLAN) = PLANS PREPARED BY ROUDABUSH, GALE & ASSOCIATES TITLED ROAD AND UTILITY PLAN OLD TRAIL VILLAGE BLOCK 32 DATED SEPTEMBER 10, 2018 AND LAST REVISED MAY 23, 2019 680.57X = EXISTING ELEVATION 680.57 X = PROPOSED ELEVATION 680.57 = DRIVEWAY SLOPE = EXISTING HYDRANT NOTES: 1.) OWNER: MARCH MOUNTAIN PROPERTIES, LLC. 1005 HEATHERCROFT CIRCLE, SUITE 100 CROZET, VA 22932 2.) TAX MAP AND PARCEL(S): TMP 055EO-01-32-03400 THROUGH TMP 055EO-01-32-04000 3.) DEED REFERENCES: DEED BOOK 2233, PAGE 389 (PORTION THEREOF) DEED BOOK 5386, PAGE 251, 255 (PLAT) 4.) MAGISTERIAL DISTRICT: WHITE HALL 5.) ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016. 6.) PLANNED USE: SINLGE FAMILY ATTACHED RESIDENTIAL (TOWNHOUSE) UNITS. LOTS 34-36, LOTS 37-39 AND LOTS 40, 93, AND 94 ARE 3 SETS OF 3 ATTACHED TOWNHOUSE UNITS. BY THIS PLAN 2 ADDITIONAL LOTS (LOT 93 AND LOT 94) ARE BEING CREATED. SEE NOTE 22 BELOW FOR UNIT/PHASE BREAKDOWN. LOTS 34 THROUGH 40 ARE DESIGNATED AS AFFORDABLE HOUSING UNITS. 7.) WATERSHED: LICKINGHOLE CREEK 8.) WATER SUPPLY WATERSHED: SOUTH FORK RIVANNA RESERVOIR. 9.) AGRICULTURAL —FORESTALL DISTRICTS: DOES NOT LIE WITHIN. 10.) DEVELOPMENT AREA: LIES WITHIN THE DEVELOPMENT AREA. 11.) CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN PROJECT LIMITS. 12.) TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED BETWEEN DECEMBER 4, 2020 THROUGH DECEMBER 12, 2020; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.. NO BURIAL GROUNDS WERE FOUND. 13.) THE HORIZONTAL DATUM IS BASED ON VIRGINIA STATE GRID NORTH SOUTH ZONE 1983. THE VERTICAL DATUM IS BASED ON NAVD 1988. 14.) FLOOD ZONE: PROJECT DOES NOT LIE WITHIN A F.E.M.A. DEFINED 100 YEAR FLOOD PLAIN AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM) 510006-0237 D, WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 15.) ADDITIONAL SITE PLAN INFORMATION, EROSION CONTROL, AND LANDSCAPE PLANS SEE PLAN PREPARED BY ROUDABUSH, GALE & ASSOCIATES TITLED ROAD AND UTILITY PLAN OLD TRAIL VILLAGE BLOCK 32 DATED SEPTEMBER 10, 2018 AND LAST REVISED MAY 23, 2019 (RGA PLAN). NO OVERLOT GRADING, ADDITIONS, OR SUBTRACTIONS FROM THE ORIGINAL SITE PLAN LANDSCAPING PLAN ARE PROPOSED OTHER THAN SHOWN HEREON AND NOTED AS "PROPOSED". 16.) LOT AND BUILDING REQUIREMENTS A.) MINIMUM LOT SIZE = 1,000 S.F. B.) HEIGHT: SINGLE FAMILY ATTACHED = 4 STORIES OR 60'. C.) FRONT SETBACKS: FRONT RANGE 5' (MIN.) TO 25' (MAX.) D.) SIDE SETBACK = 5' E.) REAR SETBACK = 5' 17.) PARKING REQUIRED: AS SHOWN ON (RGA PLAN) LOTS 1 THROUGH 92. A.) 2 SPACES PER SINGLE FAMILY DETACHED — 73 (SFD) = 146 SPACES (RGA PLAN) B.) 2 SPACES PER SINGLE FAMILY ATTACHED — 19 (SFA) = 38 SPACES (RGA PLAN) 18.) PARKING PROVIDED: AS SHOWN ON (RGA PLAN). A.) 4 SPACES PER SINGLE FAMILY DETACHED (SFD) — 2 GARAGE + 2 DRIVEWAY 73 (SFD) X 4 = 292 (RGA PLAN) B.) 2 SPACES PER SINGLE FAMILY ATTACHED (SFA) — 2 X 19 = 38 (RGA PLAN) C.) ON —STREET PARKING (ONE SIDE OF BISHOPGATE LANE) = 88 (RGA PLAN NOTED) 19.) PARKING REQUIRED PER THIS PLAN. A.) 2 SPACE PER SINGLE FAMILY ATTACHED (SFA) — 2 X 9 = 18 (LESS 14 SPACES PREVIOUSLY ALLOCATED AS PER RGA PLAN). 20.) PARKING PROVIDED PER THIS PLAN A.) 2 SPACES PER SINGLE FAMILY ATTACHED (SFA) — 2 X 9 = 18 (DRIVEWAY PARKING) B.) ON —STREET GUEST PARKING (ONE SIDE OF BISHOPGATE LANE) = 88 (RGA) + 2 (THIS PLAN). 94 GUEST PARKING AVAILABLE (SEE PARKING EXHIBIT). 21.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, IMPLEMENTATION, AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. 22.) PHASE 1 IS COMPRISED OF 27 LOTS WHEREAS ALL LOTS ARE SINGLE FAMILY DETACHED. PHASE 2 IS COMPREISED OF 64 LOTES WHEREAS 45 LOTS ARE SINGLE FAMILY AND 19 LOTS ARE SINGLE FAMILY ATTACHED. BY THIS PLAN 2 ADDITIONAL UNITS ARE BEING CREATED. 23.) ALL WATER LINES, SEWER LINES, AND FIRE LINES FORM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 24.) WHERE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 25.) ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. z 0 W 0z �N�0 U J c zJQ�� Q-=Ow J �i��Q J nj 2 WQc~� �-- Y cy) o 0 v+ Lu 0 J ) J m0 0 J Q Lu R— ♦ ♦ ♦ NOT FOR CONSTRUCTION / STM-AB LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 / / / 6 2A SfM / r- - $1 - _ R2C -- -- -- -- -- -- - -- - --� - - - -- -- -- -- -- - / w 0 a / / / / / / / / / EX. CG6 I PD E-2 BICKNELL STREET 055E0-01-32-000DO - \ 30' PRIVATE RIGHT-OF-WAY MARCH MOUNTAIN PROPERTIES, L.L.C. k 6' PVC D.B. 5386, PG. 251, 255 (PLAT) D.B. 5386, PG. 251, 255 (PLAT) I \ 0 6 PVC SAN-AB 6" PVC I \ RGA- 0 I EX. CG6 \ \ I EX. CG6 I ' N SR \ N 00.00'00" E 193.30' SAA- N-AB RG : RGA- G � SAN-AB v� -- ----------- ------- - \ I \ \ LOT 37 LOT 38 / \ , I LOT 34 LOT 35 LOT 36 - - - - - - - - - - - LOT 39 , jAn 40 ----- /1 ?i \ \ -- --- -- '—— -— . —- —-——-—-—-—-—-—-— - — - — -——-— - — - — -— — —-— _ — — —-—— -— -— -— -— -— -— . —- —-—— -— -— -— -— -— . —- —- —' —- —' /—.—'—'— ''—' , - PROJECT LIMITS S 00,00,00, E 11 83; (TOTAL) CD\___--- _ / / m �� xt xijw� wwwwwt wt M xxxwt wt \ uw wt va x/ wt xxx�m wt�m xwt EX. WATERLINE op— . . ._._.1._._1._._._._._._._._._._._._._._.�-.-.-.-.-.-.-.-.-.-.-.-.-.\-.-.-.-.-.-.-.-.-.-.-.-.-.-.-._. \ _ \ POCKET PARK "A" TMP 055EO-01-32-00OBO GP ? \ \ \MARCH MOUNTAIN PROPERTIES, L.L.C. / ) // / SAN-AB \ D.B. 5386, PG. 251, 255 (PLAT) // J / / RGA- E \\ (OPEN SPACE USE) Qp ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II•AWIiII■e!li!■■■■■■■■■■■■■■■■■ .: :■��a��am��■li��■■Ira■■■■■■■■r�■€■1■■■■■■■■■■■■■■■■■ ' ■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�A�lilfrl■1.11■■11■■■■■■■■■■®®33■■■■■■■■■■■■■■■■■■ .: ■11■■■■■■■■■■■■■■■■■■■■■■■■■II■■■■f�lll��.: ■■11■■■■■■i■■■IW'1WI■f7Y■■■■■■■■■■■■■■■■■ r--------------7■■■■■■■■■■■■■■■■lll■9■L!J■■11■■■■■■■■■■■■■■■■.i■■■■LI■■■■■11■■■■■■ ■EXISTING j 'i SANITARY PROFILE � � ��■`��i■■■■■■■■■■■CS■■■ICJ.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■r��7■■■■■■■■■■■■■■■■Jl,■■■■■■■■■■■■■■■■■■■■■■►■■■�1��■■■■ ' ', ■1 ■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�1!■�7■■■ TC I. W3a SAN-AB � RGA- F , N m aM v1 h m es llo NOT FOR CONSTRUCTION KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 Z W o' (� o Q W=w J cC�� z J < :5 Q— = O LJJ i a.I� J nj 2 WQ��cf) Cf)o oC/)w H- moo O J � J W FILE NO.: 2020-244 DWG. NO.: C:\UMSURVEMOLD TRAIL\BLOCK 32\ LOT 34-401SITE-PLAMOTTH 32 LOTS 34-40-02.DWG VIRGINIA GRID NORTH SOUTH ZONE (NAD '83) DATE: JANUARY5,2021 REVISED: APRIL 1, 2021 SCALE: HORIZONTAL: 1" =10' CONTOUR INTERVAL=1' SHEET TITLE: LOTS 34-40 EXISTING CONDTIONS SHEET NO.: 2.00 NEW LOT 37 3 wIL Of R PORCH 3' WALK R co POCKET PARKA FFE=684.71' J S2 sa4.2r 68a.zr J 6.4$ 682.38' Z Y 150 3 CURB AND GUTTER m a 677.50' (EXISTING) CURB AND GUTTER •� (�I R`S) ELEVATION VIEW I / M_ LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 / A .22AC / r 62- / w a 1 � / v / / / / / / / / / / / /o cr pD 03 O co / 1 / V 1 TM- RGA 6B 1 EX. CG6 /,) EX. CG6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - BICKNELL STREET 055EO-01-32-000DO \� I PO E-2 I _ m I 30' PRIVATE RIGHT-OF-WAY MARCH MOUNTAIN PROPERTIES, L.L.C. „ /^ s PVC I D.B. 5386, PG. 251, 255 (PLAT) D.B. 5386, PG. 251, 255 (PLAT) m \ 0 6 PVC y1\{� ) `l 5 5 5' S 5 �5�5 ,•9 5 5.�.5 5 55 5 v 55 5 5 55 $5 p I I �( SAN-AB I\ 6" PVC h RGA- 0Tm- I RGA EX. CG6 I \ II /ODA IX. CG6 p 1 690.19 680.57 1 681. 681.29 \ 681.66 .9 682.11 682.19 682.38 682.5 B89 7n rAq At 682.84 2. 2 682.96 .9 683.00 662.97 82.95 682.91 .7 682.84 8 682.49 18.4 a, p\ a°.: 18. 0'.23.08 J8.Q0' 23,08'08d I .5' SB C2 ° p� �� Lam. °: � �p a' 71 IN LIP. .18.0' ° I T 1 I p ® p ° Qj ®. a f \ I• .� o ® I 3R54,J da I •° '.'199.ia�i3 , p �Qi ° : f .. ° ® L rim- ° " FAC OF BLDG _ �a��o \ c\� 1 X®Q �,p, I N ° p Np I 17.33' 17.33 ® Y "�yS\I 17.33' 8 17.33' ®� O ''J''I ® ACE OF BLDG 8 h 1 '73' ® - 18.00 ® ¢ Ir ,>a" ' PROPOSED RESIDENCE PROPOSED RESIDENCE 6cP� PROPOSED RESIDENCE PROPOSED RESIDENCE PROPOSED RESIDENCE I PROPOSED RESIDENCE PROPOSED RESIDENCE 1 PROPOSED RESIDENCE I 1 FFE = 682.79' FIFE = 683.46' FFE = 684.13' I FFE = 684.71' FIFE = 685.38' FIFE = 685.35' PROPOSED RESIDENCE FFE = 684.68' / 1 I I FFE = 684.71' I I FIFE = 685.35' 1 I I N I I I I 1 I I I I �� 1 NEW $LOOS S.F. \ NEW LOT 35 NEW LOT 36 I I NEW LOT 40 NEW LOT 93 / Z 1,494 S.F. Z 1,916 S.F. Z I NEW LOT 37 Z NEW- _ _ Z NEW LOT 39 Z I Z Z NEW LOT 94 I 0 1 0 o I o I 1,916 S.F. 4 1 494 S.F. q 1 916 S.F. - `� - �� 0 1 q c q 3,114 S.F. (0.050 AC.) �O Q34 AC.) (0.044 AC.) I 1, 6 S.F. 4.4 S.F. \ 1 c o 0 o (0.044 AC.) c (0.034 AC.) c (0.044 AC.) o I (0.044 AC.) (0.034 AC.) o (0.071 AC.) C:to �I S S o 01 S I� o o- / 1 a a I a a I s a a / 1 m m m I m m m m m I 1 w .m I ODD w w ca I co eo \ / 1� I I w /I I / / / / / / / / r CD I o I c C o I c CD c / I 1 _ /` 1 18.00' - 25' SBC - - I I _ - -te.00 - -6W 25' SBL�t� - 18.00' X ° \41 1 \ 5 SBL I a 5' SBL.. ---- I ------ -- rz / - J� - -18-00 -.-. fl8r.-.-.-. -. - 113 - - -BCE)' - - - - - -2 8 - - - - 8 •-•-•-• - - �8.0�. - - �8 '/ .-.-.�./ 44 °e. .e .° : �°'a .� a .n°. ° p.° °' °'�^� ° e a p, p .° .a .. a..°;/.. ':,. PROJECT 1IMIT3° 'p ° �a 1 - e °PROPO�'ED 5'.� W 'AS� PER R PCA1i � e � PROP05'ED 5' WALK AS PER RGA P °. WALK .° ° p a °° °° ° ° m \ :;�n ni. cwt n n w w� w� xt n \ xt n xt /x� wt n ww� EX. 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D.B. 5386, PG. 251, 255 (PLAT) (OPEN SPACE USE) OP X10 ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Iwo■■■■■■■■■■■■■■■■■■ :1 ■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■3��It1�c�.11■11■■■■■■■■■■®®33�■■■■■■■■■■■■■■■■■ .:1 SAN-AB RGA- H I SAN-AB RGA- G 2" VDOT SM-9.5 PAVEMENT SLOPE (see Sheet 2.10 Detail for additional infomation.) /-4" VDOT #218 COMPACTED BASESTONE COMPACTED SUBGRAOE CBR=10 TO BE FIELD VERIFIED PAVEMENT DRIVEWAY DETAIL NO SCALE m KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 O z STM- -SD -�SD-SD 3C Q w=� Z J L/j Q QJ=mow J °° a.I� J nj 2 � LJ Q Cr) cn co a Q 0C/)w p � W3a J W O Q SAN-AB oN O RGA- F a�� Ric Q imp _ m a M SO W �cS 3: m [TXfl111 [•Y:x1f•I.". _ 3,11 PROPOSEDRESIDENCE I TYPICAL GARAGE AND DRIVEWAY CONSTRUCTION DETAIL SCALE:1" =10' NOT FOR CONSTRUCTION FILE NO.: 2020-244 DWG. 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I "I ,,,,, 1QO-yL;�_FlL_10E-` —_ — -i "I", . .. .. ..... - ,,, i p''ll, " I I I . . - . ....... ........ _..11llklkk. .:��;�l,:,I'1.1.1_ — . hP , �V � 1111��111 ........... �,� ............ vl;��"jvxl 1 . � Allllllllllllllllllllp P.P P. ..... pppp�)rr,r ... m,-,,t;,)".'v;._,4e!!,%?; � I I "REQUIRED SPACES PURSUANT SEC. 4.12.6 ,I OLD TRAIL BLOCK 32 APPROVED ROAD & UTILITY PLANS * 2 SPACES PER SFA (73 LOTS) 146 SPACES REQ. 2 SPACES PER SFD (19 LOTS) 38 SPACES REQ. 184 SPACES REQ. SPACES PROVIDED AS PER RIGA PLANS * 4 SPACES PER SFA ( 2 GARAGE + 2 DRIVEWAY)l LOTS) 292 SPACES PROVIDED 2 SPACES PER SFD (19 LOTS) 38 SPACES PROVIDED ON —STREET PARKING (ONE SIDE OF BISHOPGATE) 88 SPACES PROVIDED TOTAL SPACES PROVIDED 418 SPACES PROVIDED PROVIDED ON —STREET PARKING AS SHOWN HEREON ON —STREET PARKING (ONE SIDE OF I BISHOPGATE) 92 SPACES PROVIDED ) (*) FOR ATTACHED IMAGE AND ADDITIONAL NOTES SEE PLAN PREPARED BY ROUDABUSH, GALE & ASSOCIATES TITLED ROAD AND UTILITY PLAN OLD TRAIL VILLAGE BLOCK 32 DATED SEPTEMBER 10, 2018 AND LAST REVISED MAY 23, 2019 (RGA PLAN) SCALE: SHEET TITLE: PARKING I EXHIBIT SHEET NO.: 2.20 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 I y II { m1.1.4 I I I ILL- CRIMP AND ROLL END OF COPPER PIPING T 42" MIN REMAINING COPPER PIPE TO BE VER7ICAL \ 24" MIN. SHUT-OFF CORPORATION STOP W oz W i O Q W J Cc zJQ� Q-=Ow TYPICAL SERVICE TAP ABANDONMENT m > �� J nj 2 W Q ��(� ��oCO NTS FIG V-6B TB-11 O L u WMMj O O J � J J W SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE j AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS JI INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2E (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". pp I 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER I FILE NO.: 2020-152 BE I I DWG. NO.: C:\UDDISURVEYSIOLD TRAIU\BLOCK 32\ LOT 34-401SITE-PLAMOTTH 32 LOTS 3440-02.DWG PLUG END OF MAIN DNE SECTION SERVICE LATERAL 45'0'D• I I i IN LINE WYE-TEE PLAN VARIES R DATE: JANUARY5,2021 SEWER SERVICE LATERAL CONNECTION REVISED: APRIL 1, 2021 N.T.S. FIG. S-2 TD-33 SCALE: SHEET TITLE: DETAILS SHEET NO.: NOT FOR CONSTRUCTION 3.00 COVER LIFT NOTCH 14 1/2• 12 3/B" 12 1/2" WATER T. • CAST IRON LID '- 18" METER BOX �' ,B• •• A : 8" EXTENSION PIPE SLOT GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFlLL g2a I U41 MN MIN. 6' BEDDING '�!,<:i'•.r`' �68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF //68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a MI INITIAL BACKFlLL a UNSTABLE SOIL\ MI MIN. MIN MIN �t88 STONE RANULAR FILL AS APPROVED BY ACSA STA STABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION de BEDDING NTS FIG. W-2 TD-2 1' OmIPRFx9O1 K }/Y YA1E PPE CtlRNG OR APPpOMD DUTAL Q 1' 11l£'II' 86T OYPFA F011 USE ON ATTACHED SINGLE FAMILY RESIDFNUAL SFRWCE4 OR DUAL RESDENRAL AND IR@CA11N1 SFANCCS. I.A.A. TEE ND1L ND TREATED Hrnxcs r DUAL SERVICE R P COMPpE590N v !/C HALE PIPE COUPHNC OR APPROVED EQUAL t' 11PE 'N' SOFT COPPER O FDA USE W DETACHED SINGLE FAMILY gFSIDENIUL 4RVA'E MERE AN IRRIGAnoN METER IS NOT Pq%'DED. SINGLE SERVICE MOIL 1) SADDLES 9fALL BE USED ON PVC EWE I—� WON LID I FINISHED GRADE 8'-1 EDCKNNC METER A•K� BON EAET a ]B' MN. �n cDPPExsETTFA 1h BFND OWIEND� >� METER �'• tih CORPORATION STOP mxD w Dusr uxDER '�•'ry'.i,y INj"•V�r F,I A' DNAIEim DgAN nP4 11• STONE �%NW 1NICNNE55)~��y::a•"+,A- SPEC. N0. S7 AWiIEGTf TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 JUNCTION BOXES, TRANSFORMER PADS PEDESTALS. ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT ff WAY, i I i VARIES j S' �-10' S' WATER SEWER 3 A LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER DR SEWER ONLY - 20' MINIMUM WATER M SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D; SEPARATION OF WATER a SEWER SYSTEMS. UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE A7 90" TO THE RIGHT OF WAY. UTILITY LOCATIONS &EASEMENT WIDTHS i i NTS Flfb W-1 TD-1 2018 ROAD &BRIDGE STANDARDS cc-Yo WIDTH OF A WON+ OF ENTRANCE b d' P LNrtS OF PEOESTRINI® LIMITS OF PEDESTRUN � EXPANSION JCNT ESS ROUTEACCESS ROUTE NIP � yy � UNPAVED SPACE H N-TRAY R IMAVED SPACE HCO d°4 � �FW Q i EXISTING OR PROPOSED � WIOT� 6~'I SDEWALK OR SIDEWALK SPACE cuRB NCLuaEo N � EXPANSION JOINT ENTRANCE GUTTER- C w � BI--__W'• uw � ESS RWTE CE55 flWIE I now LINE / o PEDESTRIAN WITHOUT UPAVED