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HomeMy WebLinkAboutSDP201500028 Plan - Approved 2015-07-25112 SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT: DAVE BROCKMAN TOTAL 1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE IS 5,500 CROZET VA, 22932 CELL: (702) - 985 -9088 A VARIATION REQUEST HAS BEEN dave @oldtrailvillage.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES THE LOTS IN BLOCKS 16 AND 17/18 TO BE 914 MONTICELLO ROAD LOT SIZE OF 5,500 S.F. (AS SPECIFIED CHARLOTTESVILLE, VA. 22902 OF DEVELOPMENT). (434) - 977 -0205 BLOCK 10: TAX MAP PARCEL No: A PORTION OF 055EO- 01- 00 -000A1 BLOCK ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS LOT SQUARE FOOTAGE OF ZMA -04 -024 APPROVED ON SEPTEMBER 14, 2005 USE: BLOCK 10: 7766.3 1 9 SINGLE FAMILY ATTACHED UNITS 2 1735.2 2 4 SINGLE FAMILY DETACHED UNITS 2 5020.2 BLOCK 16: 3 5760.0 7 SINGLE FAMILY ATTACHED UNITS 4838.6 4 2441.0 25 SINGLE FAMILY DETACHED UNITS 5760.0 4 BLOCK 17118: 5 2018.9 5 30 SINGLE FAMILY ATTACHED UNITS 5 4838.6 3 SINGLE FAMILY DETACHED UNITS 6 BUILDING HEIGHT: NOT TO EXCEED 2.5 STORIES FOR SINGLE FAMILY USE SETBACKS: SINGLE FAMILY USE: FRONT SIDE REAR 10' 7.5' 15' FOR BLOCKS 10, 16, AND 17/18, A VARIATION REQUEST HAS BEEN SUBMITTED TO REDUCE THE SIDE SETBACKS FROM 7.5' TO 5', TO REDUCE THE FRONT SETBACKS FROM 10' TO 5', AND TO REDUCE THE REAR SETBACKS FROM 15' TO 5'. AREA SUMMARIES: BLOCK 10: LOTS 1.593 Ac. OPEN SPACE 0.000 Ac. PUBLIC R -O -W 0.999 Ac. PRIVATE R -O -W 0.250 Ac. BLOCK 16: LOTS 3.986 Ac . OPEN SPACE 0.734 Ac. PUBLIC R -O -W 1.015 Ac. PRIVATE R -O -W 0. 6B6 Ac. BLOCK 17118: LOTS 4.025 Ac. OPEN SPACE 0.424 Ac. PUBLIC - - R 0 W 1.086 Ac. PRIVATE R -O -W 0.774 Ac. TOTAL AREA 2.842 Ac . TOTAL AREA 6.4921 Ac. TOTAL AREA 6.309 Ac. LOT AREAS: MINIMUM LOT SIZE FOR SINGLE FAMILY IS 5,500 S.F. A VARIATION REQUEST HAS BEEN SUBMITTED TO ALLOW THE AREAS 0IF SOME OF THE LOTS IN BLOCKS 16 AND 17/18 TO BE BELOW THE MINIMUM LOT SIZE OF 5,500 S.F. (AS SPECIFIED IN THE OLD TRAIL VILLAGE CODE OF DEVELOPMENT). BLOCK 10: BLOCK 16: BLOCK 17/18: LOT SQUARE FOOTAGE LOT SQUARE FOOTAGE LOT SQUARE FOOTAGE 1 3603.1 1 7766.3 1 5186.6 2 1735.2 2 5760.0 2 5020.2 3 2318.8 3 5760.0 3 4838.6 4 2441.0 4 5760.0 4 4838.6 5 2018.9 5 5760.0 5 4838.6 6 2441.9 6 5760.0 6 4838.6 7 2322.4 7 5760.0 7 4838.6 8 1749.3 8 5760.0 8 5833.9 9 4210.0 9 7518.4 9 5318.4 10 10253.4 10 6200.5 10 4641.0 11 7920.0 11 5165.4 11 4641.0 12 7920.0 12 5940.0 12 4641.0 13 7920.0 13 5165.4 13 4641.0 14 12556.3 14 5940.0 14 4641.0 15 5165.4 15 6487.1 16 5940.0 16 5555.7 17 5165.4 17 5233.8 II 18 19 5944.0 4450.4 18 19 5154.8 5074.6 50 nittal Type 20 6054.9 20 4793.5 Approved by the t 21 5863.2 21 4945.1 Reviewed and 22 22 5118.5 22 7407.1 Community evelo ment Department 4 Date 21 23 24 4155.6 3528.9 23 24 5837.6 5395.5 Filet �� 25 3528.9 25 5416.3 26 4155.6 26 6040.1 -- 27 4182.9 27 5440.5 `--- S ,, +at ,�!; 28 3528.9 28 5451.4 29 4155.6 29 5430.5 30 5118.5 30 5295.0 31 5886.0 31 6282.4 32 5988.3 32 6051.7 33 5319.7 GROSS RESIDENTIAL DENSITY. PROPOSED IMPERVIOUS AREA: PROPOSED TURF AREA: BLOCK 10 = 4.96 DWELLING UNITS PER ACRE BLOCK 16 = 4.98 DWELLING UNITS PER ACRE BLOCK 17118 = 5.23 DWELLING UNITS PER ACRE 414,926 S.F. 200,843 S.F. OLD F1 I liLlmos /• .. \ ,�,' / . � \ ate, ; `:. ;' , � / 4 , 1 ._�`.,4„ by \ >'•�l //e // 1� §�• i`•/ : \.,; If 9 'I II, , 7 =z .y r, i 0 - i ,•; , a �' Pay ✓' \ i 1 « ( .....Lj'� t �i _., � .__. Rte' '• .....•'� '; ; °.... ........ !� , :.... , 4t} ' , , SITE a Iola 'i 1 ,• t Y- i F; i nt s, 1l t, i -' � f' ji ,;Yi \(,, ,,,� ,�.c!. `,C:•'><:�'� ".t ,.r � o� t �ry i' w: - ll A( 1 , Z' >\✓ /O - -- ...... gA °- _ Rte e ..' � iT r' i O , , -: i 1 , li „ i , j i 1_'? VICINITY MAP SCALE: 1'=1000 FEET 'VV 4 Ar PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2 x 79 = 158 SPACES �•�o w ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0.25 x 156 = 39 SPACES TOTAL SPACES REQUIRED = 158 + 39 = 197 SPACES V111 eJ PARKING PROVIDED: 158 SURFACE SPACES + 140 GARAGE SPACES - 298 SPACES PROVID GENERAL CONSTRUCTION MAGISTERIAL DISTRICT: WHITE HALL MAGISTERIAL DISTRICT `1 / NOTES J� STORMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN �� 0 � 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 WATERSHED: LICKINGHOLE CREEK "l (VOOT) . THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012 AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VOOT FOR REVIEW & APPROVAL. CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. 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. FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL) . WHERE REASONABLY OBTAINABLE, LESSER COMMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4, 2005. 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 COUNTY LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. AND DETAILS. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3, 000 LUMENS. 8 2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE -HALF B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. FOOT CANDLE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING INDUSTRY (29 CFR PART 1926) . RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 10. VISIBILITY OF ALL MECHIANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFERS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL - FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 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 (2916 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPOIN 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 TO VDOT FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR IWITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUAIRDRAIL 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 IDESIGNEE, 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 SHOIULDER 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 DRIVEWAY ENTRANCES SHALL 8 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. B. ROAID PLAN APPROVAL FOR SUBDIVISIONS S IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOLULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND 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 T RY SIGN S OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER 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 TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS ARE 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 CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 14. INSPECTION 6 TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. 6j SHEET INDEX SHEET 1 ---- - - - - -- COVER SHEET SHEET 2 --- M - - - -- OVERALL MATCH PLAN SHEET 3 ---- - - - - -- EXISTING CONDITIONS SHEET 4 ---- - - - - -- EXISTING CONDITIONS SHEET 5 --- - - -- -- EXISTING CONDITIONS SHEET 7 ---------- LAYOUT PLAN (Block 1 j - . PLAN SHEET 10 ---- - - - - -- UTILITY PLAN SHEET 11 -- - --- -- UTILITY PLAN TH OF D SHEET 12 -- - - - - -- GRADING PLAN (Christophe�r SHEET 13 -- - - - - -- G DING PLAN fVA SHEET 14' -- - - - - -- G DING PLAN C. Mulligan Lic. No. SHEET 15 -- - - - - -- LANDSCAPING PLAN o3is72 ENG � SHEET 16 -- - - - - -- LANDSCAPING PLAN SSIONAL SHEET 17 -- - - - - -- LANDSCAPING PLAN SHEET 18 -- - - - - -- TYPICAL SECTIONS, NOTES & DETAILS APPROVA DATE DEPARTMENT OF • DEVELOPMENT ZONING ENGINEERING INSPECTIONS DEPARTMENT OF N ni a CO w � wW = 0 N Co CM m � NQ go rz W E @ Oo wo c (L � z Q 00) w ¢ Z M Q UQ [: W CU CO -j N (� = cb WC N jo CO) �t '40 oLL LL W LO cc o � o W CC CC on W aW grn 2 cn d. T rR Q V W 2 z O W = 0 a REVISIONS DATE May 8, 2015 0 w1'- W T 0 v, i U O J m J Q 0 J W Z W U WW J Q OW m V a FILE NUMBER 8053 SF l_ . . . ........ . . ........ Z9 �9 .... ... . . . ...... — ILr) -j 77 HEETS 3, 6 9 ............ �84 - - -- - ------ .. . ....... .... . ..... . ..... ........ ... I.......... . ........ . ... .......... . . . ............... x . ...... . ... ....... 61 ------- / EYJ"NQ POND f ............ kN, .................. ............. x . . ........ . ........... I.............. 6.. \1 SCALE I"= iff 100 50 0 100 SCALE IN FEET J�L*TH Op Christopher C. Mulligan Lic. No. o- 031672 S/ONAL t7�:Z Co 93 U4 Uj cr) c\1 I C9 Q VE ISTING POND II:0 . . .. .. ...... ............ SHE S 5, 8 & 1 1 J) W III .. ........ ....... .. WETLANDS 9 . . . . ............. . C' 696" . . . ... ...... c ...... .... c� C, WP, TF:: P NLL 7VI .......... C) C, C) 9 ........... . . ..... ......... ... ........ 694, ----684- - . ... .. .... ...... . ... . ..... ... . ...... .............. 0 j .. ......... ---bb 86 ...... ------ 68- 6 64 . ..... . . ...... --668 . ..... ... 666 ..... . ...... 4,� b3Z c 6 14 658 . . ...... —654 ......... ... ... .... 0 ... .. . .... ...... ..... -------- 70, t .......... 6 6, '6' . . . ... ...... c c 0 - - --------- Ic 0 2 .... ... ... ...... ..... ... . ...... . 99-- 0 6 5r6l 0 . ...... .... 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No. 4 031672 G �SSIONAL EN PLAT RECORDED @ D.B. 4257 PP. 377 -388 SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET 00 • U a W 0 wT" W wcc / � 2 N cf) T 2 0� n No O T — a Z C :r= 0 T z cc W �@) OZ Z OU 0 U- 0 q �1 4 � Z J Z - �> 0co J Z Q UQ W � ow �:LTH of Christopher C. Mulligan Lie. No. 4 031672 G �SSIONAL EN PLAT RECORDED @ D.B. 4257 PP. 377 -388 SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET REVISIONS DATE May 8, 2015 SCALE 1" =30' 00 • U a W 0 wT" W wcc W Z � 2 N cf) T 2 0� n No O T — a Z C :r= 0 T z cc W �@) OZ Z OU 0 U- 0 q �1 4 � Z J Z - �> 0co J Z Q UQ W � ow 1 N 0 O Z Q cc a4 �� O ''J^ 10(3 LUZ 0 LL v) Jw � C6 0> cc W rz OC o o N co T �W o W Z O 3: REVISIONS DATE May 8, 2015 SCALE 1" =30' FILE NUMBER 8053 SHEET 4of18 00 wT" W 1 ` U) T Z w � O T — a Z O It T z i F- OZ O U o 0 O J C'3 W J Q Z W Q 1 0 W 0 FILE NUMBER 8053 SHEET 4of18 , I t I t I I , \ � " I i i ; t I I . 4k$ , ,,� , \ I \ � • . t I I , t \ . 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No. 17 031672 G? 16 1`00 A 67 1 ' 1 S/ONAL EN 17 BLO F\ FP I %I ..... ....... —27 LOTS 6 ... ... Vol ...... TEMPORARY 20 WAT LINE I I I I ... .. FP -ICALLY .............. EASEMENT TO AUTOMAV EXPIRE WHEN P1W IS EXTENDED ......... .... .............. 20YR81 TC I -A ......... DRAINA E ESM 1 ....... T. T .................. . . . . . . . ..................... .. .. . .. ... ..... .......... ®R ........ ... ....... ET ........... STOP . ...... .... . ........ FP I ------ IG ... ... ......... P e • ... ....... PE...... ...... ...... .. .... . .......... ........ FF ....... OR. �,77 ...... V -, — - - -. (3� �, - ........_.. ^_.. -, ........ .. .... ..... .... ...... ... ........ ... ........ ... .............. A.......... .... .. ..... ....... /11 X P .. ...... ...... P ........... S FP V . ........... .... ...... . ............ WIAINAGE ESVT PA 20'PL)5LIC L -I' \FP a \\ \ • FP PA,� "rRAD 55E -1 —A1 ? V\ ............. 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D.B. 4215 pp. 254 .... .. ...... . -693 (PLAT)_: D.B. 4195 pp. 685 A !771, I. ...... .......... —077-Z �Ii:-q . ... ... ...... D.B. 3798,,pp. 001-009 (PL A T) ............ WE FP j LT" C-7 S .......... ........ LL-- -- — .. ........ 7t- ....... ..... ....... 28 U. HSD, . ......... ... .......... OR...... ........ ... LT --------- ......... F:P ............ &T ... ........... C, 6T -FP 0. . ..... .......... ....... 4t, ............. )iA CROS'c' '47 . .. .... LO..................... ....... A ...... F F ob ...................... . ............ ................ F P ..... ... ... .... -37`-R0W----:1: /,771!: .... ....... 4Lz 3.. ....... . ......... ....... ............. R O. E A LT FP L ILI co 2 RC c1r) c\ I j i!e I - Ca ci 01. C, 0 /c! c) C7 F0 6T T� LT Q- 7�! 55 LT -UFE I 117� BLO LT —77 IS�7 PO D L 0 0 /000, TMP 55 . . ................................ )C, VIRGINIA �A P�'E, COUNTY OF ALBI, D PLAT) o. 1-10 ...................... 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C.3 S. .. . ..... . .. . ....... .. ---- --- W-� — — --- ----- ----- T7 pp A '' I -, . c S,, S — _ ---- _ / iG2� 1 ' ' rr S S S S S------------- S S 5 S S 20 to 0 20 40 6 0 0 SCALE IN FEET REVISIONS DATE May 8, 2015 SCALE 1" =30' ��I 00 0 L4 06 LU CIQ z z 0 rm 0 c� O rc LU CC @) CL z 0 0o Wo w j J 0 -j z v) J W UQ w M LU < 0 c\1 cj o �� W) cob) N J 4 0 0 VI UJI v) LL rJ W o Q cm LU I& rr (L Uj Z W z 0 a: (L REVISIONS DATE May 8, 2015 SCALE 1" =30' ��I FILE NUMBER 8053 SHEET 17 of 18 00 Tm 06 z z 0 rm > c� z 0 CL z 0 0 < w j J 0 a: < J W < z < J 0 FILE NUMBER 8053 SHEET 17 of 18 D r- 37' R -O -W POINT OF R/W rL 4" 3000 PSI FINISHED CONCRETE VDOT ST'D GRADE CG -6 E- 114 1: 1 4" VDOT 21A STONE BASE 6" VDT 21A 4" UD -4 2.5" ABM -25 STONE BASE UNDERDRAIN 1' 5' 3 3' 2' 10' CONCRETE PLANTING TRAVEL LANE SIDEWALK STRIP 0.5' 15.5' 1 21.5' TYPICAL SECTION GOLF DRIVE, UPLAND DRIVE, & ROWCROSS STREET(18 +17.80 - 21+14.45) N.T.S. * INTERMEDIATE PARKING ALONG ONE SIDE OF THE ROAD R/W 4" 3000 PSI VDOT ST'D CG -6 E- 1/4 ": V 43' R- 0 -W POINT OF FINISHED 4" VDOT 21A STONE BASE BASE 6" VDT 21A 4" UD -4 3" BM -25 STONE BASE UNDERDRAIN 5' 3' 3' 2' CONCRETE 6' PLANTING 6' 10' SIDEWALK STRIP 0.5' PARKING LANE TRAVEL LANE 21.5' R/W VDOT ST'D R/W COMMON NAME 4" 3000 PSI 1.5" SM -9.5 VDOT ST'D 10 YR. CANOPY PROP. 4" 3000 PSI 1.5" SM -9.5 CG -6 w CONCRETE 114 ": :::::" FP FRAXINUS PENNSYLVANICA GREEN ASH ::• �:- ... °;•:: -..:: 4" VDOT 21A 4" VDOT 21A 6" 21B 4" UD -4 6" V T 21A STONE BASE SUB -BASE UNDERDRAIN ST BASE BASE 10' 6' 2' 3' 3' 5' TRAVEL LANE PARKING PLANTING CONCRETE 6' PLANTING LANE 0.5' STRIP SIDEWALK 21.5' TYPICAL SECTION GOLF DRIVE, UPLAND DRIVE, & ROWCROSS STREET(18 +17.80 - 21+14.45) N.T.S. * INTERMEDIATE PARKING ALONG ONE SIDE OF THE ROAD R/W 4" 3000 PSI VDOT ST'D CG -6 E- 1/4 ": V 43' R- 0 -W POINT OF FINISHED 4" VDOT 21A STONE BASE BASE 6" VDT 21A 4" UD -4 3" BM -25 STONE BASE UNDERDRAIN 5' 3' 3' 2' CONCRETE 6' PLANTING 6' 10' SIDEWALK STRIP 0.5' PARKING LANE TRAVEL LANE 21.5' R/W TYPICAL SECTION ROWCROSS STREET N.T.S. * INTERMEDIATE PARKING ALONG BOTH SIDES OF THE ROAD 36' PRIVATE R/W R/W I R/W SURFACE 4" 3000 PSI CURBTOP 1.5" SM -9.5 ROLCURB ' 3 : 1 CONCRETE 1' 114" : V - 4" VDOT 21A T r STONE BASE BASE SUBBASE 2.5" BM -25 6" AGGREGATE(21A) 5' 3' 1' 2 B' 8' 2' 1' 3 CONCRETE 6' PLANTING 6'PLANTING SIDEWALK STRIP STRIP FACE OF FACE OF CURB CURB TYPICAL. SEC I ON PRIVATE STREETS NJ.& 24' PRIVATE R/W R/W SURFACE R/W ROLLTOP 1.5" SM -9.5 ROLLTOP 3 1 CURB CURB "E 114" V 114" 1' --D► BASE SUBBASE 2.5" BM -25 6" AGGREGATE (21A) 1' 1' 2' 8' B' 2' 1' 1' FACE OF FACE OF CURB CURB TYPICAL. SECTION PRIVATE ALLEYS N.T.S. STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUINTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. 2. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF TIHE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4" 3000 PSI CONCRETE 3:1 3 : 1 4" VDOT 21A STONE BASE 5' 3� 3 CONCRETE SIDEWALK 3 1 3 .1 1' 1' �� �Lv xof � f Christopher C. Mulligan Lic. No. `0 031672 <v� ONAL GALVANIZED GUY' WIRE \� 120' 2 "X2" HARDWOOD STAKES l GALVANIZED UBBER HOSE , GUY WIRE 2 "X2" HARDWOOD STAKES - WRAPPING SHREDDED HARDWOOD MULCH MIN. 3" DEPTH BALL DIAMETER REMOVE BURLAP FROM TOP 1/3 OF BALL DEARTH BERM iAROUND TREE STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - PROPOSED ROWCROSS STREET 4546 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE,/ 50 LINEAR FEET = 90.92 STREET TREES REQUIRED 91 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED GOLF DRIVE 932 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE /'50 LINEAR FEET = 18.64 STREET TREES REQUIRED 19 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED UPLAND DRIVE 799 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 15.98 STREET TREES REQUIRED 16 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED PRIVATE STREET 958 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 19.16 STREET TREES REQUIRED 19 STREET TREES PROVIDED 8" MIN. 18" MIN. 6" MIN. mu REMOVE BURLAP FROM TOP 1/3 OF BALL EARTH BERM / AROUND BED SHREDDED HARDWOOD BARK MULCH (MIN. 3" DEPTH) QUANTITY VDOT ST'D BOTANICAL NAME COMMON NAME 4" 3000 PSI 1.5" SM -9.5 CG -6 10 YR. CANOPY PROP. CONCRETE QL F-m wW w = N CO wry W :::::" FP FRAXINUS PENNSYLVANICA GREEN ASH ::• �:- ... °;•:: -..:: 4" VDOT 21A 6" 21ASUB -BASE B & B' 4" UD -4 6 " VDT 21A STONE BASE NORTHERN RED OAK 1.5" MIN. UNDERDRAIN STONE BASE B & B' 424 SF 11 2' 3' 3' 5' 10' 6' 6' PLANTING CONCRETE TRAVEL LANE PARKING LANE 0.5' STRIP SIDEWALK J Z 21.5' J - 0 TYPICAL SECTION ROWCROSS STREET N.T.S. * INTERMEDIATE PARKING ALONG BOTH SIDES OF THE ROAD 36' PRIVATE R/W R/W I R/W SURFACE 4" 3000 PSI CURBTOP 1.5" SM -9.5 ROLCURB ' 3 : 1 CONCRETE 1' 114" : V - 4" VDOT 21A T r STONE BASE BASE SUBBASE 2.5" BM -25 6" AGGREGATE(21A) 5' 3' 1' 2 B' 8' 2' 1' 3 CONCRETE 6' PLANTING 6'PLANTING SIDEWALK STRIP STRIP FACE OF FACE OF CURB CURB TYPICAL. SEC I ON PRIVATE STREETS NJ.& 24' PRIVATE R/W R/W SURFACE R/W ROLLTOP 1.5" SM -9.5 ROLLTOP 3 1 CURB CURB "E 114" V 114" 1' --D► BASE SUBBASE 2.5" BM -25 6" AGGREGATE (21A) 1' 1' 2' 8' B' 2' 1' 1' FACE OF FACE OF CURB CURB TYPICAL. SECTION PRIVATE ALLEYS N.T.S. STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUINTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. 2. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF TIHE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4" 3000 PSI CONCRETE 3:1 3 : 1 4" VDOT 21A STONE BASE 5' 3� 3 CONCRETE SIDEWALK 3 1 3 .1 1' 1' �� �Lv xof � f Christopher C. Mulligan Lic. No. `0 031672 <v� ONAL GALVANIZED GUY' WIRE \� 120' 2 "X2" HARDWOOD STAKES l GALVANIZED UBBER HOSE , GUY WIRE 2 "X2" HARDWOOD STAKES - WRAPPING SHREDDED HARDWOOD MULCH MIN. 3" DEPTH BALL DIAMETER REMOVE BURLAP FROM TOP 1/3 OF BALL DEARTH BERM iAROUND TREE STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - PROPOSED ROWCROSS STREET 4546 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE,/ 50 LINEAR FEET = 90.92 STREET TREES REQUIRED 91 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED GOLF DRIVE 932 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE /'50 LINEAR FEET = 18.64 STREET TREES REQUIRED 19 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED UPLAND DRIVE 799 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 15.98 STREET TREES REQUIRED 16 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED PRIVATE STREET 958 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 19.16 STREET TREES REQUIRED 19 STREET TREES PROVIDED 8" MIN. 18" MIN. 6" MIN. mu REMOVE BURLAP FROM TOP 1/3 OF BALL EARTH BERM / AROUND BED SHREDDED HARDWOOD BARK MULCH (MIN. 3" DEPTH) QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER @ PLANTING SPACING SPECS. 10 YR. CANOPY PROP. PROP. QL F-m wW w = N CO wry W 20 FP FRAXINUS PENNSYLVANICA GREEN ASH 1.5" MIN. 12' AS B & B' 604 SF B QR QUERCUS RUBRA NORTHERN RED OAK 1.5" MIN. 11' NORTHERN RED OAK 1.5" MIN. B & B' 424 SF 11 6 Gleditsia Triacanthos Inermis SHADEMASTER HONEYLOCUST 1.5" MIN. 11' SHOWN B & B' 424 SF PROPOSED BLOCK 10 SITE AREA = 1.8 ACRES 20% SITE TREE CANOPY REQUIRED: BLOCK 10 TREE CANOPY REQUIRED = 15,056 S.F. SITE CANOPY PROVIDED (10 YR PROJECTED PROPOSED BLOCK 10 TREE CANOPY= (20X604) + (8 )(424) + (11 )(424) = 20, 136 S. F. Kole] QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER @ PLANTING SPACING SPECS. 10 YR. CANOPY EX. PROP. QL F-m wW w = N CO wry W 49 3 41 FP FRAXINUS PENNSYL.VANICA GREEN ASH 1.5" MIN. 12' AS B & B' 604 SF 3 13 OR QUERCUS RUBRA NORTHERN RED OAK 1.5" MIN. 11' 424 SF 14 B & B' 424 SF 2 16 GT Gleditsia Triacanthos Inermis SHADEMASTER HONEYLOCUST 1.5" MIN. 11' SHOWN B & B' 424 SF PROPOSED BLOCK 16 SITE AREA = 4. 7 ACRES 20% SITE TREE CANOPY REQUIRED: BLOCK 16 TREE CANOPY REQUIRED = 410, 946 S.F. SITE CANOPY PROVIDED (10 YR PROJECTED PROPOSED BLOCK 16 TREE CANOPY= (44604) + (16X424) + (18Y424) = 40, 992 S. F. QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER @ PLANTING SPACING SPECS. 10 YR. CANOPY PROP. \ QL F-m wW w = N CO wry W 49 FP FRAXINUS PENNSYLVANICA GREEN ASH 1.5" MIN. 12' AS B & B' 604 SF 15 QR QUERCUS RUBRA NORTHERN RED OAK 1.5" MIN. 11' > OU B & B' 424 SF 14 GT Gleditsia Triacanthos Inermis SHADEMASTER HONEYLOCUST 1 .5" MIN. 11' SHOWN B & B' 424 SF PROPOSED BLOCK 17118 SITE AREA = 4.8 ACRES 20% SITE TREE CANOPY REQUIRED: BLOCK 17118 TREE CANOPY REQUIRED = 41,818 S.F. SITE CANOPY PROVIDED (10 YR PROJECTED) PROPOSED BLOCK 17118 TREE CANOPY= (49X604) + (15 ,Y424) + (14 424) = 41, 892 S. F. w REVISIONS DATE May 8, 2015 U a w 2 J_ \ QL F-m wW w = N CO wry W 0(0 � Nm NQ W ZO T Qr Q Z 0 Cc W M� O > OU wo Z JZ J V O 0� O z O Q UQ w M r cu CO J Z N J - 0 �� _C6 Uj CC N , 0 X O co LU (3' O ti w0 LL w U; 0 cm W >�o CC � W Z IIIL a 0) 2 Z Q� �W W O = C. REVISIONS DATE May 8, 2015 FILE NUMBER 8053 SHEET 18 of 18 J_ \ QL F-m w wry W W T W Q Z 0 1" O > Z Z V O 0 O z O w J Q m I- w J - U W m a Q J Q O U_ O FILE NUMBER 8053 SHEET 18 of 18