Loading...
HomeMy WebLinkAboutSDP201700030 Plan - Submittal (First) Initial Site Plan 2017-05-08S ITE DATA OWNER / DkVEL OPER: PLAN PREPARER: TAX MAP ZONING: USE: BUILDING HEIGHT: SETBACKS: PROJECT AREA: AREA SUMMARIES. - LOT AREAS: 1=21 MARCH MOUNTAIN PROPERTIES LLC CONTACT. DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088 CROZET, VA 22932 dave®oldtrailvillage.com ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (434)-977-0205 A PORTION OF 055EO-01-00-000A 1 NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 12 SINGLE FAMILY ATTACHED UNITS 3 -STORY FRONT, SIDE AND REAR: 0' FRONT 25' MAXIMUM TOTAL - 1.11 ACRES EXISTING INDEX (CONTOUR - -;3,7 EXISTING WATERLINE W/ TEE LOTS - 0.50 ACRES EXISTING EDGE OF PAVEMENT EX. EP _ EXISTING FIRE HYDRANT PRIVATE ROW - 0.28 ACRES EXISTING CURB AND GUTTER EX. C&G _e - EXISTING WATER VALVE c� PUBLIC ROW - 0.33 ACRES TRANSITION FROM CG -6 ROLL-TOP =cc_s ROLA-TOP PROPOSED WATER METER O LOT 1 1,872 SF LOT 7 2,402 SF LOT 2 1,396 SF - LOT 8 1,419 SF LOT 3 1,821 SF __ LOT 9 1,827 SF LOT 4 1,848 SF .- LOT 10 1,827 SF LOT 5 1,454 SF LOT 11 1,417 SF LOT 6 2,106 SF -§-12.0 LOT 12 2, 429 SF GROSS RESIDENTIAL DENSITY. 10.8 UNIT/ACRE MAGISTERIAL DISTRICT: WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT- AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN, APPROVED 4/25/2016 WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012 ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY FROM JUNE 2015, AUGUST 2015 AND NOVEMBER 2016. BENCHMARK: TOP OF EXISTING STORM SEWER INLET 11219 AT 682.30 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS FLOODPLAIN: ! THIS PROJECT IS LOCATED WITHIN 'ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510005C 0237 D. EFFECTIVE DATE. • FEBRUARY 4. 2005. PARKING REQUIRED: TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FOR FOUR (4) UNITS (12 * 2) + (12/4) = 27 PARKING SPACES PARKING PROVIDED: 48 SPACES (TWO GARAGE SPACES + TWO DRIVEWAY SPACES) PROPOSED IMPERVIOUS AREA: 35, 430 SF PROPOSED TURF AREA: 12,660 SF LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED J,000 LUMENS. 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRJCTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. NO STREAM 'BUFFER(S) WERE FOUND ON THIS PORTION OF PARCEL A. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 0 LD TRAI L V1 LLAG E LOCK 7 HAS 1 1-NITIA SIT PLAN 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 TO VDOT 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, 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 DRIVEWAY 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 SUBDIVISION PLAT VALIDATION. SHOULD 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 SIGNS OR BARRICADES SHALL E3E 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. 1 1 , 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 & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. VICINITY MAP SCALE: 1'=1000 FEET GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENT'S OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294E. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALTH ®p I'I Jimmy L. Taggart Lic. No. �22841 I0NAL E��1 Ic CONDITIONS LAYOUT, GRADING LANDSCAPE • SECTIONS,• DETAILS i Fr�-Nrn EXISTING INTERMEDIATE CONTOUR - _, PROPOSED TREE E-1=' EXISTING INDEX (CONTOUR - -;3,7 EXISTING WATERLINE W/ TEE PROPOSED CONTOUR 20 PROPOSED WATERLINE W/ TEE W -_+-- EXISTING EDGE OF PAVEMENT EX. EP _ EXISTING FIRE HYDRANT PROPOSED EDGE OF PAVEMENT --- -- EP------ ---- - - PROPOSED FIRE HYDRANT EXISTING CURB AND GUTTER EX. C&G _e - EXISTING WATER VALVE c� PROPOSED CURB AND GUTTER CC -C- --= PROPOSED WATER VALVE ---6 W TRANSITION FROM CG -6 ROLL-TOP =cc_s ROLA-TOP PROPOSED WATER METER O EXISTING STORM SEXIER - Ex. 15'° RCP =-- - EXISTING REDUCER PROPOSED STORM SEWER 15" RCP ...�. PROPOSED REDUCER ---► W EXISTING SANITARY SEWER - - HANDICAP RAMP (CC -12) - DENOTES LO ATION OF STD. VDOT _-- PROPOSED SANITARY SEWER s - CG-12 AND�0R JURISDICTIONAL STANDARD RAMP CONSTRUCTION DATE PROPERTY LINE __ PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES CONTOURASSHOWN EASEMENT LINE .- BENCHMARK CENTERLINE - CRITICAL SLOPE LIMITS OF CLEARING AND/OR GRADING '"` SLOPES TO BE SEEDED, MULCHED & TACKED EXISTING SPOT ELEVATION -§-12.0 4 < PROPOSED SPOT ELEVATION VEHICLES PER DAY COUNT ?3" Vl-)Ci 0 Z C) < +12.0 LIMITS OF DEMOLITION PROPOSED STREET NAME SIGN EXISTING FLOODPLAIN EXISTING SIGN - STREAM BUFFER PROPOSED SIGN �- EXISTING TREE DRIP LINE ' r -"- SANITARY MANHOLE IDENTIFIER EXISTING TREE EX. ; AK STORM DRAIN STRUCTURE IDENTIFIER A APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION FILE NUMBER 6053 GU tm rclanonrrta U'loot.+,,.,\tn t+;.,a ca.. rii., nlot,,,.t, 1 - n - SHEET 1 Of 6 <* w t • CD .. cm 's 0 CC • • Q. 1 0 4 • 3 C<)Y t 0 ' s LL _ Z� CCcl s • • - I REVISIONS DATE MAY 8, 2017 nSCALE CONTOURASSHOWN NA w < Z ( w ► 4 < _j j s ,► 0 Z C) < AkAVA Lu 0 FILE NUMBER 6053 GU tm rclanonrrta U'loot.+,,.,\tn t+;.,a ca.. rii., nlot,,,.t, 1 - n - SHEET 1 Of 6 REVISIONS DATE MAY 8,2017___., SCALE ill = 30' CONTOUR INTERVAL 2 FEET z LLJ Z z 0 3: z 0 > w > z J z :) 8 0 w -j fl < zozo J U) 0 x w FILE NUMBER 8053 F SHEET 2 of 6 C:\Users\ageorge',Desktop\lnitiaI Site Plan\Block 7 Ph I.dwg, 5/9J2017 1:09:00 PARI, AGeorge l'5" ;` r\ b Q CURIE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 1517.47' 205.33' 205.17' N 26'4433" W 7'45'09.42" C2 70.00' 103.64' 94.43' N 15'3634" E 84'4942.66" C3 12.50' 20.05' 17.97' S 76'01'07" E 91'5454.42" C4 469.50' 156.35' 155.63' N 20'31'20 " W 19'04'49.43" C5 12.50' 19.84' 17.82' S 34'28'40" W 90'55'10.57" C6 12.50' 19.63' 17.68' S 75'03'45" E 90'00'00" C.7 12.50' 20.06' 17.98' S 15'54'39" W 91'5648" CS 1 70.00' 106.90' 96.8 1 ' S 7422'03" E 87'2949" LINE BEARING DISTANCE Ll N 30'03'45" W 12.50' L2 N 59'56'15" E 61.00' L3 N 30'03'45" W 12.50' LL. .� A; I ,` ,u i_---, (I ..� _J ii II �� �-� (nom Ij � '� - QJN�� iy � ;`')) ✓' ( I 111111 (f - _ I. O`H' W Li 0M. �s _ �-- s a. i Ji r y L. T. g9art �O v) r .. �[ . I i SCALE 1"=30' j l 22841 j Ilk 1� 30 0 30 60 { j Ss10NAL j 1 j -41 SCALE IN FEET REVISIONS DATE MAY 8, 201 SCALE 1 " = 30' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 3adf 13-1 C:\Users\ageorge\Desktop\Initial Site Plan\Block 7 Ph 1.dwq, 5/9/2017 1:09:05 PM. AGeorae '7 117�\" DRAINACE D.B. 4-704 31139 7 CiV BOV rte- ........ ... .......... , //, i -.- - . ............ .................. L)b� 41U4 /-'G '18 CRAIG ENTERPRISES INC ... 10i ..M,.. - TMP 55E-01-27-5 --------- USE.- RESIDENTIAL / MARCH MOUNTAIN MARCH A40UNTAIN PROPERTIES, LLC - - i PROPERTIES, LLC 690 Z, ZONING: NMD IMP 55E-01-27-1;7 IMP 55E-01-27-25 MARCH MOUNTAIN -V ,L ... . I E . REMOVE EX. BOV, E USE. ACANT USE. VACANT , A22 A PROPERTIES, LLC ZONING: NMD 16"11 c / . ZONING- NMD ...... EXTEND 12" W/L TWP 55E-01-27-9 J. USE: VACANT 19 ZONING.- NMD 13 V) 01 fin Z Ld m 00 CD IH op n V - "J_ Q-1 (D 0 m Ld 0 03 L (VTAIN LLC r REMOVE E E BOV, X M9V 1 W/L E TEND 2' L —1 4r ...... 0 30 60 30 0 &'31ONAL SCALE IN FEET D.. SCALE 1"=30' Lic. No. y L. art L Tlddg, 22841 REVISIONS DATE MAY 8, 2017 SCALE 1"=30' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 4 of 6 C:\Users\ageorge\Desktop\lnitiaI Site Plan\Block 7 Ph 1.dwa. 5/9/2017 1:09:10 PM A(' pc)rni-- 4 STREET TREE CALCULATIONS - PROPOSED ORION LANE 617 LINEAR FEET OF ROAD FRONTAGE © 1 TREE / 50 LINEAR FEET = 12.3 STREET TREES REQUIRED 12 STREET TREES PROVIDED STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. 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. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE 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. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. 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. 9. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 10, 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. QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER SPACING SPECS. 12 AR Acer rubrum "October Glory" OCTOBER GLORY RED MAPLE 5 MIN. AS -SHOWN B 8c B GALVANIZED -� GUY WIRE „ s , 120` 2"X2" HARDWOOD STAKES BURLAPREMOVE FROMMULCH MIN 3" DEPTH TOP 1/3 0F BALL MARCH MOUNTAIN PROPERTIES, LLC T\��/�/,AROUND TMP 55E -01—A1 \USE. VACANT F�i\//\//\//\//\//\//\/j\/EARTH B ER MZONING: NMD \%�%i/������%i TRE E V, DR/A%rtidr,��tL- D.B. . 47 0 P.G. s89 CRAIG EA✓TERPRISES INC �, . Y m°, , " I _ s ----- J ( j S TMP 55E-01-27-5 l... MARCH MOUNTA/NI - -- r --_ i i/ _ MARCH MOUNTAIN USE.- ,RESIDENTIAL �' L PROPERTIES, LLC' i ... _lam . PROPERTIES, LLC — — �, ZONUNG: NMD - �� TMP 55E-01-27-117 ' � ____ 1 ' — " � � . T—_-��:.a�.. L.- �; -� _ _ j USE VACANT TMP 55E-01-27-25 J MARCH MOUNTAIN `� _ 1 11 l 1.. Ii PROPERTIES LLC x;g �ti.. `_ ! /� i USE.• VACANT j I % . TM 9 ZONING: NMD — — --- - - - P 55E-01-27— ZONING: NMD - 7—AR I I USE: VACANT :. : .J - - — a, _. NMD j ZONING:% I _ I _ 4 111 Z - Ld LO \ o Il w I (I E CD `� I z U I s -;,j � : I i 'x m --- - I x _.,. _. y i I f jf I { I-UZ �:a ;. AAMV -?E GE69GE . , - i y El t i l �.°u Q -- it _— I is SCALE 1' =30' �. N --- — 30 0 30 60 � I I SCALE IN FEET L 1L Ic PC FW O CnZ z 04 U 04 Co caca Q. 0 z cc@) gCCW > U- OU ;z n.z Q:, >- '� 0 �' � W Q z J N r Q Q Lu0 0L: rzCC cl cl (1) a W Z r�- 0)w O z _ REVISIONS DATE MAY 8, 2017 SCALE 1"=30' CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 5of6 C:\Users\aaeorae\Desktnn\Initial Site Plan\Rlnck 7 Ph 1 rhntn 17 1 na 4r. oan dr' GALVANIZED RUBBER HOSE Y .. - .- -- - - - — - '_ GUY WIRE ,. . ..... :. OLD TRAIL DRIVE mX l HARDWOOD STAKES .�._ ;-1Pia 1, ; 1 C:.-: ,� 1'� ....-�- -._... ,.. .:.. . .',. - .. .. D. E. l'.,,. 4 _ ... , ... , -' ....... ' . ......it4i�'IAEILE 1�i7�7h�. R O. W..' .. . ... -� WRAPPING i ry > _ r%LV- SHREDDED HARDWOOD BURLAPREMOVE FROMMULCH MIN 3" DEPTH TOP 1/3 0F BALL MARCH MOUNTAIN PROPERTIES, LLC T\��/�/,AROUND TMP 55E -01—A1 \USE. VACANT F�i\//\//\//\//\//\//\/j\/EARTH B ER MZONING: NMD \%�%i/������%i TRE E V, DR/A%rtidr,��tL- D.B. . 47 0 P.G. s89 CRAIG EA✓TERPRISES INC �, . Y m°, , " I _ s ----- J ( j S TMP 55E-01-27-5 l... MARCH MOUNTA/NI - -- r --_ i i/ _ MARCH MOUNTAIN USE.- ,RESIDENTIAL �' L PROPERTIES, LLC' i ... _lam . PROPERTIES, LLC — — �, ZONUNG: NMD - �� TMP 55E-01-27-117 ' � ____ 1 ' — " � � . T—_-��:.a�.. L.- �; -� _ _ j USE VACANT TMP 55E-01-27-25 J MARCH MOUNTAIN `� _ 1 11 l 1.. Ii PROPERTIES LLC x;g �ti.. `_ ! /� i USE.• VACANT j I % . TM 9 ZONING: NMD — — --- - - - P 55E-01-27— ZONING: NMD - 7—AR I I USE: VACANT :. : .J - - — a, _. NMD j ZONING:% I _ I _ 4 111 Z - Ld LO \ o Il w I (I E CD `� I z U I s -;,j � : I i 'x m --- - I x _.,. _. y i I f jf I { I-UZ �:a ;. AAMV -?E GE69GE . , - i y El t i l �.°u Q -- it _— I is SCALE 1' =30' �. N --- — 30 0 30 60 � I I SCALE IN FEET L 1L Ic PC FW O CnZ z 04 U 04 Co caca Q. 0 z cc@) gCCW > U- OU ;z n.z Q:, >- '� 0 �' � W Q z J N r Q Q Lu0 0L: rzCC cl cl (1) a W Z r�- 0)w O z _ REVISIONS DATE MAY 8, 2017 SCALE 1"=30' CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 5of6 C:\Users\aaeorae\Desktnn\Initial Site Plan\Rlnck 7 Ph 1 rhntn 17 1 na 4r. oan dr' A I OF CG -9B WIDTH CT ENTRANCE _ LIMITS OF PED. LIMITS OF PED. ACCESS ROUTE N o ACCESS ROUTE C] 1/2 WIDTH OF ENTRANCE UNPAVED SPACE NON -i RAVPRSABLE UNPAVED _SPACE EXISTING OR PROPOSED EXPANSION JOINT— SIDEWALK OR SIDEWALK SPACE m WIDTH OF ENTRANCE 2 0 w v L LIMITS OF PED. o LIMITS OF PEC, EXPANSION JOINT NON -TRAVERSABLE -' ACCESS ROUTE E E - ACCESS ROUTE — LI - w �, C7 CURB INCLUDED IN Z PEDESTRIAN ACCESS ROUTE DETAIL WITH & i a v ENTRANCE GUTTER C:� WITHOUT UNPAVED SPACE w a ° L} w ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE R1 EXTEND BEYOND 2' 0"� FLOW LINE z EXISTING; OR PROPOSED VDOT RIGHT -OF WAY. ENTRANCE WIDTH _ — EXPANSION JOINT DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 5 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITYTHAT CAN BE APPROACHED, ENTERED AND " EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT 4— TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F -F HALF PLAN IF PEDESTRIAN ACCESS ROUTES Rd ARE BEING 2,_0 REID, A MINIMUM h TRAVERSABLE WIDTH IS EQ IS EQUIIRED WITH A MAX. 2Z CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD a ;"• PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE UNPAVED�SIDEWALK . o ,� • c> . c d.� PCE SPACE MOUNTABLE CURB CONFIGURATION. NORMAL GUTTER _------- __-- * x, X SECTION E -E p•r 0% TO 10% CHAfJGE �13' '--CLASS A3 (H.E.S.) CONC. -6''AGGR. BASE TYPE I SIZE 218 o• 2/< MAX. SLOPE 5' 0" POINT OF GRADE CHANGE FOR CURB AND GUTTER ONLY " �- FOR SIDEWALK, CURB AND GUTTER x * 12 % MAXIMUM INCREASE IN SLOPE .AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY - x x W3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D I SPECIFICATION XVDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 1203.0 2 CLASS A3 p. (H.E.S.) CONCRETE SECTION C -C ENTRANCE VOLUME GG -11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE MORE THAN 1500 VPD CROSSES A COMERCIAL ENTRANCE 3 _ THE CROSS SLOPE SHALL BE 27. FOR 500-1500 VPD Y A WIDTH OF 5 FEET. 6 A� GENERA- NOTES XXSTREET APPROACH SAME' SURFACING w (RADIUS TO BE AS o C C AS MAINLINE ROADWAY (SEE NOTE 3) 6' SHOWN ON PLANS) n I (RADIUS TO BE AS 1, WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -'7, THE CURB FACE ON THIS STANDARD IS TO SIDEWALK 24.5' a SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG -2 OR CG -6 CONFIGURATION. (SEE NOTE 1) �— — — — 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. CC LU! (SIDEWALK SEE NOTE 5> I OPTIONAL UNPAVED SPACE 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE un FLOW LINE — P./W LINE (EXCEPT ANY SUBGRADE STABILIZATION — — — REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE N EXPANSIOv EXPANSION OMITTED IN THE ENTRANCE.) JOINT ( �- JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER — -- — cm SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS �c� MAINLINE ROADWAY TYPICAL SECTION, EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON A s PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFiC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PAPABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG -13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8 % MAX. D GRADE CHANGE © _— Q 6. PLAINS ARE TO INDICATE WHEN CONSTRUCT"ION OF A FLOW 21• • • (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS -- - '— NOTE 7) THE ENTRANCE. MAINLINE ROADWAY— � —�-- -- -- — — Z 8% MAX. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE ` -- "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE _ D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8, WHEN CC -11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MIDST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4"— PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. z _ 13 ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 p. (H.E.S.) CONCRETE SECTION C -C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 MEDIUM 500-1500 VPD < 3 % 6 LOW I LESS THAN 500 2' 6' NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION \VDDT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 74 _-__...___._..... 5' or 8' 4" 3000 PSI CONCRETE 11=i I I: 4" VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. r ace �_-U"'- 21 1r v.. R-125 t !r .bsr .a LT y r $ ✓S AM- � a t r ¢sem V Z Ts reranraF , N.T.S. N.T.S. Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B 5' TRANSITION ROLLTOP CURB FACE OF I CURB BACK OF CURB EDGE OF PVMT./ GUTTER PAN FACE OF CUR BACK OF CURB ROLLTOP TO CG -6 TRANSITIONS THE FOLLOWING NOTES APPLY TO CG -6, CG -7, AND ROLL-TOP CURB: 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 2. WHEN USED WITH STABILIZED, OPEN -GRADED DRAINAGE LAYERS, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUB -BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN THE THICKNESS SHOWN. PAVER SECTION & DETAIL R/W ROLLTOP CURB 1 1/4": 1' 2' I1'9 2' R/W 4" 3000 PSI CONCRETE VDOT ST'D CG -6 4" VDOT 21A - STONE BASE 6" VDOT 21A STONE BASE 1' 5' 6' 2 CONCRETE PLANTING SIDEWALK STRIP 0.5' *SEE SIGNAGE FOR DESIGNATED PARKING LANE -A " UD -4 UNDERDRAIN 6' PARKING LANE* 30.5' 55' R -O -W I POINT OF FINISHED 1.5" SIM -9.5 GRADE 1/4": 1' ---3. 8" 21B'7 BASE SUB -BASE 4" BM -25 4" UD -4 UNOERORAIN 10' 10' TRAVEL LANE TRAVEL LANE TYPICAL SECTION ORION A VDOT S7'D 4" 3000 PSI CG -6 CONCRETE ' STATION 4" VDOT 21A VPD PAVEMENT WIDTH (A) STONE BASE FUNCTIONAL CLASSIFICATION 6" VDOT 21A BM -25.0 21 B STONE BASE 3+99 - 10+00 2' 6' 5' 11 PLANTING CONCRETE 0.5' STRIP SIDEWALK 24.5' a ROAD NAME STATION DESIGN' SPEED VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25.0 21 B ORION LANE 3+99 - 10+00 25 mph 1,750 26' 1-1/2" 4" 8" LOCAL 30' PRIVATE R/W FACE OF CURB I SURFACE ROLLTOP 1.5" SM -9.5 CURB ►E SUBBASE 6 AGGREGATE (21A) 10' T"i 2' FACE OF CURB TYPICAL SECTION PRIVATE STREET "A" PRIVATE STREETS (25 MPH DESIGN SPEED) N.T.S. FACE OF CURB FACE OF CURB SECTIONTYPICAL PRIVATE ALLEYS (25 MPH DESIGN SPEED) K vi REVISIONS DATE MAY 8, 2017 SCALE AS SHOWN CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 6 of 6 C:\Users\ageorge\Desktop\Initial Site Plan0lock 7 Ph 1.dwg, 5/9/2017 1:09:20 PM, AGeorge <* • a ►r k• ! ► ♦ CC LU! ► z CC I • a. ! cm • • 04 s LU ! CC 1 21• • • • • Z 0 REVISIONS DATE MAY 8, 2017 SCALE AS SHOWN CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 6 of 6 C:\Users\ageorge\Desktop\Initial Site Plan0lock 7 Ph 1.dwg, 5/9/2017 1:09:20 PM, AGeorge