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HomeMy WebLinkAboutSDP201700074 Plan - Submittal (First) 2017-12-04SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT. DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088 CROZET, VA 22932 dave@oldtrailvilloge.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (4J4)-977-0205 TAX MAP PARCEL No: A PORTION OF 55E -01-7A K7 ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 USE: 14 SINGLE FAMILY ATTACHED UNITS HA BUILDING HEIGHT: 3 -STORY SETBACKS: FRONT, SIDE AND REAR: 0' MINIMUM FRONT 25' MAXIMUM PROJECT AREA: 0.69 ACRES INITIA SIT N AREA SUMMARIES: TOTAL - 0. 69 ACRES LOTS - 0.52 ACRES PRIVATE ROW - 0. 17 ACRES SHEET I N D E LOT AREAS: LOT 13 1,415 SF LOT 20 1,701 SF LOT 14 1,008 SF LOT 21 1,701 SF zl LOT 15 1,003 SF LOT 22 2,215 SF SHEET --------- COVER SHEET LOT 16 1,002 SF LOT 23 2,246 SF LOT 17 1,003 SF LOT 24 1,700 SF -' SHEET -------- EXISTING CONDITIONS PLAN LOT 18 1,477 SF LOT 25 1,700 SF LOT 19 2,167 SF LOT 26 2,242 SF SI -ILLY -------_ SITE LAYOUT PLAN GROSS RESIDENTIAL DENSITY- 20.3 UNIT/ACRE GRADING PLAN alar SHEET s` MAGISTERIAL DISTRICT.- WHITE HALL MAGISTERIAL DISTRICT _ fi01 SHEET 5 --------- LANDSCAPE PLAN, NOTES & DETAILS 00 p STORMWATER MANAGEMENT. AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WPO20160009), APPROVED ' J Roq�, ---__---- TYPICAL SECTIONS, NOTES DETAILS 4/25/2016 SHEET WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUGUST 2012 - ' LEGEND ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY FROM JUNE 2015, AUGUST 2015 AND NOVEMBER 2016. EXISTING INTERMEDIATE CONTOUR 34- PROPOSED TREE BENCHMARK: TOP OF EXISTING STORM SEWER INLET #219 AT 682.30 " EXlSPING INDEX CONTOUR -� EXISTING WATERLINE W/ TEE ~-~ T�._,• I.. DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 „ PROPOSED CONTOUR PROWATERLINE W/ TEE W =+-- RO F CO 0 20 POSED EXISTING EDGE OF PAVEMENT - _- EX. EP - EXISTING FIRE HYDRANT FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0237 D. EFFECTIVE DATE. FEBRUARY 4. `-- PROPOSED EDGE OF PAVEMENT - �P - -- -- PROPOSED FIRE HYDRANT 2005. EXISTING CURB AND GUTTER -Ex. c&G�^ EXISTING WATER VALVE PARKING REQUIRED: 1.5 SPACES FOR EVERY ONE -BEDROOM UNIT PLUS ONE (1) GUEST SPACE FOR FOUR PROPOSED CURB AND GUTTER =- CG -6- PROPOSED WATER VALVE W (4) UNITS TOP - BLOCK 7 - - TRANSITION FROM CG 6 ROLL CG 6 ROLL-TOP (6 * 1.5) + (6/4) = 10.5 PARKING SPACES - - - - PROPOSED WATER METER rr''�� Ex 15 EXISTING REDUCER TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FOR FOUR PH. L EXISTING STORM SEWER _ R �� W E (4) UNITS PROPOSED STORM SEWER - 15" RCP PROPOSED REDUCE (8 * 2) + (8/4) = 18.0 PARKING SPACES EXISTING SANITARY SEWER ) - `_, �; HANDICAP RAMP CG TOTAL REQUIRED = 28.5 SPACES DENOTES G 012 AND ORI URISDICTIONVDOT L T2 PROPOSED SANITARY SEWER r� STANDARDMP CONSTRUCTION PARKING PROVIDED: 10 SPACES (6 DRIVEWAY SPACES + 4 ON -STREET PARKING SPACES) " ' Q� • PARKING INDICATOR 12 32 SPACES (TWO GARAGE SPACES + TWO DRIVEWAY SPACES) GOA PROPERTY LINE INDICATES THE NUMBER OF TYPICAL PARKING SPACES EASE TOTAL PROVIDED = 42 SPACES INE - BENCHMARK EASEMENT L - - PROPOSED IMPERVIOUS AREA: 29,210 SF LIMITS OF CLEARING A GRADING SLOPES TO BE SEEDS MULCHED & TACKED AN D, CENTERLINE CRITICAL SLOPE PROPOSED TURF AREA: 1,245 SF _Z EXISTING SPOT ELEVATION +'12.0 --i -� ci. PROPOSED SPOT ELEVATION +'12.0 VEHICLES PER DAY COUNT JVD LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE .-".� LIMITS OF DEMOLITION _ PROPOSED STREET NAME SIGN XXXX �- INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED C OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS =' EXISTING FLOODPLAIN EXISTING SIGN AND FROM ADJACENT ROADS. © Rhe �� -t -.� z PROPOSED SIGN STREAM BUFFER J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT EXISTING TREE DRIP LINE AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. O - SANITARY MANHOLE IDENTIFIER �► Iii _ _ _ . F A 0 LD TRAI L V1 LLAG E Loc P S LA NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. -I € EXISTING TREE LX=()Al, STORM DRAIN STRUCTURE IDENTIFIER I'�2� NO STREAM BUFFER(S) WERE FOUND ON THIS PORTION OF PARCEL A. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT VICINITY THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. y � C' � �� MAP SCALE: 1 "=1000 FEET GENERAL CONSTRUCTION NOTE 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. 6. 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 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, 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 SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL 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.I1\1 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. 14 UTILITES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES, NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5.THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS DITCHES DRAINAGE STRUCTURES CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5.REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. 4, Tx . m m.y ' Taggart .Lli . No. 22841 511$ 1 jONAL S�� APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING l ZONING ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA, DEPARTMENT OF TRANSPORTATION REVISIONS DATE DEC. 4, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 1 OF 0 O:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Phase 2\Initial Plan\Block 7 -Phase 2 initial Plan.dwa. 11/29/2017 10:5225 AM A(' i-nmp 0 U ocl) co C4 QCT Q� Oto Z m@j it uj >p OU JZ L9 ,� U� w J -=jN Q� W0 0� u- w0 Uo u- 20) I' Z O 7 iL Lu REVISIONS DATE DEC. 4, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 1 OF 0 O:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Phase 2\Initial Plan\Block 7 -Phase 2 initial Plan.dwa. 11/29/2017 10:5225 AM A(' i-nmp RE\IISIONS DATE DEC. 4, 2017 J SCALE ill = 30' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 20F6 Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Phase 2\Initial Plan\Block 7 -Phase 2 Initial Plan.dwg, 11/29/2017 10:52:30 AM, AGeorge REVISIONS q��®ma/�y`` ®ATE: SCALE ill = 30' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 30F6 Q:\RGA\TMPROJ\OLDTRAIL-8053\BLOCK7\Phase 2\Initial Plan\Block 7 -Phase 2 Initial Plan.dwg, 11/20/20'17 10:52:35 AM, AGeorge Lu i Z 04 .. r ILL Ld i • • N ii ' i j • i 4' LLJ• JL % REVISIONS q��®ma/�y`` ®ATE: SCALE ill = 30' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 30F6 Q:\RGA\TMPROJ\OLDTRAIL-8053\BLOCK7\Phase 2\Initial Plan\Block 7 -Phase 2 Initial Plan.dwg, 11/20/20'17 10:52:35 AM, AGeorge REVISIONS r--- DATE LDEC. 4,2017___,, SCALE 1"=30" CONTOUR INTERVAL 2 FEET FILE NUMBER 5053 SHEET 40FC Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Phase 2\Initial Plan\Block 7 -Phase 2 Initial Plan.dwg, 11/29/2017 10:52:40 AM, AGeorge PLANT LIST QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER SPACING SPECS. 1 AI.? Acer rubrum "October Glory" OCTOBER GLORY RED MAPLE 1.5" MIN. AS—SHOWN B & B ' PARKING LOT LANDSCAPING REQUIRED: 1 CANOPY TREE PER 10 SPACES 8 PARKING SPACES/10 = 0.8 TREES PROVIDED: 1 CANOPY TREE (GENERAL 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. 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. REINFORCED RUBBEI HOSE, ARBOR TAPE, NYLON WEBBING DECIDUOUS TREE P NO SCALE 'RUNE DEAD OR DAMAGED 3RANCHES. DO NOT PRUNE ;ENTRAL LEADER. REINFORCED RUBBER HOSE, (RBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL ON UNDISTURBED SOIL 26 25 24 23 22 21 20 19 Ey 8"...SEW i _ _____ ,....j �:::> i __ a_.. COMMERCIAL PARCEL l {_ t - t ( _f/ 1i. I 1 9 I < 1 jg P 4 .. Y a} n 4-- Fn� <t �TOi N i i ,y I- 1 { — 4 f I f 7 ✓I717, /I\ 1 1 If ... .7 Chi, MARCH MOUNTAIN h{ PROPERTIES, LLC F70,.< TMP 55E-01-27-17.. its USE. VACANT - ZONINC: NMD MARCH MOUNTAjIN I PROPERTIES, LI C TMP 55E-01-2725 i T USE- VACANT ZONING: NML JH r 0 IA'E4= GE ` Q40600181T'ILI P ARC SCALE 1"=30' 30 0 30 60 SCALE IN FEET REVISIONS DATE DEC. 4, 2017 SCALE 1 " = 30' CONTOUR INTERVAL 2 FEET FILE NUMBER j 3053 SHEET - 50F5 <* 0 * • N CL # • 0 cc• 00 L4 z co4 •� • D 04 ► • • • t • 0 ' LL • Lu 1 9 • �r REVISIONS DATE DEC. 4, 2017 SCALE 1 " = 30' CONTOUR INTERVAL 2 FEET FILE NUMBER j 3053 SHEET - 50F5 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. <r NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o 5. CG -2 IS TO BE USED ON ROADWAYS MEETING w THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V) IN THE SECTION ON GS URBAN STANDARDS. �2" RADIUS A D \D.a• io D. SURFACE DQ D�' pA D BASE .a' D.;, • A.; P b. 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 01 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION N A.A D h,p ' I> DA Dd D pII .'A . 'L, . 'A,'A . Dop¢A,p�D DQ 6" 2" R CG -2 io SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 3.5' X1.5' 2' 6' 5 0'5PARKING LANE CONCRETE SIDEWALK 5' 4" 3000 PSI CONCRETE •t vuu i clr� STONE BASE TYPICAL SIDEWALK SECTION N.T.S. F -.F... a of Curt) , �; a°— is a'{ rp. C,r - :11 i M R. �x A g s :..„. � �`�.S �?�a2 � sir?` s�,� � � � �,,• C',� � c z e^ms's s` taaY <x. reg � � $a•; ��xr�,1 >� r7s�,,n zd:Ps ea 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 CURB 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. 34' PRIVATE R/W I 1/4":1' � POINT OF R/W FINISHED SURFACE ROLLTOP GRADE,, 1.5" SM -9.5 CURB f 1/4" 1'--i— SUBBASE 6" AGGREGATE (21A) 10' 2' 10' TRAVEL LANE TRAVEL LANE FACE OF CURB 20' 1 14' TYPICAL SECTION FENNEL ROAD PRIVATE STREET (25 MPH DESIGN SPEED) (STA. 12+41 TO STA. 13+81) N.T.S. ROAD NAME STATION DESIGNI SPEED VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25.0 21B ORION LANE 3+99 - 10+00 25 mpih 1,750 26' 1-1/2" 4" 8" LOCAL FACE OFFACE OF I CURB CURB TYPICAL SECTION FENNEL ROAD PRIVATE STREET (25 MPH DESIGN SPEED) N.T.S. 24' PRIVATE R/W 1/4": 1' I 1/4": 1 ' R/W ROLLTOP SURFACE ROLLTOP R/W CURB 1.5" SM -9.5 CURB I BASE SUBBASE 2.5" BM -25 6” AGGREGATE(21A) (1 1 ' &,1 ' . 2' 1 8' 8' 2' I'l 1, FACE OF CURB FACE OF CURB TYPICAL SECTION OLDHAM PRIVATE ALLEY (25 MPH DESIGN SPEED) ,"AS,TH O17F � f r z J'mny L. ~ °art Lic. N 22841 .� �1� -�. .•��"sjONAL K ri REVISIONS DATE ,--DEC. 4, 2017 SCALE AS SHOWN CONTOUR INTERVAL N/A <* s 0 1 IN Cq �. Uj �, • CO C) _ CL 0 LLt Z CL W > t ., • J t itc 00 is w CC • i J I 1 0 C14 s AttL I � • • 1► • a � REVISIONS DATE ,--DEC. 4, 2017 SCALE AS SHOWN CONTOUR INTERVAL N/A FILE NUMBER 5053 SHEET 50E5 Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Phase 2\Initial Plan\Block 7 -Phase 2 Initial Plan.dwg, 11/29/2017 10:52:51 AM. AGeorae s IN Uj •6 CL Z CL W > • J t itc 00 w J 0 I � i I FILE NUMBER 5053 SHEET 50E5 Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Phase 2\Initial Plan\Block 7 -Phase 2 Initial Plan.dwg, 11/29/2017 10:52:51 AM. AGeorae