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HomeMy WebLinkAboutSDP201700079 Plan - Submittal (First) Initial Site Plan 2017-12-20REVISION S 0 0 zZ 5� <C 0 L LJ C. DATE DEC. 20,2017" SCALE ASSHOWN CONTOUR INTERVAL Lij SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT. • DAVE BROCKMAN rlll� w c\1 CL 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088 L Al V1 LLJk > CC 0 CROZET, VA 22932 dave@oldtrailvilloge.com tj wo.j wuj PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES Ir Mm 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 H EET INDEX (434)-977-0205 TAX MAP PARCEL No: 055EO-01-00-00OA2 B K oc SHEET 1 ---------- COVER SHEET PARCEL AREA: 23.27 AC SHEET2 ---------- OVERALL PLAN ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS SHEET 3 ---------- EXISTING CONDITIONS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 ENTRANCE CORRIDOR OVERLAY DISTRICT SKEET 4 ---------- EXISTING CONDITIONS STEEP SLOPES (MANAGED & PRESERVED) OVERLAY DISTRICT INITIA SIT P N ==A SHEET 5 ---------- EXISTING CONDITIONS USE: 111 SINGLE FAMILY LOTS (82 SFD, 29 SFA) SHEET 6 __________ SITE LAYOUT PLAN BUILDING HEIGHT. SINGLE FAMILY DETACHED: 2.5 STOREYS OR 42' SHEET ---------- SITE LAYOUT PLAN SINGLE FAMILY ATTACHED: 3 STOREYS OR 50' SHEET 8 ---------- SITE LAYOUT PLAN SETBACKS: FRONT.- 7.5' (MINIMUM) 30' (MAXIMUM) SIDE: 7.5' SHEET 0 ---------- UTILITY PLAN REAR: 7.5' ' -------- SHEET 10 _ UTILITY PLAN AREA SUMMARIES: SEE SHEET 2 - SHEET 1-------- UTILITY PLAN LOT AREAS: SEE SHEET 2 SKEET12 -------- UTILITY PLAN GROSS RESIDENTIAL DENSITY. 4.77 UNITS/AC. SHEET j GOADING PLAN MAGISTERIAL DISTRICT. WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WPO20160009), APPROVED _________ SHEET 15 GRADING PLAN 4/25/2016 4' SHEET 16 - LANDSCAPE PLAN �TiEE WATERSHED: LICKINGHOLE CREEK LANDSCAPE PLAN TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUGUST 2012 SKEET --------- LANDSCAPE PLAN �. BENCHMARK: INLET TOP ON OLD TRAIL DRIVE = 653.0 SHEET 1 LANDSCAPE NOTES &DETAILS DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 __-____-- NS, NOTES DETAILS SHEET 20 TYPICAL SECTIO CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROPERTY LIMITS FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN THE FLOOD INSURANCE RATE MAP ZONE LEGEND X -UNSHADED (AREAS DETERMINED TO BE OUTSIDE THE 0.27 ANNUAL CHANCE q, FLOODPLAIN), FLOODPLAIN ZONE X -SHADED (AREAS OF 0.29' ANNUAL CHANCE FLOOD) AND FLOODPLAIN ZONE AE (BASE ELEVATIONS DETERMINED) AS SHOWN ON COMMUNITY EXISTING INTERMEDIATE CONTOUR __._32 PROPOSED TREE PANEL NUMBER 510006 0237 D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. _ EXISTING INDEX CONTOUR EXISTING WATERLINE E X W TE / - PARKING REQUIRED: 2 SPACES PER SINGLE FAMILY DETACHED - 82 SFD = 164 SPACES f \ _ PROPOSED CONTOUR -20 PROPOSED WATERLINE W/ TEE W -+---- 2.5 SPACES PER SINGLE FAMILY ATTACHED - 29 SFA = 72.5 SPACES a: - 237 SPACES REQUIRED TOTAL \ EXISTING EDGE OF PAVEMENT _ _-EX_ EP _ _ EXISTING FIRE HYDRANT PARKING PROVIDED: 4 SPACES PER SINGLE FAMILY DETACHED - 82 SFD = 328 SPACES PROPOSED EDGE OF PAVEMENT- EP PROPOSED FIRE HYDRANT 4 SPACES PER SINGLE FAMILY ATTACHED - 22 SFA = 88 SPACES ef -Ex. C&GEXISTING CURB AND � EXISTING WATER VALVE 1 SPACE PER SINGLE FAMILY ATTACHED - 7 SFA = 7 SPACES 423 SPACES PROVIDED TOTAL _ ` 6 PROPOSED CURB AND GUTTER PROPOSED WATER VALVE 0 W ........ ' CG RSL -TO P TRANSITION FROM CG -6 ROLL-TOP _._ = PROPOSED ER METER EXISTING IMPERVIOUS AREA: X _. V • 0,.:. E EXISTING X 15" RCP EXISTING STORM SEWER -mm N REDUCER PROPOSED IMPERVIOUS AREA: X :' 15" RCP PROPOSED REDUCER PROPOSED STORM SEWER "P, W PROPOSED TURF AREA: X �, HANDICAP RAMP CG -12 ) EXISTING SANITARY SEWER DENOTEs ATI NOF STD. VD CG -12 AND OR OJURISDICTIONALOT LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND .._ PROPOSED SANIZARY SEINE i--�- s STANDARD AMP CONSTRUCTION R DETAILS CC7 LINE __-- PARKING INDICATOR 12 Z PROPERTY INDICATES THE NUMBER OF TYPICAL PARKING SPACES LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS..._. THAT -C7 ''. EASEMENT LINE - - - BENCHMARK 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP EMITS 3,000 OR ;' a BLOCKCENTERLINE MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ' ` ' ,...� CRITICAL SLOPE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL '� 32 4. SLOPES TO BE SEEDED, MULCHED & TACKED LIMITS OF CLEARING AND/OR GRADING ° DISTRICTS AND FROM ADJACENT ROADS. Rt@ 250 EXISTING SPOT ELEVATION +'I2 O J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. Z � VEHICLES PER DAY COUNT OUN PROPOSED SPOT ELEVATION 4 '.,'I'r; + 120 CJ NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. - -- LIMITS OF DEMOLITION PROPOS ED STREET NAME SIGN �- ---� EXISTING FLOODPLAIN a EXISTING SIGN _ THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY = I STREAM BUFFER:_"_ PROPOSED SIGN WATER PROTECTION ORDINANCE. - EXISTING TREE DRIP LINE ��`� ��-��f'w��-�����-�-�-f'�"-%�" ? SANITARY MANHOLE IDENTIFIER A THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. VICINITY MAPEXISTING TREE -',4I< STORM DRAIN STRUCTURE IDENTIFIER A THIS SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSILIED OF A PUBLIC WATER SUPPLY RESERVOIR. SCALE;: 1 ° =1000 FEET GENERAL CONSTRUCTION NOTES PLAN NOTES UTILITES & DRAINAGE SYSTEMS DRAINAGE SYSTEMS H pF 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE (DURING THIS UTILITIES REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHIERWISE DIRECTED. 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 t Ni,T .. ep PROJECT. CONTRACTOR SHALL 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE ,� 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF .ANY HAZARDOUS CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. ADDITIONAL COST. POSITIVE DRAINAGE NO ALL ROADWAY AREAS TO THE STORM DRAIN INLETS ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. OR OTHER 9 � SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS PRESENCE ON ANY SUCH SUBSTANCE. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE L. Ta art y" g9 ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING Bic. No. 22841 W �"f'0 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH �' ��SrorraL ��� 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S INSPECTION. DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH TO FINAL ACCEPTANCE, EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). UTILITIES. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE ALS MANUFACTURER'S APPROVALS 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED SPECIFICATIONS. EARTHWORK, DRAINAGE, &SITE CONDITIONS AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE 8, ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR DEPARTMENT OF COMMUNITY DEVELOPMENT DATE 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING BE NO GREATER THAN 2:1. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE PLANNING / ZONING 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIAL'S SHALL BE ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL ENGINEERING WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INSPECTIONS 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS., OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY, ARCHITECTUAL REVIEW BOARD 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER ENGINEER. BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. DEPARTMENT OF FIRE RESCUE 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT ALBEMARLE COUNTY SERVICE AUTHORITY CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. REVISIONS. --- 7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE DEPARTMENT OF TRANSPORTATION PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND (CONSENT. • REVISION S 0 0 zZ 5� <C 0 L LJ C. DATE DEC. 20,2017" SCALE ASSHOWN CONTOUR INTERVAL FILE NUMBER 5050 SHEET 1 of 20 IRNL _ �,r�lo _,I i :lin.ii� � ��,� _. _ 1-'r,ii �-'!;�n.ria;.), '�=,' ��,�_�"1i ':� Lij w c\1 CL T y w > CC 0 tj wo.j wuj Ir Mm FILE NUMBER 5050 SHEET 1 of 20 IRNL _ �,r�lo _,I i :lin.ii� � ��,� _. _ 1-'r,ii �-'!;�n.ria;.), '�=,' ��,�_�"1i ':� DATE DEC. 20, 2017 SALE .J CONTOUR INTERVAL Nil REVISIONS <�*w � rrn ��ia + 'ate� z #R rn C' �}✓`) 04 W�,�/ �. �L • �. too) on s g @p f i LL 4La it 0 i C, s uj LC Lu i • 11k i 1 1 • IIf w uj J • C DATE DEC. 20, 2017 SALE .J CONTOUR INTERVAL Nil REVISIONS � rrn ��ia + 'ate� z rn C' �}✓`) Q W�,�/ LCL.. a. s DATE DEC. 20, 2017 SALE .J CONTOUR INTERVAL Nil FILE NUMBER 8053 J SHEET 2 Of 20 J rn C' s c o e L it 0 C, FILE NUMBER 8053 J SHEET 2 Of 20 J i REVISIONS • 04 cX5 /u/ z w (��j CL 0 Lij w IL r ,. ccqq uj 1 00 OR uj i f • f s uj• DATE DEC. 20, 201 % SCALE 1'"-30 J CONTOUR INTERVAL 2—FEET FILE NUMBER 8053 SHEET 3 of 20 REVISIONS /u/ z Z (��j CL 0 Lij IL DATE DEC. 20, 201 % SCALE 1'"-30 J CONTOUR INTERVAL 2—FEET FILE NUMBER 8053 SHEET 3 of 20 r _;,1 FILE NUMBER 8053 SHEET 4 of 20 CRATE REVISIONS 20, 2017 n SCALE 1"=30' V1JiYTOLI (7 I�T 11Yl1L 2 -FE T z z a co rrrra Z�e 0 0iyrrrrr 0 uj /1 f® a. r® w a/ �� �w zLij z t7S cr > z �� '^d Q 0 r _;,1 FILE NUMBER 8053 SHEET 4 of 20 CRATE DEC. 20, 2017 SCALE 1"=30' V1JiYTOLI (7 I�T 11Yl1L 2 -FE T a co rrrra Z�e 0 0iyrrrrr 0 uj /1 f® a. r® w a/ �� �w zLij z t7S cr > z �� '^d Q 0 r _;,1 FILE NUMBER 8053 SHEET 4 of 20 Jimmy L. Taggart C'g Lic. No. )4� 22841 0 SCALE I"=30 %0 '9'910�NAA,t� 30 0 30 60 SCALE IN FEET 11 1 DATE----� DEC. 20,2017J SCALE ill = 30' CONTOUR INTERVAL 2 -FEET UJ REVISIONS z 0 0 ry P c\I LIJ < z () z Z < CL 0 > c) z 0 LU 8 w tr < cr- Cti CL w ttc w z x Jimmy L. Taggart C'g Lic. No. )4� 22841 0 SCALE I"=30 %0 '9'910�NAA,t� 30 0 30 60 SCALE IN FEET 11 1 DATE----� DEC. 20,2017J SCALE ill = 30' CONTOUR INTERVAL 2 -FEET FILE N EMj 8053 SHEET 5 of 20 UJ z 0 z P c\I z 0 ct) 0- Z > 0 z 8 w tr Cti w ttc w z x j w 0 FILE N EMj 8053 SHEET 5 of 20 DATE DEC. 20, 2017 SCALE ill = 30 CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 6 of 20 REVISIONS Lij z Z <- CL 0 Lij CL DATE DEC. 20, 2017 SCALE ill = 30 CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 6 of 20 DATE DEC. 2O, 2017 SCALE CONTOUR INTERVAL NA REVISIONS Li z f or 0 z +' <- r -j 0 0 Lij o` cq f 1 C', rr 'ci • w M an u, ') 'r4L � 0 4 s ` �4 Lu ' o OR t r04 E • uj• r DATE DEC. 2O, 2017 SCALE CONTOUR INTERVAL NA REVISIONS Li z f Lu 0 z +' <- r -j 0 Lij o` ctn 0f DATE DEC. 2O, 2017 SCALE CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET L___i Of �O� _7; z f z 0 r o` 0f w u, 0 FILE NUMBER 8053 SHEET L___i Of �O� _7; FILE NUMBER 8053 SHEET 8 of 20 � 1 cQ co • r s • t 4 uj i •: Lo it •�J- Ldrt, r i ! r r' �l • • �o �l REVISIONS 0 ui C DATE R/. 2017 SCALE �. CONTOUR INTERVAL 1 III- 0() D 4 uj r uJ uj FILE NUMBER 8053 SHEET 8 of 20 i I f REVISIONS () z z < — 0 0 LLJ < L 12 - DATE DEC. 20, 2017 SCALE 1"=30' CONTOUR INTERVAL 2-F�EET�� j FILE NUMBER 8053 SHEET 10 of 20 w Z zcq ct) .j Z jL �e uJ :Z) 0 w J CO F— w im J z 0 j FILE NUMBER 8053 SHEET 10 of 20 DATE DEC. 20, 2017 SCALE ill r 30' CONTOUR INTERVAL 2 -FEET F--� w Z 0 Z (NJ Z (. 1 () w > :Z)8 90 < W. a J 0 FILE NUMBER 8053 SHEET 11 of 20 _J REVISIONS i z Z CL (') LIJ CL. DATE DEC. 20, 2017 SCALE ill r 30' CONTOUR INTERVAL 2 -FEET F--� w Z 0 Z (NJ Z (. 1 () w > :Z)8 90 < W. a J 0 FILE NUMBER 8053 SHEET 11 of 20 _J DATE DEC. 20, 2017 SCALE ill = 30' CONTOUR INTERVAL 2 -FEET REVISIONS W Lu () z Lu 0 > -j c) n LJ 'o (Sonl z p (0) CL z w J cot cz 00 LOL Lu m j z CL > Lu 2< L9 CD CC cc,41 u? rz I? 3'. "10 LL Z gg ct cc L UA r• ru) 0 C04 �Z— 0 Lu q Lu z 0 _r M. Lu DATE DEC. 20, 2017 SCALE ill = 30' CONTOUR INTERVAL 2 -FEET REVISIONS W Lu () z Z <-0 J > -j c) n LJ < cj� z p (0) CL w J DATE DEC. 20, 2017 SCALE ill = 30' CONTOUR INTERVAL 2 -FEET ------------- FILE NUMBER 8053 SHEET 11 of 20 W Z z CJ ct) J 12 > z p (0) w J m ------------- FILE NUMBER 8053 SHEET 11 of 20 r' J —'GIL FiJc_" FT :linin 1 `,,FI I: F'i._,ii c' _ j= DATE DEC. 20, 201 7 SCALE 1 " = 30' CONTOUR INTERVAL 2 -FEET f SH ET 14 of 20 REVISIONS � Lu () z < - 0 --I 0 LIJ Vii- CL DATE DEC. 20, 201 7 SCALE 1 " = 30' CONTOUR INTERVAL 2 -FEET f SH ET 14 of 20 DATE DEC. 20, 2017 SCALE ill = 30' CONTOUR INTERVAL 2 -FEET VARIABLL W07 R -0—W —,"'BENCHMARK 7- -.7 77, . ........ - - --A - - ----- - --- EX. INLET iL %*[q- H op STEEP SLOPES (MANAGED) Jimmy L. Taggart STEEP SLOPES (PRESERVED) I a Lic. No. 2 2 8 4 c 0 SCALE 1"=30 11�1'sl '5'IONAL 30 0 30 60 SCALE IN FEET L FILE NUMBER 8053 01 SHEET 15 of 20 REVISION- Lij C) z Z < CL 0 > u 0 Lij a_ DATE DEC. 20, 2017 SCALE ill = 30' CONTOUR INTERVAL 2 -FEET VARIABLL W07 R -0—W —,"'BENCHMARK 7- -.7 77, . ........ - - --A - - ----- - --- EX. INLET iL %*[q- H op STEEP SLOPES (MANAGED) Jimmy L. Taggart STEEP SLOPES (PRESERVED) I a Lic. No. 2 2 8 4 c 0 SCALE 1"=30 11�1'sl '5'IONAL 30 0 30 60 SCALE IN FEET L FILE NUMBER 8053 01 SHEET 15 of 20 _ --! EBI \'\�`I-' i;; i=i f v,, ,:b. :�i1 11 , F'I,i .l,,,,.,. - 'c , REVISIONS Lij z zn <0 1 9 i i 1 DEC.DATE D 20, 2017 L__�_— �301 CONTOUR INTERVAL NA. FILE NUMBER 8053 SHEET 17 Of 20 41 Y 4 a. t z w > 0 i c) I J rz 11 If' C) FILE NUMBER 8053 SHEET 17 Of 20 DATE DEC. 20, 201 7 SCALE 1 " = 30' CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET" 18 of 20 REVISIONS z Z <- >.j Q LLJ < 11111n DATE DEC. 20, 201 7 SCALE 1 " = 30' CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET" 18 of 20 REINFORCED RUBBEF HOSE, ARBOR TAPE, NYLON WEBBING 'RUNE DEAD OR DAMAGED 3RANCHES. DO NOT PRUNE ;ENTRAL LEADER. 2EINFORCED RUBBER HOSE, ARBOR 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 DECIDUOUS TREE PLANTING DETAIL NO SCALE ARBOR TAPE OR NYLON WEBBING PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH) (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BALL REMOVE BURLAP FROM TOP 1/3 OF BALL ORIGINAL SOIL, AMEND AS REQUIRED NEVER CUT MAIN LEADER CONIFEROUS TREE PLANTING DETAIL NO SCALE REMOVE BURLAP FROM TOP 1/3 OF BALL REMOVE BURLAP FROM TOP 1/3 OF BALL EARTH BERM AROUND BIED SHREDDED HARDWOOD MIULCH (MIN. 3" DEPTH) DO NOT MULCH AGAINST' STEM. ORIGINAL SOIL, AMEND AS REQUIRED UNDISTURBED SOIL NOTE : REMOVE ALL DEAD, BROKEN, DISEASED AND WEAK BRANCHES. SHRUB PLANTING DETAIL NO SCALE I 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. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE LANDSCAPE ARCHITECT AND ALBEMARLE COUNTY PLANNING DEPARTMENT 5. 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. 6. 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. 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 8. 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. 9. 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. 10. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 11. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, ANID 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. 5212 LINE4R FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET =104.2 STREET TREES REQUIRED 104 STREET TREES PROVIDED QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT 0 PLANTING SPACING SPECS. 10 YR. CANOPY (EA.) 10 YR. CANOPY 51 AR Acer rubrum "October Glory" OCTOBER GLORYRED MAPLE 1.5 MIN. 11' AS SHOWN B & B' 397 SF 20,247 SF 26 QP Quercus phellos WILLOW OAK 1.5" MIN. 11' B & B' 370 SF 9,620 SF 27 TC Tilia cordata °Greenspire" GREENSPIRE LINDEN 1.5" MIN. 11' B & B' 249 SF 6,723 SF TOTAL 36,590 SF PROPOSED BLOCK 32 SITE AREA = 23.27 AC OPEN SPACE = 6.50 AC PUBLIC ROW = 3.23 AC NET SITE AREA =13.54 AC (589,440 SF) 20% SITE TREE CANOPY REQUIRED = 117,888 SF EXISTING TREE CANOPY =100,655 SF * 1.25 = 125,819 TOTAL PROPOSED TREE CANOPY = 36,590 SF TOTAL TREE CANOPY PROVIDED=162,409 SF (27.5%) IFI DATE DEC. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA REVISIONS +s z < - O > —j 0 w 0doi < z w DATE DEC. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 ----------------------- SHEET 19 of 20 +s LLJ Lij 0doi z w > 00 • 0 Lu it , az •f. •r C) 0 •s FILE NUMBER 8053 ----------------------- SHEET 19 of 20 CG -98 ENTRANCE g NUNPAVED PED. LIMITS OF PED. ----� ACCESS ROUTE[] o OUTE D NON -TRAVERSABLE /? WIDTH OF ENTRANCE UNPAVED SPACE P -- SPACE EXISTING ORPROPOSED EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE o WIDTH OF FF � I ENTRANCE �z 2'_ 0" u v J cr LIMITS OF PED. o LIMITS OF PEC, EXPANSION JOINT ACCESS ROUTE Q ___NON`TRAVER5ABLE _-_ ACCESS ROUTE [F�,_> -- -- iii - z cn r PEDESTRIAN ACCESS ROUTE DETAIL WITH & -CURB INCLUDED IN z `� ENTRAraCE GUTTER < WITHOUT UNPAVED SPACE aq u y O w w ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE (F EXTEND BEYOND FLOW LINE EXISTING OR PROPOSED VDOT RIGHT -OF WAY. `'+I ENTRANCE WIDTH s , EXPANSION JOINT DESIRABLE MINIMUM 16' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS It ABSOLUTE MINIMUM 12' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT }� PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT EDGE OF PAVEMENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F -F HALF PLAN IF PEDESTRIAN ACCESS ROUTES L*] ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH AMAX. 2% CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD PARABOLIC CG -3 OR CG -7. THE CURB FACE ON THIS STANDARD 6 TO BE ADJUSTED 1MATCH THE UNPAVED SIDEWALKCURVE MOUNTABLE CURB CONFIGURATION.. L` ; o • o � e SPACE NORMAL GUTTER- --------____-- SECTION E -E r;, '�. •`';` I>. �, �° -4 *0% TO 10% CHANGE + 1,_ 3' -CLASS 3 S� � � �V �. 'tea A (H.E.S.) CONC. �! X ! t J Al n -6' AGGR. BASE TYPE I SIZE 21B 2% MAX "SL.OPE FOR CURB AND GUTTER ONLY 5'-0-0'_ POINT OF GRADE CHANCE T' - I FOR SIDEWALK, CURB AND GUTTER x 12 1 MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY X X M 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MiNtMUM 10' INTERVALS SECTION D -D SPECIFICATION XVDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 0715 203.02 V. CLASS A3 CONCRETE --'� SECTION C -C ENTRANCE VOLUME CG -11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE MORE THAN 1500 VPD CROSSES A COMERCIAL ENTRANCE 3 THE CROSS SLOPE SHALL BE 2'X FOR 500-1500 VPD A WIDTH OF 5 FEET. 6 A-1 GENERAL NOTES --STREET APPROACH SAME SURFACING 8 (RADIUS TO BE AS C SHOWN ON PLANS) C AS MAINLINE ROADWAY (SEE NATE 3) n 1. WHEN USED IN CONJUNCTION W;FH STANDARD CC,3 TI IS TO _ - M LOCAL-PUBLC (RADIUS TO BE AS SHOWN ON PLANS) OR CG -7, IHE CURB FACE ON IIS STANDARD BE ADJUSTED TO MATCH THE MOUNTABLE CURB L __ M .... .., _. .. ,.._ ..... 1 20' CG -2 OR CG -6 CONFIGURATION. 6" _(SEE NOTE 1) � - - I i 25 mph 299 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 1 -1 /2" i) 0 SIDEWALK USED WITH THIS STANDARD. LOCAL -PUBLIC SIDEWALK 36+06 - 40+29 25 mph (SEE LL: 20' 1-1/2" I L_ UNPAVED SPACE NOTE 5)OPTIONA i 3 PAIAIIJ'E PAVEMENT "HALT. BE CONSTRUCTED TO TIE LOCAL -PRIVATE FLOW LINE R/N! LINE (EXCEPT ANY SUBGRADE STABILIZATION 25 mph - -EXPANSIONOMITTED REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE 1 -1 /2" �' - EXPANSION IN THE ENTRANCE.) ROAD C JOINT ` I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER 20' 1-1 /2" 3" SIHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE LOCAL -PUBLIC NOTE WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A 65 PLAN VIEW EN`i•RANCE NOTES 2.5" 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE LOCAL -PRIVATE TiURN,NG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE j TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) / 0 WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG -13) EDGE OF PAVEMENT OR ' 8 % MAX. D GRADE CHANGE � -- 6, PLANS ARE: TO INDICATE WHEN CONSTRUCTION OF A FLOW OPTIONAL FLOW LINE ALLEY F - - D (SEE LONE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 90 - - - - - - - - __ NOTE 7) THE ENTRANCE. MAINLINE ROADWAY 6" - _ _ D ROAD G 10+00 - 14+75 25 mph 8% MAX © 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "ID" 1-1/2" 2.5" GRADE CHANGE - - ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE ALLEY H 10+00 - 13+81 D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 16' 1-1/2" 2.5" 1 6" CONNECTIONS. 5' ti4lfd. 20' MIPIIMUM POR _ INTERSECTION NOTES COMMERCIAL ENTRANCE 8. (WHEN CG- 11IS USED FOR STREET CONNECTIONS, THE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. (CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH FAASHTO 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. 2" ALLOWABLE ENTRANCE GRADE CHANGES V. CLASS A3 CONCRETE --'� SECTION C -C ENTRANCE VOLUME GRADECHANGE „D„ DESIRABLE MAXIMUM I--IIGH MORE THAN 1500 VPD 07 3 WEDIUM 500-1500 VPD _<3 % 6 LOA' LESS THAN 500 VPD _< 6 % 8 NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCbAL ENTRANCES) REVISION DATE SHEET 1 of I 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 5' or 8' 4" 3000 PSI CONCRETE STATION DESIGN SPEED `4" VDOT 21A -- STONE BASE FUNCTIONAL CLASSIFICATION TYPICAL SIDEWALK SECTION N.T.S. 21B +Rif Baur; � �m,(t I ? Tn- d' spa .».. a �=r µma �Xa Curb x p "w71. ��.�,� ... 20' 1-1 /2" 3" M LOCAL-PUBLC ROAD A S.< L __ M .... .., _. .. ,.._ ..... 1 20' T t 6" M*ah B I i 25 mph 299 N.T.S. N.T.S. Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B 1 5' TRANSITION I ROLLTOP CURB EDGE OF PVMT./ GUTTER PAN FACE OF CURB 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. ROAD CLASSIFICATION SCHEDULE 'Ns'VH Op Jimmy L. Taggart Lic. No. 22841 �*SIONAL _ ROAD NAME STATION DESIGN SPEED VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25.0 21B ROAD A 10+00 - 24+99 25 mph 1,100 20' 1-1 /2" 3" 6" LOCAL-PUBLC ROAD A 25+00 - 30+99 1 20 mph 140 20' 1-1 /2" 3" 6" LOCAL -PUBLIC ROAD A 31+00 - 36+06 25 mph 299 20' 1 -1 /2" 3" 6" LOCAL -PUBLIC ROAD A 36+06 - 40+29 25 mph 150 20' 1-1/2" 3" 6" LOCAL -PRIVATE ALLEY B 10+00 - 12+52 25 mph 140 16' 1 -1 /2" 2.5" 6" LOCAL -PRIVATE ROAD C 10+00 - 13+07 25 mph 399 20' 1-1 /2" 3" 6" LOCAL -PUBLIC ALLEY D 10+00 13+72 25 mph 65 16' 1-1/2" 2.5" 6" LOCAL -PRIVATE ROAD E 10+00 - 14+32 25 mph 80 20' 1-1/2" 2.5" 6" LOCAL -PRIVATE ALLEY F 10+00 - 14+79 25 mph 90 16' 1-1/2" 2.5" 6" LOCAL -PRIVATE ROAD G 10+00 - 14+75 25 mph 85 20' 1-1/2" 2.5" 6" LOCAL -PRIVATE ALLEY H 10+00 - 13+81 25 mph 40 16' 1-1/2" 2.5" 1 6" LOCAL -PRIVATE A" annn DQT ELAN I INb UUNUHt I t STRIP SIDEWALK CURB 30' PRIVATE R/W 24' PRIVATE R/W 1/4"• 1, 1/ 4 ": I . R/W 1 FACE R/W R/W I`' � R/W ROLLTOP 1.5" SM -9.5 ROLLTOP ROLLTOP 1.5" SM -9.5 FACE ROLLTOP 3 CURB CURB CURB CURB 1/4": 1 3 1 ;; 3 1 1/4 1 ` / E --1/4" 1' 1/4" 1'-�► BASE SUBBASE BASE SUBBASE 2.5" BM -25 6" AGGREGATE(21A) 2.5" BM -25 6" AGGREGATE (21A) 2 1' 2' 10' 10' 2' 1' 2' 1' 1' 2' 1 8° B' 2' 1' 1' FACE OF FACE OF FACE OF FACE OF CURB CURB CURB CURB TYPICAL SECTION TYPICAL SECTION PRIVATE STREET C, E & G ALLEY B, D, F & H PRIVATE STREETS PRIVATE ALLEYS (25 MPH DESIGN SPEED) (25 MPH DESI6I` SPEED) N.T.S. 30' PRIVATE R/W (I L �IIDGArF OF j FACE OF CURB TYPICAL SECTION PRIVATE STREET A PRIVATE STREETS (25 MPH DESIGN SPEED) N.T.S. 33 3 A" onnn nCT UUI UME I C t LAII I IIVb SIDEWALK STRIP I 01 0 28 \ M / s" 32 33 04 105 1106 1107 1108 1109 1 110 1 111 I UMMMMM 0 4 3 2 I N.- 9MMOMM911M., K-1 49' PUBLIC R -O -W R/W POINT OF I R/W 4"3000 PSIFINISHED 1 4" 3000 PSI 3 CONCRETE VDOT S'>''D GRADE VDOT ST'D CONCRETE CG -6 1.5" SM -9.5 CG -6 /4 ": 1 ' _� _ 1 I/4": 1° 1 1 J4": 1• _- - 1/4": 1° 3 -1 4" VDOT 21A ": _ _`-_ _ __." W _� _. _. :.-_' �4" VDOT 21A JLL - STONE BASE , BASE I " SUBBASE (21A) STONE BASE 6" VDOT 21A -t 4 I 6 VDOT 21A '° U D i - 3°' BM 25 4" UD -4 STONE BASE UNDERORAIIN UNDERDRAIN I STONE BASE 1' 5` 6' 2' 10' 10' 2' I , 6' I 5' 1" CONCRETE PLANTING ! TRAVEL LANE TRAVEL LANE ' PLANTING CONCRETE SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK [f I 24.5' 1 24.5' PC SECTION ROAD A (20 MPH DESIGN SPEED 20+00 - 22+25) (25 MPH DESIGN SPEED 18+16 - 20+00) N.T.S. DATE DEC. 20,2017/ SCALE AS SHOWN CONTOUR INTERVAL N/A F� 3053 SHEET 20 Of 20 REVISIONS Lu z Z IL 0 IC E to M t t • A 4 � s # t 1 i • DATE DEC. 20,2017/ SCALE AS SHOWN CONTOUR INTERVAL N/A F� 3053 SHEET 20 Of 20 REVISIONS Lu z Z IL 0 to DATE DEC. 20,2017/ SCALE AS SHOWN CONTOUR INTERVAL N/A F� 3053 SHEET 20 Of 20