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HomeMy WebLinkAboutSUB201800033 Plat - Submittal (First) Preliminary Plat 2018-02-20r, SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT. • DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088 CROZET, VA 22932 dave@oldtrailvillage.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (4J4)-977-0205 TAX MAP PARCEL No: 055EO-01-00-000A2 PARCEL AREA: 23.27 AC ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS ppuulnuluulplll nluumlmnlpll nnnllnnll I muuunl Ilnnnmunugll V IIID (IplDmm�luuuglll mnuuuuumanlul IIIIII III III -VIII' I,II II IIU�, III (p IIIIIIIIIIilllllllll (lfllllllllllllllllll III IIIIIIII@III IIIIIIilllllllpllllllll IIIIIIpIII IIIIIIIIII Illlllllllllllllllllll 11lIIIIIIIl111111111111I IAIL11111111111W IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIILIIIIIIII IIIIII,L (IIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII nnnm mquuuu..... IIIIIIIIUIIIOIIIIIIIIIII (IlQlpllllllllpllllll IIII D�"' llpllnnnlll Ilumnul111 �i�l �I' �I I� I �I Ilill� III Dllll �IIIII IIIIII �IIIIII If (�) nnnnmmutllpl ) IIII Ilfl IIII I VIII IIIIIII nmllgl�i muuu1-11111 uomuuullumll Illlllumllmllllulptllll I �IIII4uummnulUlll�lll (IIIIIIIIIII�, �IIII,Ipuumlmudfllll �III�Iiunamuuu�ma OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 ENTRANCE CORRIDOR OVERLAY DISTRICT STEEP SLOPES (MANAGED & PRESERVED) OVERLAY DISTRICT PR IMINARY SUBDIVISION USE 111 SINGLE FAMILY LOTS (82 SFD, 29 SFA) BUILDING HEIGHT' SINGLE FAMILY DETACHED: 2.5 STOREYS OR 42' EXISTING INDEX CONTOUR SINGLE FAMILY ATTACHED: 3 STOREYS OR 50' SETBACKS: FRONT 7.5' (MINIMUM) 30' (MAXIMUM) PROPOSED CONTOUR SIDE. • 7.5' PROPOSED WATERLINE W/ TEE REAR: 7.5' AREA SUMMARIES: SEE SHEET 2 LOT AREAS: SEE SHEET 2 GROSS RESIDENTIAL DENSITY.• 4.77 UNITS/AC. MAGISTERIAL DISTRICT' WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WP020160009), APPROVED EXISTING WATER VALVE 4/25/2016 WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY.- LOUISA AERIAL SURVEYS, AUGUST 2012 BENCHMARK: INLET TOP ON OLD TRAIL DRIVE = 653.0 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROPERTY LIA41TS FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN THE FLOOD INSURANCE RATE MAP ZONE PROPOSED STORM SEWER X -UNSHADED (AREAS DETERMINED TO BE OUTSIDE THE 0.2z ANNUAL CHANCE PROPOSED REDUCER -----► W FLOODPLAIN), FLOODPLAIN ZONE X -SHADED (AREAS OF 0.2% ANNUAL CHANCE FLOOD) AND FLOODPLAIN ZONE AE (BASE ELEVATIONS DETERMINED) AS SHOWN ON COMMUNITY � > > PANEL NUMBER 510006 0237 D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. PARKING REQUIRED: 2 SPACES PER SINGLE FAMILY DETACHED - 82 SFD = 164 SPACES co -- 2.5 SPACES PER SINGLE FAMILY ATTACHED - 29 SFA = 72.5 SPACES Q 237 SPACES REQUIRED TOTAL PARKING PROVIDED: 4 SPACES PER SINGLE FAMILY DETACHED - 82 SFD = 328 SPACES - - -��-�= ° 4 SPACES PER SINGLE FAMILY ATTACHED - 22 SFA = 88 SPACES -j C04W ui I SPACE PER SINGLE FAMILY ATTACHED - 7 SFA = 7 SPACES 423 SPACES PROVIDED TOTAL EXISTING IMPERVIOUS AREA: X PROPOSED IMPERVIOUS AREA: X PROPOSED TURF AREA: X LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND O DETAILS LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR SLOPES TO BE SEEDED, MULCHED & TACKED MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE EXISTING SPOT ELEVATION ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. PROPOSED SPOT ELEVATION J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT VEHICLES PER DAY COUNT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. GENERAL CONSTRUCTION NOTES PLAN NOTES 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 RELATIED 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 ENGIINEER 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 TRAIFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARD'S 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 MIETHOD 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 ORDINANCIES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS: 7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. M VICINITY MAP SCALE: 1 "=1000 FEET 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 WIIL1 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 ONILY 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. nnmumnlup PIIII�I muuuu II en mnm ''..., 111111111-�IIIII' IIIIIIII•!III omounuuulmL�IIIIIII II��III, SHEET INDEX SHEET 1 ---------- COVER SHEET SHEET 2 ---------- OVERALL PLAN SHEET 3 ---------- EXISTING CONDITIONS SHEET 4 ---------- EXISTING CONDITIONS SHEET 5 ---------- EXISTING CONDITIONS SHEET 6 ---------- SITE LAYOUT PLAN SHEET 7 ---------- SITE LAYOUT PLAN SHEET 3 ---------- SITE LAYOUT PLAN SHEET 9 ---------- UTILITY PLAN SHEET 10 --------- UTILITY PLAN SHEET 11 --------- UTILITY PLAN SHEET 12 --------- UTILITY PLAN SHEET 13 --------- GRADING PLAN SHEET 14 --------- GRADING PLAN SHEET 15 --------- GRADING PLAN SHEET 16 --------- LANDSCAPE PLAN SHEET 17 --------- LANDSCAPE PLAN SHEET 18 --------- LANDSCAPE PLAN SHEET 19 --------- LANDSCAPE NOTES & DETAILS SHEET 20 --------- TYPICAL SECTIONS, NOTES & DETAILS 1 F -r_ Fw n EXISTING INTERMEDIATE CONTOUR ^- -3' ... ..... _. PROPOSED TREE FP EXISTING INDEX CONTOUR "`° '°" ° 3C) EXISTING WATERLINE W/ TEE ___I PROPOSED CONTOUR PROPOSED WATERLINE W/ TEE W =+--- EXISTING EDGE OF PAVEMENT - -EX. EP - _ EXISTING FIRE HYDRANT nW PROPOSED EDGE OF PAVEMENT EP PROPOSED FIRE HYDRANT C� EXISTING CURB AND GUTTER EX C&G _ _ _ EXISTING WATER VALVE <11 PROPOSED CURB AND GUTTER _-:--.CG6_^ __ PROPOSED WATER VALVE W TRANSITION FROM CG -6 ROLL-TOP CG -6 ROLL-TOP -- °° - Tµ PROPOSED WATER METER 4) EXISTING STORM SEWER _EX. _75"`RCP - EXISTING REDUCER 0. PROPOSED STORM SEWER 15" RCP - -� PROPOSED REDUCER -----► W HANDICAP RAMP (CG -12) � > > EXISTING SANITARY SEWER 0 DENOTES LO ATION OF STD. VDOT co -- Q CG -12 ANDOR JURISDICTIONAL O PROPOSED SANITARY SEWER - - -��-�= ° STANDARD RRKAAAMP CONSTRUCTION -j C04W ui PARKING INDICATOR 12 PROPERTY LINE _ - ���"- INDICATES THE NUMBER OF TYPICAL PARKING SPACES 0? EASEMENT LINE - BENCHMARK O CENTERLINE - CRITICAL SLOPE LIMITS OF CLEARING AND/OR GRADING "`' SLOPES TO BE SEEDED, MULCHED & TACKED EXISTING SPOT ELEVATION x-12°0 aW PROPOSED SPOT ELEVATION +12.0 VEHICLES PER DAY COUNT '! ,2 -,4 V'='D LIMITS OF DEMOLITION PROPOSED STREET NAME SIGN EXISTING FLOODPLAIN EXISTING SIGN STREAM BUFFER PROPOSED SIGN �- EXISTING TREE DRIP LIME 0W SANITARY MANHOLE IDENTIFIER O EXISTING TREE L-%`, .I,5' OAK' STORM DRAIN STRUCTURE IDENTIFIER 0 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. t'j,TH of vIlp o � y Jimmy L. Taggart Lic. No. 6 22841 �<v� O fi IIIiit�'SI ONAL APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE IPLANNING / ZONING (ENGINEERING INSPECTIONS ARcHITECTUAL REVIEW BOARD nW DEPARTMENT OF FIRE RESCUE O U ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION <11 CL REVISIONS DATE FEB. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL FILE NUMBER 8053 SHEET 1 of 20 V � nW O U W CmCD <11 CL N 0 , Q F-� to Z Z Q� �@j 0 OCW >O a2 � > > � Z r o� co -- Q Uq O i -j C04W ui Uj co 0? O W i� aW ~4 2� LU q W q w O z _ IL 0W P4 REVISIONS DATE FEB. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL FILE NUMBER 8053 SHEET 1 of 20 I� AREA (SF) LOT AREA (SF) AREA SUMMARY: LOTS 521,948 SF (11.98 AC.) PRIVATE ROW 68,568 SF (1.57 AC.) PUBLIC ROW 140,785 SF (3.23 AC.) OPEN SPACE 282,196 SF (6.48 AC.) TOTAL 1,013,497 SF (23.27 AC.) MINIMUM LOT AREA SINGLE FAMILY DETACHED - 4,000 SF MINIMUM LOT AREA SINGLE FAMILY ATTACHED - 1,000 SF WNTAWITIM LOT AREA (SF) LOT AREA (SF) 1 6,106 56 1,360 2 5,250 57 1,360 3 5,250 58 2,353 4 5,208 59 3,449 5 5,100 60 2,040 6 5,250 61 2,677 7 5,250 62 2,678 8 5,250 63 2,040 9 5,250 64 2,712 10 5,250 65 3,003 11 5,250 66 2,040 12 5,250 67 2,040 13 5,250 68 2,677 14 5,250 69 2,677 15 5,250 70 2,040 16 5,383 71 2,040 17 5,968 72 3,369 18 5,968 73 5,698 19 5,968 74 4,515 20 5,968 75 4,515 21 6,479 76 4,515 22 5,921 77 4,515 23 5,359 78 6,775 24 5,420 79 6,454 25 5,458 80 4,515 26 5,474 81 4,515 27 5,862 82 4,515 28 8,122 83 4,515 29 11,805 84 4,515 30 11,404 85 7,652 31 8,612 86 5,949 32 7,155 87 4,515 33 7,638 88 4,515 34 7,707 89 4,515 35 5,250 90 4,515 36 5,250 91 4,515 37 5,768 92 4,515 38 5,787 93 4,515 39 5,250 94 5,384 40 5,250 95 6,869 41 5,250 96 4,515 42 5,250 97 4,515 43 5,250 98 4,515 44 2,677 99 4,515 45 2,040 100 4,515 46 2,040 101 4,515 47 2,677 102 4,515 48 2,677 103 6,831 49 2,040 104 6,202 50 2,046 105 4,515 51 2,911 106 4,515 52 2,141 107 4,515 53 1,415 108 4,515 54 1,871 109 4,515 55 1,870 110 4,515 1 1 1 6,849 GENERAL CONSTRUCTION NOTES CONCRETE & ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHIRENHEIT (F) IN THE SHADE AND RISING. 4.1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HIANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO T'HE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND) ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. TRAFFIC & SIGNAGE 1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR AUTHORITY. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUIBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BIE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWEILVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. ON iq f fi 665, i Q GLEN'�AL4 - JI tet. -t f s y f ! Al _x �LT Ii OF D00N �. Jimmy L. Taggart L ic. No. 22841 �wi �SSIONAL S�_ SCALE 1"=100' 100 0 100 200 SCALE IN FEET 0 I w O rT� U 1-+-1 o H CL Ory ¢� Z U Q"� cca 0� aW>LL o Q.Z �J Z ow W Q 0 rw J Z 2 N W p z0 cm 0u- 0 ud itcc 0 S aW z9N Lu ujT w Z F Z a. 0 W 94 REVISIONS DATE FEB. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 2 of 20 OVERALL PLAN SCALE: I"= 100' Al _x �LT Ii OF D00N �. Jimmy L. Taggart L ic. No. 22841 �wi �SSIONAL S�_ SCALE 1"=100' 100 0 100 200 SCALE IN FEET 0 I w O rT� U 1-+-1 o H CL Ory ¢� Z U Q"� cca 0� aW>LL o Q.Z �J Z ow W Q 0 rw J Z 2 N W p z0 cm 0u- 0 ud itcc 0 S aW z9N Lu ujT w Z F Z a. 0 W 94 REVISIONS DATE FEB. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 2 of 20 REVISIONS DATE FEB. 20, 2017 SCALE 1"=30' CONTOUR INTERVAL 2 -FEET LEGEND ap ��TH opYj FILE NUMBER 8053 SHEET 4 of 20 8� STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) 25B Jimmy L. Taggart Jimmy L. ]ggart (42 -6 Lic. No. Lij ' N 0. � 8 4T1 22841 0 0 SCALE 1 "=30 MATCH INE' HE ET '3'6'IONAL 30 0 30 60 SCALE IN FEET FILE NUMBER 8053 SHEET 4 of 20 REVISIONS DATE FEB. 20, 2017 SCALE 1°=30' CONTOUR INTERVAL 2 -FEET FILE NUMBER 8053 SHEET 5 of 20 w 0 Z tV �g" z= Cc Lu ?w0 OU �z J rc` >co— U� �wm q w �N i W Zfl X(b fl� 04 ©C.? u. , fl> W8 aW Z4 �o m� w 0 Z _ CW REVISIONS DATE FE'B. 20, 2017 SCALE ill = 30 CONITOUR INTERVAL NA FILE NUMBER 8053 SHEET 6 of 20 w w O Z ND CQ CL 0 �C = rcw> © 06 �z O aZ J1 wW °N W) N �� w LL o ,� O� Wug rr ac v �uj Or� W Q �4 29 W 1 4 w z a Lu REVISIONS DATE FEB. 20, 2017 SCALE 1"=30' CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 7 Of 20 REVISIONS DATE FEB. 20, 2+017 SCALE 11"=30 CONTOUR INTERVAL 2 -FEET FILE NUMBER 8053 SHEET 9 of 20 rn W OI oN CL o ,o Q�60. COOgrzW'0 Ov �Z cn V � J Q; 0� W lz v J J z J N cc V � O� ? 04 4. 0rr rt cmi F Q. ti OZ 4 Lu z w 0 iL REVISIONS GATE FEB. 20, 2017 SCALE 1 " = 30' CONTOUR INTERVAL 2 -FEET SHEET 10 Of 20 w vs gym. 01 E`er C7� Ld r zd =>-� � A co —ri uj LoLZ 0 W ,` A W " cc z (0 0� 1. w Q s a. REVISIONS DATE FEB. 20,2017----/ SCALE ill = 30° CONTOUR INTERVAL ,2 -FEET 45' HB t .� -> r ,j- --- _$ Jimmy L. Taggart J I LLr JL\JrLJ `rf�GJGI -U) Lic. No. MATO H �. ISHEET 12-- o228�F1SCALE 1"=30 F' '3'IONAIL, ...�r30 r 30 0 60 ' SCALE IN FEET FILE NUMBER 3053 SI"IEI=T � 11 Of 20 0 W N Z CL 00 N �Lu'0 Z' o� Q)J� �N v Lu LL� o> �c � n�. W >Z= w o CL �W REVISIONS DATE FEB. 20, 2017 SCALE 1"=30' CONTOUR INTERVAL 2 -FEET FILE NUMBER 8053 SHEET L--!1 t�f a w vy ll� O U W Z tv o� 2co C� ON z CcLu>0 ov L;z Q vQ o w J J N Lu o 'd� hQ1Wz Lu cp �4 W q w z a. REVISIONS DATE FEB. 20, 2017 SCALE 1i"=30 CONTOUR INTERVAL 2 -FEET FILE NUMBER 8053 SHEET 13 Of 20 w +� W O cm_ �gca <� al Cot 4 �W >0 T a/"1 J fl J, co W o° i Ja �z ® EI z0 �rn occ ° N wZ oLL � fl' w cw:, �r� UN �Lu o 0� �, W r4 C) W z x z CL r0 Lu REVISIONS CRATE FEB. 20, 2017 SCALE ill = 30° CONTOUR INTERVAL 2 -FEET FILE NUMBER 8053 SHEET 14 of 20 REVISIONS I DATE FEB. 20, 2017 SCALE 1"=30' CONTOUR INTERVAL 2 -FEET RILE NUMBER 3053 SHEET 15 Of 20 w n� 0 U c� C• ZN a= 0� z BCW 00 �'o Lujz LOU �C �Z co Urn Lu Qtr � 0 W LL. 03 O� Wda rw cv Q ZLu 29 4 Lu 1 Z X Z a. 0w REVISIONS I DATE FEB. 20, 2017 SCALE 1"=30' CONTOUR INTERVAL 2 -FEET RILE NUMBER 3053 SHEET 15 Of 20 DATE FEB. 20, 2017 SCALE 1 " _= 30 CONTOUR INTERVAL NA FILE NUMBER 3053 SHEET 16 of 20 w O c\1 CIE Q.0 � c" _ �� �� ?0 W , (�� N z 3: ol Q W OR 5 W O Q. Q. uj 04 9 WCo co OCD ' W z 0- C DATE FEB. 20, 2017 SCALE 1 " _= 30 CONTOUR INTERVAL NA FILE NUMBER 3053 SHEET 16 of 20 REVISIONS DATE FEB. 20, 2017 SCALE 1 " = 30' CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 17 Of 20 i • • t * 04 . • # • s • UJ Ss � s rz• r . ` cm a i Lu• ' • • cc Q. • • Lu• s CL REVISIONS DATE FEB. 20, 2017 SCALE 1 " = 30' CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 17 Of 20 -_tEX. INLET To� 65 )c"4 STEEP SLOPES (MANAGED) WA 3TEEP SLOPES (PRESERVED) Jlmnmy L. Taggart 22841 SCALE 1^=30 30 O 30 60 SCALE IN FEET FILE NUMBER cl SHEET 18 of 20 ------------------------------------- ����� 0 cj cm rc 04 04 cc OR LL -_tEX. INLET To� 65 )c"4 STEEP SLOPES (MANAGED) WA 3TEEP SLOPES (PRESERVED) Jlmnmy L. Taggart 22841 SCALE 1^=30 30 O 30 60 SCALE IN FEET FILE NUMBER cl SHEET 18 of 20 ------------------------------------- ����� 0 REINFORCED RUBBEF HOSE, ARBOR TAPE, NYLON WEBBING 'RUNE DEAD OR DAMAGED 3RANCHES. DO NOT PRUNE ;ENTRAL LEADER. ZEINFORCED 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 BED SHREDDED HARDWOOD MULCH (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 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, 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. 5212 LINEAR 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 @ PLANTING SPACING SPECS. 10 YR. CANOPY (EA.) 10 YR. CANOPY 51 AR Acer rubrum "October Glory" OCTOBER GLORY RED 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%) A REVISIONS DATE FEB. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 19 of 20 �W 0 L7 W 'QZ D J� �� C&I, � ¢M ft W >p OU uz (LZ CO CO 0 N �. Urn tv O WZ 0 �3 U0 cc cc 4W or (� iL REVISIONS DATE FEB. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 19 of 20 CG -98 ._ WIDTH OF C ENTRANCE LIMITS OF PED. � LIMITS OF PED. ACCESS ROUTE QQ a ACCESS ROUTE[*] WIDTH OF ENTRANCE UNPAVED SPACE NON -TRAVERSABLE 4n UNPAVED SPACESt OPF - EXISTING OR PROPOSED EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE o WIDTH OF ENTRANCE F F 2'O0" w a LIMITS OF PED. o LIMITS OF PED. EXPANSION JOINT E ACCESS ROUTE NON -TRAVERSABLE ACCESS ROUTE [ _. pp w L Ul Lj Q J CURB INCLUDED IN z PEDESTRIAN ACCESS ROUTE DETAIL WITH & w ENTRANCE GUTTER WITHOUT UNPAVED SPACE 4 Q �` w (}w ADOlTIONAL RIGHT -QF -WAY IS REQUIRED IF THE LIMITS D - OF PEDESTRIAN ACCESS ROUTE [B EXTEND BEYOND 2'-0" FLOW LINE z EXISTING OR PROPOSED VDOT RIGHT -OF WAY. cr, w ENTRANCE WIDTH z EXPANSION JOINT DESIRABLE MINIMUM 16' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS U° ABSOLUTE MINIMUM 12' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS of A FACILITY THAT CAN BE APPROACHED, ENTERED AND -� EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F -F HALF PLAN C IF PEDESTRIAN ACCESS ROUTES [j] ARE BEING '-(i f , PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX, 2X CROSS SLOPE, WHEN USED IN CONJUNCTION WITH STANDARD p° PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED T. MATCH THE UED CURVE SIDEWALK _ MOUNTABLE CURB CONFIGURATION. SPACE ---------c, NORMAL GUTTER _ - - g- X x x SECTION E -E E[` C_ �° o• *0% TO 10% CHANGE 3" -CLASS A3 {H.E.S.) GONG. 3 cJA'IJ TYPE O� 6" AGGR. BASE E T SIZE 21B ; 5'X. POINT OF GRADE CHANGE > �° 12Y. MAX. SLOPE I 5'-0" a FOR CURB AND GUTTER ONLY if ('• ° FOR SIDEWALK CURB AND CUTTER x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY '' • " "' ` "` `� x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SPECIFICATION J� (� ^ (� 1V©©T REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203,02 CLASS A3 / •o. .� °' a.� (H.E.S.) p. CONCRETE I SECTION C -C R/W ENTRANCE VOLUME CG -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 A WIDTH OF 5 FEET. 6 f Q AGENERAL 4 XA SIREET APPROACH SAME SURFACING NOTES (RADIUS TO BE AS } o C) C AS MAINLINE ROADWAY (SEE NOTE 3) 8% SHOWN ON PLANS) 1-1/2)) I 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 LOCAL-PUBLC - - 25+00 - 30+99 I _ (RADIUS TO BE AS I SI -OWN ON PLANS) OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB _ 1-1/2" 3" CG -2 OR CG -6 l CONFIGURATION. ROAD A ` SEE NOTE 1) - - -- 25 mph 299 20' 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 3" a 0 SIDEWALK - - - USED WITH THIS STANDARD. ROAD A ISIDEWA,LK I - - - - (SEE 4 25 mph 150 NOTE 5} ! OPTIONAL UNPAVED SPACE 3 MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 3" 6" FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION 10+00 - 12+52 - - - - -----W -I ----- - REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE 1-1/2" EXPANSIONEXPANSION 6" LOCAL -PRIVATE OMITTED IN THE ENTRANCE.) 10+00 - 13+07 JOINT -� I JOINT 4 RADIAL CURB OR COMBINATION CURB AND GUTTER 3" 6" -- �i ALLEY D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SECTION. EXCEPT FOR REPLACEMENT PURPOSES. SHOWN OIC TYPICAL A 1-1/2" PLAN VIEW ENTRANCE NOTES LOCAL -PRIVATE 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE 10+00 - 14+32 TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPETRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS O'PARABGLIC CURVE (ENTRANCE ONLY WITHIN THE LIMITS OF THE RADIISHOULD BE 1`14CREASED TO 7". (SEE CG -13) EDGE OF PAVEMENT OR I GRADE CHANGE D Q 6. FLANS ARE TO INDICATE WHEN CONSTRUCTION of A FLOW OPTIONAL FLOW LINE - 25 mph - D (SEE LJNE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 1-1/2" - - - - - - NOTE 7) THE ENTRANCE. MAINLINE ROADWAY - - - -- 10+00 - 14+75 25 mph 85 8% MAX. D © 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 2.5" 6" GRADE CHANGE - ��� "'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE 10+00 - 13+81 25 mph D VALUES ARE NOT APPLICABLE TO STREET TABLECTH 1-1/2" 2.5" 6" LOCAL -PRIVATE SE CONNE5' MIN. 20' MINIMUM FOR INTERSECTION NOTES COMMERCIAL ENTRANCE I 8. `NHEC1 CG -11 IS USED FOR STREET CONNECTIONS, THE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST 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 FLOWL!NE MAY REQUIRE WARPING OF A 4„ PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 2" I B ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 / •o. .� °' a.� (H.E.S.) p. CONCRETE I SECTION C -C R/W ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE j MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 AEDIUM 500-1500 VPD <_3% 6 f LOW LESS THAN 500 VPD 5 6 % 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 5oz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE sHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/15 203,04 ROLLTOP CURB 1/4":1' 3 :1 2' 1 1'I 2' FACE OF CURB 30' PRIVATE R/W I R/W SURFACE ROLLTOP 1.5" SM -9.5 CURB .F- 1/4" 1' 1/4' 1' -�• E - <3 BASE SUBBASE 2.5" BM -25 6" AGGREGATE(21A) 10' 10' 2' 11' 2' FACE OF CURB TYPICAL SECTION PRIVATE STREET C, E & G PRIVATE STREETS (25 MPH DESIGN SPEED) N.T.S. or 8' 4"3000 PSI CONCRETE r• IE- r;fIfE-111=1II.::::°�:;•'' :< :°::w:.-.5.:.:a::::::..Q';•'::�:.,:.`:_:..:• 111=1�I :111= T1I1�111� I -I i \4" VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. :\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 12 do 15\FlNAL SITE&SU80. PLAN\VDOT Roll-top Curb Detail.J a\acA\�\an �-aos3\1111M 12 a 15\M& sreasueo. NM\VDar oc-a cwe DOW16 c N.T.S. N.T.S. Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B 9 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. ROAD CLASSIFICATION SCHEDULE Jimmy L. Taggart Lic. No. 22841 1A��oF�ss I "/r . 0 N A L y 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 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" 6" LOCAL -PRIVATE R/W 4" 3000 PSI ROLLTOP 3 1 CONCRETE CURB 1/4": 1' 3 1 4" VDT 21A - STONE BASE 6' 5' 2' 1' 2' 41 PLANTING ONCRE E STRIP SIDEWALK FACE OF CURB 24' PRIVATE R/W 30' PRIVATE R/W -E---1/4 "' ; 1. BASE 2.5" BTM -25 10' � SURFACE ROLLTOP 1.5" SM -9.5 CURB 1/4 1 ' -�•- SUBBASE 6" AGGREGATE (21A) 4" 3000 PSI CONCRETE. 3 .1 1/4' : 1 STONEBASE 10' 2' 1' 2' FACE OF CURB TYPICAL SECTION PRIVATE STREET A PRIVATE STREETS (25 MPH DESIGN SPEED) N.T.S. I 1/4"' 1 SURFACE LTOP R/W 1.5" SM -9.5 ROLCURB CURB 3.1 114 3 1 SUBBASE 6" AGGREGATE (21A) B' 2' 1' 1' FACE OF CURB TYPICAL SECTION ALLEY B, D, F & H PRIVATE ALLEYS (25 MPH DESI6I` SPEED) 5' 6' CONCRETt PLANTING SIDEWALK STRIP 49' PUBLIC R -O -W POINT OF R/W � 4" 3000 PSI FINISHED VDOT ST'D GRADE VOOT ST'O 3;1 CONCRETE CG -6 1.5" SM -9.5 CG -6 1/4": 1' -�► _ �-__ 1/4": 1 ' \ 114 1 ` -�► .......... 3 :1 4" VOOT 21A .._ STONE BASE�� _ ,.�` BASE 6" SUBBASE 4" 3000 PSI CONCRETE 1/4 1' 4 6 ' VDOT 21A '� (21A) I STONE BASE 4 UD -4 3 BM -25 4" UD -4 6" VDOT SE UNDERDRAIIN UNOERDRAIN STONE BASE 1' 5' 6' 2' 10' 10' 2' 6' CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING SIDEWALK STRIP 0.5' ! 0.5' STRIP i ! ♦ . j (20 MPH DESIGN SPEED •• (25 MPH DESIGN SPEED 18+16 - 0• 4" VDOT 21A STONE BASE 5' 1' CONCRETE SIDEWALK W 0 REVISIONS DATE FEB. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL N/A W I► 6 0 LU 0 CTS O Cl) zy• a1 vjzo(n< z �> 0 CCZ CCi CL ' W Z > W i.0 dZ \ rr+y� V � � W � Z N � l _ � 0 ✓ C LU Ip. CC 0 LL `�J L� ` V 3 , CC CCw Q. W CV 9 CP ' w O f � REVISIONS DATE FEB. 20, 2017 SCALE AS SHOWN CONTOUR INTERVAL N/A FILE NUMBER 3053 SHEET 20 of 20 I► 6 0 zy• a1 vjzo(n< CCi i.0 � l FILE NUMBER 3053 SHEET 20 of 20