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HomeMy WebLinkAboutSUB201700092 Plan - As-built Road Plan and Comps. 2018-12-07ll T i a O ..W U W �� Q� �-i a Z 0 � N Q g � Z ®� OCW SO 02 �z 'L� Z � waa p� � �/� V Q �W e W� ® 2 0 i ttom�,, 0� v, , U� a IF��•1^I� MJ-�i 0� w'� � �w W � WW V N Z� w W rn� w O a O W STATE SYSTEM. ll T i a O ..W U W �� Q� �-i a Z 0 � N Q g � Z ®� OCW SO 02 �z 'L� Z � waa p� � �/� V Q �W e W� ® 2 0 i ttom�,, 0� v, , U� a IF��•1^I� MJ-�i 0� w'� � �w W � WW V N Z� w W rn� w O a O W 4 T 0 LD TRAI L V1 LLAG E 7: REVISIONS S/7/17 COUNTY/ACSA COMMENTS 9/25/17 COUNTY/ACSA COMMENTS 10/19/17 COUNTY COMMENTS 12/07/18 ROAD & uTIUTY AS-BUILTS DATE JUNE 5, 2017 SCALE AS SHOWN CONTOUR INTERVAL NA �- W WzC'� g Q WQ� Z W= =� �C _ 0 > (n -� Z ���=� wN�Qw W jr < o JOJ O FILE NUMBER 8053 SHEET 1 of 14 SITE DATA OWNER /DEVELOPER: MARCH MOUNTA/N PROPERTIES LLC CONTACT.° DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088 CROZET, VA 22932 dave@oldtrailvillage. com SHEET INDEX PLAN PREPARER: ROUDABUSH, GALE, & ASSOC/AYES 914 MONTICELLO ROAD SHEET 1 --------- A -BUILT VER HEET CHARLOTTESV/LLE, VA. 22902 (434)-977-0205 "� N I C�`` . ME�i�ri�c�i-iEi���RLOC a�c�C��� .��I- TAX MAP PARCEL No: A PORTION OF 055E0 -01-00-000A 1 "� I ''` ��{�iCI K 73�X'%4'�i9"X�Q�HAS 1 UILT ROAD & UTI ITY PLAN ul� Lu () cr. _� 11, , " �', � [ I I � ��e��_c_ RP�iSDCXXXXXXXXXXXXX - ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS SHEET 4A ------- AS -BUILT GRADING &UTILITY PLAN OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 ENTRANCE CORRIDOR OVERLAY DISTR/CT SHEET 5A ------- AS -BUILT LANDSCAPE PLAN, NOTES & DETAILS STEEP SLOPES (MANAGED) OVERLAY DISTR/CT USE:° 12 SINGLE FAMILY ATTACHED UNITS ''`1'�IC'� ��t�����s<iEiF��� XXXXXXXXXXXXXXX _ J cmcm BUILDING HEIGHT.• 3-sTORY SHEET 7A ------- AS -BUILT ROAD PROFILES sETBACKs: FRONT SIDE AND REAR: o' _SHEET 8A ------- AS -BUILT STORM SEWER &ROAD PROFILES FRONT 25 ° MAX/MUM �XXXXXXXX _ PROJECT AREA: 1. 12 ACRES AREA SUMMAR/ES: TOTAL - 1. 12 ACRES � - ' SHEET 10 NPI AL SECTIONS NOTES DETAILS LOTS - 0.50 ACRES � � i f E \\',;'�>% ,\ ,� w��,�- :\ � ,� 1 , PRIVATE ROW - 0.29 ACREs � � �; SHEET 11 --------- CONSTRUC ON NOTES &DETAILS r f TI PUBLIC ROW - 0.33 ACRES \ � r `� \ _ ,> //I �^y�wY� D�:��►�d'.ZXXXXXXXXX LOT AREAS: LOT 1 1,872 SF LOT 7 2,402 SF � I LOT 2 1,396 SF LOT 8 1,419 SF -- � � _ \ _ .'� \ '' \ � } "f' E _r -,..I / .� ,\\ \ \ / \ ,,- }� N �H�f 1�. 1/ iMX/ \X��k�f� S Mi -Y \XXXXX LOT 3 1,821 SF LOT 9 1,827 SF � \�" �� � ,,< \ /� _ 27 / 1 r, - LOT 4 1,848 SF LOT 10 1,8 SF _-.- \ - , �� , , 9 ,\ �, _ \ t 7 - ti f .l �. � LOT 5 1,454 SF LOT 11 1,417 SF % - 1� �z I 111- 1� /1- I '­ I 1- �_'lll 1- � ,,, " I ��� , I' ', ;,. �! � /\ �'XXXXXX / LOT 6 2, 106 SF LOT 12 2 358 SF ; _ � � ;' iC N T � L „ ` lT ACRE < ;- y, ;,.F Op. sfp S t /, GROSS RESIDENTIAL DENSITY. 10.8 UN � `' G � j . Rov t j d3 I ; P ASE W LL BE SE ABATED INTO PHASE A AND PHAS ,I' - # f ,� PHASE A AND PHASE B WILL BE BONDED SEPARATELY. MAGISTERIAL DISTRICT.° WHITE HALL MAGISTER/AL DISTR/CT ` ­` t ,° �; ' � ' � { te� 691 i , MANDATORY INSPECTIONS AT THE FOLLOWING ,f ," ` t. r�" r j STORMWATER MANAGEMENT• THE PROJECT SITE DRAINS TO SWM FACIL/TY L- 1AS DEFINED BY THE OVERALL `, `. `t _ � ;" " -; = ag, ff, _' � _ `` f , .�_ �� AS�ES ARE REQUIRED FOR ROADS THAT ARE STORMWATER MASTER PLAN (WP020160009), APPROVED 4/25/2016 `� .' `�� `';, \ `l ;a 1 � E � " � t, " ` -- ,r ° LICK/NGHOLE CREEK '` ` � r -, , ( - \ � D RSHED. WATE `ti E ' \t,�'' � �y! ;' � 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. a � -... "¢ \\� , c \ # ..........E TOPOGRAPHY.• LOUISA AER/AL SURVEYS, AUGUST 2012 ,'� �F-'' � ? ``°.,, ' " �'�., `;� ,,� , , , ` \,< $_ � ;��� < ,,�� �,� A 4 � 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY FROM JUNE 2015, AUGUST "`1. 11 ' � ' �A ``y ���\�` � "� i BEING (COVERED. 2015 AND NOVEMBER 2016. ,; rr � _ _ _ .,� \ , \ \. � � � _ __. `` \ 3 � :rr :�� ;_ <��, ; ; \\ , � t ONSTRUCT ON OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE r t " '. '/ �. ` � � � � PLACEMIENTI OF ROADBED BASE MATERIALS. Cab ..... _,- " 't 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, BENCHMARK: TOP OF EXISTING STORM SEWER INLET #219 AT 682.30 � °' � D `' C),_ �,'.., I 11 ,, 6 ' 11 '11 I t, �:: , ` 11 ,, \, r � ,' \ SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACE . �`-'" ��� = � � "` / :%��T ,, � '° 5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE DATUM: VERTICAL - NAVD 88, HORIZONTAL -NAD 83 _ " \``�'� ` t , , \' ,' ". ,y _ SES, t ; FLOODPLAIN: THIS PROJECT lS LOCATED W/THIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE �_ � "�� \% � �`�:\ - FOLLOWIED BYVF ELDTDDENSITY AND( MO STORE TESTS AND THE PLACEMENT OF A PAVING MAP. COMMON/TY PANEL NUMBER 5100030 0237 D. EFFECTIVE DATE: FEBRUARY- 4. � """` � ` '. r CONSTRUCTION OF "' ',_ _ �_ COORS AS SOON AS POSSIfjLE. 2005. 6• N INCLUDING DEPTH D DENS( UPON COMPLETION AS PART _ _ 1 ME IT # BLOCK 7 ��� _ } . 1r PARK/NG REQUIRED: TWO (2) .PARKING SPACES FOR EVERY UNIT PLUS OPv'E (1) .GUEST SPACE FOR FOUR ` ' = " \�/;' ' � 7. TOHETGONTRACTOR PSCREOSPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIO11 R - 1 - � E TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. ' PH e 1 i (4) UNITS ,I 1 � i 8. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL (12 * 2) + (12/4) = 27 PARK/NG SPACES \�' 11 " `� f N OF VDOT OR MAY LEAD TO THE ROADS NOT ' `�, �' ___ ;:`;r `'' TESTING OF THE ROADS AT THE DISCRETIO , ! ______._ LIGIBLE r ,' - f: E � , `, f �" , ,\ BEING IE FOR STATE MAINTENANCE. PARK/NG PROVIDED: 48 SPACES (TWO GARAGE SPACES �- TWO D,RIVEWA;' SPACES) - � 11, ­ ` i t \\ I PROPOSED IMPERVIOUS AREA: 39, 864 SF ,; f ,; i } ..., , ,` "` - � � O� \ , - { E Go � _ PROPOSED TURF AREA: 8, 712 SF ' \� °,\ ' ,> r ` ' \ ,r"' ; . _..- _ '` '. %' _ EXIST( G NTE ME ATE CONTOUR ^� _ / , , 1� " 0 - 11 k 11 2 - ._ _,__-_ 0 F LANDSCAPING: SEE LANDSCAP/NG PLAN FOR PLANT/NGS, SCHEDULE AND SPECIFICATIONS, NOTES AND � ` '� - � _, ,_, ,,, _, � .." _,,,_,_ _ _" __ _ _ ` EXISTING WATERLINE /TEE ' � '' ��. ,'`' � ` � ` . EXISTING INDEX C(DNTOUR p __..... L,; N I R DI DETAILS - E W Z `, lil / # � PROPOSED CONTOUR 20 PROPOSED WATERLINE W/ TEE W t- L/CHT/NG: i. ALL PROPOSED L/CHT/NG WILL NOT EXCEED 3,000 LUMENS. � � E � � 1` 2. EACH OUTDOOR LUMINAR/ES EQUIPPED W/TIH A LAMP THAT EM/TS 3,000 OR MORE -I "-, t } �'t �` .. ' �� ? p.. �'t EXISTING EDGE OF PAVEMENT - Ex' EP -- - EXISTING FIRE HYDRANT �- ON/T/AL LUMENS SHALL BEA FULL CUTOFF LUMINAR/ES AND SHALL BE ARRANGED -"CG 11 ..'­�'""""'�­ \11 ... , __' I '­­­ .... , I - : " I ' � I.. < ` OR SH/ELDED TO REFLECT LIGHT AWAY FROM ADJOIN/NG RES/DENTIAL DISTRICTS �' 3''�, ` ; � �y'; PROPOSED EDGE (OF PAVEMENT EP PROPOSED FIRE HYDRANT AND FROM ADJACENT ROADS. ` `` �„ ` �' �' S0 �.� ._. ._._ _.. EXISTING WATER VALVE .... ,.. � �- , ND GUTTER E ARRANGED OR SH/ELDED TO REFLECT LIGHT ; \ , , _. ;- -: ';, ,, _�_`, `'_ '�. :� to Z z EXISTING C - 3. ALL OUTDOOR LIGHTING SHALL B D URB A _ _=_EX C&G " `: '; © = R - PROPOSED CURB .AND GUTTER - PROPOSED WATER VALVE --® W AWAY FROM ADJO/N/NG RES/DENT/AL DISTRICTS AND AWAY FROM ADJACENT ROADS. � ` � � ` � - o ' ,": ' - -TO PROPOSED O ,' \� _ ;' �....- SITION FROM CG 6 ROLL P METER i�, L � , NO EVIDENCE OFA BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL A �1. � � ;,"' � � -.--- _ ,. TRAN ..` , � RCP _ � WATER. , � ..� �-'­""'.­ I I : _'_ ,' 11.1 \, ,t - `� � f �.,'I, t ��� EXISTING STORM SEWER E S REDUCE U FER S WERE FOUND ON THIS PORTION OF PARCEL A. � _ _'` Ex � 5 NO STREAM B F "' _._ , ;. ,. � .: k � # ;} �' 15� ....PCP () f � f PROPOSED REDUCER � W . t _. ); t PROPOSED STOR SEWER , .,... �, i t c tt ; i THIS SITE lS NOT LOCATED W/TH/N AN AGRICULTURAL -FORESTAL D/STRICT. j � _.__ _. � ) HANDICAP RAMP (CG -12 _ EXISTING SANITARY SEWER "__ �' DENOTES LO ATION OF STD. VDOT �' TH/S SITE lS LOCATED WITH/N THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OFA PUBLIC WATER SUPPLY CG -12 AND�OR JURISDICTIONAL RESERVOIR. VICINITY MAP PROPOSED SANITARY SEWER -- • -- STANDARD I MP CONSTRUCTION PROPERTY LINE PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES SCALE: 1 "=1 OOO FEET EASEMENT LINE - - _.- BENCHMARK CENTERLINE - - .CRITICAL SLOPE GENERAL CONSTRUCTION NOTES FOR STREETS LIMITS OF CLEARING AND/OR GRADING �"" �,, �,�,�,I > �e 0() a �- 1wm co 11 - SLOPES TO 8E SEEDED, MULCHED &TACKED 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR EXISTING SPOT ELEVATION +12.0 MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF PROPOSED SPOT ELEVATION VEHICLES PER DAY COUNT i ,2"4 VP[) +12.0 CONSTRUCTION. LIMITS OF DEMOLITION �CXXXXXXX - PROPOSED STREET NAME SIGN �- 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 IFA GENERAL CONSTRUCTION NOTES EXISTING FLOODPLAIN EXISTING SIGN ---� --- SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN STREAM BUFFER �"" « z "" ,, PROPOSED SIGN �- ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL. 1, PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE 'PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM. THE VIRGINIA EXISTING TREE DRIP LINE -� ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY SANITARY MANHOLE IDENTIFIER WATERCOURSE. REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE EXISTING TREE EX. 15' OA.�<. STORM DRAIN STRUCTURE IDENTIFIER 1� 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND ./APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF HOURS IN ADVANCE OF THE START OF CONSTRUCTION. THE COUNTY ENGINEER, FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY 2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS ANG STANDARDS OF VDOT UNLESS OTHERWISE NOTED, CBR's SHALL BE SUBMITTED TO SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. VDOT FOR REVIEW 8c APPROVAL. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH OR C). THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY APPROVALS 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD CLEARING, GRADING OR OTHER CONSTRUCTION. PE -1. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. tiTx of DEPARTMENT OF COMMUNITY DEVELOPMENT DATE 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY ��A Dl SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. o� 'Q� PLANNING/ZONING 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE THEN APPROVAL OAF THESE PLANS SHALL BE NULL AND VOID. o �� ''�� �':� f� ENGINEERING _ PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO �, ,y / �, 9. ALL SIGNS OR OTHER .REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES STABILIZE A DRAINAGE CHANNEL. / f � -'� INSPECTIONS AND THE ALBEMARLE COUNTY ROAD . NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC WILLIAM J.�LEDBETTER 10° TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION CONTROL DEVICES. Lic. No. OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE 1507-B ARCHITECTUAL REVIEW BOARD 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 PIPE -CLASS III. HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL 444* "2',/7/ �t ; tom VDOT FOR PUBLIC ROADS. CONFORM TO AASHTO M294, d suxv� DEPARTMENT OF FIRE RESCUE 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL g. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY SERVICE AUTHORITY 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 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. WA. DEPARTMENT OF TRANSPORTATION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 11. CONTRACTOR TO CONTACT MISS UTILITY TO MARK UNDERGROUND UTILITY LOCATIONS PRIOR 14° INSPECTION 8c TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE TO ANY DIGGING OR EARTH MOVING ACTIVITIES. DIAL 811 IN VIRGINIA OR 1-800-552-7001, V a w W o U WN Hg z��Q I—� CL a z 0 r a:w >o � 00 L4z �✓1 ow W .,z °� icy �Lo W2 OU ^� 0 W o cc r V N t/1 a Lu o Q �rn �W Z a uj REVISIONS 8/7/17 COUNTY/ACSA COMMENTS 9/25/17 COUNTY/ACSA COMMENTS 10/19/17 COUNTY COMMENTS 11/20/17 ADJUSTMENT OF LATERALS FOR FLIT. LOTS ON GREENWELL LANE 12/07/18 ROAD & UTILITY AS-BUILTS DATE JUNE 5,2017 --- SCALE 1"=30' CONTOUR INTERVAL 2 FEET --------------------------- FILE NUMBER 8053 SHEET L_4A Z W _rZ� JWg .Ua z z 06_ �J> —> r — z U 1� 06 CC Q Lu 00< Q �- J 00 0 � J 0 Cn Gn d FILE NUMBER 8053 SHEET L_4A r STREET TREE REQUIREMENTS, NOTES & DETAILS 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. PLANT LIST QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER SPACING SPECS. 12 Ap, Acer rubrum "October Glory" OCTOBER GLORY RED MAPLE 1.5" MIN, AS—SHOWN B & B' DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY WIRE GALVANIZED GUY WIRE ... �Y LC , z C u ( I I E I Z U LLJ 4L %gD 0to 2 U� j QW -ca, cc UJ >0 U. Q Qcc OU �z J J z Z�,�— O(0 w 'Q nQ oW _ 0o _ _.. ._ .0< to 0 y � Ln J Q. Lu O V N OZ � M�c W SHREDDED HARDWOOD AR 29 , w - 3„ D MULCH MIN EPTH I �AI,TH of pi 0#111 WI:9►00x STAKES 120` it /—RUBBER HOSE 2"X2" HARDWOOD STAKES WRAPPING DG m I ff 01 -u rx w; REMOVE BURLAP FROM TOP 1/3 OF BALL /EARTH BERM \/'n ARO ND TREE it F � E } 7 -AR z C W I I E I Z U LLJ I �AI,TH of pi 0#111 WI:9►00x STAKES 120` it /—RUBBER HOSE 2"X2" HARDWOOD STAKES WRAPPING DG m I ff 01 -u rx w; REMOVE BURLAP FROM TOP 1/3 OF BALL /EARTH BERM \/'n ARO ND TREE it F � E } 7 -AR REVISIONS 817/17 COUNTY/ACSA COMMENTS 9/25/17 COUNTY/ACSA COMMENTS 10/19/17 COUNTY COMMENTS DATE JUNE 5, 2017 SCALE 1"=30' CONTOUR INTERVAL N/A z C W Wg Z U LLJ 4L %gD 0to 2 U� j QW -ca, cc UJ >0 U. Q Qcc OU �z J J z Z�,�— O(0 w 'Q nQ oW vcNLOc�, 0o W, O .0< to 0 y � Ln J Q. Lu O V N OZ � M�c W Q 29 w O Z a 0 W W REVISIONS 817/17 COUNTY/ACSA COMMENTS 9/25/17 COUNTY/ACSA COMMENTS 10/19/17 COUNTY COMMENTS DATE JUNE 5, 2017 SCALE 1"=30' CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 5A of 14 z W Wg Z (� LLJ a.(� CL j z z 0 Q i - j z Z�,�— 0 J �- 0o m a .0< 0 0 m � � J 0) 0 'Q FILE NUMBER 8053 SHEET 5A of 14 STORM SEWER 71 'PHASE A f AM uu "i W) 00 00 C I 30 00 0 D (AD POO 00 Oto JD F t. 77 "1 . . ........ ........ . ...... .. A R EE cl) g, 0j in .... ... ... - .......... ............. ............... 0 6 co 'ASB C/L ROAD cm co CL 0 cc DESIGN C/1-11 ROAD w A O Z cc 4j W 00 ................... . ...... - . ... . w UQ q ................................. 5; j LED, ............ ................. j > cm W0 ....... . ... LL 0-3 z 5 W 4. U, C4 C6 rc ric " to 2 1-9 z 09 z 06 I J I It < 2 1 0 p 00 F— 0 CL co J % 0 0 i........................................................... .... . ..... ........................ v ................................ . ....................... ........ .... .......... �hi ci L� U A R EE "b9k cl) g, 0j in 0 6 co cm co CL 0 cc 1=3 w A O Z cc 4j W 00 az Q Qj "b9k REVISIONS 817/17 COUNTYIACSA COMMENTS 9/25/17 COUNTYIACSA COMMENTS 10/19/17 i hl; -c COUNTY COMMENTS 12/07/18 ROAD & UTILITY AS-BUILTS SCALE 1 "=25' (HORIZONTAL) 25 0 25 100 SCALE IN FEET SCALE I"=5' (VERTICAL) 5 2.5 0 SCALE IN FEET op ���,LTx WILLIAM J. LEDBETTER Lic. No. 1507—B 2-OUR R- 0 JJ DATE JUNE 5, 2017 SCALE HORZ: 1 11 = 251 VERT, 1" = 6 CONTOUR INTERVAL--*"' N/A ------------------------------ cl) g, uj 0 cm co CL 0 cc 1=3 w 0 air O Z cc 4j W 00 az Q Qj w UQ q 5; j LED, LL. j > cm W0 uwj LL 0-3 z 5 W 4. U, C4 C6 rc ric " to 2 1-9 z 09 z 06 Lu It < 2 1 0 Lu O 00 F— 0 CL co J % 0 REVISIONS 817/17 COUNTYIACSA COMMENTS 9/25/17 COUNTYIACSA COMMENTS 10/19/17 i hl; -c COUNTY COMMENTS 12/07/18 ROAD & UTILITY AS-BUILTS SCALE 1 "=25' (HORIZONTAL) 25 0 25 100 SCALE IN FEET SCALE I"=5' (VERTICAL) 5 2.5 0 SCALE IN FEET op ���,LTx WILLIAM J. LEDBETTER Lic. No. 1507—B 2-OUR R- 0 JJ DATE JUNE 5, 2017 SCALE HORZ: 1 11 = 251 VERT, 1" = 6 CONTOUR INTERVAL--*"' N/A ------------------------------ FILE NUMBER-' 8053 SHEET 8A of 14 cl) uj 0 cc w CL Z W 0 oc Qj cz T 5; J= LL. j > W0 j z 5 W w j cf) 06 cr It < 0 2 w 00 F— 0 co J F— .j 0 0 cl) FILE NUMBER-' 8053 SHEET 8A of 14 CA cri -1 ar�,rH ;�lF �jm 1' ',"= S r � t Saz. H)Y T 7�1 e L . a WIDTHFIN t..T�AZIx., p, OR ° `Aty2 r _r�>: 1 ,, CP i j Ht i m .d a sws t +W�11 ;, , d aN C p, (a[ ��iT:i a rRl,.k.. E` jOt : ,£ I u I CK. mL1dt;)uLtrr P O�S�� ACCESS ROUT DE T WITH F WI'ff-1OAVD RAC n r'w¢d'f -1?4kll Is N} rlt F If 3!14F L J. W tS OF PERE i)?I04 k €S5 R:" TE )"TV$30 r•'rt^:p:_. yam. rs" •`tea C.X:..9.N ..A �rkc� vQv irw•?bT ts£:,e•aT r i,..c* g.� t 13 - i & h E f Trl�%, C WILT �K m !r iw P.� El }dutdd`n8,?I;8 j;�;' �{ T L k. rY?,�1 im, I rdL.u` bi �o" LIQ" d _ „s gra 45 ' k xB-.a ¢'$ Y` ., •s F [tlt3 TI@i`tiC f'�s'N €�Q �'� tx� eEs I`e1t{�fE�,£ Afi$D I.@.,n a A'$ ' �:.�°i1*}x`'w F A £ t s R'b'0z 3 a 4ACI�rN7 Pr, 4! AVFMABP • `'� -, ,,, ...,, 10 Fh7"V °)F CQR8,MihIMILFK 4 C r( ': }+E f $ d OFa SECTION,` TIiF-E. AF PLAht SParl Aa' d s!t k d r`'s j a 4^a%E., ; I t dp A inwim 4" 'i s21 xK ani: E *41H IS REr�E <T3 cA.r r SLOPE fAPrn I4 _pFi dd .,r 3 9 WITI1, o 1_ ; a 7 k s � �_t ii e "tt•!.e.Sn s .�: 'y � 3's � - 'k 4p A"ss iVI t € e . 3�L A,d d T t i� `y:-s«ki MAICH y R") W E� E'J'. a , .- 'v- $". mF _ T . l 8 x jr 9 w, r �4 l 9 fn ,rr4 _ s sa � ?,: aXr3-: -" 3 `a a r � m. .ua . ,-�,a. "_..•A.. 'l Ne.n �' •z e a a'.." A3 Al A r -'r-C, 218 z x.� Ear- >: , ,�.c r .� er � Cr3��.mL Ltli - r �: 49�P {^ f �y. RTC t •..p , y::GB ': " s _ X x `t 7r143T# 8t I,1. 4 E IN ! s= fr t RM"t F €"1i Rvi SECTION C -C A AV QM GFI7' �X09 5ltC -K- m'- ;,l-jFR&"' SECT10N - �'aT'C T Ir A%Tkd �I�i STAWARD ENTRANCE GUTTER "4 r£gdd tee§„� yr t �a .I GM, 1, CLASS A3 a• .o• o (H.E.S.) .• p o. _ CONCRETE "\ ' °, ' c,•�o--^ `- SECTION C -C ENTRANCE VOLUME GRADE CHANGE "D" CG -it HIGH MORE THAN 1500 VPD NOTE: WHEN A PEDESTRIAN ACCESS ROUTE 3 % MEDIUM 500-1500 VPD CROSSES A COMERCIAL ENTRANCE 6 % LOW LESS THAN 500 VPD ry THE CROSS SLOPE SHALL BE 2X FOR 8 DB5024 PG429 435 WIDTH FEET, � I AWDHQF 5 E I I z A )KXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS ( CC AS MAINLINE ROADWAY (SEE NOTE 3) 1A SHOWN ON PLANS) cn E 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 _ _ (RADIUS TO BE AS -j OR CG -7, THE CURB FACE ON THIS STANDARD IS TO _ _ - - SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB 17.5 CG -2 OR CG -6 CONFIGURATION. 6 _ _ (SEE NOTE 1) - - 7 0 I 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN 7p BE _ b 0 SIDEWALK USED WITH THIS STANDARD. mixed use 28,731 14,500 (SIDEWALK (SEE - 19 NOTE 5) ! OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE v _ FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION Y - = - - - - I --- - REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION Q EXPANSION OMITTED IN THE ENTRANCE.) JOINT ( JOINT mixed use 46,029 0 4. RADIAL CURB OR COMBINATION CURB AND GUTTER _ 0 SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOT E; WIDTH "B" 2'-O'OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A 0 q PLAN VIEW ENTRANCE NOTES 0% 0 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE 6.8 mixed use TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 0 0 0 MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 0 IO' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE N.T.S. 0 INCREASED TO 7". (SEE CG -13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINEGRADE 8 % MAX. D CHANGE ® _ - - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW 0 (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - -- - - - - - - -- NOTE 7) THE ENTRANCE. 2 8% MAX. ® - D _ 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES (0) GRADE CHANGE- '- "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE mixed use D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 0 10 CONNECTIONS. 5' MIN. 20' MINIMUM FOR 11.7 28 COMMERCIAL ENTRANCE INTERSECTION NOTES 8 q 8. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH 7 1.1 AASHTO POLICY AND THE APPLICABLE REQUIREMENTS 0 SECTION A - A OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING 12 0 SIGHT DISTANCE AND K VALUE REQUIREMENTS. 12 10.7 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 0% 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 0 2" B ACROSS THE INTERSECTION - 0% (2) ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 a• .o• o (H.E.S.) .• p o. _ CONCRETE "\ ' °, ' c,•�o--^ `- SECTION C -C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0% 3 % MEDIUM 500-1500 VPD _< 3 % 6 % LOW LESS THAN 500 VPD _<6% 8 NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDO (' 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 07715 203.04 R/W ROLLTOP CURB 3= 1 1/4": 1' 3 . 1 --� 3" VDOI 21A STONE BASE 2° 1' 2' FACE OF CURB 30' PRIVATE R/W .E 1/4°. : i° BASE 2.5" BM -25 i0' I SURFACE ROLLTOP 1.5" SM -9.5 CURB 1/4" : I' a. SUBBASE 6" AGGREGATE (21A) i0' 1/4": 1' 3 ...E- 3°° VDOT 21A STONE BASE 2° 1, 1' 2' FACE OF CURB TYPICAL SECTION FENNEL ROAD PRIVATE STREET (25 MPH DESIGN SPEED) N.T.S. 5' or 8' 4" 3000 PSI CONCRETE _ ��':•�aY • •- • ��A' �" - ��• I I1=1 I III -II I _ flhI I i I_I all - _ 4" VDOT 21A - STONE BASE TYPICAL SIDEWALK SECTION N.T.S. 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 DOLL -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. J yC v _ u - 711ry - r _ W y s. „ --_ I - _ -- OLD TRAIL DRIVE - -=- VAR. WIDTH PUBLIC R -O -W Z=::7 DB 2886 PC 134 n -. I T" r \ i y 1` l 1ti / it 7i r l l 1 \ 1 $ ✓f t » f' > - _.___ _ .- ,' � ) ISI ��.,�::•::::::. ,r t I l� E Et ...................... ,t �� gg 1 ry 2 , w " Z o jt •3• N Elv t - O v" JJ3 i I 3 Q N ..S• z CJl r}: Q� crn� .... M .. . .......1 ..... N�V� . Iw a -42A y � �V•�l-` NC,�nI �O v I f 300 ?:;t.`; : No 4 m � o r 0 x Sr -2118 0 -- 5 GPATE W4.o5 ::::•: .` w O c� `r.. TOP -M4.57 �. 21 A N I i� M�67823 :ORM;.:::.. �;�; ::;':::: A%-678.13 ,� AN 10 9 g 7 s :: RE '.. ... ESM/ DB5024 PG429-435 "' ._ J! �._. 2p,;,� v/tv sr°Iav aarl ._._ _._ ._ ._ _... tGM47E-687.30 :. ,a0'o/ / 065024 P0429-435 68Q72_- 1 : d aw x.. Co nuc 's�✓ , a .... � o� Q 11-677.45(21 IA) £X.SF-203 u -X68047(201 D ) 6-eaGs1(2o 1h6T7D3(2/3) ORION LANE /D_68D, ) 9680.61 205 _. ENCHMARK :� O" PURL/C ROW TOP STM. INLET - DB 4,'04 PG 389 l AREA (AC) GIS LANE RETAIL AREA (SQ. FT.) S. F. DETACHED UNITS �• � 24 PRIi/ATE ROW ° '~\ DB5024 PG429 435 S. F. .TOWN CONDO / ATTACHE HOUSE APARTMENT TOTAL UNITS D UNITS UNITS UNITS MARKET RATE UNITS AFFORDABLE UNITS 8" GROSS TOTAL RESIDENTIA TOTAL # % OF TOTAL REQUIRED FOR FOR RENT ACCESSOR TOTAL % OF L DENSITY MARKET RATE UNITS AFFORDABL SALE APARTMENT Y NUMBER TOTAL (DU/AC) UNITS E 5; OF UNITS UNITS BANKED UNITS DEVELOPMENT CHART BLOCK AREA (AC) BLOCK NON-RESIDENTIAL CLASSIFIC AREA (SQ. FT.) ATION RETAIL AREA (SQ. FT.) S. F. DETACHED UNITS RESIDENTIAL UNITS (1) S. F. .TOWN CONDO / ATTACHE HOUSE APARTMENT TOTAL UNITS D UNITS UNITS UNITS MARKET RATE UNITS AFFORDABLE UNITS 8" GROSS TOTAL RESIDENTIA TOTAL # % OF TOTAL REQUIRED FOR FOR RENT ACCESSOR TOTAL % OF L DENSITY MARKET RATE UNITS AFFORDABL SALE APARTMENT Y NUMBER TOTAL (DU/AC) UNITS E 5; OF UNITS UNITS BANKED UNITS 1A 2.17 mixed use 24,231 10,855 0 0 0 38 38 17.5 31 82% 6 0 7 0 7 1$% 1 18 & 3C 3.70 mixed use 28,731 14,500 0 0 19 33 52 14.1 39 75% 8 0 13 0 13 25% 5 2 4.9 mixed use 46,029 0 0 0 0 0 0 0.0 0 0% 0 0 q 0 0 0% 0 3A 3B 3D 6.8 mixed use 2,500 0 0 0 0 0 0 0 3 0 0 0 0 N.T.S. 0 0% 0 0 Q 0 0 0% 0 0 25 0 25 4.1 19 76% 4 6 0 0 6 24% 2 0 0 0 3 3 100% 0 0 q 0 0 0% (0) 4 3.1 mixed use 4,500 4,500 0 10 18 8 36 11.7 28 78% 5 8 q 0 8 22% 3 7 1.1 mixed use 0 O 0 12 0 0 12 10.7 12 0% 2 0 0 0 0 0% (2) 12/15/31A 5.1 SF 0 0 30 7 12 9 58 11.4 43 74% 9 6 0 9 15 26% 6 10 3.4 N/A 0 0 0 0 25 , 0 25 7.4 21 84% 4 0 q 4 4 16% O 11 2.7 mixed use 2,000 0 4 16 12 0 32 11.7 27 84% 5 5 q 0 5 16% 0 13 3.7 mixed use 3,000 0 29 0 0 0 29 7.9 29 100% 4 0 0 0 0 0% (4) 14 4.4 SF 0 0 20 0 0 0 20 4.5 20 100% 3 0 0 0 0 0% (3) 16 6.5 N/A 0 0 25 7 0 0 32 4.9 27 84% 5 0 0 5 5 16% 0 17/18 6.2 N/A 0 0 6 28 0 0 34 5.5 29 85% 5 0 0 5 5 15% (0) 20/21 5.4 N/A 360 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0 0% 0 22 12.0 SF 0 0 29 17 0 46 3.8 46 0% 7 0 0 0 0 0% (7) 23 3.4 multi family 0 0 0 13 0 0 13 3.8 13 100% 2 0 0 0 0 0% (2) 27 3.1 SF 0 0 9 0 16 8 33 10.6 25 76% 5 0 0 8 8 24% 3 28/296/35A 7.9 SF 0 0 32 0 0 0 32 4.1 32 100% 5 0 0 0 0 0% (5) 29A 1.7 SF 0 0 6 0 0 0 6 3.5 6 100% 1 0 q 0 0 0% (1) 35 1.9 SF 0 0 7 0 0 0 7 3.7 7 100% 1 0 q 0 0 0% (1) TOTAL 74.6 1111, 351 - 58,029 29,855 1751 122 144 96 533 7.1 457 86% 80 25 20 31 76 14% -4 24' PRIVATE R/W-w 1/4 / 114" : x" R/W SURFACE R/W ROLLTOP � 1.5" SM -9.5 ROLLTOP CURB CURB BASE 2.5" BM -25 1° 2° 8° FACE OF CURB 6" AGGREGATE (21A) 8' 2' FACE OF CURB TYPICAL SECTION GREENWELL LANE &OLDHAM DRIVE PRIVATE ALLEYS (25 MPH DESIGN SPEED) N: T. S. °1 \, •1 3• OF IUIAL AFFORDABLE UNITS 32.9% 26.3% 40.8% NET BANKED -4 UNITS AVAILABLE VARIABLE WIDTH PUBLIC R -O -W R/W I POINT OF 4'° 3000 PSI FINISHED VDOT ST°D GRADE VDOT ST'D CONCRETE CG -6 1.5°° SM -'9.5 CG -6 4"3000 PSI 4" VDOT 21A . '' "• 4" VDOT 21A STONE BASE _ 8" 216 BASE STONE BASE 6" VDOT 21A 4" UD -4 4" BM -25 4" UD -4 6" VDOT 21A STONE BASE SUB -BASE UNDERDRAIN UNDERDRAIN STONE BASE 1' 5' 6' 2' 6' 10' 10' 2' 6' 5' 1' CONCRETE PLANTING PARKING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' LANES 0.5' STRIP SIDEWALK 30.5' 24.5' *SEE SIGNAGE FOR DESIGNATED PARKING LANE TYPICAL SECTION OIRION LANE STA. 7+00 TO 10+00 il ROAD NAME STATION DESIGN VPD PAVEMENT PAVEMENT THICKNESS FUNCTIONAL SPEED WIDTH (A) SM -9.5 BM -25.0 21B CLASSIFICATION ORION LANE 7+00 - 10+00 25 mph 1,750 26' 1-1/2" 4" 8" LOCAL W W Q r� rI� I.LJ Z V n. W (25 MPH( DESIGN SPEED) N.T.S. ROAD CLASSIFICATION SCHEDULE �tiTx of vr'�' WILLIAM J. LEDBETTER Lic. No. 1507-B " �„ lgND 2-07-18 't o4� 4" 8" LOCAL �tiTx of vr'�' WILLIAM J. LEDBETTER Lic. No. 1507-B " �„ lgND 2-07-18 't o4� REVISIONS 8/7/17 COUNTY/ACSA COMMENTS 9/25/17 COUNTY/ACSA COMMENTS 10/19/17 COUNTY COMMENTS 12/07/18 ROAD &UTILITY AS-BUILTS DATE JUNE 5, 2017 SCALE AS SHOWN CONTOUR INTERVAL N/A J_ W � W 0Lu a. z 6r Z Wg 01 > za..J> � Jo U AA�� It �o , W (r i �o Q ''W V, O J m� O U a. W W Q r� rI� I.LJ Z V n. W REVISIONS 8/7/17 COUNTY/ACSA COMMENTS 9/25/17 COUNTY/ACSA COMMENTS 10/19/17 COUNTY COMMENTS 12/07/18 ROAD &UTILITY AS-BUILTS DATE JUNE 5, 2017 SCALE AS SHOWN CONTOUR INTERVAL N/A J_ W � W 0Lu a. z 6r Z Wg 01 > za..J> � Jo U AA�� It �o , W (r i �o Q ''W V, O J m� O U a. FILE NUMBER 8053 SHEET 10 of 14 FILE NUMBER 8053 SHEET 10 of 14 VER SECTION & DETAIL cc ROADWAY v BRICK PAVERS 6" SAND LAYER 4" PERFORATED UN ERORAIN, TI TO INLETS GENERAL PB -1 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE ,. D OUTSIDE DIAMETER of PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X • WIDTH OF CLASS 1 BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X = 12" WHERE d 1S LESS THAN 36". X 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI -13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1 S1 - OUTSIDE SPAN DIMENSION OF PIPE. 2 S2 - INSIDE SPAN DIMENSION OF PIPE. 3. R OUTSIDE RISE DIMENSION OF PIPE. - IDT OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE 4. X W X H 12" WHERE S2 IS LESS THAN 36". PIPE. X - 18" WHERE S IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMA. EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S - SPAN DIMENSION OF PIPE. 2. R - RISE DIMENSION OF PIPE. 3. B - SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIA. 4. x - WIDTH OF CLASS I BACKFILL MATERIA. BEYOND THE EXTREMITY OF THE PIPE. x - 12 WHERE S2 IS LESS THAN 36". X - 18 WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMA. EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED 1N LIEU OF CLASS I BACKFILL MATERIA. FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS, SPECIFICATION INSTALLATION OF PIPE CULVERTS & STORM SEWERS �� REFERENCE GENERAL NOTES ROAD AND BRIDGE STANDARD; 302 REVISION DATE SHEET , Of uo VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 CG -12 A r 5: MIN ........ .,... m #5 DOWELS, 8" LONG PERMISSIBLE AT 12" C CCONSTRUCTION 12:7 MAX. 5' MI1N. JOINT 4'MN 12:1 MAX 7a z 5i 8 12:1 MAX ;n N WITH BUFFER STRI RAMP (SEE TABLE) A BACK OF CURB 20:1 �. RAMP SEE TABLE) --TRUNCATED DOMES SEE SHEET IOF 5 FOR DETAILS 5'-O" MIN TO MATCH FACE - ADWAY CURB :I MAX. _. 2'111 - SECTION A -A PERMISSIBLE CONSTRUCTION a JOINT vii -- R L o SECTION B -B BACK OF CURB j 20:1 5' MIN Ila 2' MIN. CROSSWALK M° A 4'SQUARE LANDING AREA NOTES: FOR GENERAL NOTES ON THE D_TECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. CROSSWALK a�f S, OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULARCROSSWALK WITHIN TME MARKED CROSSWALK AREA, THE REQUIRED LENGTH OF A PARALLEL RAMP PS -1 NO PROJECTION OF PIPE ABOVE GROUND LINE ods IS -1 IS LIMITED TO 15 FEET, REGARDLESS OF THE ci nuc AT INTERSECTION 6 9 TOP OF FILL TOP OF FILL TOP OF FILL 10 15 6 1 14 15 DOME A -- GROUND LINE _ -_ -__ __-- GROUND LINE x -- --= - AS -GUILTS FOR DETAILS W -- GROUNO LINE m -- - - 010110 4`0" Min. r 12:1 MAX. - - r III -I i-1 %'~rrrr ~rrrr I I 1=1 1I !- _ - - r, rrrrrrr " I -I I --I I 1=1 ~rrrr ~rrrr, -III-I 1=I ! 1- ^ ' =1 W 11.=1 rrr err, , I = EARTH -' IPI ROCK OR r f + ! it �= EAR7 Q. z Q n= rr d rrr _I I + I iI rrr d UNYIELDING l l i'_ d o VJ QLU � Q p N _ N SOIL (= t O y d 0 < - 0 W i BEDDi G r� V � W 0 O 1 MATER AL �. LO UN J tI11= 1=1l1=11I-1! 4 MIN. 1/10 D 1 1/10 D - MIN. )/10 D�- V Z CL X D X BEDDING X D X BEDDING MATERIAL MATERIAL X 0 X �MIN.8ERMAXOF24" ^ FOUNDATION SOFT, YIELDING, OR ' NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x p MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x 0 MIN. 1.5 x D �!• TOP OF FILL TOP OF FILL TOP OF FILL .. PPE DIIAMETERS W DIFFERENT SIZES - rrrrrrr rrrrrrr . = :•::•:•}::: :•::•: ::: rr, rrrr ~~rrrr •:::::•::�: _ rr,� rrrr rrr = rrr, r,"r rrr -- r r, rr,-r rte, ,rrrrrrrrrrr rrrr: r i ~rrrrrrr r rrrrrrrrrrrrr :�. ~~rrrr -rr,.; r rrr : •.: � .: � ..-rr,- r d r, GROUND - '� - -._ I'll= OUNU , -_ r d rJ ' _- - _-- rrrrrrrrrrr. rrrrrrrrrrr = rrrrrrrrr, : rrrrrrrrrr + - rrr r,'rr d rrrrrrrrrr - GROUND PIPES ARE ENCOUIS N LINE - _ o _ o LIN :.. _ V _ 'tit 111 I !-1 I hI 1-I III ! i EARTH I I I � i - ROCK OR MIN. 1/10 D , __ - ��/ ( i//� :' - NOTES SHAPING OF MANHOLE AND I_ UNYIELDING -%:=1 l-il _i _ _ - - - - - - THIS DRAWING IS TO ADPL MIN. 1/t0 D X D X BEDDING MATERIAL _Iii=1 - �z" PER SOIL 1" OF H X D X _ I <_ _- --' MIN. 1/10 D --BEDDING ON PLANS OR WHERE INVE STRUCTURE. MIN. 8", BEDDING EARTH MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR ANHOLEOR DROP DANCE WITHLET Ii NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATER( SHAPDi THE I VE ING CEMENT CLASS C1, EXCEPT THAT 2 BEDDING MATERIAL IN ACCORDANCE WITH - EMBANKMENT NOTES. SECTION 302 OF THE ROAD UP TO 4" IN DIAMETER AN BROKEN CONCRETE OR BR AND BRIDGE SPECIFICATIONS. SHALL BE LEFT SMOOTH B FOR GENERAL NOTES ON PIPE BEODNG, OF THE COARSE AGGREGAT CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVER S WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTE DETAILS OF INVERT SHAPIN SPECIFICATIONS. ON SHEET 107.00, PURPOSES ONLY. EACH MAI REGULAR BACKFILL MATERIAL IN ACCORDANCE INDIVIDUALLY TO BEST FIT FOR PLASTIC PIPE: CLASS I BACKFILL MATERIAL - J WITH SECTION 302 OF THE ROAD AND BRIDGE r rrr CRUSHED GLASS CONFORMING TO 7 E CONFIGURATION AND FLOW N ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER UN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY B USED IN PLACE OF CLASS I BACKFI „rr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL L. r IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. lVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SREFERENC ECIFICATI(IN 1 STAN QAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" ROA) AND BRIDGE isinN:nATF 302 107.01 07'12! VIRGINIA DEPARTMENT OF TRANSPORTATION 303 106.08 A CC -12 SL -1 BACK OF CURB j 20:1 5' MIN Ila 2' MIN. CROSSWALK M° A 4'SQUARE LANDING AREA NOTES: FOR GENERAL NOTES ON THE D_TECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. CROSSWALK a�f S, OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULARCROSSWALK WITHIN TME MARKED CROSSWALK AREA, THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ods 2 IS LIMITED TO 15 FEET, REGARDLESS OF THE ci nuc AT INTERSECTION 6 9 4 8 12 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM! RAMP LENGTH N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 1 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE: 203.07 7/11 308.2 Forward Reach. 308.2,1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground. ;_ E Figure 308.2.2 Obstructed High Forward Reach 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 20" max >20"-25" max 510 mm 510 mm- 635 mm �II SSIBLE ' T'RUCTION 4, #5 DOWEL, 8" LONG @ 12" C -C SECTION A -A PERMISSIBLE CONSTRUCTION JOINT U SECTION B -B NOTES= FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. THIS DES( 3N TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRU TION, 6 FEET FOR ALTERATIONS, TYPICAL DESIGN WITHIN CROSSWALK CURB 4' BUFFER STRIP 5' SIDEWALK 3: MIN (AGONAL PLACEMENT .0 o 5' MIN -� �z, MAX. CROSSWALK 14 o F - A 4'SQUARE LANDING AREA OUTSIDE OF TRAVELWAY A 4'SQUARE ANDING AREA TYPICAL PLACEMENT \QRO55`N AL PERPENDICULBE PROVIDED OSSWALK F OUTSIDE OF RAVELWAY WITHIN THE MARKED SHALL BEP VIDEO FOR AT WfN TERSECTI WITH BUFFER STRIP CROSSWALK AREA. OROSSfIALK WIiHINNTHEL ARKCEROSSWALK WITHIN CROSSWALK CROSSWALK REA. CG -12 DETECTABLE WARNING SURFACE SPECIFICATION SPECIFICATION REFERENCE REFERENCE TYPE B (PARALLEL) APPLICATION 105 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 502 308.3 Side Reach, 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. >_ E o 10" max 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. r a E e E o N > 10"-24" max 255 mm 255 mm -610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach E o A 4'SQUARE LANDING `1 Itg AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN 3 THE MARKED 0 CROSSWALK AREA p Y 0 CROSSWAJ�K In0 jI In TYPICAL PLACEMENT v� AT INTERSECTION CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT (WITH BUFFER STRIP) CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP A 4'SQUARE LANDING AREA OUTSIDE OF u TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. �tl y Q C U) O Cr CROSSWALK DIAGONAL PLACEMEN WITH BUFFER STRIP XVDOT ROAD AND BRIDGE STANDARD`. REVISION DATE SHEET 2 OF 7/11 203.06 CLUSTER BOX UNIT (CBU) MAILBOX - ADA ACCESSIBLE NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. I L MIIV. i CONIC, PAD SCENARIO I -REAR ACCESS TO CBU 12 CONIC. PAD CBU MIN. `:. MAILBOX RAMP DOWN SIDEWALK RAMP DOWN "a C&G HANDICAP RAMP CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU Y SHAPE TO ELEVATION MID LA POINT OF LARGEST PIPE. I I I I I I I I SLOPE TO DRAN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NLET INVERTS IN ACCORDANCE WITH TO THOSE STRUCTURES SPECIFIED r OF PIPE IS ABOVE INVERT OF SLOPE TO DRAIN ,d TO INVERT OF OUTLET PIPE TO BE FORMED AND CONSTRUCTED 'ABLE STANDARD OR SPECIAL DRAWING. / rAILED HEREON IS TO CONSIST OF A f/ / E MIX CONFORMING TO CLASS A3 OR of COARSE AGGREGATE MAY BE CONSIST OF STONE, BROKEN BRICK, v d :EN CONCRETE BLOCK. THE SURFACE;:.; - .:: ^ MEANS OF HAND TROWELLING. NONE �I f SHALL REMAIN EXPOSED. a , AS SHOWN HEREON ARE FOR EXAMPLE " TOLE OR DROP INLET IS TO BE SHAPED - FHE PARTICULAR INLET AND OUTLET INEs, SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPREFERENCE SHAPING SPECIFICATION R SDSnATIr MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 30" DIAMETER ' M♦ 8/7/17 01 MAX MAX /ACSA COMMENTS 9/25/17 11111 B /ACSA COMMENTS :. COL NTY COMMENTS TRUNCATE DOME A SEE SHEET 1 OF 5 AS -GUILTS FOR DETAILS W 8'-0" Min. 010110 4`0" Min. r 12:1 MAX. I i- 48:1 MAX. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT U SECTION B -B NOTES= FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. THIS DES( 3N TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRU TION, 6 FEET FOR ALTERATIONS, TYPICAL DESIGN WITHIN CROSSWALK CURB 4' BUFFER STRIP 5' SIDEWALK 3: MIN (AGONAL PLACEMENT .0 o 5' MIN -� �z, MAX. CROSSWALK 14 o F - A 4'SQUARE LANDING AREA OUTSIDE OF TRAVELWAY A 4'SQUARE ANDING AREA TYPICAL PLACEMENT \QRO55`N AL PERPENDICULBE PROVIDED OSSWALK F OUTSIDE OF RAVELWAY WITHIN THE MARKED SHALL BEP VIDEO FOR AT WfN TERSECTI WITH BUFFER STRIP CROSSWALK AREA. OROSSfIALK WIiHINNTHEL ARKCEROSSWALK WITHIN CROSSWALK CROSSWALK REA. CG -12 DETECTABLE WARNING SURFACE SPECIFICATION SPECIFICATION REFERENCE REFERENCE TYPE B (PARALLEL) APPLICATION 105 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 502 308.3 Side Reach, 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. >_ E o 10" max 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. r a E e E o N > 10"-24" max 255 mm 255 mm -610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach E o A 4'SQUARE LANDING `1 Itg AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN 3 THE MARKED 0 CROSSWALK AREA p Y 0 CROSSWAJ�K In0 jI In TYPICAL PLACEMENT v� AT INTERSECTION CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT (WITH BUFFER STRIP) CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP A 4'SQUARE LANDING AREA OUTSIDE OF u TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. �tl y Q C U) O Cr CROSSWALK DIAGONAL PLACEMEN WITH BUFFER STRIP XVDOT ROAD AND BRIDGE STANDARD`. REVISION DATE SHEET 2 OF 7/11 203.06 CLUSTER BOX UNIT (CBU) MAILBOX - ADA ACCESSIBLE NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. I L MIIV. i CONIC, PAD SCENARIO I -REAR ACCESS TO CBU 12 CONIC. PAD CBU MIN. `:. MAILBOX RAMP DOWN SIDEWALK RAMP DOWN "a C&G HANDICAP RAMP CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU Y SHAPE TO ELEVATION MID LA POINT OF LARGEST PIPE. I I I I I I I I SLOPE TO DRAN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NLET INVERTS IN ACCORDANCE WITH TO THOSE STRUCTURES SPECIFIED r OF PIPE IS ABOVE INVERT OF SLOPE TO DRAIN ,d TO INVERT OF OUTLET PIPE TO BE FORMED AND CONSTRUCTED 'ABLE STANDARD OR SPECIAL DRAWING. / rAILED HEREON IS TO CONSIST OF A f/ / E MIX CONFORMING TO CLASS A3 OR of COARSE AGGREGATE MAY BE CONSIST OF STONE, BROKEN BRICK, v d :EN CONCRETE BLOCK. THE SURFACE;:.; - .:: ^ MEANS OF HAND TROWELLING. NONE �I f SHALL REMAIN EXPOSED. a , AS SHOWN HEREON ARE FOR EXAMPLE " TOLE OR DROP INLET IS TO BE SHAPED - FHE PARTICULAR INLET AND OUTLET INEs, SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPREFERENCE SHAPING SPECIFICATION R SDSnATIr MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION SECTION A -A #5 BARS Q 8" C -C TYP. B i i B 0" DIAMETER 1�T WALLCTHICKNESS SIZE AND PLAN ' CLASS A3 CONCRETE SECTION B -B THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY 'SLABS SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS Q 8" C -C TYP. -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE SAFETY SLAB MAY BE CAST CLASS A3 (3000 P51). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING 'j .• .•' •' •' •'.• STEEL TO BE IN ACCORDANCE WITH AAS ITO M31. ;,. ACCESS OPENINGS WAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG) TYPICAL PRECAST UNIT �� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECREFERENCE OAD AND BRIDGE STANDARDS __!I 1EET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear length shlall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as ithe handicap ramp, excluding flared sides, leading to the landing. 12" CONIC. PAD CBU MIN. MAILBOX 36" min 915 mm at least as wide as HANDICAP curb ramp RAMP OF Dj B.O.C. p G, C&G F.O.C. � ;�-•."` � E.O.P. WILLIAM J. LEDBETTER Lic. No. 1507-8 CENTERLINE STREET 12-07-18 4 Figure 406.4 Landings at the Top of Ramps D suRVE�o SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK O 30" DIAMETER ' M♦ 8/7/17 Mill /ACSA COMMENTS 9/25/17 11111 COU /ACSA COMMENTS :. COL NTY COMMENTS W 12/07/18 SECTION A -A #5 BARS Q 8" C -C TYP. B i i B 0" DIAMETER 1�T WALLCTHICKNESS SIZE AND PLAN ' CLASS A3 CONCRETE SECTION B -B THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY 'SLABS SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS Q 8" C -C TYP. -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE SAFETY SLAB MAY BE CAST CLASS A3 (3000 P51). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING 'j .• .•' •' •' •'.• STEEL TO BE IN ACCORDANCE WITH AAS ITO M31. ;,. ACCESS OPENINGS WAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG) TYPICAL PRECAST UNIT �� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECREFERENCE OAD AND BRIDGE STANDARDS __!I 1EET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear length shlall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as ithe handicap ramp, excluding flared sides, leading to the landing. 12" CONIC. PAD CBU MIN. MAILBOX 36" min 915 mm at least as wide as HANDICAP curb ramp RAMP OF Dj B.O.C. p G, C&G F.O.C. � ;�-•."` � E.O.P. WILLIAM J. LEDBETTER Lic. No. 1507-8 CENTERLINE STREET 12-07-18 4 Figure 406.4 Landings at the Top of Ramps D suRVE�o SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK O DATE JU14E 5, 2017 SCALE " = 25' UR INTERVAL N/A VISIONS M♦ 8/7/17 Mill /ACSA COMMENTS 9/25/17 COU /ACSA COMMENTS 10/19/17 COL NTY COMMENTS W 12/07/18 O & UTILl W o AS -GUILTS N� W Q 010110 Q� Z g cc ® W ? O I LL LW 1.J a -cc Q. z Q n= i z 0. VJ QLU � Q p 0 .4 N LO v O y � 0 < - 0 W i WM r� V � W 0 O ? �. LO UN J a w 4 �\ U t� W Z = V Z CL DATE JU14E 5, 2017 SCALE " = 25' UR INTERVAL N/A VISIONS M♦ 8/7/17 Mill /ACSA COMMENTS 9/25/17 COU /ACSA COMMENTS 10/19/17 COL NTY COMMENTS 12/07/18 ROAD & UTILl W o AS -GUILTS W DATE JU14E 5, 2017 SCALE " = 25' UR INTERVAL N/A FILE NUMBER 8053 i SHEET 11 of 14 M♦ J W o W 06 g LW 1.J a -cc z Q n= i z 0. z JZ QJ 0 O y cd cr < - 0 WM r�W J J O U t� CL FILE NUMBER 8053 i SHEET 11 of 14