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Home My WebLink AboutSDP202100049 Plan - Approved Final Site Plan and Comps. 2022-01-19GENERAL NOTES �- vow" by the viewed and A��Mont ®aparttnant OWNER. STANLEY MARTIN COMPANIES LLC Rmunity 11710 PLAZA AMERICA DRIVE, SUITE 1100 0°m r RESTON, VA 20190 pate DEVELOPER: STANLEY MARTIN HOMES F10I nature 404 PEOPLE PLACE, SUITE 303 S►g CHARLOTTESWLLE, VA 22911 _-- ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARL 0 TIES VILLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-03100 (DB 5237, PG.405) 1960 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 TOTAL AREA: 5.262 ACRES ZONING: PRD PLANNED RESIDENTIAL DEVELOPMENT AND ENTRANCE CORRIDOR OVERLAY DISTRICT (ZMA 2012-0004 & ZMA2014-6) A SPECIAL EXCEP77ON WAS APPROVED BY THE BOS ON NOVEMBER 4, 2020 (SE202000005). TWO COND177ONS WERE PART OF THE APPROVAL: 1. ALL VARIA77ONS SHALL BE AS DEPICTED ON THE IN177AL SITE PLAN AND SUBDIVISION PLAT FOR AVON PARK H DEVELOPMENT PREPARED BY COLLINS ENGINEERING AND LAST REVISED ON OCTOBER 5, 2020. 2. THE APPLICANT SHALL PROVIDE LANDSCAPE SCREENING IN ACCORDANCE WITH COUNTY CODE 18-32.Z9.7, OR LANDSCAPING AS APPROVED BY THE AGENT, IN THE OPEN SPACE/LANDSCAPING EASEMENT AREAS AS SHOWN ON THE DEPIC77ON EN717LED "INTENSIFIED LANDSCAPING AREA FOR SCREENING CREATED BY THE COMMUNITY DEVELOPMENT DEPARTMENT ON 10-13-20. PROPOSED USE. RESIDENTIAL DEVELOPMENT - TOTAL 30 RESIDEN7AL LOTS 28 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (7H UNITS) 2 EXIS77NG SINGLE FAMILY DETACHED RESIDENTIAL UNIT N07E: (6) OF THE SFA UNITS SHALL BE AFFORDABLE HOUSING UNITS IN ACCORDANCE WITH PROFFER f 1. THE (6) UNITS ARE IDEN77FIED WITH AN ASTERISK ON THE SI7E PLAN (*). DENSITY- ALLOWABLE DENSITY PER ZMA APPLICATION PLAN. 6 DU/AC TOTAL ALLOWABLE NUMBER OF LOTS. • 30 TOTAL LOTS TOTAL NUMBER OF PROPOSED UNITS. • 30 RESIDENTIAL LOTS PROPOSED VARIA7TONS A VARIATION TO THE APPROVED APPLICA77ON PLAN WAS APPROVED BY THE BOARD OF SUPERVISORS ON NOVEMBER 4, 2020 (SE2020-0005). THE WAIVER SHALL INCLUDE A MODIFICATION TO THE LAYOUT FROM THE ORIGINAL APPLICATION PLAN, A MODIFICATION TO THE ROADWAY NETWORK (BUT WILL KEEP THE SAME ROADWAY CONNECTIONS), A MODIFICATION TO THE SETBACKS (BASED ON THE ROADWAY CHANGES), AND A MODIFICATION TO THE TIMING OF THE INSTALLA77ON OF THE LANDSCAPING BUFFER AREAS AND SCRIM FENCE. OPEN SPACE.• TOTAL OPEN SPACE PROPOSED = 1.328 AC (25.2,-.') OPEN SPACE A: 6,850 SF OPEN SPACE B. 50,999 SF TOTAL OPEN SPACE REQUIRED (25X) = 1.316 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET RECREATIONAL AMENITIES.- PER PROFFER f8, THE OWNER SHALL PROVIDE AND INSTALL A 40'x5O' FENCED DOG PARK WITH (2) SMALL BENCHES IN ADDITION, (2) ADDITI0NAL PLAY STRUCTURES FOR OLDER CHILDREN SHALL BE ADDED IN THE EXIS77NG TOT LOT AREA ON TMP090FO-00-00-OOA1, 0 WNED B Y THE A VON PARK COMMUNI TY ASSOCIA TION. SETBACKS. • FRONT 10' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE. • NONE - MIN. 10' BUILDING SEPARA77ON REAR: 10' MINIMUM (LOTS 1-4 & 13-28) 5' MINIMUM (LOTS 5-12) SUBDIVISION STREETS.- CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE- THIS S17E" IS NOT LOCATED WITHIN A PUBLIC WA TER SUPPL Y RESERVOIR WA TERSHED. AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY- THE BOUNDARY LINE AND PARCEL INFORMA7ON WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES MAY 2018. THE TOPOGRAPHY INFORMA7ON IS BASED ON FIELD SURVEY COLLECTED IN MAY 2010, THE PROPERTY IS CURRENTLY BE SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMA7ON FIELD VERIFIED BY COLLINS ENGINEERING MARCH 2O21. DATUM: NAD 83 EXISTING VEGETATION: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS LIGHTING: NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. PARKING. PARKING REQUIRED. 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 28 SFA UNITS + 2 SFD UNITS = 60 OFF-STREET PARKING SPACES 7 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 67 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES. (2) SPACES PER LOT = 60 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 21 SPACES TOTAL PARKING SPACES PROVIDED: 81 TOTAL PARKING SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE. BUILDING SITES.- PARCELS 1-30 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES.- NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS. THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS RETAINING WALLS: RETAINING WALLS GREATER THAN 36" IN HEIGHT ARE NOT PROPOSED WITH THIS PLAN. LANDSCAPING. STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SEC77ON 32.Z9 OF THE COUNTY CODE. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICA7ON PLAN AND PROFFERS SEE SHEET 3 AND SHEET 16 FOR ADD177ONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS ALL LANDSCAPING BUFFER AREAS SHALL BE INSTALLED PRIOR TO THE FIRST CER77FICATE OF OCCUPANCY. TRASH. EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. STORMWA TER MANAGEMENT ONE UNDERGROUND DETENTION FACILITY AND A DETENTION POND ARE PROPOSED W77H THE DEVELOPMENT TO ACCOMMODATE THE WATER QUAN77TY REQUIREMENT FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS N/F JENNIFER I L CERARDI F-- x-- x DBx4'75X-PG• 433-- x-� iIC � X 0PTM \N/F ALBEMARLE COUNTY SERVICE AUTHORITY \- D,V 35,7tPU __x .1 E11- Q � I LOT e Z 04 LA a 9I y. Sq _- a a� i— LqT �� ! 9 Q a� \Q 1QT h m � � 41 � m TMP 90-30 N/F GARY D BROOKS JR DB 4858 PC 406 f M cla U to i0 ( IN FEET ) I inch = 50 ft. IMPERVIOUS AREAS. THE TOTAL OVERALL SITE IMPERVIOUS AREA CAN NOT EXCEED 37x, PER THE APPROVED ZMA APPLICATION PLAN: ROADS. 0.63 AC (PAVED CIRCULAT70N PARKING AREA = 27,380 SF) SIDEWALKS. • 0.11 AC BUILDINGS/DRIVEWAYS: 1.12 AC TOTAL: 1.86 AC (35.39 IMPERVIOUS AREA) PROPOSED USES: LOTS: 127,162 SF (2.919 AC) ROADS (R/W & PRIVATE ACCESS ESMT). 44,200 SF (1.015 AC) OPEN SPACE. 57,849 SF (1.328 AC) OFFS1 TE EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WI THIN EXIS77NG RIGHT-OF-WAY. THERE ARE ALSO EXIS77NG OFFSI7E EASEMENTS F S S OR THECO ROADWAY AND UTILITY NN EC77ONS TO THE AVON PARK DEVELOPMENT. FIRE FLOW. 774E EXISTING FIRE FLOW IS 1610 GPM AT 22 PSI PRESSURE. ISO CALCULATIONS: THE MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO CALCULA77ONS IS 1100 GPM. TMP 90E-9 N/F DENNIS OR LINDA V OCONNOR DB 4184 PC 210 NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC OR PRIVATE USE, AS NOTED ON THE SITE PLAN. THE EASEMENTS SHALL BE RECORDED WIN THE SUBDIVISION PLAT. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. TMP 90F 8 N/F ICNAOR TARA L D LEGEND 77 TMP 9OF-7 N/F IAN FARIS DB 4163 PC 261 TMP 9OF-6 NIP DANEIL SHUMATE DB 4091 PC 534 TMP 90E-Al NIP AVON PARK COMMUNITY ASSOCIATION INC CIO REAL PROPERTY INC DB 3692 -PC 319 TMP 90-30A L- N/F GARY D OR MYRTLE T BROOKS DB 1191 PC 396 EDGE OF PAVEMENT El D �n LOT 29 40,020 SF 0.92 ACRES - _j --------- `�------------------- CURB :.`:: PROPOSED ASPHALT PAVEMENT EXIS77NG VEGETA 71 VE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE I cc 200 200 BENCH MARK VOOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE PROPOSED ASPHALT STRIPING EXIS77NG CONTOUR PROPOSED CONTOUR TMP 90-32A N/F ROBERT SPAULS DB 982 PC 365 TMP 90-30B JOHN A OR RUBY T 506.71 TG 506.21 EP PROPOSED SPOT ELEVA77ON TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506.21 ew PROPOSED SPOT ELEVA77ON TW DENOTES TOP OF WALL BW DEN07ES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 00 d O O 100 YR. FLOODPLAIN 0 I LOT 3Q1 -36;298-$F - 0.83 ACRES V O+ Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 UTILITY PLAN 5 GRADING AND DRAINAGE PLAN 6 NOTES AND DETAILS 6A NOTES AND DETAILS 7 NOTES AND DETAILS 8 ROAD & WATERLINE PROFILES 9 ROAD PROFILES 10 SANITARY SEWER PROFILES 11 STORM SEWER PROFILES 12 STORM SEWER PROFILES 13 DRAINAGE MAP AND CALCULATIONS 14 DRAINAGE CALCULATIONS 15 SIGHT DISTANCE PROFILES 16 LANDSCAPING PLAN 17 TOTAL NUMBER OF SHEETS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING I rr ENGINEER i INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVI E AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT / H z w E O U z Z z O0 J � o 0 U m w W z w O W ¢ J c ca w U z Ul z I J 0 r 0) N Cy) "t 0 N N Q LL1 J U) F- 0 J TZ U LL] U) F_. w U) w Q C7 N w z U J Q z_ O LL a7 z b w w �a (nn JOB NO. 112066 SCALE 1'! = 50' SHEET NO. 1 4 tip \` SCOTT R. LINS`Z t } I � I \ t � 1 1 � + ! 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PG. 607 E/P - EJ I ^� z0' GRADING I i EXISTING i z' �' i I ' EASEMENT t \\ \ x/l/ ( ( f ts. 24 x24 CON BETE) SLA,�TMP 90E-7 1 G�pN,li[jN1T 1 JJ t 1 j f 3 DB. 3z92 PG. 607 ` \ + i , , / r " �- � �� 9 F1c- 1c 1 \ a , C. 24� x3 CO CRETE .'CA, / / �TM 9Q 32A 1 ASCA ur q ".� I 1 } i TJfP OF-9 TYP 90E-8 ,t N/F AN FARIS� \\ } 1 1 091A7,10N N� C/0tD(Orx2 r r (� -,//I1IPAP R r: � i0 CONNOR LIVING DB 4163 PC 261 R�jAL PROPERTY IN� j STU i �VII�Y�� / �F BEET SPA LS I } j o . '� � , , TRUST N/F IGNACIO 0 °1 ! 1 1 1 1 J I / TANK _._ �` ; m � o � - I } i \ i I TARA L DE \ f DB! 3690 PC 179/ 1 I f B3tILD N / ON AASE INTO; �° ,� B 98 -FAG 3 -€ I P I / w9 . y ' I I '�B 5116 PC 289 CARDENAS j ! 1 J f 7�MP J 9 Q'TA �I j I ! / / �ti 'f {�2 cn BENCHMARK DB 4060 PC 77 i�p �T/F A B----EBOUNTY 4 l_TOP OF MH=679-39 /I F I V 1V PK I Q� m } f t NO �� } t \ SERVICE AUTHORITY X / - "''" j t , 1 J j �� I w if ry ( ,y4 B 13571 PC 272 o� { t ._.� _� - .� e, t ea / t i t j N f ��,- 'f / / / / ! 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W 1 l EXI TIN KENNEL i ' E� IST G ENC i 10 X2 ' RAI GE EASEME TO E RE OVE ` t t TO BEE VE Exi TII� WE L `\ /\4 PG.462\ \ t \ ` q II 1 TO RE�viAl t C, CONCRETE\��li \ �, 1 1 BRICK WA L \ � 1 I , `\ \ `� `\ `' , 1 `� \ `, � �°,., } ''` T,O B E V �A \ "~ T-• / ��},, to r� I i KENNE 1 ��)l i 1 i \ 1 \ \� _ N �e4.�,SP ALT + a i M CONIC E ` 1 ISfTIN HME TO RE�41AIf� (lQN C TE \ \.� \ RAVE t �1 °"� ` �t N Q �,�, �'Ld I % 1 i f0. WOVEN �, '� _4W 1 ( �' I 1 I � ,� �a t P ANT R . I ,` IF N MON % x I I ( IF IN I';jON to , 1 D ELI 1 ,� P�0 t t �-•-• \ WIRE F NC OVFR \ Q. L.lNE i t / @ 0.281 t \ 0 \ \ \ L9 POPE TY II -IN \ � jTP � � � � 1 o R�. �... „ „ - 1 „ i t i „ „ 1 I „� �, % „ , „ „� „ i „ y \ \ { I �IFIN I _ i� t � J 000 cn �cP ' d'� `flo / <b to o 6.y m w c� o a' w -` ry _ o m is 'j- rq 0 m _ _ , ry cbc� .t n 0 00 w 1 I 1 \ 1 + P \ \ \ t Lo r? ts� ` �69 �o`b b�' cCOc� ��- rort� - ro1 �,61 'Ni--vr- 47�- tor`-kD-w-`r.°o -�- 0-w -won-w,.n w -wO -��-w -w -k _to —o 0 0 t9 `o �� 0 u� ' - io �o�-wD c� to _ ......� WOVEN WIRE I r��— �/ i I J� I r r 1---�--- � / I } TMP 90 3O / / t ( i 1 i 1 A �;G CARY D BROOKS JR -`"--`- FENe AEO G / / i 3 OVEN / r } J ( / / I r / '/�-3DB / / v 4868 PC 406 i ! I ( / / N �or�r OR RUB)( r BROQS / / / O l �R PERT LfN / 411E FEXCE 0 ER 1 i I I 1 I i (-' r / / na »s� / / ! 1 ( j r� / W TMP O 30A PROPERTY �I E � � � - />/ / r / / ,/N/F CA�Y D OR;MYRhE 7 BROKS4 - - - - - / / / / DB 11<91 P01396 W W {n F-- i ' i/ ' I ! + 1 ! + J i if (\ \ / w C) EXISTING AGED -STEEP LOPS / / , l l r / r , r / / / l , / + I I 1 I ! ► J J ( 1 ` �" / % /7 l 1 1 \ } j 4/ 74A /A , APHI SCA�E t i \ \ — — — — -- — — _._. �,°r / 11 / j r / l / / / / / / / ✓ � I � / / 20 �` 40 / 6 / r' 160 It IN 7ET1 inch40 w a c=r� JOB NO. 112066 SCALE III _ 401 SHEET NO. 2 la�a- LOT AREA TABULATION LOT NUMBER LOTAREA (SF) BUILDABLE AREA (SF) 1 2448 1405 2 1151 911 3 1152 912 4 2169 1427 5 2007 1303 6 1566 1237 7 1568 1237 8 2050 1338 9 1971 1273 10 1541 1211 11 1535 1205 12 1994 1292 13 2509 1713 14 1226 986 15 1226 986 16 2414 1659 17 2301 1 1567 18 1681 1351 19 1681 1351 20 1222 982 21 1679 1350 22 2297 1560 23 2141 1408 24 1549 1219 25 1130 889 26 1559 1225 27 1559 1229 28 2134 1427 BUILDING CODE NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A1.17.1-og AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. PROPOSED 2o' DRAINAGE AND LANDSCAPING EASEMENT (LANDSCAPED BUFFER AREA) DB.5623,PG.443-487 AREA OF PROPOSED ONSITE LANDSCAPE BUFFER zo' GRADING w �= Qb �C\2 CO NOTE: 1. SCRIM FENCING TO BE INSTALLED IMMEDIATELY FOLLOWING GRADING IN THE LOCATION WHERE THE SCRIM FENCE IS TO BE LOCATED. 2. THE OFFSITE LANDSCAPING EASEMENT ON TMPgoF-Ai(AVON PARK) WAS OFFICIALLY REQUESTED (AS REQUIRED BY THE PROFFERS) AND WAS DENIED BY THE HOA BOARD. 3. SEE SHEET 6 FOR DETAILS AND MEASUREMENTS OF THE FOOTPRINTS OF THE (2) TYPES OF TOWNHOUSE UNITS. 4. THE (6) AFFORDABLE UNITS ARE IDENTIFIED WITH AN ASTERISK (*). THE AFFORDABLE UNITS SHALL MEET THE REQUIREMENTS OF PROFFER #1. NOTE: ALL LANDSCAPING EASEMENTS, BUFFERS, AND SCREENING SHALL BE PLANTED IN ACCORDANCE WITH THE APPROVED PROFFERS LANDSCAPING SHALL BE INSTALLED PRIOR TO THE FIRST CERTIFICATE OF OCCUPANCY FOR ANY PROPOSED UNITS WITHIN THE DEVELOPMENT AS DETAILED IN PROFFER 3. PROPOSED 2o' LANDSCAPING EASEMENT - NATURAL \ LANDSCAPED AREA OR REPLANTING/NEW LANDSCAPED BUFFER FOR ANY DISTURBED AREAS S DB.5623,PG.443-487 j zoo' 1, 4` PROPOSED 20 EMERGENCY ACCESS :EASEMENT b6 5623,PG 443-487 CONCRETE LOT 30 — o.86 ACRES ASPHALT-----\ MILLING AND OVERLAY FOR IMPROVED ASPHALT DRIVEWAY \24�P xMPROVED ASPHALT DRIVEWAY ACCESS FOR (2) LOTS CONC ETE CD 00 -- PLANTER 2o' GRADING M - `� 9 4 , g9 43� DB. 2 z PG. 60 1P - E/ ` I EASEMENT D LINES ADJACEN TOT P of -Az TMP of-F=-� TMR of=F= - OR - - _ - , I NOTE: IF TREES RE LOCATED WIT IN 5 OR LESS F THE PROPERTY EASEMENT 8 - 3 9 7 I DB.3293. PG.607 9 , TMPgoF-F-44, T E DEVELOPER SHALL REMOVE THE TREES ON THE I X15TING I z' ADJACENT PRO ERTI : THE REMOVAL OF S WILL BE � � rn � I TMP 90E-7 — � �� SUBJECT TO TH EXISTING PROPERTY OW ER'S WRI N APPROVAL; > ;' "� N CO ( F/C - F/C ' O �, I I TMP 90E-9 N/F IAN FARIS �• �, d. i o � � TMP 90E-8 ACSA PROPOSED w o 0o I 0 CONNOR LIVING DB 4163 PG 261 - O, w� w �, w co N T N F IGNACIO 0 -� WATER SCRIM FENCE o a, I N u I TRUST / LANDSCAPING WITHIN z5' FENCE �' 4 �, ~ ° W TARA L DE _ O TANK w o � d- f w v DB 5116 PG 289 LANDSCAPE BUFFER THAT 0.� w I w o V I ALONG Z I ' CARDENAS ABUTS ACSA WATER TANK l TMP 9U -A2 PROPERTY �" Q �' I DB 4060 PG 77 'IMP 90-30B / N F ALBEMARLE COUNTY \ \ o `� z ° `� PROPERTY SHALL HAVE / LINE z �' I PROPOSED SCRIM FENCE A1/1JOHH A OR RUBY T BROOKS � O SIMILAR LANDSCAPING TO SERVICE AUTHORITY c)' co o o �' a, _ �j:.: I FENCE ALONG PROPERTY LINE DB 1191 PG 396 WHAT WAS PLANTED WITH DR13571 PG 27� N W �'� I ADJACENT TO TMP goF-As THE LATEST AVON PARK - - v w PROPOSED 15 LANDSCAPING rz z cn PROPOSED 2o' DRAINAGE AND COMMUNITY STORAGE TANK SECURITY Q EASEMENT (LANDSCAPED PROPOSE so \ w wy:::: ;::::::: PROPOSI FENCE IMPROVEMENTS PLAN BUFFER AREA) LANDSCAPE �- :: :. : I LANDSCAPING EASEMENT ASSOCIATION INC C/0 PROPOSED p z [Y LANDSG D6.5623,PG.443-487 EASEMENT I I (LANDSCAPED BUFFER AREA) REAL PROPERTY INC 00 :. ; : —�-DB.5623,PG.443-487 DB 3692 PG 319 n LANDSG CG-2 CURB S58°48'09"E 114.92' DB.5623,PG.443-48 � I DB.56z3,1 S58° 07"E 485.78' S31 °02'03"W 3.10' '•, ,� 71 ' o F' . T- 7 .96 S 59°21 c1 E 30 .106 — — — - _ r •7• K: ROPOSED :PROPOSED CG-2 CURB •200 NO PARKING '= NO PARKING: O •OSE•D.EMER•+ EMERGENCY ACCESS ROAD ' •200 CG-6 CURB ':PR P G I N TYP. S G T P. SIGN Y ( ) O B E SEE DETAIL ON SHEET 6� aI REM VA LBOLLARDS, f I •J, I' r> r•, r r' xy I f r 1 -, o R E A E TBA Q0y -- K - --- so R AR SET A j T { _ CK , -:PROPOSED CG- D R SETBACK-, cv (.... 8 ND APING — IPROPOSED LA SC :PRO OS ILOT:� :-DRIVEWAY � . .. z 4 .Pzs' � _y : .... .. .. .. .. .. .. .. .. .• ... , .. .. .. ...... .. ... .. ., ., .,.•. :'EAS EMENT NATURAL LANDS CAPED F7 PED AR KAERNC RAVE WAvF7 . _ AREA OR REPL NTINGNEW- • " I� E— w �o �wo q 4- O o O � � CD O � U O Z O PROPOSED PRIVATE - ACCESS EASEMENT DB.5623,PG.443-487 5' REAR SETBAC N LANDSCAPED BUFFER FOR ANY ry r :DISTURBED AREAS DB.5623,PG.443-487 TRIP 90-31 / / i 5.262 AC / :,OPEN SPA.. E • 9 2 211 SF '.AR A• 2 / 0i999 F EXISTING GRAVEL / =: DRIVEWAY TO BE RRIPk :,WAE I IMPROVED TO AN : J !� —.. ,.:�' I ..r° .• . v. ♦ / �' L 1 6Jn —_1V 1\Lill � _ _—. PROPOSED CG 6r-ICURB O ��N PARKING: ^ , : 77 'i .� J,1.Ll F T STREET TREE NO PARKING TRANSITION OF FROM - OPEN SPACE SIGN (TYP.) N59°18'07"W 1,072.99'(T) (TYP.) -_ ----- -� - — ____ __�_-- ------------_------ AREA A: 6,850 SF SIGN (TYP.) ��3 BOARD FENCE TO _. VAR. WIDTH GRADING AND _� DOUBLE -SIDED VERTICAL CONSTRUCTION EASEMENT �" PRIVACY FENCE (AT THE LOT PROPOSED DOUBLE -SIDED LINE) VERTICAL FENCING (BOARD DB•5654,PG.297-200 TMP 90-30 ON BOARD) PRIVACY FENCE - SEE DETAIL, SHEET 6 PROPOSED so LANDSCAPING-�-""'--�� VAR. WIDTH GRADING AND N/F GARY D BROOKS JR EASEMENT (LANDSCAPED - CONSTRUCTION EASEMENT DB 4858 PG 406 /BUFFERAREA) DB,5654,PG.297-200 NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY. DB.5623,PG.443-487 �J NOTE: (*) DENOTES THE LOCATI N OF THE AFFORDABLE UNIT WITHIN THE DEVELOPMENT. PE PROFFER #i, THERE SHALL BE (6) AFFORDABLE HOUSING UNITS ITHIN THE DEVELOPMENT. PROPOSED so' LANDSCAPING EASEMENT (LANDSCAPED BUFFER AREA) DB.5623,PG.443-487 PROPOSED 3 BOARD FARM FENCE ALONG PROPERTY LINE. SEE DETAIL, SHEET 6 TMP 90-30A N/F GARY D OR MYRTLE T BROOKS DB 1191 PG 396 Re 0p1 SCOTT/R. 'CtUINS 52, Lic. No. 03579141�,- 12/17/21 off,*-(ONAL E1Ar �� Lil a z cD vi J Q z LL_ ry 0 v7 Z W N N k r O N In 00 f 4F.. CONCRE LOT 30 37,445 5F— o.86 ACRES Cn C'7 CIO (3) N C'7 N O Cy) N N Q LLJ J_ U) LLI Q U LLJ F__ �5 VJ w LLJ U) F_ W ry li ry Q O N z Q J IZ D 0 Q c� z w w z 0 z w z J 0 0 0 0 0 U a, In Q x N l-+ 0 .3 0 ul 0 QU _ L 0 U O a 0 U _ L O U 0 -n E 0 _ U L N 0 In 0 U 0 Q L _ 0 L 0 v. _0 N V) Q) 0 c 0 51 c 0 L 0 Q 0 0 0 t u U 0 L a (D 0 T 0 E c a C� z Li w z c� z w U) z J J O O O L Q 0 L a. a, _ U x 0 m s 0 0 Q) E _ U 0 0 0 U 0 0 0 En 0 a Q) Q F_ NOTE: INDIVIDUAL PRIVATE DOMESTIC WATER BOOSTER PUMPS SHALL BE PROVIDED IN EACH HOME TO MEET THE MINIMUM WATER PRESSURE REQUIREMENTS. NOTE: PROPOSED STORM SEWER SHOWN IS CLASS III RCP. THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE CL. III RCP FROM THEIR APPROVED LIST PROVIDED ALL PIPE, PIPE BEDDING, BACKFILL AND INSTALLATIONS ARE IN ACCORDANCE WITH THE CURRENT VDOT STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL. IV RCP SHALL NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. I REMOVE EXISTING 12" B.O.V. _ j AND TIE-IN TO EXISTING 12" DI WATERLINE 00 i{ O I SANITARY SEWER i I EASEMENT D it -- r DB. 3291 PG. 607 rI I.,� I x x, TMP 90P-7 ACSA CO � � ( I TMP 90E-9 N/F IAN FARIS WATER `t L�1, �* i �, ! TMP 90P-8 w; I I 0 CONNOR LIVING / N F ICNACIO 0 DB 4163 PC 261 TANK X o •� I+ I TRUST TARA L DE � + DB 5116 PG 289 CARDENAS TMP U —A2 c d rz, w a [I t _.--. .,;..v....• ' I DB 4060 PC 77 \Q N/F ALBEMARLE COUNTY PROPOSED 20' W E \ c7 � SERVICE AUTHORITY x°j �� SANITARY SEWER B 3571 PG 272 `, N- AVONPK-i-13 EASEMENT ............ 71 ..::.. LOT 30 37, 445 o.86 ACRES IMPROVED ASPHALT DRIVEWAY I ACCESS FOR (2) LOTi 24" \CMP �yo DB• 443-4 7 LiJIJV(>LALLulY L vl u NOTE: ALL TH UNITS SHALL HAVE ROOF E , w >^ I 5623, PG. 8 REAL PROPERTY INC \n� I DRAIN SYSTEMS THAT WILL COLLECT THE PROPOSED TYPE A I �' I DB 3692 PC 319 RUN-OFF AND CHANNEL IT FROM THE ROOFS BLOW OFF ASSEMBLY LdCATION OF SANITARY ROPOSED 8" SANITARY SEWER (TYP.) pF TO THE PROPOSED DRAINAGE SYSTEM. S58'48'09"E 114.92' TIq-IN CONNECTION SS '48'07"E 485.78' S31'02'03"W 3.10' r ' S59 3 0 PF r r' J , > Y+ + + + , , n 6" DI WATO D 1 F2 P EERLINE TYP. N OS .. u. Jrt r ,.e. .,., v..•'r..0 ,.r. aa.. ax .. :, uv °J,,.•++.. a.,, ,., }» WATERLINE J .T ,r _EASEMENT l r fi f)B 6z PG 4 S m a 4 r --- r I— I LOT• J:: I PROPOSED 12" DI WATERLINE TYP. r I ,•� I I ! I I I I I I - I 1 » , + , a , a „ a + +u.. , + .. , + , . .�-.,mom— .+ r •a ., •<, +,: s a _ I. I _. ,. _..._ > �-• � ' . .ram'. I ISO.. I — � . LCJT ,, CI ). 4 2 2 I •� z 4 DI WATERLINE I z PROPOSEDfi •.I I � } I 1 • •i + , , I I r I I 6< :� I r •r• lI ' TT > I 3 :I. � r I z .• n PROPOSED SANITARY SEWER i : , J .. .Q' I !SERVICE LATERAL TYP. le I I , . .. + w , a ' „ I. r , .. 6 M S ....LOT ... I .. :.. -� ee I / •r I S F L _ J o� a'• :I~ r.. q i a - f S iII e , i Y 4` 1a 9 - I .J .1' 1 •3.' P d a r ==� ` C � Lo -1 r .a • • 1 G �. r. i E i i L• • s., Zt — 1 1 w 1 I c� t I .• R P ED X TEE:. PT O S 0 fi 6 :f ryr ;•J N�• I N — rrrl is 1' Y 2 611 G v :�D 3: I .� O / LOT 2 _ _ I "5 , � �4 1 0 020 SF a b. 4, 4 _ I s �T • I• , 0.92 ACRES .. I� O I r� I o IJ• 1,. i .I 1 - r-� - r . I• � 1` -V-I�. r' r r, -•.v " r. d Q r. Y .rl •' .I r. >. t� Z I� • T—oi •ti• • p.Iz I• . Q I •'i I• $G1q..t .I Ni p ^.a a .1+ T 1 a � q I O: T I I I � r I• r• I.: yr O 1" IbpI i •J� •r. f WATE • ROPOSED 81S RYSEWER TYP. I I I J I :!��UA:I � 'TMR ii i I CBORAEDPROPOSED I —}, _ ROPOSED fi 9 o BEND_ E LATERAL TYP. '� • I I EATFEFRI XESSERVI I i I i : , , OT .1' I .r I I I � 1 1 11-1 v../_v 1 11 1..,.. BLOLO W OFF ASSEMBLY TMP 90-30A NOTE: ALL PUBLIC WATERLINE N/F CARY D OR MYRTLE T BROOKS NOTE: ALL PUBLIC WATER AND SEWER EASEMENTS SHALL BE PLATTED PRIOR DB 1191 PC 396 FACILITIES SHALL BE DEDICATED TO TO FINAL SITE PLAN APPROVAL THE ALBERMARLE COUNTY SERVICE AUTHORITY - •1 +al CONCRETE k. lu 16 Y ,r '+i jI11 t.: �J 1 os D PROP a E z PUBLIC UTILITY Y a 5' 4� r Y T+ t I EASEMENT DB. 5623, PG,443-487 - `,;'• Jl. , ;•, ti °::'•fir%' T t I IF IN MON I ® 0.28' I --------------------------I TP ..�.�-•.?t�,I--•-.--------- --`-* I I'18'07"W 1,072.99'(T) GRAVEL SCOTT R. 7LI 4 F--i Lie. No. 0357911!tl ' 12/17/21 IZI*I'mrONAL ul C Z c Lu 0 L C � Z Z u o�m�: 0 ,< FCj Lu U w = cn (. z c u s J Z v u0 Lu Cy-1 t 1—T WLu r i.i L H m L Lu F C'7 N co N 0 N N 1 Q r W W CONCRET a N L.i.. LOT 3 37;445 U o.86 ACRES W� 1 iZW W rV tn O LL1 JOB NO. 112066 SCALE 1" = 3Q1 SHEET NO. 4 a I z w V) z J J O U 0 _ O N _ O U _ Qt 3 to to N CL x O O t �a O t 3 Ot C Y .Y _ 0 :1 V 1_ N _ O U L 0 �O C 0 0 U L N _ O U O "D v E 0 �N U L O m v 0 CL L. Q a 0 0 .n 0 _ a i _ 0 S` 0 CL 0 0 c N U 7 v 0 Q. 0 _ T O E _ 0 0 z or w W z C) z Lv co z J O U 4— O T L a 0 a 0 •N U X L 0 to {> C E 7 V O Qt O •U 0 w _ 0 _ Q 0 TH or, V. V H 0 046 �_lll IR L I N S��'Z VARIABLE WIDTH 0 SCOT7TR.K o glt: N - 0357 SWM FACILITY U Lic. No 035791" ACCESS EASEMENT F 12/17/21 PG N DB.5623, -443-487 C C)v L WAL PROPOSED RIPRAP OUTFALL INTO I I T___ OUT 77�7-17 ROADSIDE DITCH j�. 24" 'MP 710�_ cn 2-4A V) IYPRO ED ASP,�ALT DR VEWAY Rl Lu A 0 SWM2 ESS FOR (2) LIOTS u z 0 u Lu LOT 30 2 r� u V) —377-,-445,S Lu V) z V) o.86 ACRES z U) C) Lu U) z Lo uj cc ce co V) 0 00 ko 00 00 Zo 00 ou \x ect, Ln 00 Ln fq 0 0) Ln Ln 6 00 0 %D 00 _20'GRADING 2oGRADING CACCAACKM >< EASEMENT Q) I. -I U) _j Z< 4 z I I : I DB --- -1 \ I I -1 -4 x x x DB. 3291 PG.607 .3291 PG.607 D A Wk 1p w r1i r,' mom Zo cli rq cla ;6� 69.2 IP v-i r-1 x x 012 0 TMP 90E-7 F4q cl_� PROPOSED ao'MAINTENANCE CO CO TMP 9OF 9 NIF IAN FARIS &ACCESS RETAINING WALL L6 O'CONNOR LIVING TMP 90E-8 EASEMENT 00 1 DB 4163 PC 261 NIF IGNA CIO /D13 c, go TRUST PG I- P� 40, TARA L DE -5623, -443-487 x LO DB 5116 PC 289 P, --4- A4 4 DB 406OPC 7 a., LQ CARDENAS �MP 9U A2 NIF AI)PEMARLE \COUNTY 'a, Y. SER VfCE A UTHONTY < PROPOSED 8" HDPE ROOF DRAIN SYSTEM I I RB 13571 �C� I I W1 io'PRIVATE DRAINAGE EASEMENT cy) PROPOSED 8" HDPE ROOF Lj13 PG ASSOCIATION INC r c NOTE: ALL TH UNITS 5HALL HAVE ROOF CD I 1 6�� -5623, .443-487 REAL PROPERTY. 1 0 cyi 0�1 b CF) DRAIN SYSTEMS THAT WILL COLLECT THE DRAINAGE EASEMENT �yc �,DB �692 PC, 1,9 J DRAIN SYSTEM W/3.o'PRIVATE \61 4� rolol. (OR") (0 w 0 0 6-' -,,BIYwf 06 RUN-OFF AND CHANNEL IT FROM THE ROOFS VARIABLE WIDTF cn IF17 <i ;r (0 P---' ACCESS EASEMENI -5621 PG-443-48 ' 7 690' -4 6 PF TO THE PROPOSED DRAINAGE SYSTEM. SWM FACILIn S58'48'09"E YJ0.92" FTRWW 669900 rBWW 688 8W, 6§, S31 Ops,w 3.10 68*48'0'��'E485.781 .5623, PG-443-487 Tw 688 S513 21'51"E -PO.96' Bw 68 BW 687--, CD cv) -4 ..... 3-4 CN F_ 7 90 1�7 L�v I ]11LQT Q > z 6 9 LOT ....... Ld Lu 6 BW 68 ::p 3 r �AR-��6 ;AR= _j 777 2 V EbT:;� G AA,,q�q 6 A (j) Lu F U) q , U I I -ALL Flljt LLJ L z 0 CONCRET T. m �,4 <z) TW 689 5A 20'PRIVATE fro LL_ 0� Bw 686 110 Jl; .1, "U", DRAINAGE E5Ivl I _VARIABLE ...... LOT 30 E 6 PG. 8 -�I)13-5623, 4.3 1 .;�WIDTH SWM t 'El ____ 29 --37-,445 SF -Tt jill "FACILITY LOT OT-0-, 7r .... s-Q T71. 06 0.86ACRES, W CCESS d.92 CRE� EASEME� �F4 i�� iE� Bw 685- 4 LLI( �40,a?O SF 688 Q 4-- ;UtJ.5t)2 Lu V I':.- I. -4E IOT :�::� - �:;� - .. I - - - 7 77" z a ku CONCRET� lo'PRIVATE FE� ... 74 RA 614 INAGE :14 L�A EMENT Z) P14 a6 0 Z.1 23, PG -443-4 . . ..... ............. . 4- 87 1110 ul 0 19 PROPOSED8" U2O z LLJ W 4 aO N uj Vj HDPE ROOF DRAIN P 47, SYSTEM W/ io' A' 00 6 O,i7il PRIVATE ��t MAI GA 00 �i- 10 Lot! 77 q U) L 0 ...... L07" DRAINAGE EASEMENT pm_ pm� E ou 8: DB.5623, v PG AD LOT; 0 -443-487 w 4 0 6 c 3 LLI TW 687 L kD F IN MON, ;a-- 110 %D Bw 68 9 0.28' r Tw 68 .Z BW 684 ... t TP --v T_ IF c:) PROPOSED 8" HDPE N5P'18'0�"W /1,07).99' c:) ROOF DRAIN 0 00 GO Nt CA 0 00 ko 0 co 0 00 ko -t rri _cb -t 00 w %D VSYSTEMW/io' 00 co D %D W Ln., Ln m 114 104 rl rf ap ;D 0 G, %D PRIVATE DRAINAGE Q ko ko ko ko LD w EASEMENT PROPOSED8"HDPE 120- DRAINX�E t I —DB.s623, PG-443-487 20'PUBLIC ROOF DRAIN iESMT DRAINAGE ESMT SYSTEM W/ io' _______TDB-5623, TMP 90-30 _____----DB.5623, PG-443-487' /Z PRIVATE DRAINAGE 20'PUBLIC UTILITY PG.443-487 b NIF CARY D BROOKS JR EASEMENT _ESMT TXP 90-30B /l DB.5623, PG.443-487 DB.5623, PG-443-487 NIF JOBN 4 OR RUBY T BROONS 0 Lu DB 4858 PC 406 ce XISTING MANAGED STEEP SLOPES TO REMAIN TMP 30A �o -DBI1191 PC 396 1 Ln JOB NO. 0- TLE Y,E NOTE: ALL PUBLIC WATERLINE NIF CARY D OR)MYR , BROOKS1 GRAPPIC SCA 112066 NOTE: ALL PUBLIC WATER AND SEWER EASEMENTS SHALL BE PLATTED PRIOR DB I I PC 396 30 0 0 30 60 120 FACILITIES SHALL BE DEDICATED TO TO FINAL SITE PLAN APPROVAL I I ll I I / 1, 1 11 SCALE I -THE ALBERMARLE COUNTY SERVICE 7— 6mm I = 30 AUTHORITY ( IN FEET SHEEr NO. inch = 30 /ft. E 5 w N z bi 0 0 U) c 0 x Q) Q) 0 0 41 0 0 c 0 41 0 0 CL E. z] CL 0 4- w Q) -0 0 0 QL L) _0 CL W E -a cl� Ljj Ld Z: F5 z Ljj V) 0 CL 0 x 0 E 0 0 0 cn w M Kl�_ � � �ot I GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. 774REE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN 774E PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER MD774S SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO WOT STANDARD PE-1. Z COMPLIANCE WITH 774E MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON 774E TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTL Y ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR 7741S PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE WRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 0774ER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. 774E SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY MD77-1 AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA 77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI77-1 A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CO-2 OR U0-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE K17H THE WRGINIA DEPARTMENT OF TRANSPORTA/ON SPECIFICA 77ONS UNLESS 07HERMSE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACT70N BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, 11, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE lS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE- BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. TYPICAL ROAD SECTIONS ITS 1 I I I I 3/1G STEEL PLATS WELDED NOTES: I i I TO P05T & GROUND SMOOTH 1. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS. I A 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS. I ' I 2-1/2,' DIA. GALVANIZED 20' REAR SETBACK 20' REAR SETBACK - STEEL POST. PAINTED WITH i --r 24'x8'. i .-•------- i I 2 GC)ATS OF PRIMER DECK/PATIO I' . . �_J16'x10' I I AND INSIGNIA YELLOW--- --�- I r----------------- I. I. i6'. I . DECKI.PATIO • • " I I -=---- --------- i l " DIA P / 3 4 STEEL IN W HEAD I. . �. 22' . . . . �.I I W/ 3/8' DIA. HOLE FOR � I. I �. %6'x40` I I LOCK LOCK I" TOWNHOUSE' I• !. UNIT'. . . .TOWNHOUSE. I I FINISH 5uRrAGE RIM R/W i . . . . . UNIT . . oasr'' GG-6 AA�ilALII II II . . . STREET CG-6 STREET MTREE I II I ` r T*tWr a v 3 VIA. GALVANIZED _ 4 _r-- � y a " I ¢ I" 2o'=' MIN. m • ' " ' 20'x2o' MIN: I I STEEL PIPE SLEEVE nasr. r ovnw ia5' RAWW SW GUTTER MMWAY 7RAMWAY PARIOW LAW GUTTER 9oEWoux m I G 4 . . . " GARAGE . i � CPAINT ABOVE GROUND �' I aa' a c •�• a ze C•PLAMdX)37W EMSE ORO" I � I. ".,. ..I (-,I PORTION SAME AS P05Ta Y, cv i L--------- IGONGf�ET1~ FOOTING - to TYPICAL PUBLIC fIATfIA1�A1' STRX" S'LCTION JPITfl PAR AV ON Offr SIDS' (55.5' PrIP fiT BON) I Z coNc..':::...0 I CONC. " :.'.9.M1N.'.: I 3/16' STEEL PLATE W>nLC1ED - T 25 Afpff DESIGN SPEED I ' 0 it j %'DRIVEWAY. NOT TO SCALE I I • :. j ....:, ::o:n TO SLEEVE 12" NOTE. DRILL A 13/16' DIA. HOLE THRU _--- 5'FRONT :._�: i I �5'.ERONT'.'. I pOrH THE POST AND SLEEVE FOR SETBACK _ I E TRACK PIN PLACEMENT, a•'`4. 5'`iOhlCA S/w .-4 ° s'cpric,slr.. •'d •� 3 BOARD WOODEN FENCE DETAIL TYPICAL 16' TYPICAL 20' NO SCALE TOWNHOUSE TOWNHOUSE I _I. I UNIT UNIT ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUC7ON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA DEPARTMENT OF TRANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 774E PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI774 THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 0774ER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Nl. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY M774 OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 1 j " SM-9.5A SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR 21B DEPENDING ON ULTIMATE TRAFFIC LIMITS ~f%`�/�/��j AND UNDERDRAINS ��%�/\ SUBGRADED ASPHALT PAVING - ROADS NO SCALE PROPOSED 1" OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE COMPACTED SUBGRADE Illllllllllllilllllllllllllllllllllllllllllllllllllllllllllll ,v A _- ASPHALT PAVING - MILL/OVERLAY NO SCALE I IPT 1, 1 E_ I oLO Li ] TRIP GENERATION SCALE: 1" = 200' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) TOWNHOME UNITS - CODE 230 ANOKO CT & DESOTO DRIVE (WEST): 16 UNITS PROPOSED SECTION OF HATHAWAY ST., 28 UNITS ADT: 94 VPD (47 ENTER/ 47 EXIT) ADT: 164 VPD (82 ENTER/ 82 EXIT) AM PEAK: 7 VPH (1 ENTER/ 6 EXIT) AM PEAK: 12 VPH (2 ENTERI 10 EXIT) PM PEAK: 8 VPH (6 ENTER/ 2 EXIT) PM PEAK: 15 VPH (10 ENTER/ 5 EXIT) DESOTO COURT & DESOTO DRIVE (EAST): 12 UNITS ADT: 34 VPD (17 ENTER/ 17 EXIT) AM PEAK: 5 VPH (1 ENTER/ 4 EXIT) PM PEAK: 6 VPH (4 ENTER/ 2 EXIT) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Hathaway Street 164 5 214 4 4 9.39 SM-9.5 1.5 2.25 BM-25 2.5 2.15 21B 5 0.6 11.7.5 Desoto Drive, Court & Anoko Court 94 5 144 4 4 8.01 SNI-9.5 1.5 2.25 BM-25 2.5 2.15 21A 5 0.6 11.75 Access Road- Asphalt SM-9.5 0 225 BM-25 0 2.15 21A 8 0.6 4.80 EMS EMST. EMSTT a EXIST. CRM TYPICAL PRIVATff DLSOTO STRL'la"T SAL^IION' XITht NO PARTYING (49' FIMH RON) 25 AfPff DESICIV SPEEI9 NOT TO SCALE TYPICAL PRIVATE' ANOAV C17URT SAVT'ION 1VITH PTRPLNDICULAR PARLYING (55.5' )lIDTlI ROJIP) ,25 AfPfl DESIGN SPEED NOT TO SCALE �7- asr. aeanva ES TrPIC�L PRIVWTS PKFOTO COURT FZCrf0N #rfr I PffRPfNI�IC'UL4R PA-RD.NG - 47' PRIVEIT.' ROAD ('PRIVATE' ACCESS Z.4SZffZjVT) 25 rLIPII IJESIGN SPEED NOT TO SoAflz �I 0' MOT 21A S70W SUSaASE & 2' SY-9*5 �ASFHALT TOPCOAT 09sr C2i0UfYa EMSL GROUM r AsrrUAcr IXAWXRXY ZO' AvaSEMEvr TYPICAL .4SPIIALT .46rA S'S SAlYON IDh'1YE/i'AY SHALL HAVE A .8X SUPE ?ELEVATION TO THE EAST NOT TO SCALE DOUBLE -SIDED 6' HIGH WOODEN PRIVACY FENCE NO SCALE z W E E O V [� z z z U of W W Z _j � a z H cU) z W W > a E m I- r CC-9D EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION JOINT -w n� z D x w EXPANSION JOINT EDGE OF PAVEMENT R' A WIDTH OF ENTRANCE,, d EXPANSION JOINT- w Q z � J U iR w, CURB INCLUDED IN w w 3 ENTRANCE GUTTER v In z r W I w FLOW LINE ENTRANCE WIDTH DESIRABLE MINIMUM 10' 0 UTE MINIMUM ' 1 ABS UM L N d 2 A-00 HALF PLAN WIDTH OF F PEDESTRIAVN�0 V _ _ -fir 1 LIMITS OF PEDE ROUTE ACCESSUNPAVEDTE SF VED SPACEN-TRAVERSABLE NIDTH OF FNTRANCF t ECESSOROUTE STR �y NON -TRAVERSABLE aT / , ,PE LIMITS OF PEDESTRj, ROUTE l PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADDITIONAL RIOEIT-OF-WAY IS REQUIRED IF THE LIMITS 1� OF PEDESTRIAN ACCESS ROUTE 91 EXTEND BEYOND EXISTING 3 OR PROPOSED VOOT RIGHT -OF WAY ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS _ •Q• UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A . y • �. FACILITY THAT CAN BE APPROACHED, ENTERED AND �, • p. �. USED BY PEDESTRIANS. o , o , a • o )IE IF PEDESTRIAN ACCESS ROUTES ® ARE BEING • o. a. a• o• o TIAfCS�LPIS REQUIRED WITH A MAX 2ROSSOE. SECTION B-B WHEN USED IN CONJUNCTION WITH STANDARD CO-3 OR CO-7, THE CURB FACE THIS 2'-0" , STANDARD IS TO BE ADJUSTED TO0 MATCH r--�'i THE MOUNTABLE CURB CONFIGURATION I UNPAYED SIDEWALK SPACE PARABOLIC SPACE CURVE NORMAL GUTTER A•r. . �i. . a. • a• 4 00 •sopoq�`gvo *0xIT0 fOX CHANGE qoo 0 0 0 o.goRoQgobc.oq�' 'qa oo:a�o. o.o 6" AGGREGATE BASE CLASS A3 ( I.E.S.) CONC. TYPE I SIZE 216 5'-0" POINT OF GRADE CHANGE 12% MAX. SLOPE FOR F BUILT CONCURRENTLY SECTION A -A XVOOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 203.03 07/15 dIE X X 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS x X x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS STANDARD ENTRANCE GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION e. n. • %O Z. • Q• o •o . o • . ...... 0 0 0 SECTION C-C 2'-0"� • G • 9• • O ♦ 6 . O • o 0 0• a• a. o G q o SECTION D-D SPEC IFIC AT ION REFERENCE 502 GR-2; 2A 27; 4 MIN - 28Y4" MAX RAIL HEIGHT 3'-11/2" 3`1j2'1 '3'-1I1/ I( II (I II lI II II lI GR-7 GR-2A (W-3" POST SPACING) (3`-1'/z" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. G N e T H 1 x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD FOR DETAILS OF POST AND BLOCK OU S SEE SHEET NO.50 .05. USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 50.1.D2, x WHEN NESTED RAIL OR ADDITIONAL RAMS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII 170 `CR-2A THE POST SPACING WILL BE W3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHA LL. L S VARIATION ;OF MORE H AOT NOT BE Ei WITH A ARIA O e THAN !a PER F F VERTICAL. W- EAM LOC' UTS AND POSTS SHALL BE FROM E B B tQ H L T I WITHOUT ALTERATION 0 FOR AS P SE .AND ALIGNED W U AL ER . ON R FORCE, PER SEC.TION 505 0 THE SPECIFICATIONS. E C ALL GR-2 AND OR-2A RAIL SHALL BE MANTANED AT A HEIGHT OF 27Y6 MIN - 28�6" MAX AS MEASURED D PER STANDARD OR -INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE F ISHED'ROA DWAY. . THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR F F T H P Y R STANDARD GR-2A .ALL BE APPROVED THE ENGINEER PRIOR TO INSTALLATION. B LAKE RATES S DESIGN SPEED INSIQE SHY LINE BEYOND SHY LINE MPH SHY LS FLARE RATE FLARE RATE 70 9' 301 15=1 * 50 W 261 14.1 * 50 6.5' 21:1 11:1 * 40 F�, 16.1 8:1 #• 30 4' 13" 7:1 * *'SUGGESTED MAXIMUM FLARE RATE F I- 1 SYSTEMS. OR SEMI RIG D BARR ER S .ST_MS. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND 51CNE0 DRAWING S d FILE IN THE CENTRAL OFFICE. I N L VQ T REFERENCE ROAD, AND BRIDGE TANDARDS - S TAN T A l S NDARD BLOCKED 0U W BEAM GU RDRAL SF ' z REVISION DATE 221HEET 1 o sIoN D E (STRONG POST SYSTEkA) 501.04 08/114 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 6" MIN TOP OF 4"-1 2„ R CURB $ d 6„ 13" .e •, a,4 o A. d 4 ' 0 7" n a •d d •Q• n d d ' 4 P _ ��✓ dri 4 .sd5`� d" od 4 N• 6 jj F 2, STANDARD CG- 6 CURB & GU TTER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) .4 /Il1Aln CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: IN UARE YARDS) RNING RFACER(AREA DETECTABLE WAHEN SUIRED IN SQ 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12;1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. a 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS 50 MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 101 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE 70 BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5. MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B I I BEHIND HI STOP I EXISTING G LIGHT PO S F RE BE LOCATED BE ND VEHICLE S 0 LINES, EX S N L G LE , PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS, 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND a� THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1 MAX PERPENDICULAR TO THE CURB. xx iC 5. MIN 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT f ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' MIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. , "� EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT X.;IC ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 6"-2.4" C-C tQ CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --I o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 0 0 0 0 0 0 0 0 0 0 0 0 - THE BACK OF CURB. o 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP + c� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 50% 65% OF BASE DIAMETER TOP DIAMETER O O 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING a AT BACK OF CURB I _ -I 0.9"-1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. �' BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 GR-2, 2A 5 WASHER 31g I � �` , S I .. /g x18" BOLT & NUT -- -- _ Yq" HOLE B;,xt'_2" �4 "HOLE - 5"x TREATED PINE BLOCK OR 6"x6"x1'-2" a"' HOLE < $ RECYCLED MATERIAL._ TREATED. PINE 6 K OR RECYCLED r-' �`4" GALV. STEEL lOD;,o MATERIAL COMMON -NAIL w SEE 'NOT 5. w ...E �� I T 6 WIDE 13LOCK0U FOR USE REPAIRINC`DAMAGED GUARDRAIL 6"x8"xt'-2'' N .WHEN CONTAINING STEEL BLOCKOUTS. TREATED z PINE BLOCK z / R° BLOCKOUT FOR MAINTENANCE TREATED till REPAIR ONLY SOUTHERN PINE _ _t 7.9 v I 7Y'I" LESS THAN t-0" %" HOLE---' 6x8 WOOD POST ' 4"x 8"x1'-2" TREATED /e PINE BLOCK. STRONG POST " WHEREHE 4" WIDE BLOCKQUT REQUIRED T GVARDRNL STANDARDPGR-10 TYPE IIIOR STFFp SPECIFIED BY THE: ENGINEER IN THE FR PLANS. py 4H 4,; DETAIL A N" DIA POST MAY BE HOT ROLLED OR WELDED. HOLE B.,, N HOLES GUARDRAIL INSTALLATION SITES REQUIRING LONGER 1 GUARDRAIL POSTS ' cv I 4 + NOTES: II 5/g"x10" BOLT TREATED PINE w 1• ALL BOLTS, NUTS, WASHERS, AND OTHER o - II &NUT BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. - _ T - in "I = - - =I I III, I _I _ _ L III it RECYCLED- w 1 MATERIAL w 2. TERNAT -TYPE POST D`BLOC O T'MAY AL E S AN K_U INTERCHANGED Y R T I H E N AN ONE PROJECT WITH B0 0 C _. _ � ,, OR RESTRICTION SAME < !- •-� 1I W6x8.5 z THE THAT THE TYPE OF W5x9 POST AND BLOCKOUT`MUST'BE USED IN MY II SINGLE RUN OF GUARDRAIL. - 41 - _ - II a 11 'OPTIONAL HOLE p II TO FACILITATE A 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE, ETC. SEE SHEET NOS, 501.01 33/z" DIA HOLES ES_ O tr I GALVANIZING i 1 I&i AND 501 .02• 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP T F T AFTER " x 1 0 OR'e T OM O BLOCKOU E 8 0 _ _ 5/a BO 'T IS INSTALLED. L S S H E T OL , 6 sm BRACKETS A,ND; BRACKETS TO BE )(4" DIA. CRT POST STEEL 'POST SPECIFICATION . COPY OF THE ORIGINAL AND SIC ED DRAWING I5 ON FILE IN THE CENTRAL OFFICE. V 10T REFERENCE A GUARDRAIL AI ..STANDARD BLOCKED -OUT W-BE M GU D L ROAD AND BRIDGE SANDARDSI T 236 (STRONG POST 'SYSTEM, POST AND BLOCKOUT DETAILS) REVIs1oN'oATE SHEET 2 of z 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 `- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE &TURNBUCKLES 2'x2• HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4' MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4' CAL. SHALL BE STAKED. TREES 4• CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE CC-9B WIDTH OF CENTRANCE # ` � LIMITS OF PED. ACCESS ROUTE ® o LIMITS OF PED. ACCESS ROUTE, ffd V2 W.DTH OF ENTRANCE UNPAVED SPACE NDN TRAVERSABLE UNPAVED SPACE EXISTING OR PROPOSED EXPANSION JOINT I= SCEWALK OR SIDEWALK SPACE o WIDTH F ENTRANCE ew v Er LIMITS" OF PED, E'LAI MITS OF PED.E EXPANSION JOIN( CCESS ROUTE ® NON= TRAVERSABLECCESS ROUTE 1 Ej w � U r? 4 CURB INCLUDED IN z PEDESTRIAN ACCESS ROUTE DETAIL WITH & w ENTRANCE` GUTTER F WITHOUT UNPAVED SPACE � z t-- w z to C.1 ADDITIONAL PtHT-OF-WAY IS RE IRED IF THE LIMITS 2- 0" OF PEDESTRIAN ACCESS ROUTE.: EXTEND BEYOND { in FLOW LINE z EXISTING OR PROPOSED VOOT RIGHT -OF WAY. 1 O� • a. U. ti. tt- a w ��-- � ENTRANCE WIDTH EXPANSION' JOINT DE IRABLE .MINIMUM 16' ABSOLUTE MINIMUM 12' ®PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS b- • e . b. UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT , 4 b��oo040 PATH' CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT .CAN, BE APPROACHED, ENTERED AND EDGE OF PAVEMENI USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT IV TO BACK OF CURB, MINIMUfd WIDTH SHOULD BE 6'. SECTION. F-F C HALF PLAN F PROv DM A MINIMUM V ITRAVCRSA®BLE" IOTH G 2'-.U" IS REQUIRED WITH A MAX. 2Z CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD p 6,+ PARABOLIC CG-3 OR CG-7, THE CURB FACE ON: THIS STANDARD IS TO BE ADJUSTED TO MATCH THE UNPAVED SPACE` SIDEWALK SPACE `^III CURVE MOUNTABLE CURB CONFIGURATION. vr•' c+t: .moo .Q o• ov NORMAL GUTTER _ hn lam... - �-- X. ------=---- - SECTION E-E oo. o� x TO 1OX CHANGE 0 o. o CLASS oYo Yo:.o 4Y 400 o.Q4 paYo'?oo �.�o`�'Y A3 (H.E-S.) CONC. 6" AGGR_ BASE TYPE I SIZE 21B a• ' 51-0, 12% MAX. SLVPE ( 5' 0" ®, POINT' OF GRADE CHANGE FOR CURB AND GUTTER ONLY )IE • ti. • Q. FOR 'SIDEWALK. -CURB AND GUTTER x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUV 19' INTERVALS _ BUILT CONCURRENTLY x x C-C 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERV.AL AND SECTION B Y• MAXIMUM DECREASE FOR 5UCCEEUING MINIMUM 10' INTERVALS SECTION D-D SPECIFICATION \V DOT REFERENCE STANDARD ENTRANCE GUTTER ROAD Af$1 BRIDGE S[ANDARDS 602 REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 20}.02 1992 FENCING AND ARMORING CORD FENCE PLASTIC FENCE CO RRECT METHODS OF -TREE FENCING 11\ A tlpltiM f r f 00 09 CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE 3.38 Source: Va. DSWC Plate 3.38-2 III - 401 SCOTT/R. CZ)f LINSZ Lic. No. 035791 5/24/214 jaNAL E��t V) Z Z O Q CE a a U CO W U) � J O > W ce co • RIM zLLI W J� w -1 L 40 • W Vl z �- II-4 U_ ❑ 1 06 W 0 LL z z 0 Q rn O LLI ce _ a LA JOB NO. 112066 SCALE AS NOTED ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BYALB EMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OFTHREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. so. TREE ARE NOT PERMITTED IN THE ACSA EASEMENT. S CS S 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13, THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BYTHE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" 24' ININITIAL BACKFILL e" w 81.W. MIN MIN, MIN MIN, ZI :. 6" BEDDING t s:' #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a'M1 UNSTABLE INITIAL BACKFILL 4' MI a° 6" SOIL Alhf Mlyd.- MIN MIN. #68 STONE -,_GRANULAR FILL AS _ 'APPROVED BY ACSA �AB__•�'. . _ OR _0( I- � - STABI E'a01L OR ROCK, N OTE I. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 1THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OU L IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION BEDDING NTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -- 1 5' 1 1 I 1 5' 1 F WATER SEWER 3 A o d E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT [IF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 WATER 2a00 P.S.I, TD-I PLACE 5' GALVANIZED " WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `ol AS OIRECTEO. MARKER LOCATION MAY 13E SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� VALVE BOX W/ LID M.J. GATE VALVE LINE CONCRETE �' y THRUST BLOCK 2'x 2' BEARING AREA. ` 4 d 4 d 'Q a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG- W-5 TD-9 15 1/2" E.I.I.W. 1574 CAST IRON CLEANOUT FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED AROUND CLIFANOUT CO`lER� SEE PAVEMENT {-+-7-1/-2" EXISTING GRADE REPLACEMENT (3500 PSI) I REQUIREMErTTS I - I PVC FEMALE CLEAIJOUTADAPTER " 1E''''s?''hl • WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP � ' f „a„A \] KOR N SEAL No. 5406 10 AWS' " WITH 10 1/4" BAND _"'--PVC PIPE SEE BACKFILL AND BEDDING BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE% SANITARY LATERAL \ '' t <''<' N1YE - -i"% Y g u3. c r.. _L 'A BOTTOM OF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-0FWAY A v I FUTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) - •: - ' t. ' CAST IRON CLEANOUT FRAME AND LID tr_f - t• h s x 6; l.. rr '.d - - - - - - •--• - .,""ham,... r.. 'f ..a�1= :;.\h, f ��;q:'v' .., v°C ��^: ..vM":4':": %) '+.;;��; •; 17-: t`'�'`i�; r VJYE SEWER LATERAL ;r'.��•" ` A I' A CONCRETE 451 BEND COLLAR I PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS FOR ALL BENDS -` raw 45� SECTION 1-1 45' Max 10.- L -- -- 45 mG PLUG I 1r 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. BED DIriG AS M REQUIRED i x SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CURD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 45 22 1/2 2.00 1.50 2,25 2.00 2.60 2.52 0.15 OAG 2.00 2.25 2.5Q 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8•. 45 2.66 2.66 2.77 0,26 22 1/2 1.66 2.16 2-69 0.13 3.15 2.91 2.66 0.32 11 1/4 1.66 2,16 2.67 0.13 90 4.33 3.83 3.42 0.83 10" & 12' 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0,24 3.83 4.00 2.83 0.52 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 Tn-s I" COMPRESSION x 3/'4' MALE PIPE CQVPLING 'DR APPROVED EQUAL O 1- TYPE 'iS' --- SOFT COPPER FOR USE SINp_E FAMILY AL ERMCHEG RES1QENiL1L sFRMCES OR DUAL RESIOENnAL AND IRRIGATION SERVICES. I'*I"AI' TEE O NOTE: NO SWEATED FIrnNGS �. DUAL SERVICE R 1- COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SCF7 COPPER (D FOR USE ON DETACHED SNCLE FAMILY RESIOD TIAL SEANCE '*HERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLE'S SHALL RE UaFD ON PVC PIPE. CAST IRON UD RMSHED GRADE 10-1 LOLL �-I - METER BALL ALVE INLET @ Box WTLET) _ 3c MIN. GOPPERSETIER 1/L BEND COUPLING ems- I r - METER CpiPUtA"nOn STOP ERCK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION 1" METERS) NTS FIG. W-6A TD-10 12" 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 11' MIN BRANCH 2„ FLEXIBLE CONNECTION I NOS` WITH STAINLESS STEEL ALL CONNECTIONS TO BAN EXISTING MANHOLES SHALL D H CORED AND A FLEXIBLE BE OR LE B w CONNECTION BOOT " o INSTALLED T TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NT3 FIG. S-I-B TD-27 Top View 80, 6" MINIMUM 4' MINIMUM 4 4 1 4" MINIMUM 4� d 0 4 NOTE: RESTRAINED JOINT FITTINGS. - - - - - - Side View _ _ _ = 42" Minimum 4' CertlffcatIQn of 95X iI compaction required �•(� I Iu d. 4, Golvanized Steel Beam, I I v W12 x 14 (min. size) 4 45- 3' min. penetration into undisturbed soil or as approved b the U PP Y ACSA. _ K _ I II � II�JII-1 TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W-36 TD-5 NOTEI MII'd. SO` DIAMETER MANHOLE o y REQUIRED. NH. YTEP �`IrrflJ D200 !4",N-TOLE PVC CROSS A, a o. USE APPROVED FLEXIBLE RUBBER o- r- E00T. 3 A' IT srD� sDuruFlc ..� DROP RIPE PIPE STRAPS t ,,/``_- (NT.ATNLESS STEEL) /f �J SPACED EVERY y ^' 8" VERTFCALL t --90' XESTRAINED BEND 1 SE:NER iNFLUPENT IPE "4 4 PIPER y E PLAN PROFILE MIN. 4+ PENDING WITH NO. 6R STDNc 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMI NED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) F EET. 2- VERTICAL DROP PIPE SHALL.BE SDR 26 P_V.C, SIZED THE SAME AS -THE INC(RAING PIPE AND CONNECTED 10 THE DROPfTTTING WITH STANDARD CASKETJOINT. 3_ VERTICAL DROP PIPE SHALL BE STRAPPED TOTIME MATIHOLE A T PIPEJOIPIIS- STRAPS SFIALL BE MADE OF STAINLESS STEEL 4.5HAPE INVERTAS TJEEDEDTOPROVIDE SIMQOTH TWnrTiON FROM DROP CONNECTION DISCHARGE POUIT TOSPIHNGDNEOFIVIANHUIE INVERT. 5_ DROP CONNECTION DISCHARGE FITTING SHALL BEQPJENTEDAT45 DEGREES, INTO THE FLOW_ 6_ VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS_ 7. MINIMWA 72' DIAMETER MANHOLE REQUIRED FORA SINGL 14" OR 12" DIAtMETER DROP I:2NNECTI9N, OR PdlO8" DIAPAETER DROP CONNECRONS. STANDARD INTERNAL DROP CONNECTION FIG. S-1-C2 TD-30 � E n o $ A L Ew� a v 2 8� a J Y 9 o E u uCL a E E L9 L- I �1 Gr m ivU � lax v AEa� p E g E z C� o6og ;, 1 °tery O N cmE rv"N�3UU� C Z u N W - a W J 4 o� va 1 0 - a0 Z w < E o E N r l E+ Ll E �U �! E E zo �E Nu vom O z < s s 0 O - E E I- E O iv E =T E s E 0 E E _ `D E a u Lt j 'u N rvt6 nu Vl� .4� U_ TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 FINISHED GRADE =ITI 11r Fin F_-ITITI i �I i I� i ITI _F TRENCH ° REDUCER a 4 4-2500 P.S.I. CONCRETE THRUST BLOCK ------^------------ $ -- - --------------- UNDISTURBED SOIL lg' MN PROFILE VIEW UNDISTURBED SOIL - EDGE :.4. 24' MIR OF TRENCH g - - - - - /REDUCER 8" MN a'. d �.•4e 2500 P.S,I. CONCRETE THRUST BLOCK 8' MN e o. 1 - - - - - - - - - - - - - - - - - ------ ------s------------- UNDISTURBED SOIL - EDGE 4 OF TRENCH ' 4 24 MN. NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D ID-7 PIPE SLOT / (2 PLACES) COVER LIFT NOTCH 12 3/8" 'HATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 JD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP(CROWN) WN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT } 4_ ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". o. ALL SEWER LATERALS SHALL AVE A MINIMUM COVER OF 3 FEET. 01 SALT TREATED FINISHED GROUND 2 x 4 MARKER s PLUG END OF MAIN LINE SERVICE LATERAL E TI S N C 4 45'0'0" rr IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS A,THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' + (270-) 18"-22" VALVE 80X 7 CU. FT. #68 STONE 42"lAIN "� 6" GATE VALVE TEE 2500 P.S.I. CONCRETE- BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, S-FEEL PILE---_ RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL W.T.S. FIG. W-4 SHED GRADE 711 r1 I -1 I I-1 I I 11=111-1111 111 AIR RELEASE VALVE BRASS OR BRONZE PIPE BROVFE GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WfrH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATER-INES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.Y. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS AG. W-9 ID-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 6" IN ANY DIMENSION 24"bfl INTIAL BACKFILL* 8 MIN (6" LIFTS) EMBEDMENT s THOROUGHLY COMPACTED SPRING LINE OF PIPE BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING T NO, 68$E 0 r QE I DD hly 6 max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NONE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPE D COMPACTED, AND CO ED AND ALL STONES REMOVED OR A 4' BEDDING OF N0. 68 STONE SHALL 13E PROIAD ED ' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S-3 TD-34 L. SCOTT R. INS1 Lic, No. 035791 � '5 5/24/21 o21 YIONAL Z Z J O Q 0 yy (Uj m W U) 0 J H o a� W ce ce LU N Q � N b O W � 2 a CA JOB NO. 112066 SCALE AS NOTED SHEET NO. 7 cJ Z fY w Ld Z 0 Z w (/l z J J O U O C al m O U. c N L 3 Tn a� x aJ 0 t 3 aT c v vi c 0 U L c O U c v rn sr -a C O U L U)v) I= O U 0 v G) E 41 O 7 > V i > } m O UI v t 3 to O O_ a c a 4a- -a V) (n 7 a� 0 c 0 t m a c v -Y `v CL O G) 0 t 3 S -v W U -a 0 L o_ G) v 0 C T O E c v Ca Z w w Z CD Z w U1 Z J J O U 4- 0 T ' d 0 a Q) } ZI U x Iu s 0 rn C as E U O v v a� 0 �U O a a v C a In c a a a3 m � po, I � I a 1�2.0a� HIGH PT STA: 10+01.56 HIGH PT ELEV: 687.85.OW PT STA: 11+59.82 PVI STA:10+24.06 LOW PT ELEV: 682.65 PVI ELEV:687.50 PVI STA:11+09.82 K:13.32 PVI ELEV:683.30 LVC: 45.00 K: 27.86 LVC:100.00 LO 00 LO"-Nn NLn 0� �0 co (0 o`er o�� n00 +� `- U b +� > > w U `. &IGH PT STA: 11+71.20 Lu `--- w PVI S A:12+11.20 INTERSECTION OF PVI LEV:681.98 HATHAWAY STREET ' L :21.67 C:80.00 {STA 1 +96.75} AN 690 DESOTO DRIVE (STA 690 0Q 6- -1.52% PROPOSED 00 Yr r" FIRE HYDRANT + C° `° ASSEMBLYw/ r \ di XISTING GRADE (TYP.) 6"x6"TEE & Gi > > 685 -4.90%3 5' MIN. {2} 6" G.V. > w 6 85 m 680 PROPOSED 6"X6" TEE (2) 6" G.V. 675 07 jj�PROPOSED 4" SANITARY SEWER LATERAL (TYP.) PROPOSED 45° VERTICAL BEND 0 0 \_PROPOSED 8" SANITARY 670 SEWER CROSSING PROPOSED iz"x6" CROSS, (1)12" G.V. & (2) 6" G.V. 665 PROPOSED 6" CL. 52 DI VATERLI •m 9+50 1.6'I1' PROPOSED 45*. VERTICAL BEND )ROPOSED GRADE (TYP.) PROPOSE I VDOT 6 80 <�4 -5.00% FILL TO BE PLACED AT 95% COMPACTION (TYP.) i •5 4" DUCTILE IRON SANITARY SEWER LATERALS 1.2' 670 OPOSED (1) 6" G.V. TYPE A BLOW -OFF ASSEMBLY an d m N r1 O^ . c (n O 0 4rl tof� ti '6 w CO ; ' CD Nm CO W r1 W O cDkD w W w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 DESOTO DRIVE PROFILE 655 No 13+50 14+00 PROPOSED TYPE AE EXISTING GRADE (TYP. 700 1 111A1 ❑T CTA. ln-LCGZ n7 LOW PTI ELEV: 687.95 PVI S A:10+63.48 PVI TLEV:687.36 26.88 695 L�c:115.oa 695 0 arC� Q 0o ROPOSED GRADE (TYF pc NCO ' L1J / w 690 Ld �1 > r 3.5 ' 0 MIN. PROPOSED 8" PROPOSED VDOT ROOF DRAT STD. CD-2 685 CROSSINGI ' - 1.0' (1) 6" G.V. 3.4 PROPOSED (z.) 6' LOW -OFF TYPE A BLOW-0 O---ASSEMBLY SSEMBLYw_ .- 0 a 0 0 PROPOSED 6"x6" TEE, 675 (2) 6" G.V. PROPOSED 4" SANIT PROPOSED 6" CL. 52 DI WATERLINE - SEWER LATERAL (TY 670 1 1 1 1 670 co w w w 00 cp PROPOSED GF G.V. & =F t )R� 4RY BL P.) AS 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 ANOKO COURT PROFILE 720 720 715 715 71 0 LOW Pj STA: 11 +16.94 71 0 LOW PF ELEV: 682.13 PVI TA:10+66.9 PVI ELEV:682.92 K: 30.73 705 L VC: 100.00 705 C-)ro co Sri 0)- cQ +� +CD co 0 700 > (n > 700 U m w INTERSECTION OF HATHAWAY STREET (STA 10+ 96.75) AND DESOTO DRIVE 695 (STA 695 1-1"-F5�'86 ) ------ EXISTING GRADE (TYP.} AD (TYP.) 690 )POSED 8 ►-" G.V. & 685 TYPE A- - - )W-OFF 3EMBLY t 59� 680 MIN. 680 PROPOSED 8" 1.8 ROOF CROSSING TIE -INTO EXISTIN( 4.9 1.5 675 1.1' 675 PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE (1)12" G.V. & (1) 6" G.V. 14 TO 1 670 9T08) 670 PROPOSED 12"x6"CROSS, REMOVE EXISTING 12111 (1)12" G.V. & (2) 6" G.V. & TIE-IN TO EXISTING is WATERLINE MH-3 TO MH-2 665 665 PROPOSED 12" CL. 52 DI WATERLINE 660 1 1 1 660 14 N ` tD W N M Cp 00 CO W 40 Lo fl wwwtD l0 Lo Zo 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 HATHAWAY STREET PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 iGRADE I.O.V. s" DI 13+00 13+50 NOTE: SANITARY LATERALS CROSSING OVER WATERLINE SHALL HAVE ADEQUATE STRUCTURE SUPPORT FOR THE SEWERS TO PREVENT EXCESSIVE DEFLECTION. IN ADDITION, THE LENGTH OF THE WATERLINE SHALL BE CENTERED AT THE POINT OF THE CROSSING SO THAT JOINTS SHALL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. THE LENGTH OF THE SEWER PIPE SHALL ALSO BE CENTERED AT THE POINT OF THE CROSSING, SO THAT THE JOINTS SHALL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATERLINE. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 23.A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 1" Ln 0� SCOTT R. LINSZ Lic. No. 035791 8/26/21 �vls Iy AL 4 z w E 0 U � z Z 10 ¢ 0 Lu 0 U W M F W V] � Z H H 0 ¢ul Z w U) F-1 N W c Ce L� V) ZW W z Ln w Lu `-`- o Vl W Q Z z J LL w I•-r � z CL 0 Z 0 0 Q rnrn t 0 w 1n JOB NO. 112066 SCALE 11� _ 501 SHEET NO. 8 mw � ► is 1b@La- HIGH PT STA: 10+16.98 HIGH PT ELEV: 672.81 H 0 PVI STA:10+34.40 PVI ELEV:672.99 K: 2.59 LVC:40.00 SCOTT R. LINS� 0 � 00 U Lie. No. 035791 � vo�� $/26/21 � � w StoNAL E� 675 > > 675CD H z W E 690 690 G� z Z¢u �- H � W I. -I J V) M ZCe Er W (0 co (0 C? o W �/ J 1■f� m W � ¢ Z6 a fin a L9 �i a� N 0 N z N P w W kD 0 n m z 10+00 10+50 11+00 11+50 12+00 12+50 -1 PRIVATE ROAD PROEI�E c~n W J < LL, oL9 z p LPL- a. 1 Q U H Q W Q ult/� Q VJ W z Z Lu 0 r v) a H W NOTE: ALL ROADWAY EMBANKMENT MATERIAL w SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 -------I mi ,Q INCHES IN THICKNESS BEFORE COMPACTION OVER Ur THE ENTIRE ROADBED AREA IN ACCORDANCE WITH C) VERTICAL GRAPHIC SCALE VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 p N 5 0 2.5 1 10 20 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 2iA OR 218, FLOWABLE FILL, OR CRUSHED GLASS ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER 1 inch = 5 fL. RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND b BRIDGE SPECIFICATIONS, SECTION 302.03G. In HORIZONTAL GRAPHIC SCALE a � 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 17+99.50 50 0 25 50 100 200 NOTES: JOB NO. 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 112066 PRIVATE DRIVE P R O E I L E 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WJL. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SCALE ( IN FEET } SEWER & W/L AND 1.5' OF SEPARATION BETWEEN WJL & 1f� = 50f I inch = 50 ft. SANITARY SEWER MUST BE PROVIDED. SHEET NO. 9 -2 00% m � LOW PT TA: 12+55. 0 LOW PT ELEV: 643.81 PVI S A:12+09.88 PVI FV:647.63 670 JK 15.fl0 670 -9-1- CDN �.r �w 665 �- •• 665 W m W > m 660 660 FILL TO BE PLACED AT 95% COMPACTION (TYP.) 655 HIGH T STA: 12 59.34 6jrj PROPOSED VDOT f-ttC P-�EtE=V� 43-49 STD. CD-1 P� I STA:12+7 .34 I ELEV:641 81 K: 5.24 LVC: 40.00 650 PROPOSED GRADE (TYP. 650 �, �..- N 645 •• m � U w 645 w EXISTING GRADE (TYP.) -8.37� 640 640 PROPOSED VDOT STD. CD-1 635 635 630 630 FILL TO BE PLACED AT 95% COMPACTION (TYP.} 625 625 LOW T STA: 16+�9.98 6, LOW T ELEV: 59�i.55 oa PVI STA:15+72.�5 620 -� � P I ELEV:594.9Q 620 K:9.63 I _ 615 Q� �� 615 PROPOSED VDOTJ--� • j v STD. CD-1 m � w w 610 610 - .- HIGH-P- TA: 1"6-+6-� �5---- HIGH TF�ELEV: 593t00 PVI TA:17+17.7 PVI ELEV:592.00 K:19.88 605 PROPOSED VDOT VC:100.00 605 STD. CD-1 � c� r-i rn � 00 cp o0 600 -- �� 00 - - U Co U r- CO W 595 595 2.fl0� PROPOSED VDOT 590 STD. CD-1 590 FILL TO BE PLACED 95% COMPACTION AT _ (TYP.) - PROPOSED VDOT STD. CD-1 585 � -7.a3� 585 M � 4f1 m O O r. � rry �n � ri N � .t � N N � rl 1n � �.p 4n � 4n � � M � � lLl 1n � O � � m o � N to C� lD O N 4.Q C10 O �f7 l0 In V7 N � ►(� N � .$• Lfl '`t M � � N Ca O N N tS7 � O CJl � Cif Ll] � C7'f � ej' rl M C71 00 N 00 40 � C7� cp �'` to �o c0 110 cD ''^ to cp '�" c0 cp tti m � cp m tU tp ri N ttJ `i tp l0 o �rf �O � >.n �n C7'f � u'1 1rf � i.n f.rt � � t,n 00 � tt� tf7 HIGH ' T STA: 10+�f 2.02 HIGH PT ELEV: 67�5.36 685 PVI STA:10+72. 6 685 PVI ELEV:676.7�8 K:17.3a LVC:140.0Q 68o q � 680 `T W cnl. �m > Gi > � W 675 675 ¢' lOg FILL TO BE PLACED AT I 7 O \ 95% COMPACTION (TYP.) POSED � GRADE (TYP.} ( TH 0�,,� 710 710 710 710 710 710 �� SCOTT R. LINS' O Lic. No. 035791,E 5/24/21 10NAL im Z z o ¢ a U m w cn o N o W ti-T( �- W 1e ce ¢ d. o � Lu 0 r (i 00 �N.{. VMM \'/ I —0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 —0+50 0+00 0+50 1+00 —0+50 0+00 0+50 1+00 1+50Lm N 0 MH-4 TO EX MH PROFILE MH-5 TO MH-3 PROFILE MH-6 TO MH-2 PROFILE z N > CL Ln J W W J _1 �' u- U) V L9I~- < o z W Z_ LL- 1--q :;� W <C L- Z) ul U) < z Q w z � z W O > >_ ; < LU J � LU c� 0 VERTICAL GRAPHIC SCALE 0 N 5 0 2.5 5 10 20 NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. ( IN FEET } 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 1 inch = 5 ft. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM G SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & o w HORIZONTAL GRAPHIC SCALE SANITARY SEWER MUST BE PROVIDED. V JOB NO. 50 0 25 50 100 200 112066 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE SCALE ( IN FEET FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR 111 = 501 1 inch = 50 fL. CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. SHEEF No. 10 SD? IF'i 670 705 705 EXISTING GRADE (TYP.) In �d- I 700 0 �~T 700 0 V/ � rn oi� r. 695 ��? zo =�� 695 ��-.zzz � I�I> 690 PROPOSED GRADE (TYP. i 690 PROPOSED 8" ROOF 685 CROSSING DRAT 6 85 42.5' �•9 6 � n PROPOSED 6"_ 6 80 WATERLINE CROSSING 705 705 700 700 I I Y a_ 695 az = _� 695 �= � �� cfl XISTING GRADE (TYP.} 690 N�� ° Q �� _ {— co cD h ZZp 2�..� � 690 II »> � c� zp (n ��' n � �� 685 �~ZZ � °� 685 O cfl Q> ��Z 680 680 PROPOSED GRADE (TYP. 675 675 8" SDR-z6 PVC TR-26 6z.6$ LF �a o.5o�ib 670 PVC 705 705 N = =I =I � o 700 ,-EXISTING GRADE (TYP.) p p� � 700 I —TT p I I Y n. QZ V/ r � '� 1+?O) 4 cD oo� aim I off: �h� chow ��O 695 = _� ��z zo ��z 695 0 0~' z zz arn 690 ��° 690 •- 0 I �, ROPOSED GRADE(TYP.)— Y oo ► :• � � Z Zp �h� F; [n{—Z ZZ 685 �`°} ° 685 PROPOS ATERL n12 680 1.0' a6 PAC 680 5°f �1� I�IG�aoa�-- 710 705 EXISTING GRADE (TYP PROPOSED GRADE (TYP. STR:5 VDOT STD. DI-313 (L=6') TP=677.93 INV IN: 669.57 TO 6- STR: B VDOT STD. DI-313 (L=6') INV OUT: 669.47 TO 5A TP=683.53 INV ^• 672.18 TO 9 INV It c° 676.08 TO C4 695 INV Oly 672.08 TO 7 ..�) m M � I u mo �. m o� t 690 I� u' " �r r _-OO o oo�� n(" �-� )p OCD CD� ,� (0 V) �0 n Mz zo • o 0 f_ o M r,`fl 1 »/ E- Z ZZ _685 � [�3 ram`D - � w N N ~OR O -� -- cD (0 ZO-- ri r-: 10 II > 00 .. v~i F_ zz ��ZZo / II >>> 680 VIZ zz 675 FILL (TYP TIE-IN TO SWM FACILITY-\ INV=667.50 & 655 PROPOSED 12" 4'WATERLINE CROSSING o ° a ° 11 PROPOSED 6" 2.1' W/L CROSSING rr _ _ ZC 4.9' M I Q Mo0 Q r rO o on. m mw on(D `°� r�i m °0z z�::) II >>> �z zz 15" RCP 15" RCP 60.44 LF ® 0.91 q 39.00 LF 1.00% PROPOSED 4" SANITARY 5" R®p2.9�% SEWER LATERAL (TYP.) 15" RCP 63.95 LF ® 1.00% `15" RCP 15" RCP 6.59 LF ® 4.85% 27.97 LF 0 4.00% 710 705 V ^ M O CD I r 11 0 0 700 m � N - M En 0q -� o o r To o COCO 0 ~ i-- > O- C r 00 Z) V) Cc �`°O 695 F- o: II 0 -m z o n CID ---. vn F-- > n ca W . . F- O 00 Z Z= r (D - -0 V,�zzZ 690 / PROPOSED 6" WATERLINE CROSSING 1.0, r x` 680 r 1 f 1.01 a 15" RCP )75 62.29 LF 0 2.47%^ �15" RCP 75.52 LF ® 1.69% I.(SIn Cif N O � h 0 ^ .i' m %D � n ('` 00 rl 00 00 rf N rl l6 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-11 TO SWM 1 PROFILE 4+ 00 670 665 • • , 655 STR:10 VDC I IN 710 710 705 705 EXISTING GRADE (TYP.)- y 700 J 700 U M 0 I t- o mo 695 F- � 0Q 695 - -(n-(, Co �� V) cD 0 Cs PROPOSED 04 ..m 690 GRADE (TYP.} (0-0 6 9 0 F- a >> V)FZZ T STD. DI-3B (L=6') TP=685.76 NV IN: 679.28 TO 11 NV IN: 681.18 TO 12 685 V OUT: 679.18 TO 9 _ 680 1 -Fj 680 3.3' 15" RCP 43.78 LF 0 675 PROPOSED 4" SANITARY 675 SEWER LATERAL (TYP.} 670 670 N 4 CO r\ C� �co w -0+50 0+00 0+50 1.42% STR-12 TO STR-10 PROFILE PROPOSED GI EXISTING G T•� r. 685 j -1 685 � U ri < toln 2 v) � m -0 0 o F- I- F- N o wo . 0E- 680 0 ° ° V)~LO 0 .30 Cqw W o Co(D�-- .. 4- F- > Wes.. � V' z zz � II 675 N °-ZKJ5 670 670 ;ADE (TYP.) , 665 15" 665 RCP 64.33 LF 0 0.91 BADE (TYP. 660 660 FILL TO BE PLACED AT 95% COMPACTION (TYP.) 655 655 650 1 650 co r. m 0+00 0+50 )% STR-16 TO STR-5A PROFILE lyi'l: 710 710 705 7 05 STR:13 VDOT STD. DI-36 (L=8') TP=680.80 700 , , INV IN: 673.47 TO 14 00 INV IN: 677.12 TO A2- w¢ INV OUT: 673.37 TO 9 ¢ EXISTING ^ cD � o ,�Co GRADE (TYP.) J 695 m 95 0 0 00 (n FO 0 F- � r, r� pf M cD cD� . V) w 690 �, �Z Zo F- to 90 pII »> o -� > (D cn I- z ZZ o F- ¢ (0o PROPOSED II > 685 GRADE (TYP.} � �z 585 680 5 80 PROPOSED 22" WATERLINE CROSSING PROPOSED b" TERLINE CROSSING MH-3 TOM -2 6 7 5 4.8' 1 2' 1.1' 575 670 670 15" RCP 35.98 LF 0 0.5 15" RCP 665 140.I37 LF 0 0.50% 1665 is N m, N. r1 m 0O 0. m ri I n I N m fq w 0 00 (nNal 00 0+00 0+50 1+00 1+50 2+00 STR-14 TO STR-9 PROFILE D% EXISTING C • : �lli)�Y��'C STR:7 VDOT STD. DI-313 (L=6') TP=680.88 INV IN: 673.34 TO 15 INV IN: 671.44 TO 8 INV OUT: 671.34 TO 6 700 700 695 m M 695 I n O F- N V) Co 690 0 cD 690 00 > M .. F- m 000 D r wo II> a 685 V)F-Z 685 RADE (TYP.) 680 j 680 ADE (TYP.) PROPOSED 6" WATERLINE CROSS 675 1.6' 675 r LJ 670 15" RCP 70 28.07 LF 0 1.71 % 665 665 r~ 0 ri o 0+00 0+50 ING STR-15 TO STR-7 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET 1 inch = 5 f t. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET } 1 inch = 50 ft. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF22' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3, MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 216, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 7 1 A -< TSCOTT/R"' . LINS� U Lie. No. 035791 .a 5/24/21 G�h �,�' b o w a � JOB NO. 112066 SCALE 1u=s01 SHEET NO. 11 aoa�- PROP V r 680 0 0- 680 � I-(0 2 d- ¢6 O cV�tD Oo(D � O 01 (D (0'. FILL TO BE PLACED AT > (y F- 6 7 95% COMPACTION (TYP.) � z Zp 675 ¢0 (n Z ZZ d~ I-� 67 o 670 O o m(D_— 0 Q3 (D . . > p F- ff7 QoZ0 II }} \F V ZZ_ SEE VSMP 6 6 PROPOSED GRADE (TYP. _ PLAN FOR - - SWM 1 DETAILS 66C 660 m — 15" RCP to 11.84 LF t-- �O _ n ton 65 0 oj►`7 655 �— > o� .. tij°I° SAFETY SLAB iQ �Z� �GQ �1 (SL-1) REQ'D w_0 6 5 V' ~Z h 6 5 0 641 645 SAFETY SLAB ¢Q (SL-1) REQ'D U0 �Gl i O 64 �� 640 0 > 004 CDC m N ..� 63W» 635 11, V, zZ SAFETY SLAB SL-1REQ'D 6 3 EXISTING GRADE (TYP. () 630 m� no _ F-LO 6 2 o NQ 625 o O-w - > 0)w 0LO.� M OZO a>> 62 (n zz 620 SAFETY SLAB (SL-1) REQ'D 61 �0 �GQ �'�`� _ 615 rd- A NO�) lb > 0)0~ I 610 r� (0-0 Qr V) f—ZZ no 60 D p 605 O F-N SAFETY SLAB o0 r-�� / A*(SL-1) REQ'D _ .,y.T 0Y,LO. 60 or,(O� Nu)zo _ ��0 _ 600 N 0) =) V) ?? Cry r Ln ZO11 Fes- �» V7F-Zz 59q 595 OSED VDOT STD. ES-1 JITH RIPRAP OUTFALL 59 ® 590 �A1h INV. OUT=585.9 s �;:r-ram- r 58 r 15�R®p1.51% 585 91.28 15" RCP 23.79 LF 0 1.00% PROPOSED VDOT STD, CLASS II 58 (RIPRAPCHANNEL OUTFALL 580 W/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT (4:1 SIDE SLOPES, D=3' MIN.) or+ m00 Ln atfr1 0 m (nn1 rn � �p wOw w �6 rl fi on m rp to00 00 O) 1Ol M om to i ,n Ln r p,� w w w w -0+75 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SWM 1 TO OUTFACE PROFILE -.56% 4+50 5+00 5+50 6+00 J 685 cn 0 no O~ Ci F- LON 680 0 �(D (D > 0(0.. r (D—O 680 PROPOSED GRADE (TYP. r 675 2; 675_ FILL TO BE PLACED AT 95%COMPACTION (TYP.) 670 670 TIE-IN TO SWM FACILITY�- j I NV=667.50 665 N\ 665 1RCP EXISTING GRADE (TYP. 13.42 LF 0 5.59% 660 ; 660 655 655 650 650 tit t0 cn %0 —0+50 0+00 0+50 STR-17 TO SWM-1 PROFILE 12 .:" N r O Q 685 U7 — to O w 00 } r 680 Co r-, O w� 680 ;OPOSED GRADE (TYP. 675 675 FILL TO BE PLACED AT 95%COMPACTION (TYP.) 670 670 TIE -INTO SWM FACILITY 15" RC INV=667.50 5.06 U 665 665 EXISTING GRADE (TYP. I 660 I 660 655 655 650 650 pe, w N � w� —0+50 0+00 ® 7.91 % STR-18 TO SWM-1 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-zAS FOUND IN THE 20a8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 3.7 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE zoo8 ROAD AND BRIDGE STANDARDS. NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. L� SCOTT/R. CM,LINSZ H Lic. No. 035791 1�1 5/24/21 NAL V) Z z J o o� U W (n 0 J 1�1 U) z W H W §l% Ln z CY? CF) MN qt N N Q W W 0 Q U W U) F W Lu C!) Lu I- O N r CL rH V J LL. 0 < CL z ~ W LL- 3: 1 W I-1 V) G rloo Q Q a_ F— Ln z a ' t o ►�, a LO JOB NO. 112066 SCALE 111 = s0� SHEET NO. 12 Z u u z 0 z w z J J 0 U v- O C N C 0 U v L U) cn v 0_ x v O 0 a U L Cn 0 U 0 -O C O v1 0 U L N C U 0 v 0 zj i > v 0 N U 3 v 0 O.. L CL T C v 0 4- -v v v 0 0 C7 L v CL 0 v 0 r 3 U 0 L Q 41 0 c T O v c� z u w z z u z J 0 U w 0 L v o_ 0 L Q. .N x x v v 0 v U 0 -v v �U U N v v 0 0 a) w v t M'A'R I I laIacia, IQ 114 - ,, r - 61 reg 690�- _ X - 4.1 r N r r N ' 684 NQ pp oa wo t r t'r3' M. C4 J J _aJRIN,. .....esiv. ii+ 1 8�-.. D2-- �i 684 D3 •r?� I �- .� � #' •� �` 6$z - cs 4 Y N �61 ft%I lj0 f l 6�'{ f ., 670 -.x ... ... tFt 668 I..:Yi 'a ., t - ::;:.}r . ... 6 f 6, r t3 .w+t 5 di' � i b}7 ' C 1 l i.t Gf t w•' rl P i a' 1 i A''d, "., �'' 6 8� r v tt , r, rrr d r :. c a `'F "•'.,°'i`E+ e r &� J •a.... JF rk t G 7 i1 ,,.Y } �,,,� `*.. I ter t di'. a 1• .. yt.cr r y 3 �; t f :., -------- -656 4 S + )x S } t rde «.,, � '\ �-'-----''•' .2r Ft t 3I P # 1 A = F�i'} ,� rh °-`3-,f fy t �I � 7 �'9 R� �j.� P 1: 6grr `• ,., •.,� - - __ .- ___"�= -' 6j 5.0•� `i' -a w 1 ---------- -648 64$ _ '��- , r; �xltffl,: 646L..) 44 / 2 / t:r' r Sf r3�i. .640 f <i•: , R .`� °fit �' 63g 14'' J atlrxJ x?w P y636 - / Jr7' x - .t ao rrs 38 i 36' 20 ` 32 34` `' 'r i m F efi M, 630 - I I 2'; "2,6 •,- 6 6*, - a S•✓"3 ,.' 3N' 8' rl "ift tt lS' 16 ---6J24- Tj Ll 624' TP __s2 62a 'L r 21 620 t .{{ tr Cb j / ' _ - ATIM E''OF PONCENTRA-nI;W'"PA ' OF 'OLF y4/ A� ELEY726' & -170' OF ,0ONC. /FLOW ' 8� 61.0 6o6 ' . / �6 w 2 A 60cg-' / /. w D �IELL� //' SWM -7 will wjj IF 5r 14 to pp �'/�� 14. ry .'`. -_•------- col .J x :.. S - - HATHAWAY STREET 54' PUBLIC / / EX 1_2' yy�- DB,329f PG.607 / --------------- / - LO / 1 LO -sn ' ryJ r✓? .- ;.n t „k 1 t +Y t 1 , r• x 16 -- --- tp UN �;` fdita • � r.: _ I - Ego 042 PF 638- •Er I 6 ' S31'(6343"W 3.10' f " rarflr ar: "" -63 630 ---- r �-t 625 r fif W T624 _ �. 11 its ,� ' 622 �1e.,, --- - - 66' �*. r rat fkr Y��1 � � ^•,ti � �� ,,..-^�_- 1 1 / / / / / // / • rtd z r / a' \ / r \ / 1r;�f iPE zdt� ri fr� � 1` 6' r , j�ii .,'Y. .. rat iY }''r �. \ O `, -... \ „ ••.,,,r / / / >649Ln ,, _f i• / / %///j �ca att;. zd gf=r� , / CP0 , , sir r \ k - ✓ / 602 t+ 00 19(9 19n, 64 w 1190 51 "`- / / rat t� •t >^a= 1` ` f r 1 ` I /' � F rr° LQ 13tNT r a OUT , �. 24 s$� 2 /ter -- `� �� _ -GRAPHIC SCALE ' - - - - ��p 5 +0 50 0 ` 25 50 100 i / 400 JMPROVEDASPHALT `i t / ;00 � -DRIVEWAY J - A-84 ACCESS FOR (z) LOTS S8 ROPOSED-V=SED GRASS LINED DITCH TO i `�' ( IN FEET) gy1 f 5 LOCATED WITHIN VDOTRIGHT-OF-WAY, AS 1 inch = 50 f L. � SHOWN. SEETHIS SHEET FOR DETAILS._ ROOF DRAIN AND YARD INLET DESCRIPTIONS Upstream Structure Type Structure Size Rim Elevation Invert ownstream Structure Rim Elevation Invert Diameter ipe Pipe Length Pipe Material Pipe Slope Al Inlet 12" 687.50 685.50 A2 685.50 683.00 8" 63.86 HDPE 3.91% A2 Inlet 1 12" 1 685.50 683.00 5TR-13 680.80 677.12 8" 19.39 HDPE 30.33% Upstream Structure Type Structure Size Rim Elevation Invert ownstream Structure Rim Elevation Invert Diameter ipe Pipe Length Pipe Material Pipe Slope 61 Cleanout 12" 690.00 688.00 B2 689.75 686.79 8" 67.00 HDPE 1.81% 62 Cleanout 12" 689.75 686.79 63 689.00 684.65 8" 28.98 HDPE 7.38% 63 Cleanout 12" 689.00 684.65 64 689.40 684.33 8" 64.1 HDPE 0.50% B4 Cleanout 12" 689.40 684.33 STR-12 1 687.85 683.96 8" 60.1 HDPE 0.62% Upstream Structure Type Structure Size Rim Elevation Invert ownstream Structure Rim Elevation Invert Diameter ipe Pipe Length Pipe Material Pipe Slope 65 Inlet 12" 686.5 685.13 B6 688.2 684.79 8" 67.75 HDPE 0.50% B6 Inlet 12" 1 688.2 1 684.79 133 689.00 1 684.65 1 18" 1 28.03 1 HDPE 1 0.50% Upstream Structure Type Structure Size Rim Elevation Invert ownstream Structure Rim Elevation Invert Dia ipe eter Pipe Length Pipe Material Pipe Slope C1 Inlet 12" 688.10 686.75 C2 688.00 686.25 8" 32.25 HDPE 1.55% C2 Cleanout 1 12" 1 688.00 1 686.25 1 C3 1 687.25 1 685.75 1 8" 24.44 HDPE 2.05% C3 Inlet e 11 12 687.25 .7 6$5 5 C4 685.50 679 3 4 11 $ 50.64 HDPE u 12.66% C4 Inlet 12" 685.50 1 679.34 STR-$ 1 683.53 676.08 1 8" 83.4 HDPE 3.91% m Upstream P Structure Type Structure Size Rim Elevation Invert strew own m Structure Rim Elevation Invert Diameter i e p Pipe P Length Pipe p Material Pipe P Slope D1 Inlet 12" 683 681.5 D2 686.1 681.00 8 23.38 HDPE 2.140/a D2 Cleanout 12" 686.1 681.00 D3 682.67 680.24 0 1 33.01 HDPE I30N D3 Inlet 1211 682.67 680.24 1 D4 680.10 678.00 8" 48.61 HDPE 4.61% D4 Inlet 1211 680.10 678.00 D5 676.50 675.00 8" 44.31 HDPE 6.77% D5 Inlet 12" 676.50 675.00 D5A 671.00 668.86 8" 21.75 HDPE 28.23% D5A Inlet 12" 1 671.00 1 668.86 1 STR-17 1 674.06 668.35 8" 50.93 HDPE 1.00% Upstream Structure Type Structure Size Rim Elevation Invert ownstream Structure Rim Elevation Invert Dia ipe eter Pipe Length Pipe Material Pipe Slope E1 Inlet 1 12" 681.00 679 E2 680.25 678.00 8" 44.00 HDPE 2.27% E2 Inlet 1 12" 680.25 678.00 E3 1 678.1 676.00 8" 38.02 HDPE 5.26% E3 Inlet 1 12" 678.1 676.00 STR-16 672.88 668.60 8" 53.32 HDPE 13.88% Upstream Structure Type Structure Size Rim Elevation Invert ownstream Structure Rim Elevation Invert Dia ipe eter Pipe Length Pipe Material Pipe Slope 19 Inlet II 24 651.50 645.00 20 637.5 3 69 63 . 8 122.09 HDPE O 9.26/� 20 Inlet 1 2411 637.5 632.69 21 617.5 613.55 8 112.61 HDPE 14.33% 21 Inlet 1 24" 617.5 612.55 22 605.87 602.33 8" 67.01 HDPE 15.25% 22 Inlet 24" 605.87 602.23 23 600.90 596.37 8" 49.71 HDPE 11.79% 23 Cleanout 24" 600.90 596.27 23A 593.68 590.69 0" 91.35 HDPE 6.11% 23A Cleanout 24" 593.68 590.59 SWM-2 - 590.47 p0" 11.82 HDPE 1.00% DRAINAGE DQSCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH (fL) SLOPE %) INVERT IN INVERT OUr MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVA(ION COMMENTS 11 DI-3C CG-6 6 689.18 VDOTSTD. IS-1 REQ'D 15 62.29 2.47% 680.82 679.28 CP 10 DI-313 CG-6 6 685.76 VDOTSTD. IS-1 REGYD 15 75.52 1.69% 679.18 677.90 CP 9 DI-3A CG-6 4' 683.35 VDOTSTD, IS-1 REQ'D 15 39.00 1.00% 672.57 672.18 CP 8 DI-36 CO-6 6' 683.53 VDOTSTD. IS-1 REQ'D 15 63.95 1.00% 672.08 671.44 CP 7 DI-313 CG-6 6' 680.88 VDOTSTD. IS-1 REaD 15 60.44 10.91% 671.34 1 670.79 FCP 6 1 1 DI-313 CG-6 6' 677.93 VDOTSTD. IS-1 REQ'D 15 27.97 4.00% 670.69 1 669.57 CP 5 1 DI-36 CG-6 6' 677.93 VDOTSTD. IS-1 REQ'D 15 51.78 2.99% 669.47 667.92 CP 5A NIFI-1 CG-6 - 674.82 VDOTSTD. IS-1 REaD 15 6.59 4.86% 667.82 667.50 CP SwM1 SWM1 15 17.55 10,83% 66-1.50 665.60 CP 4A MFI-1 - 673.90 VDOTSTD. IS-1 REQ'D 15 9.10 12.53% 663.60 662.46 CP 4 M I-1 - 672.90 VDOTSTD. IS-1 REQ'D SWM 1 MI1-1 - 673.39 VDOTSTD. IS-1 REUD 15 1 11.84 4.56% 661.00 660.46 CP 4 N➢-I-1 - 672.90 VDOTSTD. IS-1 REQ'D 15 65.65 8.73% 656.46 650.73 icp 3 NIH-1 - 660.90 VDOTSTD. IS-1 REQ'D 15 67.47 8.00% 644.73 639,33 icp 3A NIFI-1 - 546.00 VUOT STD. IS-1 REQ'D 15 61.78 14.47% 633.33 624,39 CP 3B MFI-1 - 629.10 VDOTSTD. IS-1 REaD 15 60.87 11.73% 618.39 611,25 FCP 3C N1F1-1 - 615.90 VDOTSm. IS-1 REaD 15 1 63.92 12.52% 605.25 597.25 CP 3D MH-1 - 601.90 VD0r5TD. IS-1 REQ'D 15 87.75 8.58% 595.25 587.72 CP 2 N1H-1 - - 593.50 VDOTSTD. IS-1 REQ'D 15 91.28 1.61% 507.62 586.24 GP 1 MH-1 - 591.17 VDOTSTD. I8-1 REQ'D 15 23.79 1.0110 586.14 585.90 CP Our 12 DI-3G GG-6 12' 687.85 VDOTSTD. IS-1 REQ'D 15 1 43.78 24.26% 691.80 681.18 CP 10 14 DI-36 03-6 6' 680.64 VDOTSTD. IS-1 REQ'D 15 1 35.98 0.50% 673.65 1673.471 RCP 13 1 1 1 1 1 DI-313 CG-6 1 8' 1 680.80 VDOTSTD. IS-1 REGO 15 1 140.37 10.50% 673.37 1 672.67 IRCP 9 15 1 1 1 1 DI-313 CG-6 6' 680.88 VDOTSTD. IS-1 REQ'D 15 28.07 1.71% 673.82 673.34 icp 7 16 DI-3C CG-2 6' 672.88 VDOTSTD. IS-1 REQ'D 15 64.33 0.90% 568.50 667.92 CP 5A 17 0I-3C CG 6 6 674.06 VDOTSTD. IS-1 REQ'D 15 13.42 5.59% 668.25 667.60 CP swM-1 18 DI-3C CG-6 6 674.10 VDOTSTD. IS-1 REQ'D 15 5.06 7.91% 667.90 667.60 CP SwM-1 25 24" HDPE RISER DETAIL 24 15 53.94 2.78% 587.00 585.50 CP Strtlettwe Area (Acres) Cw to (Min.) 1 0.00 0.90 5.0 2 0.00 0.90 5.0 SWIVl2 0.00 0.90 5.0 3 0.00 0.90 5.0 3A 0.00 0.90 5.0 3B 0.00 0.90 5.0 3C 0.00 0.90 5.0 3D 0.00 0.90 5.0 4 0.00 0.90 5.0 4A 0.00 0.90 5.0 SWM 1 0.00 0.90 5.0 5 0.08 0.83 5.0 5A 0.00 0.90 5.0 6 0.09 0.83 5.0 7 0.08 0.85 5.0 8 0.03 0.70 5.0 9 0.28 0.66 5.0 10 0.08 0.78 5.0 11 0.08 0.79 5.0 12 0.25 0.76 5.0 13 0.25 0.54 5.0 14 0.11 0.68 5.0 15 0.30 0.76 5.0 16 0.16 0.68 5.0 17 0.32 0.71 5.0 18 0.11 0.85 5.0 24 0.00 0.90 5.0 25 0.00 0.90 5.0 OUT 0.00 1 0.90 5.0 Q 2= 1.04 CFS VZ=3.39 FPS 1 Q,o 1.34 CFS GRASS D,o 0.35 FT (SLOPE=5.8%) DI TCH 590 NO SCALE PROPOSED 12" DEEP FESCUE GRASS -LINED V-SHAPED DITCH WITH 3:1 SIDE SLOPES. PER VESCH TABLE 5-14, THE MAXIMUM PERMISSIBLE VELOCITY IS 4 ft/S 590 EXISTING GRADE 585 / 85 _ PROPOSED AVON STREET EX ENDED DITCH CEN ERLINE 580 580. CONTRACTOR SHALL TIE PRO IOSED AVON STREET EXT NDED DITCH INT EXISTING & DITCH DOWNSTREAM CULVgRT LOCATED AT THE SOUTHERN PROPERTY CORNER. CONTRA CTO TO TIE BACK G DES AT 3:1. 575 CON TO BEE TO THE SHOWN, P 7 5 SUBJECT PCONSTRUROPERTY & PU /W, AS io^ Ln j- N � co I.r) co Ln Ln 0+00 0+50 1 +00 1 +50 PROFILE SCALES 1"=S' (V) 1"=50' (H) AVON ST. EXTENDED DITCH PROFILE Road Name: Avon St. Extended Roadside Ditch Ditch Side: South of Proposed Entrance Job Number: 182156 Designed By: FOM DRAINAGE AREA DESCRIPTIONS Drainage Area Area (Acres) Cw Al 0.15 0.54 A2 Bl 0.14 0.90 B2 B3 B4 B5 B6 CI 0.12 0.60 C2 C3 C4 D1 0.20 0.60 D2 D3 D4 D5 El 0.17 0.65 E2 E3 19 0.18 0.40 20 0.15 0.50 21 0.08 0.53 22 0.33 0.4 l 23 0.00 0.00 23A 0.00 0.00 Checked By: SRC Sta Frorn Sta To T (min) C Value Area (ae.) CA (aceum) 1 (in/hr) (cfs) Slope (ft/ft) Grass (n=0.03) Jute(Sod (n=0.05) Paved (n=0.015) I' (in/hr) Q" (cfs) Depthl0 (ft) Min,Design Depth & Lining Top Width (3:1 Sides) (ft) Vel Depth VeL Depth VeL Depth 0+00 1+25 13 0.35 0.80 0.28 3.7 1.04 0.058 3.39 fps 0,321t 1 4.80 1.34 0.3511 12" Grass 6.00 ft Nate: Proposed ditch to tie into exNting ditch & culvert at southern property corner. SCOTT R. LINS5� H Lic. No. 035791,E 12/17/21 11 SI NAL A O ` U 1 c L Z 0 Z OU C 0 H LU W t/1 Z W L L r �_ z E rrt e W a i E � r L En d i F rl rf •-i r s! Uj M MN 0 N ZW w 0 N 0 u In t Inw a � JOB NO, 112066 SCALE AS SHO\A SHEEr NO. 13 mo-)- i In IxDa c� z ry w w z 0 z W z J O C9 v- O C N N c O U C N 3 v L x v v O t 3 rn Yc 0 c. O U 7 L N C O U L O c D c "D 'D C 6 U 7 L -Y C O U ❑ "D N O C 7 9 N 7 U C L N v O m P L 3 O N O Q. L Q. T C L. O 4- N N 7 UJ O C O r C P L ❑ O_ C L O N O 3 C N U 7 "D O L Q. v L v O c T O E c ❑ C7 Z W W Z_ Z W V) Z J J O U O T L Q. O L Q a) 1 w 7 U x v v t v L 0 U) c v E U O N N D U O 0 N D c D C D Q N fn P I— aD-- 705 705 700 700 XISTING GRADE (TYP.) I 695 695 590 690 Q/s SIGHT` HT. OF OBJ=3.5 (- NCf_ j00, SIGHT LINE (TYP.) 685 H T. OF —EYE=3.5' �` ____ 685 DIST) SIGHT NCE128p, 680 ROPOSED GRADE (TYP.) OBJ H T.03.5' 680 675 675 670 670 665 665 P. 0i tU O %D 0 w Aft m m c10 lD N m w iD � e I +' w LD M L. N U1 w LD O 4D O d-jfl, w td7 04 c0 lD 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 DESOTO DRIVE (WEST) 8c HATHAWAY STREET INTERSECTION SIGHT DISTANCE PROFILE PROFILE 700 700 695 695 XISTING GRADE (TYP.) 690 rgN�e r —Z 690 HT. OF OBJ=3.5' frosr � Na OF R00, SIGHT LINE (TYP.)--,, Aar 685 685 HT. OF F--�Y�=-3.5' 1' 1- �--.. ..___ SIGHT DlSTgN 680 HT, OF ' OBJ=3. ' 680 ROPOSED GRADE (TYP.) 675 675 670 _ 670 r. t71 0O N to O Ln 00 M 01 COo N m 4 O 00 0 00 ri C 00 06 ry 06 p 6�D k00 Ct7 lD lD tD lD tD t 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 DESOTO DRIVE (EAST) 8c HATHAWAY STREET INTERSECTION SIGHT DISTANCE PROFILE PROFILE SCOTT/R. CDLLINSZ H Lic. No. 035791 � 5 5/24/21 �,� ,;� SIIONAL ElG;� rJ z ZO 0 U m W In 1104 Z aU)z W H W 1Y 7 W N Q N � N Lf] ZW w w JOf 0 VERTICAL GRAPHIC SCALE 0 N N 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. AN V) W U- O LU L� W H u U} z J aC Q Ln z 0 F--1 LL- z oC p Q I -- V z W o� > W Q ~ z L O w oC = LO JOB NO. 112066 SCALE 111 = 501 SHEEP NO. 15 �aa- County of Albemarle CONSERVATION PLAN NOTES: NOTE: ALL LANDSCAPING EASEMENTS BUFFERS, AND SCREENING I \ J 1 IT 0 f 1 (1(l-lundbouklpp�2x4I111.297for cumple(cspc iiculions)osvrvAhoi Pluii Checklist -To be placed (III 14, 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON SHALL BE PLANTED IN ACCORDANCE WITH THE APPROVED PROFFERS. /J AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING 1. rl,elouu:cinsitemast,aubest,otv,wnutenlau: ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE LANDSCAPING SHALL BE INSTALLED PRIOR TO THE FIRST CERTIFICATE , . U' '1',ec> Qbe*aced; CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. OF OCCUPANCY FOR ANY PROPOSED UNITS WITHIN THE ` �� —Emerald /Sentinel astern edcedar ® Li[nitsrofelearinn(outsidod;ipliuooftrcastobe,nved); 4—little jGern Magnol / SC R. LINS`Z, © r.,? unn,ulalypeorlunl.evrselk{tci„g 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION DEVELOPMENT AS DETAILED IN PROFFER 3. ( 7—' ellie R. Steven Hall PROPOSED 20' LANDSCAPING EASEMENT -NATURAL / O r-i 9 Grndechange requhiagtr_zGtaltsurt�alls; MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES ine Eastee Redcedat LANDSCAPED AREA OR REPLANTING/NEW Ci L1C. NO. 035791 * Prvpc-dlumdan�crlmnteling.t-quudthe limit* ofvleatuue. TO BE PRESERVED AND PROTECTED. � I I I I 1 1 ' 'Nellie-'R. Stevens�Hol(y / �. LANDSCAPED BUFFER FOR ANY DISTURBED AREAS 2. Marranes. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER 1 ' I-'� ` DB. PG. / ! ro 8/26/21 23 All ttrestobc;nvedil[allbemarked with print crrilbbenataheightcloellyVisible toccluipmcntcperatou MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOTE: SCRIM FENCING TO BE INSTALLED IMMEDIATELY FOLLOWING /f �- � / �. 0 ttiOgti,thaAala.]Ibegio, Ili lAleireetn:ukitit{hli.beeuinspacledimdullpluv�[1arguClrunCyi,l;pecloc. NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. • _., i „ R, n •; - ,, • „ a yj •.• s�j'I Ej1� GRADING IN THE LOCATION WHERE THE SCRIM FENCE IS TO BE ,� 0 9 , • . � : ;. .. , ;: :: � ,, : , . 1 I / ONAL 3. Pre-ConvtruellonConlerence: 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES I LOCATEDe . 1!'rccpresct<aieuaudprerecfioumcasurs3hallbcreviatvedxidtthcconunctorousitc TO BE PRESERVED AND PROTECTED, Q• i '? t. 4. luuiu,l,entOueratianand Slarvee: 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF LANDSCAPING NOTES: t �. U Heavy °c ui u vclucttltutiatiieaudstora�eeiceestructioamatctialaincludu soil $ p 1[allnot tc �crnuttcdcvithutflicJti linc,efucea TREES TO BE PRESERVED AND PROTECTED. 1. STREET TREES PROVIDED 01 O.C. AND , -so, FROM PROPOSED UTILITIES. \ to he utct i ecl. ' 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE - - - - ' t1 ` 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS 1 onglow Sweet Bay Magnolia ! MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS 1 r ,, Soil Erovluna,t,Ist",,1,uaie,➢ercntiu,IDrcieexe BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY + "' - ',: :::.: - �'� „..° .-° ..~ • ,•.. :. •,„ •.; n, It -•„ ;-� -.- .._.,�--..�[.� 24 CMP Q Such devices sltailootadvaisolyaf ecttr;,TLesaved. ENGINEERING DEPARTMENT. AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL 9 ;'=`::, ''' = PROPOSED 20 H EALTH 0 F TH E P LANT. - =_=;:;':: Y' 6. FirL`3: 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER SEWER ELECTRICAL CABLE �'' •`.t '`�';,•`� • � - "EMERGENCY ACCESS ! ' TOTAL STREET FRONTAGE = 6 ' '` ' ' ' =�~ : -:•1 * ti{ `; E] fire}are not p�nuiacdw•ithittliiufcetvfdtctLipliueoftrcrstobasavcd. TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE 3' 9 4 •� �.-" �--" " "'-- :.-.•_, •'-•:EASEMENT PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS REQUIRED STREET TREES: 21(s TREE PER EVERY 50' OF STREET FRONTAGE) s 7. r".k Yraterials: OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL PROPOSED STREET TREES: 24:' DB PG. 7. El Te icmatPrials hall not be tpredwitlrin100feetofthedriplirteeftreetebasavad. F 3 p W'Swee eay M gnolia BE REQUIRED WHEN DE_MED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL NOTE: 2 8 OF STREET FRONTAGE ALONG HATHAWAY STREET SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. Z r + �` yr V) s, Protective Fencing: REQUIRED STREET TREES: 6 Tieos tv be ralautad trillu [ a0 feel tr a prvpvsed build n� errcad ug acl vi Iy slurll be pruteelnd by feuchlg. A 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PROPOSED STREETTREES: 8 _ - :_ \ LU © Fv tciri" X. shall be hr 1 ee and shall e hi cctcd and a rovL b5- a Count hu cetor tior to adu1 or Mutnlct cu. a pa a h ap Pp y p p s PRESERVED AND PROTECTED SriALL BE REPAIRED IMMEDIATELY, IN ACCORDANCc WITH �` ' '` ::e 'f. 1 . :. THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS NOTE: 38z OF STREET FRONTAGE ALONG DESOTO DRIVE S \ ' ;' J \ 9' rree4veuY: INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. REQUIRED STREET tl1 ( ' -_ \S / Q O 31 Wtrc 'When vithinthedriplineofaetobesaved,atrw-welluhallbeprovidedtutdaccnstmc4ondczuY PROPOSED STREET TREES•6 { \ �I \ ` O dubuattpiNOTE tbi"pprn''al' : 2ao' OF STREET FRONTAGE ALONG ANOKO COURT 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE 1 1? 1 ~ , I \ PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON lo. rrce walls: - z t REQUIRED STREET m BAR EVERY 16 OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12 DEEP AND 4 �'~ ��--�!•: � �-�' Z .0 � ® Whon dia grouuJ leccl must brlaweftid w•itlun Utc dripinc a,hcc t. be saved, n tree wa11 a1k�11 be pravldctl; suet a ecnsttucuol5 dc(ail ,• : r; _ � ' `^ �- . O PROPOSED STREET -•::....: .:.:,..:. MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 4 �� • ��...•.... . •••.:.. ,..,,�-�.. �''"� , \ � ¢ V snbnutttlforapProva}. CJ ti•:':•�;i''^'.•;'^:..r,. t ,...•. ^.. f NOTE:10 ' OF STREET FRONTAGE ALONG PRIVATE ACCESS EASEMENT �` %' _ '.' oti:.`. - ;';.�'; _ :- •;, :.. ,:,.' ":`; , w 11. rreneranvartd"rmmelinU: j 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION 4 `• Y ? f 1�.•,:.•,•.• `- _ REQUIRED STREET TREES:3 �, LOT 3a 1Vhnulreughin� is rei itire,lYilhin the IiniiLrl'uln;uiu iltilu�l bndt?ne us.I;ua.w•.nv ticni IJta huukn ol'ttena ii xm:liln. TlmnKliu� CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. •Y fn 1 PROPOSED STREETTREES:5 f'•' \ - - ` \ O uudcr a iarRc t[cc shall be considered as all altcntativc witcnit is anficipatod that n,�ssaty tn'nclur[, will destroy Eccdcr reef''' � ' -• .7I I if _�_� 1 � � W Ln z 4. PARKING LANDSCAPE REQUIREMENTS 1 - `_ 0 Q H La, C Prot: REQUIRED PARKING LANDSCAPING = 21 PARKING SPACES Q 1TREE /10 SPACES ~- �`~� - o•S6 AC E } `\ l U) z Ln ® Protective fcrteing ah ill be the lust itcana removed during the finri Cleanup. -- = 3 TREES REQUIRED r I ,� ` \ O M w 11, llaluaaed frees: TOTAL TRESS PROVIDED ADJACENT TO PARKING SPACES = 3 TREES PROVIDED �� - ` - -`r ` \ ` Ln z 0 DamnFedtren xhall InIICi11nd1limlC(11;IlalVbyI![LLIIIIIv,.Ii:rtlliXAhU[IUrUt11Crm2liinlL\ItGUIiIli211l1a<lhl.afreeti]�CGil15L I \ 5. SEE SHEET 6A FOR TREE PLANTING & STAKING AND TREE FENCING & ARMORING \ L \ \ �_ 1 NO'rE:1T[$TFiE.I?E�F OYER'SRESPO`iS1131UrY rOCONFER�S'IT11T11EOONTF-tCTORONTREECONSERvxrioR / DETAILS. \ �\ r W Lce U J RE ylEN'rS, r ~, p �[ `, `, (4) AR STREET TREES. I. ,\ sy 'l 17 OWNF.(SK.N.CTURE. 8 26 2021 ( �� ce, z) CONFILWT FURC,11e1SERSIC:.NiMRE (llxII,;) 5/l/06 Pape I of'1 IS,, -4 co 2o' GRADING EASEMENT I 1 PLANT SCHEDULE Quantity 68 'Nellie R. Stevens'Holly 8-10, 60 Juni erus vir iniana'Emerald Sentinel' ' 23 Magnolia randiflora'Little Gem' 'Little Gem' Magnolia 8-10' 10 Magnolia vi iniana 'Jim Wilson' Moon low Sweet Bay Ma nolia ' 13 Thu'a'Green Giant' ' 1 j DB. 3291 PG. 607 a 1------- I l ` PROPOSED zo' DRAINAGE AND i 1 LANDSCAPING EASEMENT f t STREET TREES & PARKING LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (SF) TOTAL SITE QUANTITY COVERAGE (SF) AR ACER RUBRUM RED MAPLE 13/4" 397 18 7,146 UA ULMUSAMERICANA AMERICAN ELM 13/4" 397 12 4,764 - , ALONG A, VON'STREET �EXTENDEI I IF ,`1 I NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL REMARKED --'"` 1 1 t ,r.r., t t�� < ! - j �� '�� • TMP Y0-30A I J06 No, WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY. NOTE: (*) DENOTE THE LOCATI �OF . HEAFFORDABLE NIT /N/F CARP D OR MYRTLE T BROQIfSI I GRAD IC SCALE 112066 1 DP 11/91 PG 396 30 0 0 30 60 k hill ' HATHAWAY STREET SHALL BE MARKED WITH NO PARKING SIGNS ON WITHIN THE DEVELOPMENT/PE PROFFER #1 THERE SI/-t'ALL BE (6) � � � I � 1 , � �i�� SCALE ONE SIDE OF THE ROADWAY. AFFORDABLE HOUSING U ITS ITH K THE DEVELOPMENT. IN FEET) i ' SHEET NO. LL I I I ' ' j inch = 30 /1t. ' 7 I 1 \\\\ 16 / l I a z U to z O U 4- 0 c N m C 0 U N U) CL 0 L x x 0 0 41 Z, O 41 3 rn c 0 m 0 O U L 0 U L 0 -D 0 a c 0 L N c 0 U O 41 .N U C L N N 0 i 3 (U N O Q L 7 rL T C t7 L 0 4— a N 7 N O C O L to C tJ L t7 Q L O O O L 3 C N U 7 0 O L Q% L ar O c T O E C O Ca z U U z_ 0 z Ld In z J J O U 0 0 a +1 L to rz 0 L !1 1 N 7 U x N tU L N L O m C N E 7 U 0 N a-+ O 'U 0 to N O v 0 m 0 a 2