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HomeMy WebLinkAboutSUB202000117 Plat - Submittal (First) 2020-06-10GENERAL NOTES OWNER/APPLICANT: 05500-00-00-078AO OLD TRAIL CREEKSIDE V, LLC 50J FAULCONER DRIVE CHARLOTTESVILLE, VA 22901 05500— 00— 00— 078CO OLD TRAIL CREEKSIDE V, LLC 50J FAULCONER DRIVE CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05500-00-00-078AO (DB 4797 PG 54) 05500-00-00-078CO (DB 4797 PG 46) TOTAL PROJECT AREA: 05500-00-00-07BAO — 3.190 AC 05500-00-00-078CO — 4.107 AC TOTAL — 7.297 AC ZONING. R-1 RESIDENTIAL (BONUS LEVEL — CLUSTER DEVELOPMENT) PROPOSED USE. 9 SINGLE FAMILY DETACHED UNITS PROPOSED DENSITY.- +57 BONUS DENSITY FOR STREET TREES + 107 BONUS DENSITY FOR INTERNAL STREETS +157 BONUS DENSITY FOR DEDICATION OF OPEN SPACE TO ALBEMARLE COUNTY PHASE I (J.190 AC) ALLOWABLE DENSITY: 0.97 UNITS / ACRE x 1.3 (BONUS DENSITY) 1.261 UNITS / ACRE = 4 UNITS PROPOSED DENSITY: 1.261 UNITS / ACRE = 4 UNITS PHASE // (4.107 AC) ALLOWABLE DENSITY: 0.97 UNITS / ACRE x 1.3 (BONUS DENSITY) 1.261 UNITS / ACRE = 5 UNITS PROPOSED DENSITY: 1.261 UNITS / ACRE = 5 UNI TS PROPOSED CREEKSIDE PHASE V = 9 UNITS OPEN SPACE.• OPEN SPACE K = 0.941 AC (29.59) OPEN SPACE L = 1.144 AC (27.99') TOTAL CREEKSIDE V OPEN SPACE = 2.085 AC (28.67) THE OPEN SPACE WILL BE DEDICATED TO ALBEMARLE COUNTY. BUILDING HEIGHTS. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: NON—INFILL DEVELOPMENT FRONT MINIMUM: 5 FEET FROM THE RIGHT—OF—WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF OUTSIDE OF THE RIGHT—OF—WAY FRONT MAXIMUM: NONE GARAGE MINIMUM: 18 FEET FROM THE RIGHT—OF—WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF OUTSIDE OF THE RIGHT—OF—WAY SIDE LOADING GARAGE. •5 FEET FROM THE RIGHT—OF—WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF OUTSIDE OF THE RIGHT—OF—WAY SIDE MINIMUM: 5 FEET SIDE MAXIMUM: NONE REAR MINIMUM: 20 FEET REAR MAXIMUM: NONE SUBDIVISION STREETS. CURB & GUTTER (PARKING ON ONE SIDE ONLY) WATERSHED: LICKINGHOLE CREEK AGRICULTURAL/ FORESTAL DISTRICT.- NONE TOPO & SURVEY- TOPOGRAPHY AND BOUNDARY INFORMATION CARDINAL SURVEYING AND DESIGN ALONG WITH COMMONWEALTH LAND SURVEYING. BOUNDARY AND TOPO WERE COMPLETED IN JULY, 2016. TOPO IS COMBINATION OF FIELD —RUN TOPO AND AERIAL TOPO. TOPO WAS FIELD —VERIFIED IN FEBRUARY 2017 DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH EXISTING RESIDENCE STRUCTURES LIGHTING: NO LIGHTING IS PROPOSED PARKING. 2 OFF—STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT. ADDITIONAL PARKING SPACES SHALL BE LOCATED ALONG THE ROADWAYS. BUILDING SITES.• PARCELS 1-9 MAY NOT BE FURTHER DIVIDED. ONLY (1) DWELLING UNIT PER LOT SHALL BE ALLOWED. BURIAL SITES: NONE STREAM BUFFERS/FLOODPLAIN. THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100—YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 5100JCO228D & 51003CO229D, FEBRUARY 4, 2005. STREAM BUFFER EXISTS ON TMP-55-79A. OFFSITE DISTURBANCE: NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE TIE—IN CONNECTION TO THE SANITARY SEWER WITHIN EXISTING UTILITY EASEMENT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. PROPOSED LAND AREAS: OPEN SPACE: 2.085 AC. LOTS 4.602 AC. RIGHT—OF—WAY.- 0.610 AC. IMPERVIOUS AREAS PAVEMENT.• 19,981 SF SIDEWALK/TRAILS: 21,167 SF TOTAL: 41,148 SF (0.94 AC.) BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PROJECT SITE CREEKSIDE V - PHASE I & II FINAL ROAD PLAN - SUB2020m 't WHITE HALL DISTRICT �_ J ALBEMARLE COUNTY, VIRGINIA I �.., .off LOT V � LOT 1 CREEKSIDE V� OPEN SPACE K PHASE I 0.941 ACRES LOTS 1 , LOT 4 CREEKSIDE OPEN SPACE P0�� a CREEKSIDE PHASE I I \� LOT 2 ��� V CREEKSIDE VA\� � PHASE II \X LOT 1 — �\ \ LOT3 ------ s // // A o \ \ / \ —� II cor � � ��� � _yam /� � � LOT r ------ 4. j �� I i ! �� CREEKSIDP PHASE II 3/ --� /�,�� i r / A f� r ,, LOT 5 � D ly I / to / l c / s Y \ come f " i `or4o / , n� CREEKSIDE�— OPEN SPACE d d I / jEXISTING __ r —� ND/yFR� —� 4ANF cor, SHEET LAYOUT SCALE: 1" = 150' VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 3. COVER z EXISTING CONDITIONS 3 LAYOUT PLAN 4 GRADING & UTILITY PLAN 5 NOTES & DETAILS 6 DRAINAGE PROFILES & DETAILS 7 UTILITY PROFILES & DETAILS 8 LANDSCAPING PLAN & DETAILS 9 SIGHT DISTANCE PROFILES E ROADS 0 zoo 24055 TOTAL SHEETS LEGEND EXISTING CULVERT CUL VERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMEN T EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CUL VER T BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 0 SCOTT R. LLINS7' Lie. No. 035791 ,�L, "/O8/20 o �'s'S'loNaL V:' ti z O a U w CI D o v7 O zO J Q U z wCII - N W ce 0 Uj N 00 O A Z W W N l7 z W Ul z J J U C') M N M i O N N LU J_ LU O U LU LU LU U) w Q 0 0 N z C) O Q. F--1 66 F-4 rLU V 1 1.L 1 LU LU LU w U J F� 1..1� 0 O LU w U) W O U w J U ~ Uj W O LU� _ fl- v7 rJOB NO. l 72134 SCALE 1 "=60' COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SHEET NO. 1 \ GENERAL NOTES: �= f 1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA FLOODPLAIN MAPS # 51003CO228D NTH 0 & #51003CO229D. 2. STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. SEE THIS PLAN FOR LOCATION. III / 1 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE I 1 EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SIC R. LLINS� SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE P ROAD -- - \ - Lic. No. 035'791 JARMANSGA - - CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF -7-, ..(EXISTING VAR. WIDTHPUBLICRIW) D.B. 6z6 PG.578 ------ - _ _ _ _ \ CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER SERVICE PIPING; 06/08/20 cfi� _ /� UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL "'S _ _ I FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY � IONAL E PUBLIC UTILITIES SERVING THE PROJECT SITE. 4. CONTRACTOR SHALL VERIFY SIZE TYPE & LOCATION OF EXISTING WATER LINES ON THE SITE. i EXISTING 12" DI WATERLINE\�Jtir (OT6i -- — �DISTANCE -- u,I EASEMENT CHORD=390 3466. 1' `o o I I I- l VAR. WIDTH SIGHT 39 55 � — �v 4 _ J I DB 8 8 PG ° z — / ➢4� i' -- / y 4 4 555 N � ��-;— - � s' r�� OPEN SPACE — — ' w D.B. 4848 PG. 555 j / ,Z2�c��� L EXISTING 8" DI WATERLINE � / SJZo EXISTING STRUCTURES &DRIVEWAY>_ 4g' � 7 - TO BE DEMOLISHED \ j; 3o'F ti _ �\ I I EXISTING WETLANDS _ f I I 1 LOT6� / � / S9 ��� / Z V� - ti 3� ��EXISTING i5 PR SCRIPTIVE � I zo' SA / O ° RIGHT-OF-WAY EASEMENT I I \ A g I II I I I I SEWER AS MENT I N24° 56 41 Ems/ �� °OS 59E �.� I �V� ' \ �AV` TMP: 05500-00-00-078A0 �� m / I I I DB 4848, PG 555 7.52 V - �36, -- U) m / OWNER: OLD TRAIL CREEKSIDE V LLC -� 1 / ° Lu' , - 1F 'v EXISTING 1z" DI WATERLINE \ - L I N3913156.1z hh �� ZONING: R-1 / E 11419751.13 0 O O Q ACREAGE: 3.5o AC �- �' _ ! M 4797/54 I I/ / II � � 7 l 2 "' TMP: o oo-oo-oo-0 8Co 1 _ . _ H `" DB/PG: / I I I TMP o EN SPACE °oE° OWNER: OLD TRAIL CREEKSIDE V LLC / > z w DB 456o, PIG 213 ZONING: R-1 (oBSAC) ACREAGE: 4.11 AC / rLdT 5§ DB/PG: / _ 6� oI / I 1z. WIDTH 4797 4 6 / _ EXISTING too' STREAM W ° N °6 I:I /I SIDEWALK EASEMENT I 2o' PRIVATE' I y� 1 N o; BUFFER (TYP.) oo i LOT 57 - - /I DB 8 8 PG 555 SEWEREASEMENT I 59 85D5' 33' W 447I \ / i / 1 -- - /� / 1 � DB z PG 1zz I � ' EXISTING 8 � SANITARY SEWER -\ �� I , o _ / �, . zo' SANITARY / ,�� - zo' SANITARY / /I SEWER EASEMENT SEWER EASEMENT DB 4848, PG 555 � /' �; Y �DB 447 \ 5 / LO 5 3 4 z95533g \ S66 0 8�31 -SEWER E SANITARY i' 1 V = LOT n T 8 IF 11 1 �4 70 � / o DB 6z6, PG S78 EASEMENT o _ � © 3 4 57 � �\ \ l �I� OPEN SPACE / vry / / \ \ ` ✓� /( (j TMP o55Eo 04-0o-000C D.B. 4382 PG. Sag .395 A L I /CD DB 4382, PG 329 I I F�� / �86 64 i /Lu 2o' WIDTH a o / Q o - / 2 - a �4 �6 I C) SIDEWALK EASEMENT ° ° / OLD TRAIL 8 w � � - io' WIDTH z e CREEKSIDE III / o �- I I DB z PG 1zz O 0 EK �o - V� - SIDEWALK EASEMENT �� ��6°6 i ue�c y��� A _. I l �I �i /�� I I I �I �� 447 i I / IV3912839.72 I _ \ DB 6z6 PG 8 % C> o J P / , LO 4 c a PHASE IIIA E 11 zo 6. IT \ \ zo' SANITARY \ 4 57 \�����, a 9p \\ \ \ \ / /I / �l l/ l I I �1 \ \\ D.B. 4472 PG. szz \ F 4 45 33 / SEWER EASEMENT e \ // 7, LOT 4E / EXISTING 8" SANITARY SEWER i ` - - c \ DB 4626, PG 578 \ Qv1z.5' WIDTH \ �so �� / ��� , / I I I _ I I / SIDEWALK EASEMENT ass / /� I LOT48 LOT VAR. WIDTH �G a \ �/ " �/ I 47 DRAINAGE EASEMENT 1z.5'WIDTH L0T44 ��h� DB 6z6 PG 8 �i I V A _ c 4 57 DB 447z, PG 122 SIDEWALK EASEMENT O + DB 456 231 EXISTING 8" DI WATERLINE 11 VAR. WIDTH L9 _—DRAINAGE EASEMENTf --- / \ \\ 39 7 7 % - ADB 4472, PG 122 II 1 III f I co N 1z 6 1z � BIRCHWOOD HILL ROAD (EXISTING / A / E11419484. �� V�/ . / V� _ ��. D.B.447z PG. PUSLICR/W) r VAR. WIDTH PRIVATE s DRAINAGE EASEMENT " , " // � 1 � - — - w' _ — - _ � ., Wy� LOT 43 DB 4626, PG 578 1 J o'WIDTH \ it 1o' PRIVATE I ( SIDEWALK EASEMENT° v I zo SANITARY DRAINAGE EASEMENT / DB 447z, PG 122 1� A SEWER EASEMENT � � I / ! i DB z PG 1zz �� I DB 4626, PG 578 r i OLD TRAIL 447 , \ I I 1 CREEKSIDE III PHASE 11 I N I I I /' , i DB 4382, PG 302 I LOT 39 LOT 40 �OT38 LOT42� _ / / / % / / / I 0 OT 53 �V / / zo' SANITARY I ��/ �I I LOT 37 II OLD TRAIL /I / / --�� ,' / / / / / / I I O I I 20' SANITARY I LOT z/ / /' �- _ i // l N SEWER EASEMENT 1 \ /� m CREEKSIDE III PHASE IIIA / 4 SEWER EASEMENT N DB 438z, PG 3oz � � 1 LOT y5 \ � I � � DB 438z, PG 3oz DB 4472, PG i38 � I / I EXISTING OPEN SPACE o \ � DB 4626, PG 578Ld l / 0 wro" VAR WIDTH \yz _IEXISTINGTRAIL& L T 24 DRAINAGE EASEMENT 30' ACCESS EASEMENT 10' WIDTH DB 438z, PG 3oz DB 438z, PG 3oz l EXISTING STREAMSIDEWALK EASEMENT I _ OLD TRAIL BUFFER (TYP.) I / / I W DB 4382, PG 3oz (CREEKSIDE PHASE II // J / / DB 3587, PG 482 - -- - - - - -Z ZLoTi / LOTz2 LOT 32 __ _ IL9 0 J _ TMP: O 00-00-00-0 AO 1 I� LOT213 � i VAR. WIDTH /i i \ 55 79 \ / / EXISTING STORMWATER 1 / i - -I \. ,� / % ,> �� � y, /�_DB DRAINAGE EASEMENT LOT34 � (PORTION OF) \ �A j/ MANAGEMENT FACILITY / �i \ � 438z, PG 3oz QT35�OWNER: MILLER ROBERT PAUL ORI// KAREN MARIE / / I V - ���,��y ` ZONING: R-1 \ - - �' \ I ' / \V L _ BENCHMAR=755.46' ' I ' ACREAGE: 8.oz AC 2 / " \ / �, % / - - - - - /9 \ '� ��� ) / \� - (TOP OF MANHOLE) _ I 000, i _ DB/P—G—: � 1703/6-23 CR EISTING4�PUBLI 42WINDMERE LANE L 12 -'-- —— --J0000° _I I I I LOT 25 L - - - - 17 / / r / 4� ' iOT�sj- \\ LOT 15 / F I 0000, - - - \ 6 / i LOT 28 - - LOT 16 � � �� I /I I \ \ A \ \ 1� I LOT' 'I LOST 27 / O EXISTING 100' STREAM - _ / BUFFER(TYP.) / / / / _ LOT2� 1 ` 1 I I I ! ' / 1 _ LOT zo ", `0, \ T / _ ;L T2 TAX MAP PARCEL OWNER - - A 05500-00-00-079C WOOD, MONTY W & DOROTHY M I B 05500-00-00-064Z1 JARMANS GAP ESTATES HOMEOWNERS ASSOCIATION I ( � � I 1 / / I C 055D0-01-00-000DO GRAYROCK LLC �II -��� / 1 I I \ \ 1�—\ / / 1 V A D 055DO-01-00-03800 HUNT MCCASKEY GURKIN OR JAIME COWAN LOT 23 \ , LOT iz E 055DO-01-00-03300 PEDONE, JASON V OR KELLY D Ig oT� � � � � V� / �I;I � F 055D0-01-00-03100 WEISSER, DEBORAH LOT 1q G 055D0-01-00-00100 THE MARY MARGARET HOLLAR REVOCABLE TRUST H 055DO-01-00-00400 WHEELER, KRISTIN A & CHRISTINA S 11 1 I\ \\ V 1 \ A / LOT'o \ \ \\ ` \ LOT z1 BENC MARK LOT" I 055D0-01-00-000B0 GRAYROCK, LLC \ \1 \ \ TOP 0 BOX=736..11' J 05500-00-00-07700 WU, YIMIN OR HONG ZHU f / ' \ VI` \\ \ \ \ �. i' K 055EO-04-00-000EO COUNTY OF ALBEMARLE �LOT a L 05500-00-00-078BO ANDREWS, WILLIAM M AI \ \ \ _ /� \\ \' \ \ \ ` I�� JACKIE B \ M 055E0-04-00-000GO SHIFFLETT, 1 / GRAPHIC SCALE\� \\ \\ N 055EO-04-00-000FO SHIFFLETT, JACKIE B e0 0 40 80 160 320 \ \\ \ �\ �� \ ` - , - _ \� \ O 055E0-04-00-00000 COUNTY OF ALBEMARLE P 055EO-04-00-000C1 OLD TRAIL COMMUNITY ASSOCIATION V A \ \ �\ / A I \ I Q 05500-00-00-079D3 HATCH LUCI LE B OR PETER J \ ( IN F�ET) R 05500-00-00-079A3 HEPPNER, DONALD GRAYJR & MARY LEACH 1 inch = \80 ft. I I L_ \ ,\ \ \ �\ \ \� ` _ — \ - �/ ' S 05500-00-00-079A2 LEONARD LEE J OR CATHERINE E \ / LOT ZONING R-1 PRD R-4 R-4 R-4 R-4 R-4 R-4 R-4 R-1 R-1 R-1 R-1 R-1 R-1 R-1 RURAL RURAL R-1 LOT 29 ACREAGE 5.57 AC 5.52 AC 1.79 AC 0.32 AC 0.43 AC 0.38 AC 0.33 AC 0.25 AC 0.07 AC 1.00 AC 1.24 AC 2.00 AC 0.07 AC 1.29 AC 1.94 AC 0.61 AC 2.84 AC 4.83 AC 3.63 AC J _ U W ' ulD vJ W ZW � LOT 18 W DB/PG 444/094 � Q 992/297 4130/034 O O 4185/254 N 3447/631 4424/532 4776/585 4560/231 1949/283 4382/329 4626/569 2643/352 4719/646 z Q 0 O Cz �Lu V / Q I Lu 0 r I V 1 Lu Lu re U I —I Q I..L 0 J O z O 0 z O �u V HI W w J f- Lu w w a U) JOB NO. 172134 SCALE 1"=80' SHEET NO. 2 cn �z J �J 0 w U o U � a 3 z L W O W Z L z0 W- U z� _jL � Q L o r L PLANT SCHEDULE EXISTING 15' PRESCRIPTIVE A /� RIGHT-OF-WAY EASEMENT - U l.• 0AD R� BIRMINGHAM COURT PROPOSED zo' LANDSCAPE _ - - V F VAR`p STREET TREES & BUFFER EASEMENT - � � o wlprN \ Tangent Data � R/� Description PT Station Northing Easting QP QUERCUS PHELLOS ' - \ Start: 10+00.000 3913212.991 11419232- z3 End: 10+49.028 39131-94.024 1.1419277.634 BIRMINGHAM COURT: \ f \ LOT 2 EXISTING SIGHT DISTANCE EASEMENT IA % �_ Length: 49.oz8 Course: S 67014' 29.7954" E 339 LF OF STREET FRONTAGE PROPOSED LA: 20,294 SF M LOT 1 Curve Data 9 STREET TREES REQUIRED, g STREET TREES PROVIDED / �\ II I SF BA: 12 802 SF 11 � \ Description Station Northing Easting PROPOSED 10' PRIVA LA: 20, 266 S F /�� P g g JACKSON LANE: ' T � � i � / i \ PC: 10+ oz83913194.02411419277.634 I \-9 TE 49 / A -� / � RP: 1 8. 11 1 00 795 LF OF STREET FRONTAGE PROPOSED BA: 14 364 SF EXISTING PROPERTY LINE 39 337 453 4 9355 4 PROPOSED SWM FOREST AND ? k Ty SIDEWALK EASEMENT ,' / \ PT: 11+27.3-49 3913178.457 11419353•683 zo STREET TREES REQUIRED, zo STREET TREES PROVIDED a, OPEN SPACE EASEMENT / o �� EXISTIN�R/W / Delta: zz° zz' 47.7559" Type: LEFT / CREEKSIDE V gRadius: 200.000 DOC: z8° 38' Sz.4o4o" Length: 78.121 Tangent: 39.565 PHASE I ' PROPOSED R/W � � \ / / / ! Mid -Ord: 3.802 External: 3.876 NO PARKING SIGNS SHALL BE / Chord: 77.625 Course: S 780 25' 53 6733�� E i LOT 3 \ / / PLACED ON THIS SIDE OF THE OPEN SPACE STREET WITH 1 o' MAX. SPACING Tangent Data / ,K, /� LA: 21,110 SF ��\ 35`R ��' / / 5 \ Description PTStation Northing Easting / i Start: 11+2 .1 1 1 8. 11 1 .68 / C BA: 10 28 SF �t�� / 7 49 39 3 7 457 4 9353 3 0.941 ACRES l / -- - - End: 11+66.976 391-3178.194 ° 11419393.509 i m - -- - - - - - -- - - - �0 ,j \/ Length: 39.8z7 Course: S 89 37' 17 5513" E D - o� _ � � -' SIGN � _ � zoz __ _- _ / PROPOSED SPEED LIMIT _ V ---PROPOSEDSTREETSIGN� JACKSON LANE s m R Curve Data pol LOT 4 PROPOSED 6' PLANTING STRIP i - - � 45� \ Description Station Northing Easting \ r) LA. 20 168 SF \ PC. 10 00.000 3912715.o64 11420075 859 I I 18 GARAGE SETBACK TYP. -�� ' <,. :_ = a / ;/ � � , I 7 BA: 1 28 SF 9 QP BIR,p��% / RP: 3912684.6o8 1-1420574.931 4i 3 NO PARKING SIGNS SHALL BE - ! %j 6 PT. 11+1 , 0 1z8 0.8zo 11 zoo 6. 8 / � I „\ /( B �/G O � l 7 9 5 39 3 4 9 7 7 PLACED ALONG THE CUL-DE-SAC _ -- - s �1 �7 Delta: 13° 30' 39.z18o" Type: RIGHT \' \ WITH 1So' MAX. SPACING -- --- _- C%Rpq qM Cps / Radius: 500.000 DOC: 11° zT 3z.9616" \ Q� �v, / - - -- _ = ' R% / Length: 11 o Tangent: zz - _ / / 40 7.9 5 59• 7 _ g 9 r -- - PARKING ALLOWED ON THIS SIDE Mid -Ord: 3.471 External: 3.496 Chord: 117.632 Course: N 10° 14' 51.69o5" E -- - - PROPOSED STOP SIGN Q��-1 / - -- � � ----- - _ / PAVEMENT / � / MILL & OVERLAY EXISTING P EXISTING PROPOSED VDOT STD. CG-12 TYP. / / " \ SEE DETAIL ON THIS SHEET. Tangent Data ( ) i / / CREEKSIDE Description PT Station Northing Easting EXISTING 5' PRIVATE % /' �� \ \ OPEN SPACE Start: 11+17.905 3912830.820 1142oo96.787 \ PROPOSED CLASS A TYPE 1 _ EXISTING CREEKSIDE SIDEWALK EASEMENT / _ % End: 13+55.787 3913058.303 114zo166.349 II OPEN SPACE / / ~' 4 / �' PEDESTRIAN TRAIL Length: z37 88z Course: N 17° oo' 11.z995" E I � j 1 ' EXISTING R/W 7 \; � NOTE: ALL OPEN SPACE TO BE �% A DEDICATED TO ALBEMARLE COUNTY I / ! PROPOSED SIGHT DISTANCE EASEMENT / l / QJ / 1 REQUIRED FOR AREA OF SIGHT DISTANCE LINE /<v / / OT OPEN SPACE OUTSIDE OF THE ROAD RIGHT-OF-WAY_%Z� / S°9 / / TMP o55Eo 04 00 000Eo SYM BOTANICAL COMMON NAME SIZE CANOPY (So TOTAL SITE QUANTITY I COVERAGE (so WP-2 WILLOW OAK 12 1/2" cal. 1 419 1 29 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12', EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS _ PROPOSED ASPHALT LAYERS __ EXISTING SUBBASE_ PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I'/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) 12,151 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1�/z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EX15TING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAJNAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REV 11707 FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 VIRGINA DEPARTMENT OF TRANSPORTATION 315 I 1 ��% o.85ACRES S6 ��� i D.B. 456o PG. z13 z Q-,�`�` / s I s � 4 / / EXISTING PEDESTRIAN TRAIL CREEKSIDE PHASE III �1 I q i MATCHLIN � S E E THIS SHEET EXISTING PROPERTY LINE 1 I O EXISTING too -YEAR STREAM BUFFER / �� f �` EXISTING III WILLIAM M ANDREWS S� CREEKSIDE / D.B. 1949 PG. 283 \ % �-O �2 OPEN SPACE GPIN: 05500-00-oo-78Bo ��/; , =\ , �� - - - 2 iCREEKSIDE V G� ` / LOT v �, � -o � � � ��I I � '� / � LA: 26,149 SF ��� c� 0 i �� �I PHASE II \ �' II 1 . / _ _ BA. 18 S F l \ �_ �o ti� �� TS3 �537 LOT \ \ C 0�° 3 , v / \ LA: 23,627 SF BA: 16,620SF PROPOSED CLASS A TYPE 1 TSO �� I 18' GARAGE SETBACK (TYP.) PROPOSED CLASS A TYPE 1 _ GL PEDESTRIAN TRAIL I _ PEDESTRIAN TRAIL .J O � � 4 .� � �p � PROPOSED 5' CONCRETE SIDEWALK \ - / LOT 1 _ PROPOSED 6' PLANTING STRIP LA: 22,406 SF "NO PARKING" SIGNS SHALL BE � 1 • �� PROPOSED CLASS A TYPE 1 20 QP � � � r( I \ V II / �,�,� 60. BA: 16 SF i PLACED ALONG THE CUL-DE-SAC PEDESTRIAN TRAIL � � /' i43 � I \ , Ltti " WITH 15o MAX. SPACING iryl I \ \ OT / / - -- --- - --- - - D cG- Y 60" 3 �' VDOT STD. 6 (T P.)� III f \ \\ �. MATCHLINE - SEE THIS SHEET 8 SF LOT 4 VDOT STD. CG-6 (TYP.) P3, i I � ; / y _ \ 1 25 SF y r NOTE: ALL OPEN SPACE TO BE \ u - y �O S j � , DEDICATED TO ALBEMARLE COUNTY n 3 A v % I ����� ��/407. v / I 4 p EXISTING SWM \i9 BgCK ti/ v. I r iii' I / PARKING ALLOWED ON THIS SIDE �� / -- 91 i 2� (Typ FACILITY PROPOSED 10' PRIVATE i is II r SIDEWALK EASEMENT ntrA _./ ! �ii" \ �� / ��% PROPOSED R/W I L ) ) ci'i�L CREEKZIDE PHASE II \\ i /OPEN SPACE I��� I �i�<,,��%��,���' / EXISTING R/W / LOT 5 PROPOSED CLASS ATYPE I L - _ - Tom' tl �,i%iii yy,\,� \ // \ �T �� \ �� ,540 S 1 PEDESTRIAN TRAIL - 1.1 ACRES J �T�6 / �BA:14 156 SF �� 44 EXISTING 10' PRIVATE / C' / � � � i .� \_ ---- i - 1 SIDEWALK EASEMENT i / 4 r 1 I ��� Zo / i • / / EXISTING R/W / /011 -1 J - ---- - PROPOSED STOP SIGN / ) F ,/ / �Q' 1 _ i J i i V - W PROPOSED VDOT STD. CIS (TYP.) �.. , o \ c� �a EXISTING 12.5' PRIVATE / SIDEWALK EASEMENT -- it --- S F / EXISTING too -YEAR STREAM BUFFER I o _ _ y S / P Cb / NO PARKING SIGNS SHALL BE \ / 84 j yI/l/ - / PROPOSED CLASS A TYPE 1 \�• CRC O0� -� / PLACED ON THIS SIDE OF THE PEDESTRIAN TRAIL ( l Oqp , Hj ! STREET WITH 150' MAX. SPACING YIMIN OR HONE ZHU WU EXISTING SWM o ��xY �. - RVIV n 1, \ D.B. 398z PG. 743 FACILITY "n �� / / / / ,PROPOSED SPEED LIMIT SIGN GPIN: 05500-00-00-07700 CREEKSIDE ..1 II � ' OPEN SPACE , 1 � ! � � � � � \ �yy � PROPOSED STREET SIGN _-- -- , , r7l PROPOSED INGRESS/EGRESS TO SITE i[ y� i - - i �j 8 I it i �;. �� 407- MILL & OVERLAY EXISTING PAVEMENT. �2� .ig SEE DETAIL ON THIS SHEET. y / JAMES R. D.B. 3879 PG. 408 / 0 IEXISTING GPI N: 0 5 5 i � 0 PEDE TRIAN TRAIL 0 S 4 PA T T - COM C ED AGGREGA E 0 2 SM-9.5A 0 00-077A10 I �I ` BASE COURSE, VDOT #21A �O;, SURFACE COURSE 40 V� \ I 1 !, EXISTING ioo-YEAR STREAM BUFFER I Q, COMPACTED 5' 1 SUBGRADE CREEKSIDE OPEN SPACE �, , APR CLASS A - TYPE 1 LOW -MAINTENANCE / :� �� ��� ----PROPOSED PEDESTRIAN ,���� NOTE. THERE ARE NO PRESERVED OR MANAGED �y BRIDGE CROSSING PEDESTRIAN PA THWA Y DETAIL STEEP SLOPES WITHIN THE PROJECT LIMITS. / I I NO SCALE GRAPHIC SCALE // \ ( IN FEET - ' 1 inch = 50 ft• 0 i / � ltl W o SCOTT R. C LLINS� Lic. No. 035'791 ,� '�.ZS'S 08/20 I ONAL z O a r- V1 Zw co o 0 < O � F- LUV 1 W w L9d� z CM 7ZM J a� N cy) 0 Q N 0 C:) w 0') Q H� w > as w J z - �.0 q) U) z w Q Q LD I- _ I- ^ L.L J 0 D Q O U > � ww 0 LLI (H� Ul V / V) Uj w w w DC z� U (n J J w Q J!Q 0 V Q C:) -� N 0 w J F- U F-F- LU 1-1 w w Ln JOB NO. 172134 SCALE 1 "= 50' SHEET NO. 3 z s= w w w z z o w u Un z �- E O 0 C-0 F U 0 0 s= 0 D U 0 (0 6 (n > C U 6 C: - PROPOSED SWIMFOREST AND E SIXE SIX TING 1z" DI WATERLINE OPEN SPACE EASEMENT - I M AA - EXISTING FIRE HYDRANT _ M - JARMANS GAP �M - PUBLIC 780 - - ROAp ' BAR. ROAD --- ;-� �` � oI PROPOSED io' PRIVATE �" `-_ wlpT'H R/w) °Nac; m SANITARY SEWER EASEMENT MH-52 - - - - - - M l o - ` / �\ I I LOT ^ LOT 1�9 0, PROPOSED 8" SDR-26 PVC / / PROPOSED SANITARY SEWER �y SANITARY SEWER (TYP.) SERVICE LATERAL (TYP.) EXISTING C RT PROPOSE D 20 WATERLINE EASEMENT EX-STR-116 DRAINAGE AREA (TYP� O"k- EX-STR-4 PROPOSED CLASS A TYPE / PEDESTRIAN TRAIL I / LOT 3 OPEN SPACE 'CREEKSIDE 7770.0 TC �Xo� � \ / PHASE I 767.24 EP = �_ 1 ti� / EXISTING STORM 767.57T '� SEWER SYSTEM / PROPOSED TYPE A� ti� J o Q BLOW OFF ASSEMBLY �A Sa x ��_ �- E STR 1i3 LOT 4 � 4f co Q 766.i7 EP \ PROPOSED " CL DI WATERLINE \ X°o ' ' ` 4 53 - a 766.So rc v MH-51 /� PROPOSEDWATER _ PROPOSED 20 SANITARY �\ -. �Z,� - - SEWER EASEMENT SERVICE (TYP.)-- `�V "� Sow 766.71EP EXISTING 8" DI WATERLINE 767.04 TC O PVI STA: 1.1+48.98 PVI ELEV: 766.74 K: 2.50 LVC: io.00 LOW PT. STA:11+48.98 LOW PT ELEV: 766.79 780 00 It co 14- a) co rn 00 M I'° 't"D M I'D' LniD '+I H �w �w ROPOSED CUL-DE-SAC >m >w 775 m w INTERSECTION WITH EXISTING GRADE F BIRMINGHAM LANE = ii+ BEGIN CUL-DE-SAC STA.io+68 -PROPOSED GRADE �o0U 3.5' PROPOSED BLOW -OFF ASSEMBLY (STA. 9+94) PROPOSED 4" CL. 52 DI WATERLINE 00 I� CY) r� Ln r^- ELEV = 767.10 770 -2.00% 765 ROPOSED VDOT STD. CD CONNECT TO EXIS 8" DI WATERLINE V 8"4' T.S.&V. (STA. EXISTIIVG� - 1 '_ - -- __ / BjR = OPEN SPACE �/ - - �p M 10+00 10+50 a+oo 11+50 12+00 _ - --- - - _ j I�N�,y PROPOSEDVDOTSTD.CD-2(TYP.) PROPOSED BIRMINGHAM COURT PROFILE �i � 766.g2 EP - 767.25 TC I {< - _ ��770 / = RQ�� I QQ� TIE-IN TO EXISTING 8" DI EX-M H-45 767.83 EP 767.i6Tc 10, RT WATERLINE w/ 8"x4" T.S.&V. J PROPOSED CLASS A TYPE i \ Rj NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE I PEDESTRIAN TRAIL �'6 / �6� 766.74E vvJ SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE \ 6 EXISTING FIRE HYDRANT 767.07Tc ,� FILL OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR \ I I EXISTING 8" SANITARY SEWER I \ CRUSHER RUN AGGREGATE SIZE 2 5 AND 26 PER VDOT ROAD AND BRIDGE , EXISTING 20' SANITARY I <OTj `EX-STR-112 \ \ SPECIFICATIONS, SECTION 302.o3G. I I SEWER EASEMENT I TIE -INTO EXISTING SANITARY n,. / �O SEWER MANHOLE <OT (EX-STR-iz4 I ��' / NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST T I I S6 - \ �; PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE \ S, I I <OT - f (EX-STR-123 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS \ SS Ex sTR-111 S9 BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN I I I I DRAINAGE AREA (TYP.) I ` I / / EXISTING STORM SEWER SYSTEM ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE I I / SPECIFICATION 303.04 I I L_-- �C-5T -a22- I / EX-STR-110 " \ EX �T17 i21 _� � - � �� �/, EX-STR-zog /` ;�X15,1-ING 5� OPEN SPACE I EX-STR-1o8 - i N EX STR 1 I I EX-STR-118 / 161. A IEX-STR-117 EX-ST 120 `pVCOL. \\ EX STR-1o6 EX-STR-zooi V A so 0 y/ X-STR-zo <�03 o EX TR-119 I V " Sp �\ �� MATCHLINE - SE7H3 IS SHEET I -5' i a °o �'1 EX STR,8z 40"TSz a 1 i-� / / / EXISTING 10o STREAM BUFFER - � � � � �� � �/ � � WILLIAM M ANDREWS D.B.1949 PG. 283 GP.IN: 05500,00-00-78Bo GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. PROPOSED CLASS A TYPE i PEDESTRIAN TRAIL PROPOSED CLASS A TYPE 1 I �Q - jam' , \ \ - y A .EXISTING CULVERTS z � PEDESTRIAN TRAIL O � I i � TSB` I� EX-STR-78 \ EX-STR-79 f i I EX!STR-8o -/ EXISTING 20' SANITARY \ \ r / \ SEWER EASEMENT 4000�w EX-STR-81 EX-STR-84 i I : / ! \ �� \ 4 O / EX-STR-1o2 EX STR 85 EXISTING TIE-IN TO EXISTING SANITARY = SERVICE LATERAL (TYP.) Y ) OPEN SPACE EX-STR 101 ! / _ / > fX STR 86 / P. �. 40 EX-STR-8 7 EXISTING 8" SANITARY SEWER ti EXISTING / 1�' \ // "% -/ PROPOSED STORM SEWER SYSTEI SWIM / /i r \ / -C/ I S - ', _ i. / \� / � / - / � , ; \ o NCi B WO FACILITY \ ' l / '! /� / / \ ��DU 1RC STR 12 / ,,%! /� / ; ,/0Q \ STR-126 /� ///� - / EX-STR-86B �S - \ \C R�q yI `� 6s.� EP i i / 4 R \� � 0 0 768 ' S i /� / / % i R/ Q 766.go EP5 '767-54 EP _ -767-87 TC ,I zzzzEX STR o i•'. 4 100, G / • T �� EXISTING STORM SEWER SYSTEM (�, STR-125 o TIE-IN TO EXISTING STORM ti SEWER DI STRUCTURE \ O T / l3i� / i / ; ;'�, EXISTING 8" DI WATERLINE O v v �0%,��� 1�'� T�9 TIE-IN TO EXISTING 8" DI _ v v, �� WATERLINE w/ 8"x6" T.S.&V. / EXISTING FIRE HYDRANT -m 2 TING ✓ITH 11+77) 785 PVI STA:1o+i8.00 PVI ELEV: 767.98 K: 2.50 780 LVC:1o.00 LOW PT. STA: io+i8.00 LOW PT ELEV: 768.03 °o °0 co 0 0 H N l.0 � l�f'1 00 + + I� n N 00 775 0 o w w V U O rl Lj INTER ECTION WITH > > m w 0i > BIRCHWOOD HILL ROAD m w > m =10+00.00 0° ELEV = 768.34 49.5- LANDING MAX. SLOPE=2% 770 -2.00% 765 CONNECT TO EXISTING 8" DI WATERLINE WITH 8"x6" T.S.&V. (STA. 9+gi) 76o O M 00 00 � kD 1.3' EXISTING GRADE PROPOSED GRADE PVI STA: ii+oo.00 PVI ELEV: 769.62 K: 28.42 LVC: 75.00 O l0 Ln M M n + H w U ul U w w 3.5' L O O 00 rn PROPOSED CUL-DE-SAC + ° PVI STA: 12+40.00 _ PVI ELEV: 776.11 K: 22.74 LVC:6o.00 00 O o N O O ci � o C Uj r H U V LU >m >w m w Z•0o00 / PROPOSED FIRE HYDRANT-' ASSEMBLY (STA.12+33) PROPOSED FIRE HYDRANT ASSEMBLY (STA.12+36) ROPOSED 6" CL. 52 DI WATERLINE a1 l0 U? 00 � � � N LI) N al 00 H al N d s Ni Ll1 l° � rl � r � 5 0 O SCOTT R. LLINS� Lic. No. 035'791 °�� 06/08/20 78o �� ,SIGNAL EAl BEGIN CUL-DE-SAC 775 STA.12+71 PROPOSED BLOW -OFF-' 770 ASSEMBLY (STA. 12+50) -PROPOSED 4" CL. 52 DI WATERLINE z 765 I-_ Z O co O 0 z O cn 76o �■•� cii L L z F■1 N ci M CX'i W ce 10+00 PROPOSED JACKSSI+00 i3+So ON HILL LANE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 NOTES: 1. 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 i.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION DIA. LENGTH* SLOPE INVERT INVERT INLET Curb SLOT RIM COMMENTS NO. (in.) (ft.) (%) IN OUT MATERIAL TYPE Type LENGTH ELEVATION 130 DI-3B CG-6 20 770.33 VDOT STD. IS-1 REQ'D 129 15 60.72 3.41 % 764.00 761.93 RCP 128 DI-3C CG-6 6 768.50 VDOT STD. IS-1 REQ'D 127 15 33.44 0.69% 761.83 761.60 RCP 126 DI-36 CG-6 12 768.50 VDOT STD. IS-1 REQ'D \ 125 15 38.47 1.95% 761.50 760.75 RCP 200 \ I SAG Structure Area Cw tl� (Acres) (Min.) CREEKSIDE V <� 0 q� 126 0.42 0.67 8.5 qo sc PHASE II .� qA 12s o.21 0.64 6.0 �,� 130 1.23 0.57 9.5 \ LOT 2 I j �� GJif0 EX-ll6 0.36 0.71 8.5 EX-120 0.57 0.54 8.0 i DRAINAGE AREA (TYP.)' �d'o EX-122 0.35 0.59 6.5 V� � ;�� EX-124 0.44 0.57 9.0 LOT 3. Al I I LOT 3 � PROPOSED TYPE A OSED 4" CL 53 DI WATERLINE I I� BLOW OFF ASSEMBLY ` j� -- --- --- �3+s PROPOSED 20' WATERLINE EASEMENT 778.27 EP E / /� �/- d � ;.; 778.50 TC xU /x ��� �� 1 PROPOSED WATER �\ SERVICE (TYP.) PROPOSED CLASS A TYPE i ` PEDESTRIAN TRAIL �,.• R MH-50 \, D` SED 6"x4" REDUCELOT 4 - _ r i \PROPOSED FIRE "�? x�o / HYDRANT ASSEMBLY / yti / PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) 0 LOTS ° � � STR-130 �� PROPOSED 20' SANITARY/117 ti SEWER EASEMENT / EXISTING 8" SANITARY SEWER EX-MH-24 / STR-12g� / i i EP / 68.yoTC � 8.69 EP STR 128 EXISTING 20' SANITARY � 769.o2TC >>G SEWER EASEMENT 769.2oEP TIE-IN TO EXISTING SANITARY \ 769.53TC SEWER MANHOLE \ / -\ EX-STR-92)- L-OT� --776 /\EX STR 93 - - - - - ,�,-x ` YIMIN OR HONG ZHU WU / D.B. 3982 PG.743 `• i GPIN: 05500-00-00-07700 y , i 0 w N C) o 0 L9 z z M ch Q J N n Q N 0 0 w z N I --I Q H� 66 w J J ~ ~ ~ w U) V 1 � w < 06 LD O z _j 1 P-11 0 Q Q Z= > U w ' W ` 0 W W I- J_1 Ul LU W W 0 Z Wry Q U O U) J W H� Q E c. OlIf (D 0 0O J N 0 w J LU w a w U) JOB NO. 172134 SCALE 111=50' SHEET NO. 4 v a �I z W �w z Lz i U, 7-z CLJ �0 C IJ L� Q W x o w wCn z 0 z .° w - U v C_ 0 U U o 0 Q� o E Q� >� N 0 v U o U 0 0 C0- c 0 o U � 0 Uj > � U C 0 0 C)_ v 0 �3 �o C NEWAL CONASTRIlCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION 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 PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. 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. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE 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 NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAYBE 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 WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE 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 THIS 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 VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE 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 INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMI T 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 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 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. 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 Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4" CG-6 �� L S/W EX R/W CURe & GUTTER SEMENT I / 3. CONCRETE SIDEWALK PLAN77NG STRIP (5' MIN.) ROADNOTlJA✓ TRIP G `ERA_ TIQ '(PUBL ROAD OAD - VAR. WIDTH R/W) GRADING: - 1 1�00 / �__ - 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE - - STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPOR TA TION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUI TABLE MA TERIAL IS ENCOUN TERED IN THE ROAD WA Y, I T SHALL BE REMO VED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES �o AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. 'I 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE. `p1s 1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH - - - A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4 S) TO BE PROVIDED AS INDICATED ON p1, \ �o16O THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 1 I J. ALL DRI VEWA Y 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 ( ) BIRMINGH ACCORDANCE WITH THE VIRGINIA DEPAR TMEN T OF TRANSPOR TAION SPECIFICATIONS UNLESS i_ _ _ _ - - - - - - _ �6' OTHERWISE NOTED ON PLANS. i UBLIC ROAD 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER 38 ADT 1 � 1 COURSE �013 \ , pz 59 / PA I/EMEN 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 I - - - - METHOD OF CORRECTION. - - �p1 57 SOT 4 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND - - - COMPACTION BEFORE BASE IS PLACED. III' 15a 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL ` ;+ ��� `.1516 t \ I I p147 1 MEETS REQUIRED GRADATION FOR TYPE 1, //, OR 111 PRIOR TO PLACING AGGREGATE BASE. I I I I 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WA I VED IN THE EVENT THAT r _ I I I ; `0149 I yp14S I I � N THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 PjRCN\ r DAYS, THE PUGMILL REQUIREMENT WILL APPLY. r � � ��Oe</CRopOy144Rp 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. � 10, 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION r - - BEFORE SURFACE TREATMENT IS APPLIED.(jzQ� 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT ��� �015. 1 = PRIME COAT RC-250 © 0.3 GAL. SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA -I �OC39 DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. `OT��. �� 1 j 1 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO \ i j% ` ; zp L' \ \ �0138 \, NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED 1 I �0 f - SOT i6 0 1 WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY �° '. I m p13T \ PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN �d THE S TREETS RI GH T OF WA Y. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS TRIP GENERATION CALCULATIONS THAT ARE PROPOSED TO BE STATE MAINTAINED: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 9 SINGLE FAMILY ATTACHED UNITS (CODE 230) ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. ADT: 86 VPD (43 ENTER/ 43 EXIT) iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF AM PEAK: 7 VPH (1 ENTER/ 6 EXIT) ROADBED BASE MATERIALS. PM PEAK: 9 VPH (6 ENTER/ 3 EXIT) iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE rr C I LpS 44 gyp-! t,5 IIII I J I � �7� _ -� f . y ii�01 43 _l NOT 41 I 1 J l � \ Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Birmingham Court 38 5 88 5 5 5.97 SM-9.5A 1.5 2.25 BM-25 3 2.15 21 A 6 0.6 13.43 Jackson Hill Lane 48 5 98 5 5 6.34 SM-9.5A 1.5 2.25 BM-25 3 2.15 21 A 6 0.6 13.43 (Existing) Birchwood Hill Road 816 5 866 5 5 13.93 SM-9.5 1.5 2.25 BM-25 3 2.15 21 A 8 0.6 14.63 r(Existing) Birmingham Drive 610 5 660 5 5 12.98 SM-9.5 11.5 2.25 BM-25 3 2.15 21 A 6 0.6 13.43 COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. DI-3A.38.3c EXPANSION KEYED TABLE OF QUANTITIES EXPANSION JOINT 3'-Xl" FOR DETAILS OF INLET JOINT CONST. BARS J OACH v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT FRAME Nh COVER BACK OF SIDEWALK SEE STANDARD IC-2, JOINT AR ER DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND BARS 2 "CLOTH e " I " MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. m _ F BARS ®$ ___ _ ��i RE o ,� g+ r ." AIRS I WEEP HOLE. SEE NOTE v' °- I , . � o vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL I „,rA INSPECTION. - _ •STEPS.'SE vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF M NCR IICOHTRa JOINT G1TTQi FACER RACK CONTROL JOINT 8„ NOTE 58 THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 2'"0" PLAN SECTION A -A B'MN. A L-VARIABLE - MAX. 1D' MAX. KEYED CONST. JOINT r 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 2'-O" a. I'-'j 2'-6" N f ® 8" 3'-0" 2" _MAPPROACH � A GUTTER POINT OF FINISHED GRADE 1/4':• 1' CG-6 CURB & GUTTER I(TRAVEL LANE) H (TRAVEL LANE) 30'F/C-F/C I- 40' PUBLIC ROAD RIW TYPICAL STRE�'.r SECTION - 40 ' PUBLIC RO�1 D (BIRMIyV6!brA,V COURT & JACKSON LAYVE) 25 SPX DESIGN SP.EE4 PARKING ALLOXED OtV ONE 1P_ NOT TO SCALE 4 " CONC. 3000 psi MIN. a • a A%��� ��%� r \x 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TOP OF 42» R CURB d C C 6" 1 1'- d e 13" as 7"a � d 4 �1,f6» 2' STANDARD CG- 6 CURB & GU T TER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. EX I /W CONCRETE SIDEWALK PLAN77NG S TRIP 5' sl w 1 "-2" SM-9.5A EASEMENT SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 6" COMPACTED AGGREGATE 06°°o BASE COURSE, VDOT #21 A UOR LTIMATE l B DEPENDING TRAFFIC LIMITS AND UNDERDRAINS D �O COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE CG-12 GG-2 A PERMISSIBLE CONSTRUCTION MS DOWELS, 8" LONG GENERAL NOTES 4,_0, a 12 C C JOINTril MIN.. 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) N� WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL. WITH THE TRUNCATED DOMES DETECTABLE 8' B'. st 10:1 B WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TRUNCATED DOMES 4. F RAP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL ISMS SO THAT ADJOINING FLARED SIDES CAR BE CAST INPLACE AFTER PLACEMENTA OF SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 'MIN gPRREE(CNAASST ARS ARE TOPLACEDCENTER 5• ONG FLOOR. WNW 1�w BOTH SIDES TTH FLOOR,MID-D H Or MNI CONCRETE COVER 1FT/t'. 12-1 MAx_ R2°1 MAX. 484 MAX. BACK OF CURB S. CUM CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 20, 1 ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B " 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 PARALLEL L SECTION A -A ¢ AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY I' 2.- CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NDNEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRASSWALKS ' RMISSIBLE b y,1•� 7 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT CONSTRUCTION JOINT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS ,,,, CAN AAPPROAO"'M�CHED ENTE�D -� q� � � vSECTION ' ACCCCESSIBLETEEDL�MSE�S OF AA FARM CILITY THAT BE AND USED BY PEDESTRIANS. 5¢ * ¢` yp:1 M B-B N1 S. RAPS MAY BE PLACED ON RADIAL R TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2 AT `E , 2'• NIGHER THAN EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT )K1fC ,SAME AS TOP OF CURB NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 4. ALTERATIONS 9. YPI COyCIETE SID ALK IS 4'• TIiCK. }IyHEN. THE NTRANCE RADICMMOT OCOVEC THE TU REQUIRE ENT� F A'1T�CUPI�y�D F+FA Y TRUCK TYPE C 7�. REFER TO ST IFRD CG-13, COM�ERCNAIL ENTRNNCE (HEIVY TRUCKTRAFFIC) FOR C TE DEPTH. 10, WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH PARALLEL & PERPENDICULAR Y A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED Y =4 a 1.8" - 2.4" TRUNCATED DOME �3, CROSSWALK AREA. i C-C O C y JyJ N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 �U 6 U) =Of U M 00 0 O 0000 0000000= _ (A) + C �_vU q mV 0 0 0 0 0 0 00 0 0 0 0 0 0 0 N 00000000000000 OZ CROSSWALK 02" 50X - 65% OF BASE DIAMETER 0 0 0 0 o O O 0 0 0 0 0 O 0 0 S TYPICAL PLACEMENT OSSWA TYPICAL PLACEMENT I 0 0 0 0 0 0 0 0 0 0 0 o O 0 o AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK O9 14 V,Uri�E 4'MINIMUM. WITHIN CROSSWALK (WITH BUFFER STRIP) BAK DIAMETER PAY LINTS TRUNCATED DOME DETECTABLE WARNING IRS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK, LANDING DETAIL ((46" WIDE) ATFORALFTERARB FIAMP. MINIMUMCURB RAMP LENGTH B FEET FOR NEW DETAIL ION S. SHEET 1 OF 4 SHEET 2 OF # CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE REV.7/05 GENERAL NOTES TYPE A (PERPENDICULAR) APPLICATION oZ oz NEW 7/05 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A ■/d TYPE L AREA OF SLOT REINFORCING STEEL Comrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft S . Ft. Cu. Yde. No. Lin. Ft No. Lin. Ft No. Lin. Ft. No. Lin. FUP No. ILIn. Ft. No, I Lin. Ft# No. Lin. Ft Lbs. DI-3A 2'-6" 1.15 2.25 - - - - 1 5'-7" 3 3'-2" - - - - 6 '- 22 4' 1.83 2.59 5 P_8" 2 8'-7°' to 6'-10" 3 5'-7" 3 3'-2" 4 1'-B" 3 1'-8" 4 •_ '• 84 8' 2.75 3.02 5 3'-8" 6 '-7" '_ „ 3 5'-7" 3 3•_2" 4 3'-W. 3 1'-61. 4 8' 3.67 3.45 5 5'-8" 10 '- " '_ " 3 5'-7" 3 3'-2" 4 5'-8" 3 1'-6" 4 - 158 DI-3113 O' 4.58 3.90 5 7'-8" 14 8'-7" to 8'-10" 3 5'-7" 3 3'-2" 4 T-8" 3 1'-B" 4 - 204 IT 5.50 4.34 5 9'-8" 18 - - 3 5'-7" 3 3'-2" 4 9'-8" 3 1'-6" 4 - 251 ' 0.42 4.78 5 11'-B" 22 V-7- to &-110"'-7" 3 3'-2" 4 3 1'-B" 4 298 16' 7.33 5.22 S 13'-8" 28 1 V-7" to 8'- 3 5'-7" 3 3,_2'• 4 13'-B" 3 1'-6" 4 345 is. 8.25 5.66 5 15'-6" 30 V-7" to V-101. 3 5'-7" 3 3•_2" 4 15'-6" 3 1'-8" 4 - 5 IT-6" 34 '- " to W-110" 3 5`7" 3 3•_2" 4 1 17-6"3 1'-6" 4 6' 2.75 3.01 10 1'-9" 4 W-7" to 6'-10" 5 5'-7" 3 3'-2" B T-9" 6 1'"6" 2 a. 3.67 3.45 10 2'-9" 8 V-7' to W-XY' 5 5'-7" 3 3•_2" B 2'-9" 5 1'-6" 2 15B 10, 4.58 3.89 10 3'-9" 12 B•_7" to 6'-O" 5 5'-7" 3 3•_2' B 3'-9" 6 1'-6" 2 - 10 4'-9" 18 '-7" 3 T-2" 6 1'-6" 2 _ DI-3C 14' 8.42 4.77 W 5'-9" 20 V-7" to W-X)" 5 5'-7" 3 3°-2" B 5'-9" B 1'-8" 2 - 298 16' 7.33 5.21 W B'_®•, 24 ,_ „ '_ " 5 5'-7" 3 3'-2" B 8'-9" 6 1'-6.. 2 - 9.65 X) 7,-8" 28 V-7" to 6'-10" 3 3,_2" T- " ® 1'-B" 2 - 20' 8.17 8.09 1p 8'-9" 32 6'-7" to W-10" 5 .. 5'-7" 3 3'-2" 8 B'-9" 8 1'-8" 2 439 ------------------- NOTES :- MS - } - - , - 4f I. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. *4 X B" SMDOTH DOWELS AT APPRO)OMATELY ib. THIS AREA MAY BE EARTHEN, N WHICH CASE I BARS F S E LyB N 12" C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 4k3" DIAMETER BARS E 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. WEEP HOLE BARS B AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. - - - I FRONT ELEVATION BAD F 8" 1'-8" 8" MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (GUTTER REMOVED) „ 3'-0.1 PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOL.� WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH '/�" MESH OBTAIN TRUE QUANTITIES. FOR MEETS OF 5XI/4" BENT PLATE SECTION B-B DIMENSIONS SHALL DETERMINED BY THE OR GALVANIZED STEEL WIRE,MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 8" 8" . • .. 4- L2LVQ2W1/4'1 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03".NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FR EACH FOOT CLOTH ANCHORED FRMILY TO TFE OUTSIDEOF DEPTH. 3. WHEN SPECFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE.IA.. RTO BE SHAPED N ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 TYPE A NOSE DETI,SHA L BE USED WITH CG-3 b CG-7 STANDARDS. ���. �AIS-1. THE COST OF FURNISHING IWO PLACING N1 9_ ALL REIIFORCNG STEEL SHALL HAVE A MN. OF 2 IS TO BE L +18" AT 4.10 LBS./FT.. AA1l.CC!!MATERIALS INCIDENTAL TO THE SHAPING IS TO 8E COVER OF 2"- TYPE B NOSE DIET SHALL BE USED WITH CG-2 STANDARDS. TYPE A I INCLUDED IN THE BD PRICE FOR THE STRUCTURE. I& * DENOTES LENGTH OF ONE (1) BAR. TYPE B /x" X 4" STUD SHEAR CONNECTOR WELDED 10_ ALL REIWORCNG STEEL TO BE CUT CLEAR OF GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE RON AT 21C-C. IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19, ALL REINFORCING BARS TO BENH5. CONNECTORS AND IS TO BE ANCHORED WITH %q" X 4" STUD SHEAR 4. PIPE IS HIGHER THAN THE BOTTOM OF THE WELDED TO BENT PLATE AT T C-C. NOSE DETAILS STRUCTURE THE INVERT OF THE STRUCTURE If. CAST- N PLACE CONCRETE 1S TO BE CLASS A3 20. WREN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO R. PAVEMENT PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. G-3A L DI-38 L DI-3C L WAGED PAVEMENT IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. F INLET IS CONSTRUCTED IN MEDIAN CURB OR _ _ _ 6. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0' WITH INTEGRAL CURB, GUTTER IS TO BE �'A OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). I I J J \ I �'�'W •• " C THIS ITEM MAY BE PRECAST OR CAST-N-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH DETAIL WHEN USED CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 Shoot 2 of 2 STANDARD CURB DROP INLET STANDARD CURB DROP INLET 12" - 30" PIPE MAXIMUM DEPTH (H) - 8' 233 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - S' 04.09 VRGNIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 10430 CG-12 CG-12 •5 DOWELS, B" LONG A ERMISSBE AT 12" C-C `j 5' M. TTSIBLE N IN 12:1 MAX I z Ti 12:1 MAX B j 2' B L RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CUD BACK OF CUREI 20 .1- 4 ;1 Z,M„N SECTION A -A CONNSTTRRUC�TION SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNNG SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB T 6" CURB D 4 6 1 5 7 2 5 B 3 B 9 4 8 >z 5 A 15 B 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 1 A -W-1 I PERMISSIBLE CONST. 5' MN. JOINT I 6 Iin (A A . -I TRUNCATED DOMES V) SEE SHEET 1 OF 4 FOR DETAILS & = i TANGENT PLAN STD 2 CROSSWALK BARK fE CLR 12 :1 48:1 UAW Zo TYPICAL PLACEMENT •, a •4 , AT INTERSECTION WITHIN CROSSWALK 2- MIN. - SECTION A -A NOTE: FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRANNIE IN MINIMUM RAMP LENGTH IN FEET 4' 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 B 4 4 8 5 5 10 8 7 14 7 13 15 B 1s 1s NOTE: THE REQUIRED LENGTH OF A PARALLEL RAP IS LIMITED TO 15 FLEET, REGARDLESS OF THE SLOPE. a 3 V1 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AROADWAY GEOMETRICS PROVIDING THE DIMIN° AND D SLOPES ARE AS NOTED.ND 11 1 i 5 *JY. AT X. 2" HIGHER THAN \\ EDGE OF PAVEMENT AT)K)K,SAME AS TOP OF CURB INS COMBINED (PARALLEL M PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE 50 TYPE B (PARALLEL) APPLICATION REV. REv.7/05 TYPE C (PARALLEL &PERPENDICULAR} APPLICATION 02 VIRGINIA DEPARTMENT OF TRANSPORTATION �n3 nA 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION SCOTT R. C LLINS � Lie. No. 035791 ,� 06/08/20 SI ON 1L -V"Gv z O a < unn m Z LU M o � O o a �..' (n LU z W 0 LU N oCD CD Ul z J J 0 co d� N c MJ I O N N W J U) LIJ - O 1..1� 2 U I W V i Uj Lu VJ LIJ I- rQ V O N z Q O I --I 1� �rUj VJ Q 1 LU 1-1 V) Uj Uj U 1J 11 J O J F-I LU 06 LU O z LU J I- LLJ LU d � JOB NO. 172134 SCALE AS SHOWN SHEET NO 5 C_ 0 U a a C U o 0_ a U N X 0 T� �0 O a r C :L 0 3: O 0s 7 C W 6 W Z Co O C Z O W U va ? Z J C O O U -0 0 U) CO > O T, C U C3 E Design Storm Year = 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOF COEFF CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CA PA- CITY VEL FLOW TIME REMARKS INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 130 1.23 __T_577 0.70 0.70 9.50 5.47 3.8 128 1 1 764.00 761.93 1 60.72 0.0341 15 11.9 1 8.7 7.0 128 0.21 0.64 0.13 0.84 9.62 5.45 4.6 126 761.83 761.60 33.44 0.0069 15 5.4 4.9 6.8 126 0.42 0.67 0.28 1.12 9.73 5.43 6.1 EX-90 761.50 760.75 38.47 0.0195 15 9.0 7.8 4.9 EX-90 0.02 0.72 0.01 1 1.13 9.81 1 5.41 6.1 EX-88 760.65 752.66 213.02 0.0375 15 12.5 10.1 21.1 EX-88 0.77 0.50 0.39 1.52 10.16 5.34 8.1 EX-86 1 751.66 749.68 81.62 0.0243 18 16.4 9.2 8.9 EX-86 0.37 0.50 0.19 1.70 10.31 5.31 9.0 EX-84 1 749.58 744.88 1 164.87 0.0285 18 17.7 1 10.0 16.4 EX-84 0.12 0.80 0.10 1.80 10.59 5.26 9.4 EX-82 744.78 744.30 65.08 0.0085 18 9.7 6.2 10.4 EX-82 0.20 0.70 0.14 1.94 10.76 5.22 10.1 EX-80 744.20 744.05 34.19 0.0094 18 10.2 6.6 5.2 EX-80 0.22 0.70 0.15 2.09 10.85 5.21 10.9 EX-78 743.85 742.47 54.59 0.0253 18 16.7 10.0 5.4 EX-78 0.00 0.90 0.00 2.09 10.94 5.19 10.9 EX-102 739.17 737.49 353.33 0.0048 24 15.6 5.4 66.0 EX-102 0.00 0.90 0.00 2.72 12.04 4.99 13.6 OUT 737.29 736.82 62.38 0.0075 24 19.6 6.7 9.3 EX-116 0.36 0.71 0.26 0.26 8.50 5.70 1.5 EX-114 759.61 759.35 33.12 0.0079 15 5.7 3.9 8.6 EX-114 0.15 0.74 0.11 0.37 8.64 5.66 2.1 EX-112 759.25 758.22 221.29 0.0047 15 4.4 3.5 62.7 EX-112 0.03 0.73 0.02 0.39 9.69 5.43 2.1 EX-I10 758.02 755.58 113.48 0.0215 15 9.5 6.2 18.3 EX-110 0.07 0.73 0.05 0.44 9.99 5.37 2.4 EX-108 755.48 752.27 80.95 0.0397 15 12.9 8.0 10.1 EX-108 0.05 0.76 0.04 0.48 10.16 5.34 2.5 EX-106 751.47 748.61 89.08 0.0321 15 11.6 7.5 12.0 EX-106 0.02 0.77 0.02 0.49 10.36 5.30 2.6 EX-104 7 748.31 740.37 270.07 0.0294 15 11.1 7.4 36.6 EX-104 0.20 0.66 0.13 0.63 10.97 5.18 3.2 EX-102 1 740.17 1 737.49 1 187.30 1 0.0143 1 18 12.6 5.9 1 31.7 PIPE DESIGN n = 0.013 Pipe Hydrology Pipe w � O U O N E .,�, .N O U N C U L N O C O O m 3 U U) �' coX o E a) m o ° tT c a? w 0 Y a) 3 Ta O c p C m CL E o +-' a) N .S N � N a) L N 0 3 E to Lu Q U U U - C'1 C1 J c to L L > LL 0' Pipe run: 130 - IX-90 130 128 1.23 0.57 0.701 0.701 9.50 5.47 3.84 3.84 764.00 761.93 60.7 0.013 0.0341 15 11.93 8.66 0.12 128 126 0.21 0.64 0.134 0.836 9.62 5.45 0.73 4.55 761.83 761.60 33.4 0.013 0.0069 15 5.37 4.90 0.11 126 IX-90 0.42 0.67 0.281 1.117 9.73 5.43 1.53 6.06 761.50 760.75 38.5 0.013 0.0195 15 9.02 7.84 0.08 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a L6 M a� N N O (n a) CL.S _ O) O) C O ,n _ U O a) O O C m MV N � w a ul N -� O (a fl_ O a) Z a) m a) v a) O w v, o U 3 o c o T V O p CO O U 3 U f0 Q. M M a) c _ CO (6 a) N m a) m C rn O ° a) E 7 J F- o O M 3 a) o m U rn c m °' x (n a N O o V a) a E c C a) Q 0 Q " X ?� O Tn X o > J Q U U (n . (n W (n H w v -o H left 0.08 0.64 0.051 0.20 0.00 0.20 0.0010 1 0.0200 2.0 1 0.0633 4.1650 1 5.67 1 0.86 right 0.13 0.64 10.083 1 0.33 0.00 0.33 0.0010 0.0200 1 2.0 1 0.0833 4.1650 1 6.80 1 0.75 128 3C 6.0 combined flow 0.5 0.08 0.183 4.20 Maximum allowable spread=8.5' left 0.18 0.71 0.128 0.51 0.00 0.51 0.0010 0.0200 2.0 0.Og33 4.1650 7.99 0.68 right 0.18 0.71 0.128 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0 33 4.1650 7.99 0.68 EX-116 1 Maximum allowable spread=8.5' 3C 1 10.0 combined flow 1.0 0.10 1 0.223 1 5.11 gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to, stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as (well as yard inlet and roof drain drainage areas. INLETS IN SUMP, DIESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.0 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings CoefficientJ n is 0.013 Inlet Hydrology Curb and Gutter Inlet Q N a) N CL O O c eC w v a ° T 0 m e. o a) OU � � � o O 0 O O U U (6 Fu a) N U Q as c C i O (o U Jc H O ig j 0) t � QO (0 f0 E M n 0 > Q Q U U 6 O 0 C Un i W (n F_ W° -o _0 F_ left 0.08 10.64 10.051 1 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0$33 4.1650 6.80 0.78 right 0.13 10.64 10.083 1 0.54 1 0.00 0.54 0.0010 0.0200 2.0 0.0$33 4.1650 8.16 0.66 128 I3C 6.0 combined flow 0.9 0.12 0.253 5.81 Maximum allowable spread=8.5' left 0.18 0.71 0.128 0.83 0.00 0.83 0.0010 0.0200 2.0 0.OI33 4.1650 9.58 0.60 right 0.18 0.71 0.128 0.83 1 0.00 0.83 0.0010 0.0200 2.0 0.O�33 4.1650 9.58 0.60 EX-116 F 3C 10.0 combined flow 1.7 10.14 0.308 7.06 Maximum allowable spread=8.5' gutter longitudinal sllope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. PROPOSED GRADE STR-126 VDOT STD. DI-313 (L=12') R I M:768.So INV IN:761.6o 15" RCP TO STR-128 INV OUT:76i.5o 15" RCP FROM EX-STR-90 EX-STR-90 EX. VDOT DI-313 (L=4') R I M:766.97 INV IN:76o.7515" RCP TO STR-126 EX. INV IN:76o.75 EX. INV OUT: 76o.65 lW STR-128 VDOT STD. DI-3C (L=6') R I M:768.5o INV IN:761.9315" RCP TO STR-130 INV OUT:761.8315" RCP FROM STR-126 EXISTING GRADE 775 STR-130 VDOT STD. DI-313 (L=20') RIM :770.33 INV OUT:764.0015" RCP FROM STR-128 / r 770 PROPOSED 6" CL. 52 DI WATERLINE 765 1.3' 15 RCP 3 76o 60I2 76o 755 15" RCP] L15" RCP 38.47' @ 1.95% 33.44' @ o.69% rq N M 0 ( ) �o am oo a) t.0 �'D k ^ ko 0+00 0+50 1+00 1+50 STR-13o - EX. STR-go PROFILE Table 7: Grade Inlet Design Table Design Year: 10 755 Project: Creeks ide V- Phase I & II VERTICAL GRAPHIC SCALE�r�'� 5 0 2.5 5 10 20 SCOTT R. LLINS ( IN FEET) Lic. No. 035791 � 1 inch = 5 ft. 06/08/20 o HORIZONTAL GRAPHIC SCALE `�"~S'IONAL 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. NOTE: CLASS IBACKFILL 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. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY 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 NOTES: 1. 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. Job #: 172134 Prepared by: AML, PE INLET STATION OUTLET SURFACE (WATER ELEV Lo Do Q0 ZW Sfo Hf JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV Vo �o QIN ViN Qi* Vi V /2g Hi ANGLE Ho Ht 1.3Ht .5Ht 738.77 187.30 18 3.24 0.001 0.18 1.8 0.0 EX-104 2.6 2.1 5.563 0.1 0.02 76 0.04294 0.08 NA 0.04 0.22 738.99 750.67 741!37 270.07 15 2.61 0.002 0.44 2.1 0.0 EX-106 1 2.5 2.1 5.297 0.1 0.02 9 0 0.04 NA 0.02 0.46 741.83 755.16 749 661 89.08 15 2.55 0.002 0.14 2.1 0.0 EX-108 1 1 2.4 1.9 4.542 0.1 0.02 17 0.00575 0.04 NA 0.02 0.16 749.77 758.77 753127 80.95 15 2.36 0.001 0.11 1.9 0.0 EX-] 10 2.1 1.7 3.633 0.0 0.02 18 0.0046 0.04 NA 0.02 0.13 753.40 762.68 756:58 113.48 15 2.11 0.001 0.12 1.7 0.0 EX-112 2.1 1.7 3.511 0.0 0.02 2 0 0.03 NA 0.01 0.13 756.71 767.32 759�22 221.29 15 2.08 0.001 0.23 1.7 0.0 EX-114 1 1 1.5 1.2 1 1.727 0.0 0.01 1 83 0.01442 0.03 NA 0.02 0.25 759.47 763.45 7605 33.12 15 1.46 0.001 0.02 1.2 0.0 EX-116 1 0.00 0 0 0.01 NA 0.00 0.02 760.37 763.41 738I!42 62.38 24 13.56 0.004 0.22 4.3 0.1 EX-102 10.9 3.5 37.74 0.2 0.07 70 0.11378 0.25 NA 0.13 0.35 738.77 746.49 739!09 353.33 24 10.89 0.002 0.82 3.5 0.0 EX-78 10.9 6.2 67.09 0.6 0.21 65 0.32423 0.58 NA 0.29 1.11 740.20 750.67 743�67 54.59 18 1 10.89 0.011 1 0.59 1 6.2 0.1 EX-80 10.1 5.7 57.94 0.5 0.18 60 0.28002 0.61 NA 0.30 0.89 744.56 750.95 745 25 34.19 18 10.12 0.009 0.32 5.7 0.1 EX-82 9.4 5.3 50.51 0.4 0.16 75 0.27074 0.55 NA 0.28 0.59 745.84 750.82 745 84 65.08 18 9.45 0.008 0.53 5.3 0.1 EX-84 1 1 9.0 5.1 46.17 0.4 0.14 13 0 0.25 NA 0.13 0.65 746.50 751.52 746 50 164.87 18 9.03 0.007 1.22 5.1 0.1 EX-86 8.1 4.6 37.07 0.3 0.11 17 0.03257 0.25 NA 0.12 1.34 747.84 757.73 750I88 81.62 18 8.09 0.006 0.48 4.6 0.1 EX-88 6.1 5.0 30.51 0.4 0.14 4 0 0.22 NA 0.11 0.59 751.47 761.07 753 66 213.02 15 6.12 0.009 1.91 1 5.0 0.1 EX-90 6.1 4.9 29.93 0.4 0.13 33 0.10603 0.34 NA 0.17 2.08 755.74 766.97 76175 38.47 15 6.06 0.009 0.34 4.9 6.1 126 1 4.6 3.7 16.89 0.2 0.07 32 0.05986 0.23 NA 0.11 0.45 762.20 768.50 762.93 60.72 15 3.84 0.004 0.21 3.1 0.0 130 0.00 0 0 0.04 NA 0.02 0.23 1 763.16 770.33 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet C � SZ O (n U C O D. O O `� > 3 fn a O U ?r o X In W 3 O Y a) o 0 0 .T c U o o c O U 3 m U) +� > E J O f6 O � M o C a) x N Q O U) O a) c O w 0` o rn m rn rn U) rn "= u c x m 0 CL > J Q U Q U C1 O C1 vi Un U) U) W° a in U) J :1LLi C3 C� U � 126 3B 12.0 0.42 0.67 0.281 1.13 0.00 1 1.13 0.0200 0.0200 2.0 0.0830 4.1500 6.12 0.81 3.5120 0.1463 1 0.1385 8.07 1.49 1 1.00 1.13 0.00 Maximum allowable spread=8.5' 130 3B 20.0 1.23 0.57 0.701 2.80 0.00 2.80 0.0357 0.0200 2.0 0.0830 4.1500 7.73 0.70 3.5120 0.1463 0.1224 15.17 1.32 1.00 2.80 0.00 Maximum allowable spread=8.5' EX-120 3B 12.0 0.57 0.54 0.308 1.23 0.00 1.23 0.0050 0.0200 2.0 0.0830 4.1500 8.21 0.66 3.5120 0.1463 0.1166 6.13 1.96 1.00 1.23 0.00 Maximum allowable spread=8.5' EX-122 3B 12.0 0.35 0.59 0.207 0.83 0.00 0.83 0.0334 0.0200 2.0 0.0830 4.1500 4.95 0.88 3.5120 0.1463 0.1488 7.92 1.52 1.00 0.83 0.00 Maximum allowable spread=8.5' EX-124 38 6.0 0.44 0.57 0.251 1.00 0.00 1.00 0.0608 0.0200 2.0 1 0.0830 1 4.1500 4.76 0.90 1 3.5120 0.1463 0.1517 10.16 0.59 1.00 1.00 0.00 Maximum allowable spread=8.5' - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet C O Q 3 a) a) U w co w N Ili Q Q O m C N -O a) � w C j O N Z T N 7 __ N O (6 U CL o U ns 0 > .� U) � O U ?� �+-. W O a) L > C rn w c 3 a) U o o rn c o t 3 U m o (0 2 3 o ca c ° W N (n (+ > m 1_L O a) a) c N x C 0 0 U O) 0) N O N J T~ U i E m Q a- > Q ¢ ti U c C1 c1 (n Un 3 (n (n — uJ to 0 Un J � •a) uJ 0 a ° X 126 3B 12.0 0.42 0.67 0.281 1.83 0.00 1.83 0.0200 0.0200 2.0 0.0830 4.1500 1 7.34 0.72 3.5120 0.1463 0.1254 10.50 1.14 1.00 1.83 0.00 130 3B 20.0 1.23 0.57 0.701 4.56 0.00 4.56 0.0357 0.0200 2.0 0.0830 4.1500 9.28 9.62 3.5120 0.1463 0.1107 19.76 1.01 1.00 4.56 0.00 EX-120 3B 12.0 0.57 0.54 0.308 2.00 0.82 2.82 0.0050 0.0200 2.0 0.0830 4.1500 11.20 52 3.5120 0.1463 0.0961 9.75 1.23 1.00 2.82 0.00 EX-122 bB 12.0 0.35 0.59 0.207 1.34 0.50 1.84 0.0334 0.0200 2.0 0.0830 4.1500 6.69 Q. 77 3.5120 0.1463 0.1327 11.88 1.01 1.00 1.84 0. 82 EX-120 EX-124 3B 6.0 0.44 0.57 0.251 1.63 -1.32 0.31 0.0608 0.0200 2.0 0.0830 4.1500 3.07 .99 3.5120 0.1463 0.1649 5.90 1.02 1.00 0.31 1.32 EX-122 U) Z O H W ce W N 00 o 0 L9 z 2 M cle) � Q N ^ 1..` 0 d' i a N O W Q > H� as U) W H-1 1--I _J W �-- U) W Q Q c6 O J W J �_ LL U � O � W ' W � W 0 V W � U) W LL p W Z re �W L.L U W Q Q Q O J N O LU J LU 'n W a � JOB NO. 172134 SCALE 1"=50' SHEET NO 6 - for inlets draining to stormwater management tacilities, where overland tlow to tacilities is not available, 100% capture is required at b.Sin/hr JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES �1o't 10't- WATER SEWER 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM �1 SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� M.J. GATE VALVE WATER LINE Ia Va b 1 I 2500 P.S.I. CONCRETE b' a 2'x 2' BEARING AREA. THRUST BLOCK Q 4. d Q . 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24"MIN a" a° a" all MIN MIN. MIN. MIN. Q , : 6" BEDDING ,`;,'' #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 4. MIN INITIAL BACKFILL 4'MI UNSTABLE e" a" a" e° SOIL- _ MIN. MIN. MIN�--� MIN• #68 STONE ~` - =:GRANULAR FILL AS =' APPROVED BY ACSA ABLE SOIL R ROCKS STABLE' SOIL OR ROC\ NOTE : 1. 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. 3.THE 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 OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 1/8 BEND TD-2 COMPRESSION 4° MALE PIPE COUPLING OR APPROVED EQUAL 1- TYPE "K' SOFT COPPER \\� /, FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1'x1"xi" TEE NOTE: NO SWEATED FITTINGS 2 DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1° TYPE "K" SOFT COPPER o � o FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. ,BADE -TER )x �OPPERSETTER =TER AS NEUESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN I.Q In. ef� � BRANCH 12" f 1 `\0 2„ FLEXIBLE CONNECTION -J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG- S-I-B TD-27 COVER LIFT NOTCH 12 3/8" WATER L CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 L�nea� 4" DIAMETEf AND VALVE WATER J. PLUG n�o, nruv�u VV"v i n, nivva ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK 'D METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 2'-0" 730" RUBBER COATED STEEL MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS m 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5: FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. d e. IT a ° �g 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, M I NT BEDDING NOTE W/ IN 0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 775 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 770 50 0 25 50 100 200 ( IN FEET) 765 1 inch = 50 ft. ,n _0 /v5 EX-M H-24 STA:o+oo.00 EX. RIM-777.55 78o INV IN:770.75 8" PVC EX. INV OUT: 770.55 775 EXISTING GRADE 770 765 8" SDR-26 PVC 113.02' @a 0.51/0 KUH'UStU UKAUlt /v7 MH-So STA:1+17.02 RIM:777.93 INV OUT:771.33 8" PVC 78o O Ln O M 01 o 1! o rn (n 00 00 00 C) r�' 0+00 0+50 1+00 1+50 MH-5o - EX MH-24 PROFILE 775 770 765 76o EX-MH-45 STA:o+oo.00 EX. RIM:752.59 INV IN:748.39 8" PVC EX. INV IN:748-39 EX. INV OUT: 747.89 750 8" SDR-26 PVC 61.02' Qa 1.00% 745 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. NOTES: 1. 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: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY 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 E m M E -m w= NE �n m Q OO Lu V Y Ew UY �a E Evi �a � � N vU . W m N w 0 0 w cD ,,✓✓ aEax o E ¢E LI z Eo OEY zo ID Q N EU, N Nu W wa "Ez rn J p -of O O� �0 0 o E \z d a E� E E� u E LO U n m NU - E �MJ N E �E zO E n D vOm ^u O z of �E \�\E of '°E of w o E N u O n n M u W N N N '0 u N O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-29 MH-52 STA:3+17.30 RIM:772.52 INV OUT:76o.00 8" PVCI 775 EXISTING GRADE- MH-5i STA:o+65.02 RIM:753-93 / INV IN:749.2o 8" PVC INV OUT:749.00 8" PVC .ro o/° a„ C"D �35 12, 0 Ln Ln Ln Ln NN �� NN Ln Ln mM cr, N M M ls' l0 01 (n N N I� n _() Ln Le'1 Ln L, Ln Ln Ln lO L0 n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH-52 - EX-MH-45 PROFILE 770 765 76o � �I SC0T7TR . LLINS`, Lic. No. 035791 ,�, O ONAL E�Alll �� 755 z r Z U w 00 p o z O v7 Q 750 U) can w W 745 IX CD W N H 00 Q o C) 0 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.L9 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY qr- z SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, M ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. ^ 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). Q 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED d- FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. N O 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A CD FUTURE EXTENSION OF THE LINE. LJ� 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS N FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). Q W > C6 _I ~ J �>/'� V/ W w Q 0 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18 -22 VALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE VALVE ♦'e I' BEE) 2500 P.S.I. CONCRETE I BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL 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 N.T.S. FIG. W-4 TD-8 I- C6 ^= 1..� V) NO � W J Q z U O � W � a w 0 W V )Lu V'J W Z w �C � U J W II� Q 1..1� f� V Q 0 0 N O LL.I J H- Lu w rn a w V7 JOB NO. 172134 SCALE 111=50' SHEET NO. 7 REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL FIT DETAIL )TES; SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES ANO SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING SECTION LD-004 N.T.S. ASS ROOTBALL I TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND PLANT PIT ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AN BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LA DSCAPE ARCHITECT /-�2 TREE PLANTING ON SLOPE SECTION Planting Notes LD-005 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING, 2, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS /DETAILS/SPE CIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) 4" MIN. REFER TO ROOTBALL PIT DETAIL SHRUB PLANTING SECTION ROOTBALL DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK, 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH, MULCH RINGS 24INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11.ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED LDLD-00 � Ul .S. BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALLL1'VARI[S REFER TO TREE ADD MULC OVERTOP OFSTAKING DETAIL ROOTBALL A D PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPE TO PROPOSED FINISHED GRADE ROOTBALL = �� �� i BACKFILL WITH CULTIVATED, CUT AWAY AL AND/OR NON -BIODEGRADABLE WIRE BASKETS �� /\D�\� ORIGINAL SOIL FROM PLANT �\ � /��; PIT EXCAVATION IF LOOSE. IF ROOTBALL RAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH BURLAP R00 BALL WRAPPING ACCEPTABLE TOPSOIL TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT AT LEAST 1/2 1STANCE DOWN BACKFILL IN LIFTS BY FOOT. ROOTBALL. WATER THROUGHLY AT 1/2 DEPTH. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO HARDP N (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO DRAINAGE) PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE' TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS, ROOTBALL PIT SECTION County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The followine items shall be shown on the plan: U Trees to be saved; Ll Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Markines• L1 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Z1 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Sail Erosion and Stormwater Detention Devices: Ll Such devices shall not adversely affect trees to be saved. 6. Fires: ZI Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Ll Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: U Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. L1 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: I&I Protective fencing shall be the last items removed during the final cleanup. 13.. Damaged Trees: Damaged trees shal e treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEV OPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 9/25/17 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 LD-001 N.T.S. AH SCOTTkRLLINS'Z U Lic_ No. 0357911�1 06/08/20� 0�,��SIONAL E1SC'��� z O J a U Ln DO Z Ln O z O Q w H W tie W N 00 Q O 0 LD O W W 7 lj 0? Co CD d' M N Q w J J co LU L.L Q U i w U) w LU U) F_ w Q O N Q 0 0/ cl. HFFF4 06 HFFFF111 rLU V 1 Q \1 LU 0 (H� V / U.j LLU cl. U J H� J 0 J I--1 LU 0 U U% 0 J W J W W O W d V) JOB NO. 172134 SCALE N/A SHEET NO. 8 775 775 775 775 Page 6H-62 LINE OF SIGHT SIGHT DISTANCE=205' (EAST) HT. OF 770 HT. OF _ _ _ _ OBJECT=3.5' 770 EYE=3.5' 80 1�E5�1 �PNCE;2 EXISTING GRADE 5\GN� O\5 BIRCHWOOD HILL ROAD 765 PROPOSED GRADE 765 _ JACKSON HILL LANE HT. OF / EXISTING GRADE OBJE T-3.5' — BIRCHWOOD HILL ROAD 76o 76o O O l!1 N O fir, l0 O O r, l0 O 00 O ci 00 G N 00 O O Ol l0 lJ l0 l0 �p l0 �p � n l0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 JACKSON HILL LANE & BIRCHWOOD HILL ROAD INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE April 2015 s o 2.5 s 10 20 Typical Traffic Control Lane Closure Operation in an Intersection (Figure TTC-25.1) Guidance: 1. The control of traffic through the intersection in order of preference should be: a. Obtain the services of law enforcement personnel. b. Detour the effective routes to other roads and streets as approved and directed by the Regional Traffic Engineer. c. Place a state certified flagger on each leg of the intersection controlling a single lane of traffic. Appropriate signing as shown should be used for law enforcement and flagging operations. For detour signs see Figure TTC-34. 2. Sign spacing distance should be 350'--500' where the posted speed limit is 45 mph or less, 50W-800' where the posted speed limit is greater than 45 mph. Standard: 3. Channelizing device spacing shall be on 20' centers or less. Guidance: 4. If room permits, a shadow vehicle with at least one rotating amber light or high intensity amberflashing or oscililating' light should be parked 80'-120' in advance of the first work crew. Standard: 5. For emergency situations (any non -planned operation) of 30 minutes or less duration, two rotating amber lights or high intensity amber flashing or oscillating' lights mounted on the vehicle and visible for 3601 shall be required in addition to the channelizing devices shown around the vehicle. Also, vehicle hazard warning signals shall be used. Guidance: 6. If the work. space extends across a crosswalk, the crosswalk should be closed using the information and devices shown in Figure TTC-36. Support: 7. Turns can be prohibited as required by vehicular traffic conditions. Unless the streets are wide, it might be physically impossible to make certain turns, especially for large vehicles. 1: Revision 1- 4/1/2015 April 2015 aW3HY &alms --- - • 3iewna 1S of EMD G20-2 (V) ad3ad ---;-TT ROAD WORK I 39 z - aT °'m 500 ± NOIlViS'6900V_U 50`- 100' 0 G a SEE NOTE 4 80' - 120' SHADOW VEHICLE REQUIRED 0 SEE NOTE 4 0 0 o FLAGGER STATION d SEE NOTE 2 SEE F NOTE 1 i + 009 0 z- W20-7 w SEE{ xaaµ aroa 0 NOTE 1 BE aa3 �T i-Ij L PREPARED W3-4 SEE TO STOP SEE NOTE 9 1 PnRTABLE NOTE 1 TEMPORARY eoMBLIE 1 W20-V28 RUMBLE STRIPS SMPa SEE NOTE 14 SEE NOTE 14 SEE AMEN! (OPTIONAL) NOTE 1 {!R6 AD Ruso W20-4 SEE AHEAD NOTE 1 ROAD i� WORK W20-1 1: Revision 1- 4/ 1/2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) Page 6H-53 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 770 � HT. OF EYE=3.5' 765 ,2$0 ISOv Nl / N o\S l PNCE SSG / PROPOSED GRADE BIRMINGHAM COURT 76o HTBOF 5EXISTING GRADE BIRMINGHAM DRIVE INE OF SIGHT 770 SIGHT DISTANCE_25o, (NORTH) � 765 HT. OF \ OBJECT=3.5' EXISTING GRADE BIRMINGHAM DRIVE 76o 755 755 �rl L!1 ci N Ql CO C l I� K, I-D CD N Ln r o N N Lr; l0 l0 l0 l0 I.D l0 l0 l0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 BIRMINGHAM COURT& BIRMINGHAM LANE INTERSECTION SIGHT DISTANCE PROFILE I - - ,�j � '3 r� "BE PREPARED TO STOP" _ n? SIGN (W3-4) ` "BE PREPARED TO STOP" SIGN (W20-7) "END ROAD WORK" SIGN (G20-2) i Q-, "ONE LANE ROAD AHEAD" �/4 - SIGN (W20-4) "ROAD WORK AHEAD" ;r SIGN (W20-1) "ONE LANE ROAD AHEAD" SIGN (W20-4) / \ /INGLE LANE CLOSURE REQUIRED FOR ROAD/UTILITY \ "END ROAD WORK" �� — - - - - CONNECTIONS & PAVEMENT MILL/OVERLAY SIGN (G20-2) "ROAD WORK AHEAD" SIGN (W20-1) SIGN (W20-7).'' "END ROAD WORK" SIGN (G20-2) "ONE LANE ROAD AHEA61- V �'�- - - - ! �� �� i/ ti SIGN (W20-4) � BE PREPARED TO STOP" - —� SIGN (W3-4) --- -- - _- BE PREPARED TO STOP SIGN (W3 ,�-' BIRCHyY00D HILL ROAD ONE LANE ROAD AHEAD"' SIGN (W20-4) "ROAD WORK AHEAD" ( 7) \ SIGN W2o- SIGN (W20-1) "BE PREPARED TO STOP" / \ / SIGN (W3-4) SINGLE LANE'CLOSURE REQUIRED FOR ROAD/UTILITY CONNECTIONS &PAVEMENT MILL/OVERLAY - � "END ROAD WORK" SIGN (G20-2) "ONE LANE ROAD AHEAD" SIGN (W20-4) "ROAD WORK AHEAD" I - —1 SIGN (W GRAPHIC SCALE 2o-1) - j - - 100 o so 100 20o aoo ERL LANL — — D Wilv / V= (IN ) _ J "ROAD EWORK AHEAD" 1 inch F1 0 ft. �11� �( SIGN (W2o-1) O SC 0 T Tr '� R. LLINS U Lic. No. 035791 ,� '�.S'S o6/0' 0 ONAL Z�Cw z O J a <L U w Z co O to z Q O H z w W W O w N Q o 0 Lu z CM CM Q J N z 0 J 1 Q am N 0 U LL L.u_ N H� WQ > as LL W O W ZJ J w U U) V J Q LU Q O = W z Lu 1--1 Q Q Z U 1 W W Win W y J W LL UlU) ^ W W W W z U �. cn J W Q J O Q Q O � O N 0 w LU w ­1 a w to JOB NO. 172134 SCALE AS SHOWN SHEET NO. 9