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Home My WebLink AboutSUB201900058 Plan - Submittal (First) 2020-12-14GENERAL NOTES OWNER: SM CHARLOT7ESWLLE LLC 11710 PLAZA AMERICA DR. SUITE 1100 RESTON, VIRGINIA 20190 VVE REALTY PARTNERS LLC 1821 AVON ST.. SUITE 200 CHARLOTTESVILLE, VA 22902 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (4.400 AC) 05600-00-00-11500 (21.854 AC) 055CO-03-00-000Al (1.340 AC) 05600-00-00-00700 (3.190 AC) TOTAL AREA: 30.784 ACRES (PORTION OF) ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH APPROVED SP2019-02 SPECIAL USE PERMIT CONDITIONS (LISTED BELOW) PROPOSED USE. PROPOSED PUBLIC ROAD TO SERVE AS THE ENTRANCE INTO THE PLEASANT GREEN NEIGHBORHOOD. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES OR MANAGED SLOPES ARE IMPACTED WITH THIS ROADWAY CONNECTION. PROPOSED AND MANAGED SLOPES ARE SHOWN ON THE EXISTING COND177ONS PLAN SHEET. SUBDIVISION STREETS` CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DIS77?ICT- NONE TOPO & SURVEY., THE BOUNDARY LINE, PARCEL INFORMA77ON AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMA77ON WAS FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER OF 2020. DATUM: NAD B3 EXIS77NG VEGETA770N: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL TMP 56A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. STREAM BUFFERS: THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07ECT70N ORDINANCE FLOODPLAIN: A PORT70N OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP,051003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. IMPERVIOUS AREAS: PROPOSED SIDEWALK WITH THIS PLAN: 10,600 sf PROPOSED ROADWAY WITH THIS PLAN: 14,250 sf OFFSITE EASEMENT., ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SI7E OR W77HIN EXIS77NG RIGHT-OF-WAY. NO OFFSI7E EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. TMP-56-115 IS NOT PART OF THE PLEASANT GREEN NEIGHBORHOOD, BUT ARE PROVIDING 7HE EASEMENT AND RIGHT-OF-WAY FOR THE PROPOSED PUBLIC ROAD. NO TES., 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VOOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT. SEE SHEET 4 OF THE ROAD PLAN FOR TRAFFIC DISTRIBUTIONS. 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. SP2019-02 Pleasant Green Special Use Permit Conditions 1. The culverts under the proposed Connector Road extension over Powell's Creek must be in general accord with the attached Concept Plan titled "Pleasant Green Subdivision Special Use Permit Plan" (the "Plan") prepared by Collins Engineering with a revision date of March 2, 2020. To be in general accord with the plan, development must reflect the general size, arrangement, and location of the culverts, as well as maintaining no increase of the 100 year flood elevation outside of the Pleasant Green property. Modifications to the plan that do not conflict with the elements above may be approved subject to the review and approval of the County Engineer. 2. Prior to final road plan approval or permitting of a land disturbance in the floodplain, the applicant must obtain from the Federal Emergency Management Agency (FEMA) a conditional letter of map revision (CLOMR, or CLOMA), and prior to road acceptance the applicant must obtain from FEMA a letter of map revision (LOMR or LOMA). In addition, the applicant must copy the County Engineer on all correspondence with FEMA. Construction and installation of the culverts must be in compliance with approved road plans and FEMA approved CLOMR or CLOMA. 3. Any residential lots and associated streets resulting from the subdivision of the property, with the exception of the stream crossing and roadway identified on the attached plan as Connector Road, must be located outside of the 100 foot stream buffer, Flood Hazard Overlay and preserved slopes on the properly. Lots may be permitted to be located within the landward 10 feet of the 100 foot stream buffer only if the lots are adjacent to approved stormwater management facilities located within the landward 50 feet of the stream buffer. Approval of lots located within the stream buffer must be subject Subdivision Agent approval. 4. The net density of the property must not exceed 6 units per acre, in accordance with the Crozet Master Plan. Net density must be calculated by subtracting the area within the Flood Hazard Overlay District, the 100-foot stream buffer, and areas of preserved slopes from the total acreage of the property subject to the special use permit. 5. Prior to issuance of a grading permit to allow installation of the stream crossing or with submittal of the final subdivision plat, whichever comes first, the applicant must submit an easement plat dedicating to the county the area identified for a greenway trail on the attached plan. 6. If the construction of the stream crossing for which this Special Use Permit is issued is not commenced by September 16, 2025, the permit will be deemed abandoned and the authority granted thereunder will thereupon terminate. 7. Prior to approval of the first final Virginia Stormwater Management Program (VSMP) plans or the first final subdivision plat, whichever comes first, the applicant shall conduct aPhase 11 Environmental Site Assessment (ESA) in accordance with ASTM standards. The Phase it ESA shall include sampling and testing of accumulated sediment behind the dam that exists on the Property. The applicant shall be required to comply with all recommendations of the Phase II ESA prior to issuance of the first building permit onthe Property. The applicant shall also be required to remove accumulated sediment from behind the dam prior to demolition of the dam and dispose of the sediment, either on site or off site, in accordance with the Phase II ESA recommendations. PLEASANT GREEN CONNECTOR ROAD PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA -------------- SM CHARLOTTESVILLE, LLCl TMP 056A1-01-00-026A0 �, \ 0.\ i DB 512727, PG 677 --"-- I EXISTING RAILROAD G 6 \v SILVEA, EMILV L --- \ TMP OSfiA1-01-00-036A0 _�m\ 436, aC. \\q 08443fi.PG 302 '\\ PLEASANT GREEN \ \ PIRKTIMP05EPHLORTERESAP \ -- \ / TMP OS6A1-01-0003400 CRITZER, MISTY DARNELL \\\/ 0.57AO ac PHASE II FUTURE \ TMP 056A1-01-00-03500 \ OB 2143, PG 2001.205 \ \ _\ DEVELOPMENT �' DB WB162 . _-/ ,� 162, PG 12 \ ' 1 •I / �_ _ —,u TMPA 6A1-011-00 33AO J \ \ — $ - 05 DELORES OREB 0.520 as DB 1980 PG 534 \ \ \ i — 1 r ' 1�71J� � ' / BHEADANIELNGELA FOR A\ \\ I PLEASANT GREEN PHA I ANGELA - / �� ' TMP OS6A1-01-00-03300 .tlAtltR, JAMES L OR DELORES J I � I � I � - .I 0.464 ac. � � ' / TMP-056A1-01-00-03200 DEVELOPMENT 'yll �' ,Lr h DB 2413, PG 214 - / 0.520 ac. _ \ (SDP-2019-00009) I ( -- DB 1222,PC 397 SM CHARLOTTESVILLE, LLC / / / - TMP056A1-01-00-0260D - \ _ \ / \ �BABER, AMES LOR DELORES J / AIL � /'� - < ';' �'�,` �/ _ - / / TMP\056A1-01-b0-032B0 \ / \,\ 8.833 BC. \' .� i \ �\� 0.080 act / DB 5104, PG 510 �/ \�\ {� / zzz, PG qsa //7\�jy/- \ / ' \ ;..� r� / ZELLER, TORYW TMP056A1-Q100.032AQ� 0.260,ac DB 2194, OG 658 - -- \ �,\ — — , RESIDUE LAND FROM \ _ i VUE REALTY PARTNERS LLC - _ PLEASANT GREEN % TMP 05600-00-00-11500 �PHASE I SUBDIVISION // ( 21.854 ac. TO BE COMBINED WITH �\ - _ / \ /\ DB 4856, PG 582 TMP 056A1-Q1-0002600 \ O \ I VILE REALTY PARTNERS LLC J TMP 05600-00-00.11500 Y 1 ; / MALONE, MICHAELA. 21.854 ac. " 0 / TMP055CO-00-OC-OOMO 0 \' a,349 ac. J '� DB 4856, PG 582 '\ /DB W13161, PG 313 / '� �_ \ DO MCDANIEL, BRENDAS m ' ' \ TMP 05 CO-0 -OC-00300 DB 900, PG 079 V - q / CAMPBELL GORDON R \ SM CHARLOTTESVILLE LLC y &MADELINEN TMP 055C0-03-00-000A1- '\ TMP 055CO-ObOC4)0100 I 1.340 ac. CAMPBELL, GORDON R 0.390 ac. I •.' \ ' ~- — & MADELINE N DB 416, PG 227 DB 5127, PG 677 TMP 055C0-0o-0C4)0200 0.630 ac. ,\ 10 \ DB 332, PG 323 SM CHARLOTTESVILLE LLC TMP 0 00-00-00-00700 3,190 ac. 5112, PG 348 `\� w OUNSDURY MO ANNA' y / � TMP°ssco-oo-DA.D6z°B � � ��j'•_ � ^� p / DB 989, PG 3890.560 ac. LUDWIC DALEBCHRIS ANNE C./ JORDAN, ROSE M n TMP 055CO-00-OA-00100 N0.600 ac. O TMP 050.5200-OA-00400'JI /- DB 5132, PG 760 `\ STR 055CO- GLAR050DB PG 681 TMP OSSCO-00 OA-0O500. 0.370 ac. OB 1153, PG 735 \ / THE HOUSING LAB LLC . �Pe,:/ •\ \ TMP 05500-00-00-068DO `\ 0.670 ac. DB 5079, PG 303 / \ \ O THE HOUSING LAB LLC TMP 05500-00-00-068CO 0.530 ac. \ � A DB 5079, PG 303 \ HALLOCK, SYLVIA M & ROSA JIMENEZ-VAZQUEZ ED TMP 05500-00-00-068BO 'a 0.400 DB 4321. PG SHEET LAYOUT SCALE: 1" = 100' VICINITY MAP SCALE: 111 = 2000' ' LAUREL H IL L S CROZET 11A CROSSING ti GRAYROCK I�— R WAYLANDS I GRANT 7z: WAYLAND PAR-1 SITE Crozet z� Starr Hill We, oaa REA PARKSIDE VILLAGE Ad Trail Golf Club Q 12G4 PARK VIEW �\\ BROOKWOt: Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 RAMBLING BROOK LANE PLAN & PROFILE 4 NOTES & DETAILS 5 NOTES & DETAILS 5A NOTES & DETAILS 6 DRAINAGE MAP & CALCULATIONS 7 DRAINAGE PROFILES & CALCULATIONS 8 GREENWAY TRAIL AND INTERSECTION DETAIL & SIGHT DISTANCE PROFILE 9 LANDSCAPING PLAN 10 MAINTENANCE OF TRAFFIC PLAN 11 TOTAL NUMBER OF SHEETS LEGEND EDGE OF PAVEMENT CURB SOIL BOUNDARY BUILDING PROPOSED ASPHALT STREAM BANKS 100' WPO BUFFER _ —PROPOSED EASEMENT, VARIES WITH SHEET m DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING INLET PROTECTION — —200— — EXISTING CONTOUR 200 PROPOSED CONTOUR SEDIMENT TRAP OR BASIN s DRAINAGE DIVIDE LIMITS OF CLEARING/GRADING LIMITS OF DISTURBANCE DIVERSION DIKE RIGHT-OF-WAY DIVERSION TREE PROTECTION SAFETY FENCE 0 o —X—X—X—X— SILT FENCE PROPERTY LINE PROPOSED CONCRETE OO OO O OO OO OO OO 100 YR. FLOODPLAIN RIPRAP, OUTLET PROTECTION OR CONSTRUCTION ROAD STABILIZATION 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 SCOTTfR. C$LLINS'Z No. 35791 p 12/09/20c4 oS j0ATA i . El�r'1 (A Z0 O a i I �' O I O � 0 J , UJ li P z w 0 0 U FI In � N W C) H O � LU z 3 r] w w O O N O N ON „a W N O O7 N W N Z LU J J U) 0 LU O Zw <J _ W U LU TIM H Z LULU U) JLU 0Y JQ O 0CD N 12 Q LL O `J z /O� `� 0 t� co LU LU U) LU a- W O U JOB NO. 112066 SCALE 1 R)OSTI GUkED HEAb v�ensnrvx TO BE �/ J / - BOP MH=72 .53 PIRKEY, JOSEPH L OR TERESAF _ - _ R� ,ate- > �`y- 0 57AO ac. ! SASE I CONSTRUCTION. CONTRAg7OR / ' C \ CRITZE ,MISTY DA ELL TMP 056A1 O1_0,_o 400 ALi-COORDINATE THE RELDCATIO�V �� WITH THE unuTv cowaaNr Iva � \ \ B 2143, PG 200 / - - - / -'- V � TMP 6A1-01 00 03 00 OSac.. s v a „ EXISTING GARAGE SHALL' j - - -�- `�! S!.�' V DB WB , G 12 jE� A ER,. DAMES L OR \ REMAIN DURING -PLEASANT ' ,' - _ _ \ ELORES J GREEN PHASE I CONSTRtIFI'ION,'- / _ -. j / _ _ _ _ _ - r. _ �I �' - \ - I ^� u�J P 0 A1-01-00-033A0 0.520 ac Bm F E II '6 _ ------ - ice`, v ' ---''I T 7258 DB1980,PG534. - -- - -' -- OP OF MH 5 � REMOVED DURING TO SA — t J j 1 0 REMOVED DURING PLEASANT / I — i" Y b'I ^ v ------ _ _ - A y CRIMP AND ROLL END OF COPPER PIPING I �XIST_IN65HELTS1fALLREMAIN /"" / _� / OReENangsE-ImNsmurnON �� --�_ ,/\ _ice DURING PLEASANT GREEN _ /' / / - _ ' �T�� vV VI PHASE I CONSTRUCTION / /' /� �' / _ �/ ! I,� _ r SHEA, DANIEL F OR GE ''-t /' _ ' - - ` TM OS6A1-01-00- 300 \\\ i / ' 1.. f a i ` - - Jam,`/ T l t Y \ EXISTING RETAINING WALL SHJ(LL / / �� ✓TT�\�� 0.464 ac. / \ I REMAIN DURING PLEASANT\i'J /'� I _ /`� - j - DB 2413, PG 214 �PHASE ICONSTRUCTION'� REMAINING COPPER PIPE TO BE VERTICAL PLEASANT GREEN PHASr _ _� - T% l' ! - `r _ - .� BABER, DAMES L OR EXISTING CEMETERY I / - - - i7� �, ' ' / r � DEVELOPMENT - '� � � �� j DELORESJ I ' Y- /�' ( D \ " SHUT-OFF CORPORATION STOP /' _ P-201 -0000 \ 1.I i TMP 056A1-01-00-03200 i ' TO REMAIN �. I M ) / - / ' v V' - -- , - EXIST NG TREE LI TS (T I V. / / - 9 g `\ 0.520 ac. _ � / DE ,/ � S 9 ) - - , _ - / _ - - , _ �,.' - �: �.� �� \\� BABER, DAMES L OR DB 1222, PG 397 SIMCHARLOTTESVILLE, LLC P050A80a00�032B0 TMP O56A1-01-_0D-O26OO % r / /� /' \ X / 1222, PG 3 _ - - / \ �// ` T j. / �r \ i ZELLER ^ ORY W - 8.833 aC. i' �o%' '%Cif i' / \ �� i ; / / \ \\\ % \ ,\ ,: TI�o ncca• nn non i i .'- - 'S r , DB104 PG 510 / / \} --I _ XISTING PROPERTY LINE (TYP) ------- T42' MIN. 24" MIN. _ EXISTING FENCE TO BE REMOVED ✓ TYPICAL SERVICE TAP ABANDONMENT WITH PHASE I CONSTRUCTION OF THE PROPOSED PLEASANT GREEN PROJECT i� EXISTING 100 WPO BUFFER TYP.II \ _ Y RESIDUE LAND -�� PLEASANT GREEN - /' VUE REALTY PARTNERS LLC --- - -- _ - ` _ _ k PHASE I SUBDIVISION ^ \ N /' TMP 05600-00-00-11500 --- �V DB 48 582 _ TO BE COMBINED WITH ��, / 21.854 TMP 056A1-01-00 02600 = 56, P -- \ ------ \ \\ -- — -_ VUE REALTY -PARTNERS LLC \ STORM SEWER PROPOSED WITH THE / PLEASANT GREEN PHASE I PROJECT TMP 05600-00-00-11500 \ \ ( - \ EXISTING FENCE TO BE REMOVED .- r\ 21.854 ac. -'' / WITH PHASE I CONSTRUCTION OF THE \ DB 48-56;. PG 582 -' i i PROPOSED PLEASANT GREEN PROJECT- v EXISTING 100-YEAR FLOODPLAIN LIMITS \ \ PER HEC-RAS ANALYSIS PERFORMED BY V v Vv v V v ;- — X _ --- v / I COLLINS ENGINEERING IN APRIL 2019 (TYP.) I \ 1 A A vA \V A \ — EXISTING 100 YEAR FLOODPLAIN LIMITS PER HEC-RAS ANALYSIS PERFORMED BY XISTING 100' WPO BUFFER (TYP.) -----------" \ � \� �� - - \ COLLINS ENGINEERING IN APRIL 2019 (TYP.)-------- MAL CHAEL'A. A - -', EXISTING 100' WPO BUFFER (TYP.) SANITARY SEWER PHASE I ED WITH THE MP 55CO-00-OC-00400 \ \ ` \ _� - PROJECT PLEASANT GREEN \ � PROPOSE 0.349 ac. 1 DB WB161/PG 313 v v vv v Vv .v, vA yvvvv vv A V A \ _ _ �.� _ - 'ram - --------------- ------------------- MCDANIEL,BRENDAS� v v A \ A j - \ TMP OSSCO-00-OC-00300 ( ) r _ _ �••� _ -_ _ - / _ - - _ ' -- - EXISTING STREAM TYP. D 900, PG 079 `� `\\ ��. `�". \` \\`\` 0.288 ac.'\ ` '1 \ ` ' I ---- ,v w v `v v \ v v v v vvrvry r: A v vvy ---- ------ -- --- ------ 'EXISTING\\ \\\\\\\\ \ \ \ \ RESERVED !_ - `. \.\�\v� \ \ \ \ \\ \ \\ \\STEEP SLOPES i \� i -------------- 0 S V'v `\ v v v v v v v SM CHARLOTTESVILLE LLC _ c L\\` \ TMP 055C0-03=00 000A11.340 ac DB 5127, P1x 67T v _ V / EXISTING 8,-4„W x 8'-4,r H ---- _ J„ — / - s s -- —�,, l—, `\ \ - `. ' / DOUBLE BOX CULVERT / \ •i \.." �� \ ---- / - ??z, `�__,> I I_ �.- -----mac _ yam`-. / CAMPBELL, CORDON R \ AMPBELL, GORDON R & MADELINE N & MADELINE N ---- TMP 055CO-00-0C-00200 \ MP 0 MADE INE N0100 1 `�� -- \ - - / SEE UTILITY NOTE ON THIS SHEET / ,' \ 0.630 ac. 0.390 ac. DB 332, PG 323\ DB 416, PG 227 �� — — _'-�c-� - ` \ -Fe' v , /� / _` -"- EXISTING 30' RWSA / �a v SANITARYSEWER A� �_w W \ EASEMENT r �\ .59Q\ `\ O -- w/` � �Cy - D.B. 3878, PG. � ti D.B. 828, PG. 131 \ \ / \/ ' EXISTI G FIRE -y `Y w HYDRANT TO REM IN UNDISTURBED SM CHARLOTTESVILLE LLC v JP TMP 05600-00-00-00700y 3.190 ac. � DB 5112, PG 348 A `v / PR ��5, EXISTING CONDITIONS NOTES: ✓ \ I LOUNSBURY, KEVIN G ORANN A i �TI� 1. A PORTION OF THIS PROJECT IS LOCATED WITHIN ` LUDWIG, DALE & CHRIS ANNE XISTING TREE LIMTS(TP.) 1 / Q� FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER TMP C _ % /// XI 0 0.560 ac. / TMP 055C0-00-OA-00100 / i S� _ = _ _ >\ �� Y 51003CO229D ADOPTED FEBRUARY 4, 2005. JORDAN, ROSE M DB 989, PG 389 0.600 ac. / Q/ \ _ 2. THE BOUNDARY LINE, PARCEL INFORMATION AND TMP 055CO-00-OA-00400 DB 5132, PG 760 — EX0.520 ac. ISTING SANITARY SEWER ✓ O TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND \ DB 4037, PG 681 I — _ - / / : "� / � ' � ASSOCIATES IN ]ANUARY OF 2019. INFORMATION WAS FIELD v srRICKLER, GLORIA�� VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2019. TMP 055C0-00-OA-00500 \ ` (2) EXISTING 60" CMP CULVERT %� / ; / \ �j' ; �P \� 3. PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY \ 0.370ac. \ / P� \ \' \ /' &/ / \\ AS SHOWN ON THE PLANS. 100' WPO STREAM BUFFER IS \ \ DB 1153, PG 735 \ O `� / HYDRANT O REMAIN \ \ THE HOUSING LAB LLC ONDITTORED / T ,r \ / /l l S ` EXIST[ G FIRE SHOWN. TMP 05500-00-00-068D0 EXISTING CONCRETE SIDEWALK0.670 ac. / ` DB 5079, PG 303 / "v 6 _ , �y�-ys�, / / � V ` v A\. av / v vv ,' THE HOUSING LAB LLC �� TMP 0550 300-00-068C0 DB 079 PG303 -' \i ' G P Ip/ SCAL v A �0 30 60 / 120 \ / l / v IN FEET) ` ` \ ' HALLO SY IA \ ❑ / ROSA QUEZ .f- \ / 1 inch = 60 ft. TM 00-00 / \ \ � \ 0.4 ac. `\ \ �Q�` �. UTILITY NOTE: 4 1, PG 364 - \ �\ THE FIVE VACANT WATER METERS ALONG ORCHARD DRIVE SERVING TMP DSSCO-03-oo-000Ai, AS SHOWN ON THIS SHEET, SHALL BE ABANDONED IN ACCORDANCE WITH MINIMUM ACSA STANDARDS, TYPICAL. SEE THIS SHEET FOR ACSA DETAIL TD-n.. TT/R. CT�LLINSZ No. 35791 12/09/20 ��' rn ; 'H N I � I L w 1 Q I F z z w Z O j OO H Ln C) o ? U p > , z0 Q Q Ln U > z z W z ce 0 o ; U ' L W d 1 L K o � 0 W N C v rn Lz C C 1 z cy) d, N Q � O N ILL.N Q W Nc\I � �. 'U Z Z J Lz — w � O 2 L9 � w O 0 J z 06 = O cn U � Z W Y Lu 0 0 u 1 �' U U LLI w z z [--- w U) ,.,w/ W CD W J� � z 0 CD CD v N Q Lu u /1 JOB NO. 112066 ill =60' 2 RAMBLING BROOK LANE CENTER LINE DATA: Tangent Data Description PT Station Northing Easting Start: 10-00.000 3913311-780 11422959.805 / End: 11-55.387 3913411.704 11423078.803 Tangent Data Parameter Value Parameter Value Length: 155.387 Course: N 490 58' 45.5333" E Curve Point Data Description Station Northing Fasting JORDAN, ROSE M PC: 11+55.387 3913411.704 11423078.803 TMP o55Co-oo-oA-00400 RP: 3914560.422 11422114206 0.52o ac. PCC: 13+70.121 3913561.071 11423232.821 DB 4037, PG 681 Circular Curve Data Parameter value Parameter Value I CAMPBELL, 4DON R I VUE REALTY PARTNERS LLC MATCHLINE, / / & MADEUr4E N 1 TMP o5600-oo-oo-ii5oo - - �yEE SHEET 8 / i RESIDUE LAND FROM TMP o5�o-oo-OC-Ooioo= 21.854 ac. - = I / / PLEASANT GREEN PHASE I SUBDIVISION 0.390 ac., _ DB 4856, PG 582 PROPOSED zo' WIDE GREENWAY TO BE COMBINED WITH i -DB 416„Ga27 TRAIL & EASEMENT. SEE SHEET TMP oS 6Ai-01-o0-02600 % \ I EXISTING STREAM (TYP. 8 FOR REMAINDER OF PROPOSED .- - GREENWAY TRAIL & EASEMENT. / i O / GRADING PROPOSED WITH PLEASANT \ x - v �� 7 0 SC0 \ l FUTURE PLEASANT GREEN PHASE II \ \ U No. 35791 � \ ° 12/09/204 ONAL '®° ® GREENS PHASE I FINAL SITE PLAN b zap �' A K i A V) -o4-000A1 SM CHARLOTTESVILLE LLC TMP o55Co 03 1. / O i _ �7 � ° � i ;� A ILL oac. �� 1 34 DB 5127, PG 677 / /I \ / I _ I- �/ J "�� \ o EXISTING zoo' STREAM BUFFER (TYP Delta: 080 12' 08 0848" Type: LEFT - N\ TMP 55C-03-Ai PROPERTY LIMITS EXISTING ioo-YEAR FLOODPLAIN PER HEC-RAS ANALYSIS r \ \ \ U Radius: 1500.000 � � - COINCIDES WITH PROPOSED �� PERFORMED BY COLLINS ENGINEERING IN APRIL 2029 (TYP.) ¢ Length. 214.734 Tangent. 107.551 \\ 00 PROPOSEDVARIABLEb \ 'y \ I VAS IABLE WIDTH GREENWAYESMT. VJIDTHGREEtMENv& v ��.)� / % 00 art _ TRAIL EASEMENT \ }� /{ ' � ry� � 4 - �'. I � V) Mid -Ord: 3.841 External: 3.851 PROPOSED too -YEAR FLOODPLAIN PER HEC-RAS ANALYSIS _ _ �'" \ r � �\ END RAMBLING BROOK LANE ROAD � �/ //////��V'�� Chord: 214.551 Course: N450 ST 41.4909" E -1\ PERFORMED BY COLLINS ENGINEERING IN APRIL 2019 (TYP.) I 1 �J^ ` _ w cs OO CONSTRUCTION AT INTERSECTION WITH BE INSTALLED ALONG ORCHARD DRIVE - _ ALSTON STREET ROUNDABOUT PROPOSED 'PROPOSED 'WIDE CONCRETE SIDEWALK TO 1 _ I n , PROPOSED VDOT STD. EC-1 CLASS I RIPRAP WITH A CunePoint Data EXISTING FIRE HYDRANT TO rf)\ WITHIN.SIDE SIDEWALK TO ;TING PUBLIC R/W I �°O WITH PLEASANT GREENPHASEIFINAL = In w \ n coNc.slDewALKrocoNJEcrwro o TYPE B INSTALLATION TO BE INSTALLED BETWEE REMAIN UNDISTURBED I 'O ,(� Description Station Northing Easting N� PROPOSED FWIDE MULTI-U5ESIDEWALK THE PROPOSED WING WALLS FOR INLET PROTECTION_ 1 SITE PLAN. STA.15+10, ELEV. 0° D� i / A Z z PCC: 13+70-121 3913561-071 11423232-821 ° ° 1 ° J w w PROPOSED VDOT STD. 45 WING WALLS & FOUNDATIONS WITH A o SKEW. r /{ k�\p� p RP: 3914060347 11422673.513 SEE SHEETS & A FOR DIMENSIONS &DETAILS DESIGN L=1 ' & H= v / L/ F ¢ 5 5 ( 9 9) I 1 CONNECT TO SIDEWALK PROPOSED WITH Q r r �7 a O o PT: 14+65.165 3913635-767 11423291.488 I� O I PROPOSED (3) 8'x1o' BOX CULVERTS. PLEASANT GREEN PHASE I FINAL SITE PLAN w r �/ O cc F o PROPOSED 8' MULTI -USE I . CONNECT TO CG-6 CURB & GUTTER PROPOSED O v g Circular Cure Data CONCRETE SIDEWALK SEE SHEETS 5 & 5A FOR DETAILS. 00 WITH PLEASANT GREEN PHASE I FINAL SITE PLAN 1 I'�I w on p Parameter vane Parameter Value / \ o � p� PROPOSED 6'/ r '�� o in > °S SEE UTILITY NOTE ON THIS SHEET a \ O 694� \ w 7io 00 PROPOSED VDOTSTD.. O / ` Delta: 070 15' 38.9702" T e: LEFT / \ 6gz I PLANTING STRIP z a °u ~O YP LOUNSBURY, KEVIN G CONTRACTOR SHALL MILL & 1 � CG-6 CURB &GUTTER. � -�� , .- +7� i . I . r � i ICI o ¢ Radius: 750.000 OR ANN A y +50 \ v u > OVERLAY ORCHARD DRIVE TO PROPOSED ROPOSED SPEED Too i5 h i \ w O s F In 0 Length: 95-044 Tangent: 47-586 55 \ ` w THE CENTERLINE WHERE PVMT. STOP SIGN °g LIMIT SIG i5 \ I / > z ¢ TMP o Co-oo oA-oozoo l r A 0.56o ac. IS TO BE WIDEN. SEE VDOT DETAIL 700 PROPOSED'NO ® +_ ° // \ O Uj z z Mid -Ord: 1-505 External: 1-508 WP-2 ON SHEET FOR DETAIL. DB g8g PG 38g 5 C12 _: PARKING' SIGN 0 z Chord: 94.980 Course: N 380 08' 47.9633" E J - - e y1,+So / o z _ C8 ��PROPOSED STOP BAR �:,. mob. / Tangent Data \ PROPOSED VDOT STD. 'I20+00 yob\ f 10+50 - - -- C4 �3+ o C �4 ° w \( \ \\�`.\ �� g CG-iiENTRANCE = d iz+oo 2 w ° ii+ 1 + o +0 3 X \. \ \•\ / H /� ro Q \ V Description PT Station Northing Easting I / - { - C 12+00 15oo'R 1 5 C7 PROPOSED 55 UBLIC r w Start: 14+65.165 3913635.767 11423291.488 �otR a o Cll RAMBL G BR OK L N �Ci \ �` \` 'I `/ // � w End: 15+79.077 3913729.626 11423356.035 BEGIN RAMBLING BROOK LANE CONSTRUCTION , ti - - - - - N \\ w W AT INTERSECTION WITH EXISTING ORCHARD Y / PROPOSED VDOT STD. s I / / TangentData �9 CG-6 CURB &GUTTER �� P r f DRIVE. STA.1o+10, ELEV. 705.33 e. z Parameter value Parameter Value C30 " C6 r 704� PROPOSED 6' SEE UTILITY NOTE ON THIS SHEET „ ` 700 / V �- / -� / / \ Length: 113-912 Course: N34030'58-4782"E CI PLANTING STRIP 700 ,' ` o LUDWIG, DALE & CHRIS ANNE )v - oo PROPOSED NO TMP o55Co-oo-oA-ooloo =yc� J PARKING'SIGN C5 m / / PROPOSED YIELD SIGN �w o �� \ \��_ / \ Z ga PRQPOSED8'MULTI-USE/ / \ \ / j \ 5132, ac. �P � OO CONCRETE SIDEWALK / PROPOSED SPEED r� / DB 513z, PG 760 / � � ", i 1� O / LIMIT SIGN ------ . / / / ^ N O > / SEE UTILITY NOTE ON THIS SHEET / T PROPOSED STREET SIGN o" - _ - ° - PROPOSED VDOT STD. 4S° WING WALLS & FOUNDATIONS WITH A o° SKEW. r / - /\ / \ / rr � / O I SEE SHEETS 5 & 5A FOR DIMENSIONS &DETAILS (DESIGN L=1g' & H=g') �j' V < /y ,!� \ < PROPOSED CG-12 (TYP.) OO - - - - 1 - - - - u C �sx r. SEE PLEA ANT GRE�N ATE RLAN/- I l PROPOSES MFACILITY. /20 / f O PSMTOTO TIE WTO PROPOSED o /n / \ ° AL 9 9 PHASE I FIN LIC DRAINAGE SEE VSMP PLAN FOR DETAILS. / �pC 40SWM ACCESS & MAINTENANCE ESMT. ° �Oo FOR DESIGN INFORMATION (SDP 201 0000 ) / r 4 ,y q V � \ PROPOSED S UTILITY STRIP / / PROPOSED VDOT STD. EC 1, CLASS I RIPRAP \ THE HOUSING LAB LLC \ \ / / e° ° / WITH A TYPE B INSTALLATION TO SERVE AS TMP 05500-oo-oo-o68Do (D OUTLET PROTECTION (L=6o', W=6o', D 2') 00 \ / tt o.67o ac. \ / f dl / 1 i O DB 5079, PG 303 / / �� / 0 STORM SEWER PROPOSED WITH �. PLEASANT GREEN -PHASE I FINAL SITE PLAN EXISTING ioo' STREAM BUFFER (TYP.) i v r° PROPOSED VARIA LE WIDTHGREENWA -- \\ TRAILEASEMENT \� / GRAPHIC SC A o i A _ /i`� _ Wes. \ \ EXISTING FIRE HYDRANTT / ROPOSED 5' CONCRETE SIDEWALK - BIO-FILTER PROPOSED WITH PLEASANT \ % i ass e GREEN - PHASE I FINAL SITE PLAN`� 1 /� REMAIN UNDISTURBED � _ 0 0 _ 20 40 s / 160 O PROPOSED 5' CONCRETE SIDEWALK SHALL TAPER TO EDGE OF EXISTING PAVEMENT\� 1 9nc1' _ �40 ft V ° \ ��- r O i \ \ \ i y TO PRESERVE EXISTING LOPE AT LOCATION OF EXISTING CULVERT CROSSING © ` �, �, L / I \ �V Q Y\ v-------- �. THE HOUSING LAB LLC A / `V A \VA TMP o55oo-oo-oo-o68Co / / �V A�,A v 0.53o ac. 1 \ \ .I DB 5079, PG 303 TMP 55C-03-Ai PROPERTY LIMITS COINCIDES WITH PROPOSED \ L - VARIABLE WIDTH GREENWAY ESMT. / / v I 715 r / / \ ROPOSED 3' UTILITY STRIP ROPOSED 5' CONCRETE SIDEWALK I \ SANITARY SEWER PROPOSED WITH 1 PLEASANT GREEN - PHASE I FINAL SITE PLAN I I HALLOCK, SYLVIA M &� ROSAJIMENEZ-VAZQUEZ \ \ \ 1 \ 1 TMP o�\55oo-oo-oo-o68Bo \ \ o \ \ \ \ \ \ \ \ 0.400 C. DB4321,PG364 o� PROPOSED CONNECTION TO EXISTING \ \ \ =IDEWALK ALONG JAB ANS GAP ROAD \ \ \ \ \ \ \ \ \ \\ / \ \ SM CHA ESVILLE LLC TMP oo-Oo-oo-00700 1 3.190 ac _ E 5122, PG 348 � Z� PVI STA: i5+oo.00 PVI ELEV:7o6.22 K: 215.32 715 PVI TA: 2+47.50 0.00 PVI ELEV:7oo,58 O N D O K:8 .70 o LD LO o n LVC:3 0.00 + + 0 ]10 L°n 0 t01, M0iV v 710 LOW PT. ST :12+37-90 r \ l 1 + °w I°. LU + I°. > m > DO w / 0i > �w n > 2 00% > m > W 705 m PROPOSED GRADE (TYP.) LU 0/0 705 2. Z.a \ PROPOSED VDOTSTD. CD�\ 70o - TIE IN TOALSTON STREET ROUNDABOUT, PROPOSED \ 700 PROPOSED- 6'2 WITH PLEASANT GREEN PHASE I FINAL SITE PLAN - - TIE -IN TO EXISTING ORCHARD DRIVE VDOT STD. CD-2 STA. 15+07, ELEV.=7o6.35 i STA. io+io, ELEV.=705.33 \ 69S \ FILL (TYP.) 695 RAMBLING BR OK LANE C/L TA i +oo \ ARD DRIVE \ \' \ / AMBLING BRC OK LANE C/L S A 15+79 EXISTING ORC � ALSTOI STREET C/L S A 16+42 \ \ 690 690 EXISTING GRADE (TYP.)-/ LJ 1 ROPOSED (3) 8'(H)x1o'(W) BOX CULVERTS 685 1 685 L!) Ln rl M N N M Co w Ln Vl O lD pl MU? N 00 'i S N � H w H 'D Cn V) .i M N N O tD It H Ln 0II��CNI N I� N Ln O Ln I� O O OD O 0) M O O 0) N 0) O 00 N 0) O DO N O O a) N' N 0 a) raj M O 0) 'T .j- 0 0) Li) l.It O O) LD O 0) O n n n n kD n n n U) n tD n n ID n b n n kD f\ \ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 RAMBLING BROOK LANE DESIGN SPEED: 25 MPH PAVEMENT MARKINGS NOTE: ALL SIGNING & PAVEMENT MARKINGS POSTED SPEED: 25 MPH SHALL BE INSTALLED CONSISTENT WITH THE MUTCD STANDARDS. 15+50 16+oo 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 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 i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FELT ) IInh -e ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) I 'inch = 5O ft. 20 UTILITY NOTE: THE FIVE VACANT WATER METERS ALONG ORCHARD DRIVE SERVING TMP o55Co-03-oo-000A1, AS SHOWN ON THIS SHEET, SHALL BE ABANDONED IN ACCORDANCE WITH MINIMUM ACSA STANDARDS, TYPICAL. SEE SHEET 2 FOR ACSA DETAIL TD-ii. 0 0 WON CD \ ON Lz Q M � nnnn� co (3) Q CIO 1- O N 0� LU W rn � J N O ILL W N O / W J z _ z z (n O Q Lu U � O t LLJ z z zQ O J W U (n � O Y O H j IY M®M W W V W ��::/D' z_ Z � z 2 CO w LI Q z CD V) N Q w U F ILLtU a V) JOB NO. 112066 SCALE AS SHOWN SHEET NO. 3 GENERAL CONSTRUCTION NOTES FOR STREETS \ V 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 o 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 / r D� A BOUNDARY LINE OR A NATURAL WATERCOURSE. (� / / o ° 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT 1 / O�o SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN I \ do%� o / -A 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 DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT \ \ 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOTlQ STANDARD PE-1. \ CL1NGN4E - 1 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE I, TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED n , 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 \ \ D MANUAL. hti 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, p IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE O N p 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 PUBUC ROADS. D PO 4 0 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL D CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. ADAD-ST 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 0 WITH VDOT'S VIDEO CAMERA INSPECTION 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 TRANSPORTATION 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 ENTIRE ROAD \ _ RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION / / OF THE SUBGRADE. / \ DRAINAGE: /f 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF J ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. 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 WITH THE VIRGINIA DEPARTMENT OF -- TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. ` 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 COURSE. PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE Table 4: Pavement Design (VDOT Pavement Design Guide) 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 COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 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 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Subbase h a ADT Rambling Brook Lane (Public Road) 1540 2 1560 4 4 16.30 SM-9.5 2 2.25 BM-25 4 2.25 21A 6 01 ALBEMARLE COUNTY NOTE: CONTRACTOR IS REQUIRED TO PERFORM CBR TESTS ON THE PROPOSED ROAD's SUBGRADE DURING CONSTRUCTION, WHICH IS COMPACTED FILL FOR THI GENERAL CONSTRUCTION NOTES -PROJECT. THE DESIGN SHOWN ON THIS PLAN CONSERVATIVELY ASSUMES A CBR VALUE OF 4. IN THE EVENT THE CBR TEST RESULTS DIFFER FROM THE DESIGN VI OF 4, THE FINAL PAVEMENT DESIGN SHALL BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. 1. PRIOR TO ANY CONSR I T H WITHIN ANY EXISTING PUBLIC RIGHT -OF- WAY INCLUDING NSPOR A77 TO ANY _ I I �I EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (t/DOT). - L I� THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PE CH T z 2. ALL MATERIALS AND CONSTRUCAON METHODS SHALL CONFORM TO CURRENT SPECIFICAAONS AND STANDARDS OF EE IVE WOT UNLESS OTHERISE NOTED. J. 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 OTHER CONSTRUCTION. - ❑ O O 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. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ❑ Q ❑ ❑ 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 I DEVICES. _ - 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS- 9 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 2016 ROAD & BRIDGE STANDARDS PS-1 I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE x GROUND LINE x GROUND LINE x - /rrr/ rrrr r /rrrrr I /rrir/r rrr rrrrrrrr II - � rfrrJrJf rrr I I rvo -=II rr/rr R C- RSOLIKELODINGOI E' ARTHH t w o ry o p _ p BEDDING - MATERIAL ~ MIN. 1/70 D % 0 % BEDDING MIN. 1/10 D x 0 % BEDDING MN. 1/10 D - - MATERIA MATERIA % O % '6'RMA% MIN. 24" FOUNDATION SOFT, YIELDING, NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MEL 1.5 x D MN. 1.5 x D MIN. 1,5 z. D MN. 1.5 x D MIN. 1.5 x D MIN. 1.5 z D TOP OF FILL TOP OF FLL TOP OF FILL x x - ri/ririrror/i vrrrirririrrr rr rrr�irrriirr - _ - /riir rrrrrrr •:::... - - }, - - .; ';�; rrri rrrrr Yj}ry/�•. - rrrrrrr rrrrrrr - = yr•{��, rrr rrr •;; rrrrrr riri i riiir iirr :h:'.� ;•. - tiC:�': rir r�'''•.:.}r1 GROUND ••:{:.•{y i ,V � f.•'•: rJr rr.}�:,1}` a LINE a • GROUND o= r '..•j::.;: LINE •'k•}: a = rrrrrrr/r rrrr/rr/r„GROINO � _ _ jK' :4•r{:irR _ _ :1; -LINE Imo• _ _ - �`- _• o_ - II 4 EARTH 1 I ROCK OR -I j MIM, 1/AT D UNYIELDING ' MN. 1/10 0 % D % BEDDING MATERIAL I//i PER - r SOIL i" OF H % p X _� _ - _ -_ _- MIN. 1/1 '[1 ~BEDDING ~ ~ EARTH KIN. B". BEDDING MATEPIA MAx.24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDNG MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AMIDBRIDGE ® NOTES: SPECIFICATIONS. REGULAR BACKFLL MATERIAL N ACCORDANCE FOR GENERA NOTES ON PPE BEDDING, CLASS I BACKFLLL MATERIAL IN ACCORDANCE SEE INSTALATNkI OF PIPE CULVERTS WITH SECTKIN 302 OF THE ROAD ANO BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. ri/�r FOR PLASTIC PIPE :rrrr FOR ALL OTHER PIPE REGULAR BACKFLL MATERIAL CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD CLASS I BACKFILL MATERIAL PLACED DIRECTLY AMID BRIDGE SPECIFICATIONSSIZE REQUIREMENTS FOR CRUSHER RUN . OVERPIPE OPIPE AND 6" REGULAR BACKFLL MATERIAL.AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. \V[)= A COPY M 1111, UHIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL UFFIGE INSTALL. OF PIPE CULVERTS AND STORM SEWERS SREFERENCEN ANDAROS ROAD AND BRIDGE STAND" CIRC. PIPE BEDDING AND BACKFILL - METHOD SHEET 1 OF REVISION 4 DATE 07/N VIRGINIA DEPARTMENT OF TRANSPORTAPON 303 107.01 2010 ROAD & BRIDGE STANDARDS NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. 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. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OFTHE 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. TOP OF - CURB 2'• R 6' h � E� O q�T 7„ STANDARD CG-6 STON#57BASE UNDER E CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFI LLI N G. 4" CONCRETE 3' CLEAR SIDEWALK ZONE 2% 6' PLANTING 4" VDOT 2fA STRIP STONE BASE CG-6 & CUTTER 2% COLE-MILL ROR� ADS PRIVATE ALt Y tic) D I F L-1 i COURSESURFACE 111111111111111111111111111111111111111111111111111111111111 INTERMEDIATE COURSE �11'!111111!'11111111111111111 VDOT #21A • DEPENDING COMPACTED r I ON 'K�u\wt•_4_u\i?'Ll_u\: Fcl_u\wFCISS�..a�u•: JLT1MATE TRAFFIC LIMITS F UNDERDRAINS COMPACTED SUBGRADE NO SCALE BASE 10' (TRAVEL LANE) POINT OF CG-6 3' CLEAR FINISHED GRADE CURB & GUTTER �ZONE WIDTH.{ SURFACE 2% 2% fi' PLANTING 57�VET STRIP SUBBASE 0' BASE (TRAVEL LANE) 25' 6'- TYPICAL NE'IGHgORH00.D ST=7 S�7CTION �55' R/TYJ RAAfgLING gROOfI LANE (PUBLIC ROAD) CS-SSAR RESIDENTIAL & MIXED USE SUbDllVISION STREET DESIGN SPEED.' 25 .IfPfl 2� 0 No. 35791 12/09/20c4 LSIONAL �r'l I z a 0 U �ipP yAN V / LU 0 2 LID C ZO a c / m > ~ z L W c TRIP GENERATION 111=100' (VARIABLE WIDTH) 4" CONC. �/\ jam'✓/�� \\\\ W� 4' 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 4" CONCRETE SIDEWALK r z w E O U) N OD '- z E Y w z ' z LU 0rj 0 w C" \ U1 ON F'jCD Lz � Q co a- C'M M 0 N M O W " N O W N > U Ld LU J z J z (n O J w UL9O LLJ 7 0� J z o Q O o2$ W Y cn w Y ~ ~ O LLI yC) z UlWr^ W L7 ::D LLJ z E z LU CO LU IIIIIIJN LU (°V1•�•1� N� Q z o , ^ CD V / CV Q LU _j 0- W 2 JOB NO. 112066 SCALE AS SHOWN SHEET NO. 4 NOTE: PROPOSED SKEW ANGLE = o° BCT-DT T3- di • of a ad IELI, 2016 ROAD & BRIDGE STANDARDS BLI- A Sit..W 12" B ELI- C Eq. Gap.- D It E Nlerncte BHI with BTI FTl BH2 Bit 9" tyP- 3" IT' lyp. SPAN TC Ub HGHT BVi BV2 BV1 BH2 BT1g�,r LMernote BHiwith BTI BL1 - A Spa. W 12" B top and MIL TYPICAL SECTION LT2 Atarnote BH4 will 13L1 aleomers -T3 -Lae BH4 - Perrrvmibla construalign joint tyle. A copy el the spinal sealed and signed drawing is on file in the central chide. TRIPLE BOX CULVERTS SPECIFICATION ROM AND BRIDGE STANDARDS REFERENCE SHEET i OF 3 REVEIGN DATE STANDARD DETAILS 1004.01 07/II VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS CO-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWAll HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS( CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12H MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 4Bi MA% WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECK DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP p FLOOR OR BY USING KRM MLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST HOLES MIST BE PROVIDED FOR DOWEL BARS SO B THAT ADJOINING FLARED SIDS CAN BE CAST N PLACE AFTER PLACEMENT OF 10A No PRECAST RAN FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. S. REQUIRED BARS ARE TO BE N0.5 X S"PLACED 1'CENTER 70 CENTER ALONG TYPE A BOTH SIDES OF TIE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 4Y.". ffm_. 6. CURB / CURB ANO GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPSARE INCLUDED N PAYMENT FOR CURB / CURB AAD GUTTER.iy', ° S 'MN 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 Iq'1 MAy AN ACCESSIBLE ROOM WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSED. OR NONEXISTENT. THEY GRIST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LICHT POLES,FW PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ESSIB BY PEDESTRIANS FACILITY THAT CAN BE APPROACHED. ENTERED B. RAMPS MAY BE PLACED ON WALL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12'S MA% ; s PERPENDICULARTHAT 10 THE c CONNECTION OF THE CURB OPENING IS 5 UM,W ** + * R 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WLEN THE ENTRANCE RADICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK WIN TRAFFIC. REFER TO STANDARD CG-13 COMMERCIAL ENTRANCE (HEAVY 4 l AT )K, 2" HIGHER THANTRUCK TRAFFIC) FOR CONCRETE DEPTH. L\ EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL K THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL) TYPE C A 4' a 4' LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THE 4' x 4 LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOLE In R. ALL CASES TRANE CURB RAMPS INTERSECT A RMIAL SECTION LE e CURB AT ENTRANCES S L STREET FACTORY RA THE R DETECTABLE -8--2.4" .!LC oI WARNING SURFACE SHALL HAVE A FACTORY' RMNS OR BE FIELD O O O O o Q =I -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH JJJ... THE BACK OF MRS. - 0000 0000 Q Q O Q- 0 0 0 0 0 0 0 0 0 v v o LANDING RAMP + u 00000000O OO Q OO Q o 0 0 0 0 0 0 0 0 0 o v v Q o v 0 0 0 0 0 0 0 0 o v v v Q o v m 0 0 0 0 0 0 0 0 0 0 v v v o v X OF SAW DIAMETER -� 0 0 0 0 0 0 o v o 0 o v v o 0 Up, Ungel DETECTABLE WM44S AT BACK OF CURB 0.9"-1.4" VARIABLE FULL WIDTH OF RANP FLOOR I SEE NOTE 12. BASE paL1E 1FR f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL -%Voor CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROADAND BRIDGE STANDARDS R SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105 W115 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 .".S EC_U NOTE WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A ENTRANCE �� THE CROSS SLOPE SHALL BE Ix FOR SLOPE A WIDTH OF 5 FEET. IRMNS TO BE till ( �'I A -STREET APPROACH SAME ALE SURFACING G GENERAL NOTES SHOWN ON PLANS)N C AS MAINLINE ROADWAY (SEE NOTE 3+ WITH ----- -N (RADIUS TO A$ ON PLANS) 1. WHEN USED IN CONJUNCTION STANDARD CG-3 OR CG-7, THE CURB FACE ON THS STANDARD 5 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CGa CONFDURATION. / ( - SEE STANDARD C6-12 FOR CURB RAMP DESIGN TO BE ALK USED WITH THIS STANDARD. ---2. S1(WE F(SEE - NOTE 5) RW AVED SPACE ]. 4A4LNE PAVE4RT SHALL BE CONSTRUCTED TO THE LIFE IEWCEPT ANY SUBGRAAE STAYLItATION pp�ppcR/W REOLNED FOR MAINLINE PAVEMENT WHICH CAN BE ApNEXPANSION OMITTED N THE ENTRANCE.) ON7JOINT 4. RMA_ CURB OR COMBINATION CURB AND GUTTER NOTE: WDTH '9" 2'-0" OR Aft W MANLIN ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PI.RPOSES. SHOWN ON TYFCAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS O ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC. THE DEPTH FOR SIDEWALK 6 CURB RAMS XYPARMOUC CURVE 'ENTRANCE ONLY( WITHIN THE LIMITS OF THE RADII SHOULD SE INCREASED TO 9 'SEE CG-13) EDGE W PAVEMENT OR OPTIONAL FLOW L#E GRACE CHANGE - p ® - - 6. PLAYS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW 15EE LINE ISN REQUIREDTO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - - NOTE T THE ENTRANCE. CE. BS ® _ D T. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRACE GRME CHANGE O ID' ME LISTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 51M . 20'MINWM FOR COIW.IERCIK ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS. THE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED N ACCORDANCE WITH WITHIN All POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A OF ROM ALLUE�OUIREMENTS. NG STOPPING SKINTDISTANCE AND K VAVD07 9, OPTIONAL FLOWLINE WAY REQUIRE WARPING OF A PORTION OF GUTTER TTI PROVIDE POSITIVE DRAINAGE B ACROSS THE INTERSECTION. - ALLOWABLE ENTRANCE GRADE CHANGES .. rt -V. •i. _ CLASS N tH.E.S.) �,i.s -- Cole; EVE ` SECTION C-C ENTRANCEVINE GRADE CHANGE DESIRABLE MMMU HIGH MORE THAN 1500 VPO O i ] i MEDU4 500-1500 VFD IN 6% Low I LESS THAN 500 VPD 16 % 8 % NOTE ALLOWABLE ENTRANCE GRADE TABLE 15 NOT APPLICABLE TO STREET CONNECTIONS SPEOMATON XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I of I VRGINA DEPARTMENT OF TRANSPORTATION 07715 2030,. 2016 ROAD & BRIDGE STANDARDS v 1U'vn as CI 01 nnVLAnrtw BCT-OT GENERAL NOTE Capacity: AASHTO HI-93 Looding. Specifications' Construction - Aqr, ° Ox0�me tnl of Transportation Road prn��riage SpedlicnY,bne. Design - e Ion02o'o 24 In1er maN�peoP4coi4ansp o°ridl VDOT Modr&ctons. A e°narete shelf be Uses M. N0 formed reinforce bars shall c °form to ASTM A815,r Grade 60. I for erg bar the detaNd hawing. r.F .meson on are to ..More ea noted and are subject to repricetio°n� and coneeWcfeo toiede Construction joints Add and bonded in accordance Bridge w, d°9e SpeGncations. III mare than 35' in lyrpth ghaA be paved In ge Uom by .hp we of barred. 2betwxn joint. onme a Ithon °3 Y°irJ€' 1e All bonds her be made with a ion aonater as listed in TABLE A bmC°Sw To' Bbrs BH3 and Bills *No f� IMF have a pin diameter of 24 DnNnbions on bar diagrams are oaM1te-pat of bans. Bab are stnapht and w4 sis. nMx Whommie shown. 31.2 net be W size. TM number of BL1 and 0_2 Was spawn in the table is the number of Ion 'ludnal We shown In the Typical Section and may net equal the total number of bore r".1red. BLI and BL2 a 01 how. a led of 30 bar dfomelsb of sinless. At construction Iointe, Fret placed bars shot project 30 bo �m ise beyond (era jdnl. EeryGnolteed reinforcing arl OMl foe nfW IIM ofLBL1 add EL2r r. Th. Cside! weight lard, tua 1, shown In the table. TM mininsentryco its, of main renforcng bare .half be 2 ' from Wefacemcr the iface uI sh U be of otly `Naerta tie fe ...,at. for AI reinfardvN elxl for cWverM under 0 W 2 fact pee ahall W Low Carbon/Chromium Reinforcng Sleo conforming to ASTN AT35. At the Contractor's opV.._BVI old BV2 barb may be spliced at the pernYbbAle construction pint In order to loci to construction. No add'tional compensation shelf be presided far the inaresse In reinforcing steel quantity due to the splices. Bar Hill shall be 4" less than Calvert Might in all Headwall quantities shown assume wiigwels are to M built of a 458 angle to tits hsaawan. TN design are applicable to the fill Might end offer conditions 'laMy changa in the cs.pitil invalidates than. deaige. =,,!do r.fererleed by let(., apply When the acc,tot f.shookion lev�IW the Game for both be. and winua. If fopnda Upn III are different. the height of the wingw011 .Ill be adjusted by retention f onalher lettered «ngxl of opt. err to haght Far «(newer dvials, W., to standard series 9C liar IN apprd, Tote Nu algps. Far details of exterMing eYM6rN be... refer to Stardsod BCE-01. Far 0flacmcludeE°n°fld ters far Skewed culverts. see the skewed be. ;;et data7* standard ."Ise used With the GET standard saris. A COPY OF THE CRONIN.. SEALED ANDSIGNED DRAWING FILE THE CENTRAL OFFICE. SPECIFICATION REFERENCE TRIPLEBOX CULVERTS `VAT ROM AD BRIDGE STMO/R05 STANDARD DETAILS REVISIONoarE SHEET a of 3 VIRGINIA DEPARTMENT OF TRANSPORTATION OU12 1OD4D2 2016 ROAD & BRIDGE STANDARDS G-9D I�WIDTH rep aspep EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE 1 EXPANSION JONT- A ' WIDTH OF ENTRANCE y EXPANSION JOINT BE S2 w w CUBIT INCLUDED IN u ENTRANCE GUTTER cP p C � yuu $ I w \Jr FLOW LINE i ENTRANCE WITH EXPANSION JOINT DESIRABLE NNIMUM M' ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT NORMAL GUTTER LIMITS OF ACI&SS ROUTE STH6AN ® - - _Ww we ACCESS ROUTE PEDESTRIAN UFPAVED SPACE N-T�RAVERSABLE�� UNPAVED SPACE WIDTH 1 T IMTS PEOf I , LIMITS OF PEDESTRIAN ESS ROUTE NON-TRAVERSBLE CESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH IiI WITHOUT UPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RELREO F THE LIMITS OF PEDESTPoAN M.CE55 ftWTE INN( EXTEND BEYOND EXISTING 1'-3" OR PROPOSED VDOT PoGHT-OF W E,�M I a. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTNUWS UNOBSTRUCTED, STABLE, FIRM MD SLIP RESISTANT y', • 1i. , G PATH CONNECTING ALL ACCESSIBLE ELEMENTS DC A A� FACILITY THAT CAN BE APPROACHED, ENTERED MO -e. •1:, ••e. HALF PLAN USED BY PEDESTRIANS. iF IF PEDESTPoAN ACCESS RO TES III ARE BEING G" AGGREGATE BASE TYPE ISIZE 21B- SECTION A -A ROM MD BRIDGE STANDARDS SHEET 1 OF 1 REVISION GATE 203.03 07/15 LID-4 U PROVIDED, A MINIMUM TRAVERSABLE WIDTH IS REQUIRED MAX.D WITH A Ma% CROSS SLOPE. SECTION B-B WHEN USED N COMAC71ON WITH STANDARD CG-3 OR CC-7. ME CURB FACE ON TARS 2'-0 STMDARD IS TO BE ADJUSTED TO MATCH I.-� < SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. , CURVE C e. - ® e. LLL Y Y ' . • • ___________ IxY •e•N, I:• e. . p. a eq•o• ROXITC DX CHANCE cLAss A3 c .Es.) CONC. w. SE•-C-�2TII-oO-N�•'IO C-C POINT OF MADE CHANGE I I IF . d. 'ER Y x 12 X MAXIMUM INCREASE N SLOPE AT MINIMA INTERVALSINTERVALS Y Y Y 3 X MA%NWUN DECREASE IN SLOPE FOR FIRST 10' INTERVAL AD 3 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10INTERVALS SECTION D-D STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE 502 VIRGINIA DEPARTMENT OF TRANSPORTATION GEOTEXTILE DRAYAGE FABRIC (OVERLAP Y-O' AT TON) -) rpAVED SHOULDER SUAGRAEE SEE NOTE t ill T-0• AGGREGATE OR CRUSHED C EE VARIABLE !REQUIREMENT. M7we IB (EDGE OF PAVED SHDLAl PAVED SHOULDER SECTION ROAD MID BRIDGE STANDARDS YET T OF 2 1 REVISION DA' 10606 lP TO ELBOI PIPE IS PE161 MiM Y DIRECTION OF WATER ROW 45' ELBOW CONNECTION 45' WYE CONNECTION 0 MAX. Ew-Q TYPICAL) OUTLET PIPE NO SCA.F UNDNObN SHALL BE CENTERED UNDER CURB AMC GUTTER GEOTEXTILE M$st#J E FASW .1:0'_- GOVERLAR 1'•O" AT TOP) f -'l SLBGRApEall me SEE NDTE I 057 AC.OIEWT 6 E, A "PPE GLASS WTE M CRUSHED GRASS ION MEO BB GRADATION REOREIENi. PAY LIMITS FOR PPE TO OUTLET BEGIN WITH 45' ELBOW CURB AND GUTTER SECTION VP TO ELBOW PPE M P€RFOIRATEP STANDARD PAVEMENT EDGEDRAIN VRGINA DEPARTMENT OF TRMBPOITTATIM CG-12 a5 DOWELS. @'LONG_01 PERMISSIBLE AT 12" C-CCONS 2W MA% _ 12r1 MAC be ,p B 1 BCT-DT 2016 ROAD & BRIDGE STANDARDS (Writ Wing) .-(p 1 (Wing Removed) (Downetreom Entll G/GV%% (Upebaom Erk) END ELEVATION REINFORCING BAR DIAGRAMS E F wwe Vertical Log are 2.-0" H1T3 ° Length . 4'-2" BH3 BFN f BTI 8" K fie" PVC Danbeil Waterstop TAKE A BPr Pn sae Do. •3 21/4 •a 3" •5 3i'i •B %i •7 5'1A •B 6" .g g• TIB"a 6" Feet J r•6 HWt '-Tt T4A l2" R UPltreamEnd (Opbonslat D.Wmtreom EndIipn JOmt-C PART PLAN ng(Wing Removed) SECTION A -A (Dumnst... he End) fupairearrl End) (With Wing) PART SECTION B-B UPSTREAM END (OpfDownstream End) -%VOETF TRIPLE BOX CULVERTS SPECIFICATION ROM AND BROGE STANDARDS REFERENCE SHEET 3 OF 3 REVISION DATE STANDARD DETAILS flUc D7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION s.. .o..r., ATRUNCATEO DOLES SEE SHEET IOF 5 FOR DETAILS 5'-D" MN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 4 :1 200 4B :1 2•MIN. SECTION A -A PERMISSIBLE 'c Ad CONSTRUCTION JOINT N Q SECTION B-D 2016 ROAD & BRIDGE STANDARDS II 11 A LIR N 11 '' cMA6 �� 9WUTL4LDE PROV EL CROSSWALK FENaR BE LA CRf NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. WITNN . Get SEE SHEET 1 OF 5. la AR OKISSWAK EA THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT `' ' GGRB IS LIMITED TO 15 FEET, REGARDLESS OF THE 4. 811F([R ST1W SLOPE.AT INTERSECTION S fdDEwKK TYPE B PARALLEL APPLICATION ROADWAY GRADEMINIMUM IN PERCENT RAMP LENGTH IN FEET 4" CORE!6" CURB 0 4 6 1 5 7 2 5 e 3 8 9 4 B 12 5 ID 15 6 14 15 WITHIN CROSSWALK LANDING 41h„MAX. DIAGONAL PLACEMENT SLIDE IMOMG N6:,NAl LANDING LN (MAX. SLOPE CURE CURS CURS CROSSWALK '4? 1) rill' = MQ* CROSSWALK rnpAps . I I1 ps CONgtETE C� II In I' �B WITH BUFFER STRIP WITHOUT BUFFER STRIP WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING t2"x EDGE OF EXSINC PAVEMENT (AS DETERMHEO N FELDI TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT CATERS - PROPOSED ASPHALT LAYERS -------EWSTNG SUBBASE------ PROPOSED SUBBASE CONTACTED SUBORME CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %s INCH TOOK ASPHALT SURFACE COURSE (SEE NOTE 5) w WIN" 12 INCHES, OR GREATER AS NEC£SSAEV TO AGUT TIE FALL TIHCKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: L ASPHAT PAVEWNT WIDENING SHALL HAVE A PAVEI.AI T DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENCINEER. DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND ES OF THE LAYERS OF EXISTING PAVEMENT. D SUBSURFACE DRAINAGE OP THE E%STAND AND PROPOSED PAVEMENT SHALL M ADDRESSED IN THE PAVEMENT DESIGN. 2. THE PAVEMENT 3. A MNIMUM OF THREE CORES SHLL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE ANO THICKNESS OF EWSTNO PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN SOD FEET APART. 4. THE ADJACENT TRAVEL JAE TV, BE MILLED A MINIMUM DEPTH OF 1, FICHES AD REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WINCHING SURFACE COURSE. UNLESS WANED BY THE ENGNEER. 5. THE ENGINEER MAY AEOUIRE THE MLUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED 70 MHEVE AN MCEPTAKE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT WARNINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FNK TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOURE.MEIITS OF SECTION 315 OF THE SPECIFCATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL LE TESTED USING A V FOOT STRAGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. -%V ROM AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION ROAD AND BRIDGE STANDARDS 105 502 511EET 1 OF 1 REVISION DATE SHEET 3 of s REYISION DATE 07/18 3D3.D2 2G3-E CD-1 CNT (PAVEMENT SLIMASE DLL A -- COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION IWIH TYPE ISELECT MATERIKI TRENCH PLACEMENT r PAVEMENT SLRFALE 4 BASF oeo 0 o seaSLOBA5E - b-o- e- o -- SELECT MATERIAL TYPE Z OR B 1 ••�; 051 AGGREGATE. 48 AGGHEGATE OR CRUSHED GLASS MEETING 45 GRADATION REQUIREMENTS PLAN VIEW GEOTEXTLE DRAINAGE FMRtC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR f- PAVEMENT SURFACE M BASE 4. e of a e o e e p�-SUMUME OR CEMENT 5TABLIZED SUBBASE st ? : • ? as SECT MATERIAL TYPE I OR 51.B ME (CEMENT OR LINE STABLNE01 OEOr6xnE •• 057 AGGREGATE. 48 AGGREGATE OR CRU94EO l8i E 1 I cLAis WUM 0e GRADATION REOLgfl WS. GENERAL NOTES 0 II 1. UNLESS SPECF-ICKLY INOCAFE0 COIBNATDN UDEROINN WILL NOT DE LOCATED AT THIS POINT WHEN 66 N SLMASE IVD SIBCNADE ARE STABLL ZED. 2. TREN SHALL K FILLED WITH AGGREGATE AND THROLIGI HAND TAMRD 'O INSURE COMPACTNESS NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF TIE TRAYEL LANE PAVEMENT AND SIWA BE PLACED Of A GRAB PARALLEL TO THE SHOULDER S-OPE 2%ON. 13 % DESIRABLE) GRADE. I I TYPE OF PPE CRUSHING STRENGTH 4. ON CUB AND GUTTER SECTICNS, W W IT US !IMPOSSIBLE TO OTEAWISC PROVIDE OUTLETS FOR UNCETIDRANS, THEY ARE TO BE LOCATED SO AS TO ORAN INTO DR(X' HFTY OR WANOLEs. 5, ON SIIPERELEVATED WCTNOS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WON OUTLET PIPE WN LOW SIDE ONLY. .T 4- NOW. OAIETR W.T. d` NUM. OAETE SMOOTH WAUl PVC BJ O.ti11 SMOOTH WALL PE 70 PSI XXN 70 P51 XXX 6, NYERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A YRNMUIM OF 1'-0- ABOVE INVERT ELEVATION OF MCETVNG ORAMAOE BITCH OR STRUCTURE. X WALL THICKNESS (WIN) -ACHES 7. A. T:ONNFCfI01S (ELBOWS, FIFTIES. ETC ./ W1HIN PAY LINTS FOR OUTLET PIPE ARE TO RF - Ti-: SAM CRUSHING STRENGTH AS THE OUTLET PPE. XX X TESTED IDCPtDN'G TO ASTM D-2117 AT SX OETLECTDN. 8. I I - TO BE SEC,IRFLY CONNECTED 70 EW-VCR OTTER ORNNACE FICATION SPECIFCATON ERENCE STANDARD COMBINATION UNDERDRAIN ALE 2253 40 (AT LOWER END OF CUTS) 23' 1 HEY W07 TOR lot IOL04 VRGINA EEPARTMENT CF TRANSPCRTA-.E'• ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 3u OfLNRS OF PAY FOR DUTIET PIPE PAVEMENT TUN Of CUT SUBBASE TOE OF FILL SUBGRACE FILL CAMBINATION UNDEROflNN W DDC LINE COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT ITYP-12 1�' T' SHOULDER LINE I 1 EDGE OF PAVEMENT I' W TRAVEL LANES I'M EDGE OF PAVEMENT SHOULDER LINE GALIa'�I TOE OF FILL f PAVEMENT SURFACE 4 BASE LINTS OF PAY FOR eR coo o a o b o o SUBBASE OUTLET PIPE -G-O-o-coo-o-C-o-o-CoO-O- -SELECT NATERIAL TYPELORB PLAN VIEW SHOWING PLACEMENT OF I� •• ,]; ]] #5T AGGREGATE, #B AGGREGATE OR CRUSHED CO-2 UNDERDRAIN GLASS MEETING #8 GRADATION GEOTEXTI •1_Q• NON -PERFORATED OUTLET PIPE FA9PoC OR TYPE OF PIPE CIEUSHNG STRENGTH .T 4" NOM. DIMIETER " HOW. OIANEM SMOOTH WALL PVC .11 0.153 -•F PAVEMENT SUIFACE M BASE ISMOOTH WALL PE 1 1 70 PSI NNW 70 PSI INN d o e o e o d o P t SUBBMIE OR CEMENT STABILIZED SUBBASE „ e-o-e o-,i-o-o-o- �-SELECT MATERIALTYPEROR SUBGRADE 1' - (LENIENT OR LINE STABIJZEDI IN WALL THICKNESS (NM - NEWS •••• M7 AGGREGATE, 118 AGGREGATE OR CRUSHED NNNTESTED ACCORDING TO ASTM D-2412 AT 5%OEFLECTION. GEOTEXTILE (LASS MEETING #5 GRMATIN REQUREMENTS. FAMC DRAINAGE 1-o GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. &IATI H SLAB PAVEM IT 2 OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHCULDER SLOPE 2 % MN. I& DESIRABLE) GRADE LZ OGE CD-2ISUBBy4E 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD- 5'-D'f.� OUTTINUESTS R "ESA.�BTMEYARE TO BE LOCATED SO AS TO CRAM INTO DROP '-0 MN DEPTH) T� Z 4. ON SUPRELEVATED SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT MEA WTH OUTLET FPE ON LOW 9DE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PRE TO BE A MNMN OF 1'-0" MOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN A" L ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH M THE OUTLET PPE. 7. OUTLET PPE TO BE SECURELY MC CTEO TO EW-120R OTHER DRAINAGE STRUCTURE. SPECIFICATION REFERENCE STANDARD COMBINATION UNDERDRAIN 232 (AT GRADE SAGS AND BRIDGE APPROACHES) SO VRGINA DEPARTMENT OF TRANSPORTATION 1-20 701 XlB.OS No. 35791 12/09/204 LSIONAL V1CAl Z Z Of J Q F D e C O uB� Or) j C C ,W1 V/ LUOf 0 Or) 6� B1 Z J Q d 4 > > Z U W�Of UJ li c F_ Z W 0 Q i oS J (n i (? Z C iY W LU Z_ J (J Z G V O C:'W .�-1 \ L V FU CD 'a N r•�A� z VJ ICI CM 0! Q O 1 N O �•SA�� Ie VJ N O W \N / W Ld z Ln U) O J w UL9 I-- I � O LLI J z o Q O_ Cz W �? cn w Y 1--I ~ > p UJ C)se U1 - 1�1 I zUJ UJ W z _ I---� w Vl W J~ 0� I- WN V L.L a Qz O` O N Q W J Owls W 2 IV) JOB NO. 112066 SCALE N/A SHEET N0. 5 2016 ROAD & BRIDGE STANDARDS BCW-21 GENERAL NOTES Specifpic5a 1{tions,F Rr vDOTTMoLpeIflOaT-lotrdr Benign Speaf;cetioln 5th EdI 20101 2011 Ir ur,vo Rensionst and Limits of Validity for Standard engr08 design rIn r n I r n ti, f II wi ni t . The standard a Deb b O e bO58d O e O O O65U t Onb' v on nv D n r I r nn In r n r h x yr {{ e Qp a na a+ruc+4 al co ec+ peet ee +he oil ono + e bo cute + traiTTo eurcw w loaatng is negac+sa. f Back nl NI I r r m rl I In n friction n i y••�. III Brlal C BB Onu0 07e d with On of of CT M 0 e 0 081 3 '. p1 s g } p 0} Ia ) op�ne. i bock rml i n f ♦0�� m rl �f n[n ( f lanBSV! Da ahoA net De De ttatl. com cto o ins Dacx fll to al t o dstanca o Da n i h h4 f n ra r o e-het the a o t e II moll be D han0 compacto a only. ght Y Y Drainage The Co"OI shell pravloo the drdincoo system Indle0od On Sheet I. The cat for th drains e system Umlu I roue ba K♦III 6' dlan8ter nOn-rl Id +ubin and 8 Y q C g g h r 15 r Ir aa 1 I a po I f' of B tame ear ed) ahaR De nc dantd is ilia coat DO or Concrete. Concrete All concrete anal as Class A4. Rif m e n wee ant Defo d elntwcing Dars shall c ,form i4 ASTM A61 rode 6 Al reinfw ing bar dime, Igns on e dej Ibd borings are to ceders of barn excap •. ere o •srr se note and are a ect to aDrlcot%n and conatruatlOn tolwances. Dimensions on ar daoamawe out -to -out g1 bars Bars strat9Yunless as6 otherwt erwr n The concrete cover to the outermost reinforcement bars show De as fo8ovar .1.wmt�fdl 7e�:eZ3T minimum cover At the Contractor' Option WV Seri a bara may be epl1c6a at t f ins foots In wrier +o 11 o f pp n in vlIt Q n h OC I at co et sio 'On S e NI i d r gc,003a 1 T L t Np ♦♦ g wns p G C t 1 a m I n vl i t to In r Inf raq. p 5 I d t I co perua+o ePwll Da vo sea o +na veaae e o eM steel t � sus 40 ad p(p g awn y 1!'9 spices. I n 49Geb BOub Rea noles AngII be placed of trio lowest point f"algIe for free wainoge gagy, from th e wing. Four Type 1 Rings we to be used for straight croseia a and skews uo to 20•. Too Type I anal two Type N Wings ar. to De url for 9xer9 from 25• ip 45•. Far skers oDove 45•. ¢pedal assign wlrga Ore rewired. 0 vtnONO1 TO be used for eqc, culvert vpr} Is e,Orn On iM BC ant e9 6nW0T6. Tine d8610n6 shorn Ore qDD}Ic�IB for aa /5• "ea, with the rDOtlrOy and Diller conditions IndICO Any change In he% Cono ohs Inv0Aaotes these designs. wantmes shown we far one rIng. WNG WON Quantities a• �• keF H.gH End 9r-m keF III End concrete Reinforcement A 2.3 204 0.41 0.46 8 2.8 245 R 5 0.46 [ 3.2 7 273 121 8.49 0 4.0 306 1.49 052 E 4.4 346 1.49 8.52 F 4 9 376 71 0 52 L 5.6 434 1.19 0.55 H 6.2 463 2.83 055 1 7.1 552 2je 9.60 J 7.7 589 2.36 050 K &6 671 2A3 0.65 L 9 3 738 2 70 0 S5 M 141.3 878 2.76 0.71 N I& 7 958 3.05 025 0 IL7 M4 3.18 9.85 P W 1172 3.17 8M 0 14.0 1337 M45 0JI8 A 15.3 1444 3.51 9.95 S 1&5 1591 3.56 0.45 T 1 1 .5 9 I6 5 3.86 I.03 U Me 2002 3.92 1.03 • 2&3 2238 3.99 1.11 ■ 21.7 2403 487 1.11 X 27.0 2884 4.28 1.27 Y 31.7 3 34 3 4 .36 1.3e 2 33.9 3578 4.46 1.39 AA 35.9 3876 456 1.39 Be 38.8 4522 456 1.48 CC 41.0 4747 446 1.48 DID 5RI 5689 4.99 1.71 EE 5L6 6313 500 1.71 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING N THE CENTRAL OFFICE \VDOT SPECIFICATION ROAD AND BRIDGE STANDARDS WINGDETAIL REFERENCE SHEET I OF a REVISION DATE 2: 1 FILL SLOPE - TYPE 1 1007.0, 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS BCW-21 WF4 WFS WFG WING SO LENGTH SO a FROM TO VARY BY LENGTH FROM TO VARY BY SIZE a FROM TO VARY BY LENGTH FROM TO VARY BY A / 6'-Z _ _ _ _ _ _ _ 4 3'-4' 21-T 01- IV 4 T 3'-Ili' 0'- 1%' B A 71_2. _ _ _ _ _ _ _ 4 3'-4• 2'-6' a,- LW 4'-9' 3'-Ili' 0'- 11/A' C 4 e'_2. _ _ _ _ _ _ _ 4 3-4• 2'-6' @- IV 4-9' 3'-10' @- 119 0 4 4-Y 4 3'-10, 2-6' W- ly{' 5•-3' TAT a- 134. E / 1@-3' - - - - - - 4 31-16. 2'-G' r- IV SIT 3-411' 0- IV F4 ll'-3' - - - - - - 4 3'-1@ 2'-6' a'- IV" 5'-3' T-W' 0'- 114' G 4 12-3• - - - - - - - 4 4-4' 2'-6' 0- 1%, 5'-9' 3'-10• 0- ]A' H 4 I3'-3" - - - - - - - 4 4'-1' 21-6' a' I%' 5'-9' 3'-Ili' 0'- 1%' 1 4 14-4' A 4'-71• 4'-2' 0- 1w 6-3' 51-6' 0'- Ih• 4 4-10' 2'-6' a, 2' G'-3' 31-0" a' 2' J 4 15•-4• 4 4'-li' 4'-1' B•- 1%' 6•-0• 5'-5' B'- 116' 4 4'-19' 2'-6' a'- I%• 6'-3' 3'-t B' a- 1%• X A 16'-5' 1 5'-5• •_P' A _ _ 1 B' 1 h 6'-9° 5'-1@ _ I B' 1 b 4 5'-4 z '-6• 0'- r 6'-9• 3'- " u 0'- r L 4 1 V'-5' 1 5'-4 4'-5' 0'- I'A' 6'-T 5'-9' 81- D/4' 4 514' 2'-6' B'- Y 6'-q• 7-I I" 0'- 2' M 4 I8'-5' 5 5'-11' 4'-9' 0'- I%' T-2' 6'-1' 0'- fir' 4 Y-10' T-6- 0'- 2%' 7'-2' T-0. V- 2A' N 4 IB'-T 5 5'91• 4'-9' 0.- 1%, T-2' 61-1' 0'- IV 4 5'-18' 2'-6' @- 2%. 71-2' 31-1I" a- 2A' 0 4 IT-W 5 6'-4 5-2- 0'- 1?A' 71-8• 61-W B'- 1%" 4 6'-4' 2'-6' @- 2%' 7'-8` 3'-II" 0'- 2V P 4 2W-W 6 6'-11" 5-5' 0'- IV T-2' 6' r W- IV 4 6-Ir 3'-0' @- VA, 0'-2' 4'-5' W- 44' 0 4 21•-6' 6 6'-il" 5'-6 0'- 1 ' 8'-2' 6'-9' @- 1%' 4 9'-ir T-0' @- 2A' 812' 4'-5' 0'- 2A' R d 27-7 5 6'-5' S'-1' 0- 11(' 7'-9' 61-5' 0'- 11V" 4 74' 3'-0' B'- 21A' 8'-8' 4'-5' 0'- 2�4' S / 23'-T 5 6'-II" 5•-6' 0'- 1 ' % B'-2' 6'-1@ B•_ 1 • % 4 7"-l0' 3'-8' a'- 2 • % q'-2' 4'-5' 0'- 2 va T 4 21'-T 6 6'-11" 5'-7' 0'- 1%' B'-2' 6'-1@ 8'- 1%' 4 7'-l0' 3'-8' W- 2V 9'-2' 4'-5' a- 2V N 4 25'-T 6 71-2• 5'-9' 0'- 1%' 8'-5' 7'-V B'- ly,' 4 8'-4' 3'-8' a- 2'f2' 9'-8' 4'-5' 0'- 2%' V 4 26'-16• 6 7'-T 5'-5' 01- 2' 8'-1@ 61-V 0'- r 4 8'i0' 3'-1' B'- 2%' Ili'-2• 4-5' 0'- 2V W 4 27-11' 7 8•-@ 61-1. e'- 2• 9•-r T-@ B•- 2' 4 4-4• 7-1• @-'34. Ir-@ 4-5 0'- 271- X 4 29'-@ 6 81-T G'-4' 0•- 2W 111-6. 8-2' @- 2%' S 10'-4' 3•-7' 0'- 2%' IY-7 5'-5. 0'- 2Yj' Y 4 30'-I' 6 9'-II' 6•-9' 0•- ly' 12•-2' q'-0' 0'- I'A' 5 11'-4 4•-V 0'- T 131-81 6'-5' a- 3" Z 4 31'-2' 6 10'-1' 6'-10' e'- 2 • 12'-5' 9'-i' 01 2 1 5 11-10' 4'-I" W- 3' I4'-2• G'-T 01 3" AA 4 7r 3' 10 2 0' 2 32 9"-5' @ 5 12 l 0' 3 i 8 6' 5' 0' 3 ' 08 4 33'-6' 7 11'-5• ]•-9' B'- 2 /t 13'-]' 9'-1' @- 2 % S I3•_I• 4'-l" 0'- 3. % S'-8' 6'-5' B'-3 ' 1i CC 4 3 4 -7• T II' 1@ 8' 1' 0' 2%' 4•_ 1 1 l Ili •_4 ir 2%' S I3'-Ili' A 1 0' 9%j' I6' r 6' S' 0'- i/2' DO 5 35•-7' ] ❑'-1@ 8'-2' 0'- 2VA' 15'-f 11'-5' @- 2' ' S 14'-41 +'-T 0'- 3%" 17'-B1 T-III 0'- 3 ' EE 5 76'-B' ] IZ'-0' 8'-3' 0'- 2%' 15'-3' 11'-6' @- 2%' 9 1411@ 0'- 31/4' A COPY OF THE ORIGINAL SEALED AND SIGNED ORAWANG 15 ON FILE IN THE CENTRAL OFFICE `VOI]T SPECIFICATION ROAD AND BRIDGE STANDARDS WING DETAILS REFERENCE SHEET 5 or R REVISION DATE 21 1 FILL SLOPE -TYPE I00],05 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS WF'9 TN aid. W M • l fr n f T 12• RY4 - U spa. W 6' = V WVI Dad 1xe I bodll WV3 - S e_ 0 T k pock face 61-0" WHl NF-se es FRONT ELEVATION 1 WIRY. _ Cr. n•n a I2' • NJ Mi•. 1-JJ a. - 12' WF21CC 9 o. KK 0 9' FF W IV= DO Top 3 top tap IYF4-KIN ea. aPa. = 00 sloe I Bcw-21 Front face---Fftrl�W arolrwge toyer WV-serles I 12' batter for vin s X - EE 0 spa. W 12• g 'ace 1 4' 0 h formed 116Bp 01e o IIIOtl T Yith lqui Id TM I w D 9 •tg required. Nnen e u ad. v 2, IPerfor drain.o{ee 6' alametar /_ drainage aloe Canr•echad to balm a outlet and a WFdA}� Iz'll 7- 1_ffOs-DNNi va. epg.� / and Dot. Jf J'IT //// 4 YFIO-1N as sPa. wrl 1-INN sa- spa 00 aloe _ 00 each cDrw FOOTING PLAN of footing A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWN See note I wXl 3' 3 1- EE N-serle4' Y 3` wF6 L� 1z" END VIEW f V D T T D O I'-6• WFII WFI TO WF3. WF5 TO WF7 WVI. WV3. WV4 - LL &DO. TABLE A TABLE 8 TABLE O NNpin an0 Dot. WA Y � Mo Z �q Solid, Length A-W N/p a3 21/1 41- NI T- T' 4%2' MS 2". M6 r- 7° 00-EE I'-9y:' e6 dvx" b• W7 3- 3• as 41 1- #8 8x a" no V- a" a9 91, 14Y/i' WING DREFERENCE AIL ROAD AND BRIDDE STANDARDS 2 1 FILL SLOPE TYPE I REVISION DATE SHEET 2 OF a VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 100702 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS BCW-2' WF7 WF8 WF9 WFIO WFII RING SIZE LETOTH SIZE LENGTH SRE LENGTH 512E LENGTH SASE 0 LEBGTH Eq FROM TO VARY BY FROM VARY 8Y A - - - - - - - 4 612' 4 3'-r 4 2'-r 4 2'-r 4-2" 6 _ _ _ _ _ _ _ 4 i'-2- A 3' -Y 4 2'-2- 4 2'-2' /12" 4 C - - - - - - - A 81-T 4 3'-2" 4 21-2' 4 21-r' 4'-2" 4 D _ _ _ _ _ _ _ q 9 -2 q _ TIT 1 - 2' 2 4 _ 2 r 4 2 4 E - - - - - - - 4 Ili'-2' 4 3'-8- d 2'-2' 4 2'-2° "2" 4 F _ _ _ _ _ _ _ 4 U -2' A 3'8' 4 r-2' 4 212' 4�2" 4 G _ _ _ _ _ _ _ 4 12'-r 4 A'-r 4 2-2' 4 2-2" 112" 4 H - - - - - - - 4 10'-7 4 4'-r 4 2-2• 4 2-r 4-2" 4 I / 14'-2-T 4 4'- 4 2'-2' 4 2'-r d'_ �� 2 4 J - _ _ _ _ _ _ A 15 -Y A 9'- @ 4 2'-2' 4 2 -2 4'- " 2 4 A - - - - - - - 4 16'-2' 4 5'-21 4 21-2. 4 2'-Z" 4'-2" 4 L _ _ _ _ _ _ _ q Ii•-2• 4 5'-2 4 2'-2• 4 2'-r 4'-2" 4 M _ _ _ _ _ _ _ 4 19'_2• 4 5'-8• 4 2'-2' 4 T_2" 4'-2" 4 N _ _ _ _ _ _ _ 4 18'-2' 4 5'-@ 4 2'-2• 4 2-r' 4'-t'• 4 0 _ _ _ _ _ _ _ 4 1914• 4 61-r 4 2'-2• 4 r-r 412" 4 A 20'-2' 4 6'-T 4 2-8' 4 2'-r' 4'-2" 4 4 211-2' 4 6'-0' 4 2'-8' A 2'-2" 4'-2" A B 5 7'-4' 6'-7' 8'-1%' 8'-8' 7'-11' W-1%' 4 2212, 4 7'-2' 4 2'-8' 4 2'-2" 4'q' 4 S 6 7-I0• 7-9- W-IA' q'-2• 8-4- 0'-1°/f 4 2112' 4 7'-T 4 I-8' A 2'-21. 4 T 6 7'-Ili' T-1' 0'-I I74' 9'-r 8'-4' 0'-1%. 4 2412' 4 7'-T 4 2'-8' 4 PIZ. 4'-2" 4 O 6 8'-4' 7V' 6'-I'A' 9'-8' 8'-T 0'-iv44- 4 2SL2' 4 8'-2' 4 2'-8' 4 2'-r 4'-2" 4 V 6 8'-1@ T-P O'-IV le-Z. T-@ @-V 4 26'-2' 4 BIT 4 21-e' 4 2'-2• AI2° 4 R 6 9'-4• 11-2• W-I%- 10'-T 9'-6' @-1%' 4 2T12' 4 9-r 4 2'-8' 4 21Y' 4'-2- 4 X 6 I41'14' 8--il' B'-116' 12'-2- 10'-@ 0IIV 4 291-2' 4 10'-2' 4 T-2' 4 2'-2" 4'-2" 4 T 7 Ii 'N' 10'-T 0'-I Y; 13 '-7' 12 '-4" - 0' 1 yt 4 29'-2' 4 IF-2' 4 T-8' 1 2'-r' 1 �" 2 A Z 7 '- @ II i I @-4' 0 '-i ' ss 19'-T I2'- " 6 0 '-1 ' V, 4 30'-2' 4 1-B° 1 ' 9 3'- ' B 9 2'- ' r 4 " 2 4 AA T i2'-4• I@-9' 14•-T 1.3'-0' 0'-151N' 4 31'-2' 4 12'-2' 4 3'-8' 4 2'-T' 4'-2" 4 Be 7 13'4' II'-T B'-I'6' 15'-T 13'-l0' B'-1'd6' 4 3r-Y A 13'-2' 4 3'-B' 1 2'-r 4'-2" CC 7 I3'-10' i2'-1' 0'-11'r 16'-1' l4'-4 0'-Ij'� 4 33'-T 4 13'-8' A 7-8' 4 2'-r 4�Y 4 DO Y 14'-4• 12•-1' 0'-I%' IT-7" IS, 0'-1%• 5 34-r 5 14'-2- 5 4'-2• 5 2'-T 5'-4" 4 EE 1 t411V I2'-3' 0'-114' la'-1' i5•-5' 0'-1�(' S 35'-2° S 14'-8' 5 4'-2' 5 2'-T 5'-4" A A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN TILE CENTRAL OFFICE SPECIFICATION WING DETAILS �� ROAD AND BRIDGE 5T/NOAIi05 2: 1 FILL SLOPE -TYPE IREVISION OATS SHEET 6 OF 8 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/12 1007.06 HC W-21 WING WALL DIMENSIONS NO W P EE NpLE9 FOOTING BAR SPACINGS J NI K2 LI L2 M NI rv2 W FI N 2 F W! F W .W W 10 WFS W F6 NF 7 LL MN AA BB CC I W NN 1 00 EE FF CG NH JJ Ka 1 6 0 1 6 1'-O I' 0' -0 -0 3@ 3 2'-6 6 6 0 I 0' 6 6 6 0 8 I'-6° 4'$' I'-6" I'-0' 1'-O' B'-0' 4•-0' 7'-@ - ] I'-6• _ _ t T'_O• I 0'_8' _ _ T 1'_0• _ _ C 1'-6° 5'b• I'-9" 1'-0. 1`<r 9'-0' 4•-@ 3'-W - 3 21fi' _ _ B 8-0' I 0'_g. _ _ B B'_0. _ _ 0 P-6° 5'-6' 2'-0• 1'0. 1'-0• 10'-0" 4'E• T-@ - 3 2'-6' - - 9 T-0' 1 0'_6• _ _ 9 91_0• _ _ E I'-6" 6'-0^ 2'-0' 1' 0. 1'-0" 11'-0" 4•-6' 3'-@ 3 2'-6' 10 D'-0• 1 018' 10 10'-0" F I'- - 6 6'-6° 2 '-O' -0 1' ' I'-D• I 4' ' i - 3' @ - 3 2-6' II II'- ' 0 I - 0' 8' - - II 111- • 0 - - G I'-6' 7'-0' 2'-3• I'-O' I'-0' 310" 13'-O" 5'-0' 3'-@ - 3 2'-6' - - 12 1210' I O'-8• - - 12 12'-O• - - H I -6 7i_6. 2 3" 1-0 I -0' q I '-0 5'-0 3 -@ _ 0 2'-6• _ _ 13 I3 �_0. 1 0 -B _ I3 13 -0 _ I I'-6° s '-0' 2 '-T 1'-O' I' -9° IS'-O" S'-6' J'-@ - 3 a-6• I 1'-0' 9 9'-0' I 8 O'-' 6 4-6' 14 14'-0' - - J 1'-6" B'-6' 2'-6^ I'-O' I'-0' Isle" 5'-8' 3'-@ - 3 2'rt• i 1'-0' 9 9'-0' I 0'-8• T 1 5']' 15 IS'-O. - - A 1'-6° 9'-0' 2'-T I'-0' P' 17•-0" 6'-0• 3'-@ - 3 2-6• 1 1'-0' 10 10'-0' 1 O'-8' 7 5'-S I6 16-@ - - L I-6 9 -6 2-T 1 b I -0 IBb 6 '-0 3'- @ - ] z '-e• 1 1'-0 I O I 0-0 I 0- 8 B u n 6 O I T I ) -0 - - M 1'-6" 10'b' 3'b' 1'-O' I'-0' 19'0" 8'-6' 3'-@ - 3 2'-e' 2 2'-@ II II'-0' I O'-B• B 6'-0" Ili IB'-0' - - 10'-6" 3-6" 1-0• 1'-,. 19'-0" 6'-6• T-@ - 3 2'rt• 2 2'-@ II 11'-0' 1 0'-8' 8 6-@' Ili IB'-0• - - 0 1'-6" 11•-0' 3'-6` 1' D 1'-O" 20'-0' 7'-0' 3'-@ 1 3 2•-s• 2 2'-@ 12 12'-0• 1 0'-8• s 610° 19 19'-0• - - P 1'-6° it's- 31T 1'-0• I'-O' 21'-0• 7'-6' 3'-0 1 3 2'-6• 3 T-@ 12 12'-0' 1 0'-8' 10 TIE' 20 20'-O^ - - 0 P-6° 12'-0" 317 1'0. 1'-0' 22'-O' 7'-6• 3'-G' 1 ] 2-e' 3 T-@ 13 IT-O' 1 0'-e- 10 7-6• 21 2i,o- - - I -6 12 -6 0 1'-O I -O' 23-@' e -0 J -6 I J 21-6 J J -@ 10 10'-0 1 0 -e 9 6 -9 22 22 -O W 0 S I'-e. 13'-0' 4'-0• 1'-0• P 24'-0' 81-8• 3'-6' 1 3 2•-6• ♦ 4•-@ 11 11'-0' 1 O'-8' 9 6'-9' 23 23'-0' B 4'-0' T I'-6" 1316• 413" 1'-0• V' 25'-0• 8'-6' 3'-6' 2 3 2'-6• 4 4'-@ 12 12'-G' 1 O'-9• 9 619' 24 2410' 8 4'-0' U 1'-W 14'-O" 413" 1'-O• 1•-O" 26'-O" 9•-0• 3•-6' 2 3 2'-6• 4 4'-@ 12 12'-0' 1 011. 9 619• 25 25'-0' 10 510• v I'-6" 1416• 1'-6• I'-0' I'-0' 21'-O• 9•E' 3'-6' 2 3 2'E• 5 9'-@ Id 10'-0' I 0'-8' I! 9'-T 26 26'-0' 10 5'-D' W P-6° 15'-0• 4'-6• I'-0' 1'-0' 28'-O' 10•-0• T-6- 2 3 2'-6• 5 5'-0 II 11--0• 1 0'-8• 13 9'-T 21 27'-0' 10 S'-0' X I'-T 15'-6• 417 1'-3ye 1'-I1/44 29Iw 11•-@ 4•-@ 2 A 3'-4• 5 5'-@ I I I l l'-0• I I OIl V 13 SIT 28 28'-O' 12 Y 2'-M 16'-O' 4'-T 1'-4• I'-1'/s' 30'-0• 12'-0• •'-@ 3 4 3-4- 6 6'-@ 10 10'-0• 2 O'-7• I7 12'-9• 29 29'-0• 10 5'-0• z 2'-0" 16•Y 5'-0' 114'/: 1' 10A' 31'-O• IY-6' 4-W ! • 3'-4• T 7'-0' 10 10'0' 2 0•-1• IT 12'-T 30 30'-0- 12 6,w AA 2'-O° 17'-O• 5'-O' 1'-4'A" 111'/� 32'-O' 1310' 4•-6' 3 4 3'-4' 7 7'-@ II II'-0' 2 O'-7' 17 12IT 31 3110' 12 6'-0" 58 21-7 IT'-6• 5'-r I�4%• I'-I'A. 33'-0• 14'-0• 4'-6' 3 • 3'-1' a 0'-0• 12 12'-0' 2 0'-71 IT 12'-9• 32 32'-0' 12 6'-0" CC r-o• 1BID- 5'-!' 114%i I' -I'/,' 34'-O' 14•-6' 4-G. 3 4 3•-4' 9 1-T 13 U'-0' 2 0'-,. 17 12'-9' 33 3310. 12 DO 2'-6' W'-6' 5'-6" 1'-41A" III%- 35'-w 15•-0• 5'-@ 4 5 4'-2" 8 8'-@ 12 12'-0' 2 O'-10" IT 12•-9' 34 3410' 16 EE 2'-6° 19,W 5,6• I'-4y• I' -lib' 36'-0° 15'-6• 5'-@ 4 5 4•-2" 9 9'-00 12 12'-0' 2 0'-IO 17 121S' 73 35'-0' Ili A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FKE N THE CENTRAL OFFICE xVooT WING DETAILS ROAD AND BRIDGE STANDARDS EEr sofa REVISiorf DATE 2: 1 FILL SLOPE -TYPE I gOJ.03 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION BCW-21 STEM BAR SPACINGS WVI WV2 WVI BV2 WV3 WVA WHI wX2 a LENGTH LENGTH WING a P O R S T U V W X Y 2 A FROM TO VARY BY FROM TO VARY BY S7ZE FROM TO VARY BY A 6 6'-0• 5 6'-3' - - - - - - I'-3" 4 4'-11' 2'-T 0'-41y 6'-Ili' 4'-8• B'-al5• A 4'-II• 2'-a. 0'-Sjb• -6' - - - - 0'-6' I'-3" 4 5'-0' 2'-9' 0'-4%2 1'-C 4'-B' 0'-4'/2 A 5'i" 2'-T• C 8 81-0' 6 71-6' - - - - 1 1'-0.. 1 1IS' 4 5'-11' 3 -0" 0'-4V 7'-10' 4' 11" 0'-4%' 4 S'-I I' 3'-2' 0'-5%" D 9 9'-0' 7 8'-51. - - - - - - 2 2'-6• 4 6'-11' T-3' 0'-4V 8'-10' 5'-2' e'-4V 4 6--II' T-T 0'-6' E 10 10'-0' 8 111 - - - - I O'-T 2 2'-6° 4 6•-11' 3'-3' 0'-4V BID- S'-Z' O'-4V" 4 6'-11- T-3' M'-5%' F II _ II' 0" q _ II' 3' _ _ I 1�3" Z 2'-6' 4 T- -5 3' 3' 0 4 9'-P - 5' 2' 0 4 9 T �5 - 3' 2' G 12 12'-W 10 12'-6' - - - - 2 1IS" 2 2'-V 4 7111' P-6' 0-4%" 9-10' T-5' 0'-4%" 4 7'-11" 3'-4' 0'5%2" H 13 13'-0' 10 12'-6' - - - - 1 1'-0.. 3 Y-T 4 8'-5' 3'-6' 1 CIA%j' 10'-4' S'-5' 0'-4'/;" 1 4 8'-V 3'-B' 0�6%- I 9 9'-0' II 13'-T 6 4'-6° - _ 2 I-6" 3 7-9 4 6-II' 3'-1' 0-4%" B-T 5'-6• 0'-4% 4 B'-II" T-10" 0L I/; J 9 91-W 12 ISIV 7 5'-3• - - 2 2'-0" 3 3'-7 4 7'-1• V-8' 0'-1'/i' 8'-I1- 5'-T 0'-4/;" 4 9'i" 3'i' 015%x K 10 10'-0° 13 16'-3• 7 513' - - I I13" 9 5'-01 9 7'-T 3'-I I' 0'-9 3'e' 9'-6' S'-10" 0'-4 7/e 9 9'-II• ]'-I I• 0'-5 /z L 10 10'-W 14 IT-6" 8 6'-0• - - 2 I'S.. 4 5'-@ 4 71-T 4'-0• 0'-4%21' 9•r 51-1 I" 0-4%21' 4 10'i' 3'-10" O-SV' M 11 I P-0" 14 17•-6- 8 BID- - - 2 2'-3• 4 SIT 4 B'-A• W-3' 0'-4%" 10'-3' 6'-2- O'-4%" 4 10'-11' 4'i' 0-5%z" N II IP-0° 14 IT -IS' B 61-01 - - 3 2'-7 4 SIT S 8'-10' 4'-9' 0'-4%" 10'-9' W-8- 0'-/%" 4 II'Ji" V-I I' O'-5'/j1 0 12 12'-0' 15 IB'-9• 8 6b• - - 2 2'-00 5 6-3- 5 9'-3• 4'-9' CIA'/," II'd' 6'-8• O'-4%2" 4 11 111' 4'-10• 015%1 P 12 12'-0' I6 20'-0• 10 7'-Se - - 2 2'-W 5 6'-S' 5 9-Y 4'-10" 0-41til" 11'-3• 6'-T D-4%" 4 12'-5" 510' 0-5%j' 0 13 13'-0- 17 21'-3' 10 7'-6- - - 3 3-O' 5 6-Y 5 SIT 4'-10" 0'-4'/j• 11`8' 6' 91 D-41/2' 4 12%11- 4•-IP 0'-5s/e- R 10 10'-0° 18 22'-6• 9 6' -T B 1'-0' 7 3'-6" 5 6'-3° 5 8'-T 5'-I' 0,-4 3/e 10'-9' T-0' 0'-4 �e 4 Il'-5" 5'-I' 0 -5 1 e /z 5 II 11 '-0" 1 8 22'-fi' 9 6'-T 8 4'-0" 3 2'-T 6 i'-6- 5 9'-3• 5'- ' I 0'-4' /; II '-2' 7'-0• 0' 4 /; 4 3'- I II' 5'-5' 0'-5 " % T 12 12'-0' 19 23'-9• 9 6'-7 8 4'-0' 3 Y-7 6 7'-6" 5 9'-T 5'-4• 0-4%" II'-T 7'-3' O'-4%° 4 14'-T 5'-7' 0-5%j' u 12 1210' 20 25'-011 9 6'-T 10 5'-0• 3 3'-T 6 716• 5 T-10' 5-4' 0-4%;" 11Is. 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B' 3 BB A 32'-5' 34'-9' 2 5 ]2'-1° 4'-4' 3'-516' 31'-5' 6'-7' Ti ' 2 5 T-5' 4•-0' 0'-3y/;' 9'-9• 6'-a' 1 @-3'/4° CC A 33'-5' 35'-9' 2 5 33'-1° 2'-6' T-4 N' 35IT AIM' 3'4ZA 2 5 T-1@ 4'-0' 0'-3%' Ili'-2- 6'-A' O'-3V4" DO 5 34'-5, 37'-8' 2 5 32'-11' 4'-II' 3'-G' 36'-3- 8'-3• 3'-6' 2 5 7'-II' 4'-6' 0'-3%;• iT-3' T-10' 0'-7'/� FE 5 35'-5• 38' T 2 5 33'-Il' 3'-1' 3'-5w 37'-3' 6--T 3'-5%- 2 5 0' 01 4'-6' O'-35j' ll'-4' 7'-1@ 0'-3 " A SPECIFICATION \VDOT REFERENCE WING DETAILS ROAD MO BRIDGE STANDARDS 2: 1 FILL SLOPE -TYPE I REVISION DATE SHEET 4 OF 8 VMOJNIA DEPARTMENT OF TRANSPORTATION 07/12 1007.04 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS BCW-21 WV3 WV4 WHI WH2 WH3 WING SIZE a I LENCTH o LENGTH SO LENGTH • EO SIZE LENGTH SIZE LENGTH FROM TO YARY BY FflOM TO VARY BY SIZE FROM I TO IVARY 811 FROM TO VARY BY FROM TO YMT BY EA B _ 4 7'-6• 2 4 S'-9• 2`6' 3'-2'/t' 2 4 6'-1• 4 B'-6' i 4 6`0' 2'-r 7`A'/! 2 I 9-1. p _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 9'-6' 2 4 T-I' 21fi- 3'-3'A' 2 4 E _ 4 1014- 2 4 9'-4' 2'-T 34yi 2 4 II ' -I, F _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 11 -6• 2 A 9'_ ' 1 2'-6" -3' ' J G 2 4 I 2'-4• 6 _ _ _ _ _ _ _ _ _ _ _ _ 4 I2'11- 2 4 T-4' Y-T 3'-1%' 2 4 13-4• N _ 4 13-6- 2 4 12'-4• V-6° 3'-PAL 2 4 1P-4' I A B'-Il' T'-J' 0'-J'/� 10' 10' 91-2' D'-J'/i 4 H-6• 2 9 12'-i• 2'-T T-4 y;' 2 4 15'-6' J 4 9'-6• T-5- 0'-3%• I I'-e' T-4' 0'-Jij' - - - 4 1516' 2 4 12'-4- 2'-6" 3'-3>h- 2 4 16'-6° K 5 911 8'-0" 013/ II'-10' 9 I O-7 , - - - 16'i' 2 16'-O' 2 3 2 I -6 L 5 I 0 i' - 8' T 0'-7$ 2 '-4" 0 '_1" 0'-3%° _ _ _ _ _ _ _ 4 17- " 6 1 4 15--S ' 2 '-T - T T/;' 2 4 6'-5' M 6 10•-1 I' 8'-T 0'-3'A• 12111' IOY' 0'-3/4' - - - - - 4 14�6' 2 4 16'-0" 2'-T 3"i/! 2 4 19'-9- N 6 11 IT III? 0'-3'/.' IT-5" II'-3' 0'-T/.- - - - - _ 4 IB'-6- 2 4 16'�' V-71 3'-4'/a' 2 4 1P-91 0 6 11'-111 T-8• 0'-3%' 1Y-11" 11'4' 0'-3%' - - - _ 4 19'-6' 2 4 19'-0" 2'-6° 3'-3%. 2 4 20'•9" P 6 IB'-T 9'-6' 0-31/4• 14�5" 11'-5' OIYA' - - - - - 4 20'-6' 2 A 15'-3- 2'-1' 3`-4'/Y' 2 4 21'-I 1' 0 7 I2111. 10'-l' 0'-3%' IS'-6• 12'-11 0'-3%' - - - - - - - 4 21'4' 2 4 1%'-0' 21S' 3�3%' 2 4 23--0' R 6 11'-@ 9'-Z' 0'-3'1A 13'-8" II'-21 0'-3y" 6 IT-S" III111 012/s• IS'-51 14'4P 0'-2'/a' 4 2Y-0' 2 4 19'-31 2'-7' 34'/,1 2 4 24'-W 5 6 12 -Z' 9'-7• 0'-3V 11'-2' II'-7' 0'-3V 6 13'-11- 12`T 0121/i 15-I1• 14-5' 0'4'/! 4 23'-6' 2 4 ar-S' Z'-7' 3-3j's' 2 4 25'-2' T 6 12-@ 10'-r 0-3'A' 14'-B" 12'-2• 0-31A• 6 14'-S" 12'-II O'-2'/i 16'i' IS'-0" O'4'Ia' 4 24'-6- 2 4 22•-T 2'-7' 3V'/i 2 4 26'-r U 7 12'-T 10'-3' 0'-3V 14'- 10' 12'-4' O'-3%" 7 14'-I I' 13'-P 0' 21/4" IT'S 1T-2' 0'-ZIA I 25'-0' 2 4 22'-T 2'-7' 3'-3%' 2 1 2T-3' V 7 13�3' T-B' 0�3'/i 15'-5" 1P-T 0�7%4° 7 IV-S' 13Lr a'-r/;' IILIS' 15'-5' 0'-Y/e` 4 261-6' 2 4 26'-W 2'-T' 3-F% 2 4 26'-31 W 7 13'-9• 10'-1• 0-3%" IS'-10' 12'-2' 0-3%• 1 IS-[ N'-0" 0'-rA' IB'-O• 16'-2' 0'-2'/a' 4 27'-6' 2 A 25•-T 2'E' 3'-3Yi 2 4 29'-S' X 7 IA`2- 10'-6• DIN/, 16'-3" 121-8' 0'-3'A' 7 16'-8" 14'-T CII I" It", 16'-7' 0'-N/A 4 28'-6' 2 4 261-0. 2'-7- 34%a' 2 4 30'i" T 7 15 3' 10'-T 0'-3%' 17'-4' 12'-1- O'-3%" 7 17`5' IT-6" 0•-r/i 1"' I/'-B' 0'-2'/,' 4 29',6' 2 4 29'-0. 2'-7' T-3i'i 2 4 31'-6° Z IS`i' 10' 8' I. O 7/4 I 12' 9' 0'-T/j I I I I5-8" 0' T/j 20'-0' I 10 0 2/s 30'i" 2 29' 3' 2 3 A 2 32 AA 7 15'-I I' _ I I' I' 0'-7 % Ili'-0' 13'-2' 0'-3 � ) 18'-5" 16'-r _ 0' rA^ 20'-6° _ Ili' 3' _ O' T/' 4 4 71'i' 2 q 39'-0. 2 '_7. _ 3' 3�' 2 q 33 '_7. 8B B I6'i' Ira' 1• 0 }/ to 17' 10• 0 A B Ili' I I" I6'-0° 0' r ' Ili 11' I' 18' I I 0' r /e 32'i' 2 29' }' 2 7 Ili 2 34 cc B I6'-I I' 12'-I' 0'-73f4' 19'-I" 14'-P 0'-7%• B 19'-5" IT'r 0'-r/i 21'-7• 1T-4' 0'4'/� 4 7T-6' 2 A 32'-9' 2'-P T-3i'4' 2 4 J5'-10" DD B IT17 12'-5' O'-31/j 19'-4" 14'-7' 0'-3'/.• 8 20^-5' Il'-5• 0'-2/e' 221-T 19'-@ 0'-2'/e' 1 N'-6' 2 2 1 7b�10" EE 6 IT'-T 12'-6' 0'-}%' 19'-6" I4'-B' 0'-3% 9 20•-I I' IT'-6' 0'-rA" 2T-1' 20'-D' D'-r/i 2 4 }T-I I' A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWNG 15 ON FILE IN THE CENTRAL OFFICE SPECIFICATION VDOT REFERENCE WING DETAILS ROAD MO BRIDGE STANDARDS 21 1 FILL SLOPE - TYPE I REVISION DATE sxla:r 6 OF B VNRGNIA DEPARTMENT OF TRANSPORTATION 07/12 1007.08 Z 00� W, Al V H W Ice No. 35791 12/09/204i z O � a U 2:w GO o Ln z O Q > z w tY w F z w w z ZONAL z z w E 0 U Q U) U Q oS 1n C7 z Z Of w w z L7 z z Q nJ Wi M Q 0 LL 0 U z 0 U 1 z 0 C) W z W W V \n V / W ^ J^ r) W W 2 !n 112066 SCALE N/A SHEET 7. 5A / /' /' ' ' // / /` / /' ' / '� �` �v 1 ❑ TH o� < A v �'� // / / Ii ❑ Project Pleasant Green- Rambling Brook Lane Culvert Crossing Plan Sheet No. Designer AML, PE Sheet 1 of 1 Rev. Date Date 3128/19 AHW Controls STATION: Stream Crossing HYDROLOGICAL DATA 100 yr. Flood plain elev. 694 Design AHW depth 14' elev. 703 Structures elev. freq. - TWelev. D.A.=2,037 acres. Design Peak flow information referenced from FEMA Flood Insurance Study #51003CV000C, Albemarle County, VA. 50-year Q=1,320 cfs,100-year Q=1,480 cfs Shoulder _ elev. 703.03 _ CL elev. 702.57 DISCHARGES USED RISK ASSESSM E ADT Skew ° Cover n Q 50 - 1,320 CFS Detours Available Length Q 100 - 1,48o CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 688.00 So= 1.54% Inv. El. 686.75 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 81 Ong. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET CULVERT TYPE & SIZE Q Q/B HW. VELOCITY COMMENTS INLET CONIT. OUTLET CONTROL Treat HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. I Smooth ELEV. (3) - 8'(h)x10'(w) Box Culverts w/ 45' wingwalls 1320 44 0.85 6.8 0.5 4.00 6.00 6.00 0.8 1.3 5.6 6.8 9.78 Inlet Controlled (+6.8') 1480 49 0.9 7.2 0.5 4.25 6.13 6.13 1 1.3 5.9 7.2 10.12 1 Inlet Controlled(+7.2') I\�, `\ _ �, ❑'i, SCOTT R. LINS O No. 591 �12/09/20 'IONLA // /� /�� // j / / j �v \ ►V �' A V A A z L� o \ 4 // 1 �' � ////� l / / / l / / � Ln //////� ��❑/i �1-- / / /� A�/�-� \ °� 00 Lr) F- r // i/ ❑ i� �/ /�� ,, \ A / / - A \ r z �/� w c9 /// �// ❑//j% / �, l V/ z w m p 06 ra Ln 06 Z a06o C9100 PROPOSED V OT STD. 45° WING WALLS Duo / �� ❑{ 9 & FOUNDATIONS WITH A o° SKEW. SEE i C7 SHEETS 5 & 5A FOR DIMENSIONS & \ 3Oo \ ` DRAINAGE DIVIDE (TYP.) / DETAILS (DESIGN L=ig' & H=g') a ❑ Op N PROPOSED (3) 8'xio' BOX CULVERTS. \ �' �, ,mot ❑ u o _ 1 - O �Oo� SEE SHEETS 5 & 5A FOR DETAILS. 6g4�1 , N O�so \ -o r 92 I Oo 1 , N (, i �` \ r \ `I -�. �' � 7oP C - _ °00 � �o O - - LU Uj J O Czz 1 N / RAMBLING BROOK LANE / , F / Z J UBLIC ' PROPOSED55 o M / o J / / PROPOSED VDOT STD. 45 WING WALLS / r &FOUNDATIONS WITH A o°SKEW. SEE ❑ N r: { / / / l ❑ ❑ U 1-� 5� SHEETS 5 & 5A FOR DIMENSIONS & \ \/ / Y / \\ DETAILS DESIGN L=i & H= 7 / I /LU ` \ SEE ��ASANT GREEN PHASE I FINAL SITE PLAN / Z \ / ° U1 FOR DESIGN INFORMATION (SDP-201q-0000) I Q LLJ EXISTING ioo' STREAM BUFFER (TYP.) LLI Q LU ✓ / A / ab A ` V % ❑r I 1 CO ❑ / / 1 / 'P� % % W LU (I f \J ❑ / BIO-FILTER PROPOSED WITH PLEASANT ❑� \ �� P - W sJ Q _ / -� z - GREEN - PHASE I FINAL SITE PLAN /� (D Avift EXISTING ioo-YEAR FLOODPLAIN PER HEC-RAS ANALYSIS aI / �� / ❑� / / 00 yCD ❑ / / \ PERFORMED BY COLLINS ENGINEERING IN APRIL 2019 (TYP.) _ ` / / /' \� - > - - - - ❑ / / s C\I po� PROPOSED aoo-YEAR FLOODPLAIN PER HEC-RAS ANALYSIS \ - _ "_� - / % LU C PERFORMED BY COLLINS ENGINEERING IN APRIL 2019 (TYP.) J 0� GRAPHIC S E \ ° // // / / w tu �! ' 0 QI ww� 00 ul Y \ ` - �r-• /� ' 1\\ \\ 1 // / / 1 40 0 20 40 90 160,112066 o0a JOB NO. h N - .E2. t incf L. - i�❑'l- - SCALE I"=40' sHEE-r No. \\ / v, / / / / ❑ / / / / / // �'/ WLU FUTURE PLEASANT GREEN PHASE II z \ / / \ / /�//// ///� i/// / �, ❑� li o zz DRAINAGE A EA TO PROPOSED CULVERT - 2,037 ACRES o 0 DESIGN PEAK FLOW INFORMATION REFERENCED FROM FEMA \ \ - - > oc v A \ \ /� / j ❑ T FLOOD INSURANCE STUDY #5zoo3CV000C, ALBEMARLE COUNTY, VA - ;' k � CL \ ❑ 1 V A A �/ j 10 YR 0=8zo CFS, 50-YR Q=s,32o CFS, ioo-YR 0=i,y8o CFS, Soo-YR 0=z,z3o CFS �� i z / - \ V l y«- z \ \ LU PROPOSED ioo-YEAR FLOODPLAIN PER HEC-RAS ANALYSIS i / n., \ \ i y owc � O ENGINEERING IN APRIL 2019 (TYP.) PERFORMED BY COLLINS E \ \ �I i // cc / / LU aN0 0 A V I'. I F rn XISTING STREAM \ \ l o CD ❑ � / / l i/j poi.--� I/�� l I � � � �' � �� :• � V V A A V 1 � A EXISTING soo' STREAM BUFFER (TYP. � � � � �A \ � �' 1 Q LU � _ A 1 i 1 y ❑` v vyi �I E ilk TING too -YEAR FLOODPLAIN PER HEC-RAS ANALYSIS ❑� PERRIVED I&COLLINS ENGINEERING IN APRIL 2019 (TYP.)� ( �- / , , �, AZ❑,yam Structure Area (Acres) Cw t° (Min.) C2 0.13 0.76 6.0 C4 0.30 0.80 6.0 C6 0.12 0.80 5.0 C8 0.12 0.80 5.0 CIO 0.10 0.78 5.0 C12 1 0.15 0.70 1 6.0 Design Year: 10 Proiect: Pleasant Green Job#: ##### Prenaredbv: AML.PE SURFACE ELEV ® --_____®®�� I I 00 1 1 � 1 1 1 e• • _---_------ ® --____-_--- 1 11 • 1 III 1 1 �� 1 1 e' • PIPE DESIGN In = 0.013 Pipe Hydrology Pipe E � V m 8' � E w 0 ° 3 m `m m m E m `o c c° x = m U m M vl c g @ E 0 m '° c 0 o m $ E o o E C 12 C O E O $ C 2 W O O LL N ~ R 61 Lu Q U U U F U d < < J t U ❑ LL ll Pipe inn: C4 - OUT C4 C2 0.30 0.80 0.24 0.240 6.00 6.35 1.52 1.52 698.70 698.49 27.7 0.013 0.0075 15 5.59 3.84 0.12 C2 C6 0.13 0.76 0.10 0,339 6.12 6.31 0.62 2.14 698.39 697.60 105.6 0.013 0,0075 15 5.59 4.21 0.42 C6 C10 0.12 0.80 0.10 0.435 6.54 6.20 0.59 2.69 697.50 696.95 73.2 0.013 0.0075 15 5.59 4.48 0.27 C10 OUT 0.10 0.78 0.08 0.513 6.81 6.12 0.48 3.14 696.85 696.00 113.3 0.013 0.0075 15 5.59 4.67 0.40 Pipe run: C12 - C10 C12 I C10 0.15 0.70 0.11 0.105 6.00 6.35 0.67 0.67 698.00 696.95 27.7 0.013 0.0354 15 12.15 5.12 0.09 Pipe inn: C8 - C6 C8 I C6 0.12 0.80 0.10 0.096 5.00 6.67 0.64 0.64 697.80 697.60 27.2 0.013 0.0075 15 5.59 2.97 0.15 DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. in. LENGTH' ft. SLOPE % INVERT IN INVERT our MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS C4 DI-313 CG6 10, 703.41 VDOTSTD. IS-1 REQ'D C3 15 27.66 0.75% 698.70 698.49 RCP3 C2 DI-38 CG6 6 703.41 VDOTSTD. IS-1 REQ'D C1 15 105.64 0.75% 1 698.39 697.60 1 RCP3 C6 DI-3C CG6 4' 702.61 VDOTSTD. IS-1 REQ'D C5 15 73.19 0.75% 697.50 696.95 RCP3 C10 DI-3B CG6 6' 702.84 VDOT STD. IS-1 REQ'D C9 15 113.33 0.75% 696.85 696.00 RCP3 C12 DI-3B CG6 6' 702.84 VDOTSTD. IS-1 REQ'D C11 15 27.69 3.54% 698.00 696.95 RCP3 C8 DI-3C CG6 4' 702.61 VDOTSTD. IS-1 REQ'D C7 15 1 27.17 1 0.75% 1 697.80 1 697.60 1 RCP3 VERTICAL GRAPHIC SCALE HORIZONTAL GRAPHIC SCALE 5 n 2.5 5 10 20 50 n 25 50 100 ( IN FEET ) t inch = 5 [1. ( IN FEET ) 1 inch = 50 fl.. 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 C N O v d tt w 5 0 N T yy a iL O 0 a O = T J O O N y N N = N U m N j C ❑ left 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0833 4.1650 5.17 right 0.07 0.80 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0833 4.1650 5.86 C6 3C 4.0 combined flow 0.4 0.08 1 0.171 1 3.92 Maximum allowable spread=7' left 1 0.05 0.80 10.0401 0.16 0.00 0.16 0.0010 1 0.0200 2.0 0.0833 4,1650 5.17 right 0.07 0.80 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0833 4.1650 5.86 C8 3C 1 4.0 combined flow 0.4 1 0.08 1 0.171 1 3.92 Maximum allowable spread=7' " 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, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 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 xi 0 \r U n 0 C O O. Z, 0 0 3 0 0 0 t 3 O 0156 N O $ Q U N m y 6 E d > U a a Q 0 2 N p _ left 1 0.05 0.80 0.040 0.26 1 0.00 0.26 0.0010 0.0200 2.0 0.0833 4.1650 6.20 right 0.07 0.80 0.056 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0833 4.1650 7.03 C6 3C 4.0 combined flow 0.6 0.11 0.237 6A2 Maximum allowable spread=7' left 1 0.05 0.80 0.040 0.26 0.00 0.26 0.0010 1 0.0200 1 2.0 0.0833 i 4,1650 6.20 right 1 0.07 1 0.80 10.0561 0.36 1 0.00 0.36 0.0010 1 0.0200 1 2.0 1 0.0833 4.1650 7.03 CB 3C 4.0 combined flow 0.6 1 0.11 1 0.237 1 5.42 Maximum allowable spread=7' ` 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 ovedand flow as well as yard inlet and roof drain drainage areas. ree 710 710 70` 705 STR:C6 TH 0� VDOT STD. DI-3C (L=4') STR:C8 PROPOSED GRADE (TYP.) TP=702.6i VDOT STD. DI-3C (L=4') INV IN: 697.6oTO C8 INV IN: 697.6o TO C2 TP=70N.1 INV OUT: 697.8oTO C6 SCOTT R. LINS7 INV OUT: 697-So TO C10 O ~~ 700 700 U No. 35791 FILL PROPOSED (3) 8'(H)xio'(W) °po 12/09/20 r4 (TYP.) CONCRETE BOX CULVERTS �SSI �Gl 89.o LF Qa 1.40%. SEE SHEETS 5 & 0NAL 5A FOR DIMENSIONS & DETAILS. 700 700 PROPOSED VDOT STD. 45°WING WALLS 6 & FOUNDATIONS WITH A 0° SKEW. SEE 95 PROPOSED V) SHEETS 5 & 5A FOR DIMENSIONS & PROPOSED VDOT STD. 45°WING WALLS GRADE (TYP.) w DETAILS (DESIGN L=ig' & H=9') & FOUNDATIONS WITH A o° SKEW. SEE 'SHEETS 5 & 5A FOR DIMENSIONS & 0 DETAILS (DESIGN L=19' & H=9') 695 695 0 690 / 690 15° RCP CULVERT COUNTERSUNK 6"-8" J ULVERT COUNTERSUNK 6"-8" 27.17 LF @o.75% rn v ¢ INV. OUT=686.75 I N V) _ EXISTING IRADE(TYP.) FILL INV. IN=688.00 \ 690 (TYP.) 690 p 685 685 0 Z W r z 0 o1 00 N m ) EXISTING GRADE (TYP.) V/ Z w z O ill O 03 0)N i4l 6 ` 0 J V ° QD � 685 685 0 a o M 1�1CD vv) do o m C1 / /9 p U) aLi 0+00 o+So 1+00 1+50 2+00 2-50 V/ ,� F 00 N cc 0 ¢ O CULVERT CROSS-SECTION > Z a LLI LU cc Z ,Z-, -0+25 0+00 0+50 = Z STR-C8 - STR-C6 g d M � N STR:Cio o v U STR:C6 11 j VDOT STD. DI-3B (L=6) O W W TP=7oz.84 VDOT STD. DI-3C (L=4') onrri o � 0- INV IN: 696.95 TO C12 TP=7o2.61 0 � Z INV IN: 697.6o TO C8 0 z INV IN: 696.95TO C6 0 g 710 [INV OUT: 696.85 TO J N U INV IN: 697.6o TO C2 of 71O m _v O O INV OUT: 697.5o TO C10 Ln F o Ip m f_~ m I Y O 1^ O rj STR:C'12 p m m� STR:Cz I z W VDOT STD. DI-3B (L=6') Q a� mQ3 VDOT STD. DI-3B (L=6') TP=7o2.84 0 � ao � TP=7o3.4i o 705 INV OUT: 698.00 TO C10 o z z INV IN: 6g8.49 TO C4 F \ N 705 r o a > > > INV OUT: 698.39 TO C6 705 ¢ oo N CD PROPOSED GRADE (TYP:) >~ z z z 1 v° N I 700 700 LO - - 700 700 z PROPOSED GRADE (TYP.) Z Q ti 6 6 15" RCP 0?95 _ 95 695 35' RCP ° 73.39 LF @0.75% 15" REP 15" RCP co15" RCP 13-3.33 LF [✓la 0.75/° _ ..i 105.64 LF Oa 0.75% 27.66 LF @ 0.75% pD 0 27.69 LF @ 3.79% N INV.=6g6.0o 4 Q FILL (TYP.) FILL I Nt �/ 690 690 690 - (TYP.) _ 690 N L_L Ln Z I W N 0 O EXISTING GRADE (TYP.) LISTING GRADE (TYP.) N O 5 I—685 68 685 685 W > U J O 00 00 tD .t V1 01 M 00 N 01 O 't 01 ill c, Ld O 01 N to N O H lD N lD It 00 W H J z V 00 0 ill n N O 6M _ N ill N cl N N M 01 01 01 0 00 O 0 00 O 00 O 0) O J J will U) O v -0+25 0+00 0+50 W U CZ -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25 STR-C12 - STR-Cio STR-C4 -OUT 0 z LU 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 .♦NN-' j 9 ur W ° �° MC O. O m .4 iv d N 0 N N y J + O .2 N _ a O U N 2 C 3 o a a 3 `m o °� c x `0 3 to 3 `m ° E O m m a x t9 r 13 " it c $ a ❑ c° - rn rn y N m _ d Ci ci o o ui in 3 rn rn ` w° .o in r%' ui i3 0' o C2 3B 6.0 0.13 0.76 0,099 0.40 0.00 0.40 0.0119 0,0200 2.0 0.0830 4.1500 4.56 0.91 3.5120 0.1463 0.1532 4.19 1.43 1.00 0.40 0.00 Maximum allowable s read=T P C4 3B 10.0 0.30 0.80 0.240 0.96 0.00 0.96 0.0119 0.0200 2.0 0.0830 4.1500 6.36 0.80 3.5120 0.1463 0,1371 6.50 1.54 1.00 0.96 0.00 Maximum allowable spread=7' C10 3B 6.0 0.10 0.78 0.078 0.31 0.00 0.31 0.0083 0.0200 2.0 0.0830 4.1500 4.46 0.92 3.5120 0.1463 0.1546 3.38 1.77 1.00 0.31 0.00 Maximum allowable s read=7' P C12 3B 6.0 0.15 0.70 0.105 0.42 0.00 0.42 0.0083 0.0200 2.0 0.0830 4.1500 4.99 0.88 3.5120 0,1463 0.1488 3.92 1 1.53 1.00 0.42 0.00 Maximum allowable spread-T 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 s FL « U V N S O '� �^.. .o '� O N W C i✓ a + _ o A ITJ N N C > rn mL' .9 ° ° in 3 c « c .9 m > 0 c m 0 c 0 c o O 3 0 N f+ N c o y m m N c N K ? s 0 m U p N x C ❑O L ❑ N .r W ail) w J E a O O °i 3 rn f w° C6 W f � ui C3 O o rr C2 3B 6.0 0.13 0.76 10.099 0.64 0.00 0.64 0.0119 0.020D 2.0 0.0830 4.1500 5.47 0.86 3.5120 0.1463 0.1458 5.29 1.13 1.00 0.64 0.00 Maximum allowable spread=7' C4 36 10.0 0.30 0.80 0.240 1.56 0.00 1.56 0.0119 0.020D 2.0 0.0830 4.1500 7.63 0.70 3.5120 0.1463 0.1224 8.53 1.17 1.00 1.56 0.00 Maximum allowable spread=7' C10 36 6.0 0.10 0.78 0.078 0.51 0.00 0.51 0.0083 0.0200 2.0 0.0830 4.1500 5.35 0.86 3.5120 0.1463 1 0.1458 1 4.30 1 1.40 1.00 1 0.51 10.001 Imaximum allowable spread=7' C12 3B 6.0 0.15 0.70 1 0.105 1 0.68 0.00 1 0.68 1 0.0083 0.0200 2.0 1 0.0830 4.1500 5.98 0.81 3.5120 0.1463 1 0.1385 1 5.02 1 1.19 1.00 1 0.68 10.001 IMaximum allowable spread=7' - for inlets draining to stormwater management facilities, where overland now to facilities is not available, 10U /o capture is required at 6.Sin/hr 0 J Q L1._ I� O NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH U OF 4' OR GREATER SHALL HAVE STEPS IN W 1� ACCORDANCE WITH STANDARD ST-1 AS FOUND IN i \ /> THE 2oo8 ROAD AND BRIDGE STANDARDS. W ® W Ul W NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN lJJ ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. LLJ LU Z (n ry NOTES: i. ALL FILL TO BE PLACED AT9S%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. �`^ W 0 CO LU ij Q J Q NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. =� CD SEE VDOT STD. DETAIL ON SHEET 4 FOR HDPE UCD U) PIPE BEDDING INFORMATION. CV Q W NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE J 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 w ru SPECIFICATIONS, SECTION 302.03G. O a to JOB NO. 112066 SCALE V: 1"=5' H:1"= o' SHEET NO. 7 VAU 730 INTERSECTION DETAIL- SCALE°=20' �:7� l ° �o o � P_ Y OO� �D D PROPOSED TERMINATION oD /l✓off n � 1 /�///y GREENWAY TRAIL & EASEMENT PLAN- SCALE°=6o' u _ ioo' APPROACH — / — TAPER D ' D v� � W O I POINT OF VDOT C� •, I / D PROPOSED TERMINATION POINTOFVDOTCG-6 / x I ROPOSED MILL & OVERLAY 1 OF EXISTING ORCHARD DRIVE TO THE CENTERLINE WHERE THE PAVEMENT IS �.- PROPOSED TO BE WIDEN, I TYPICAL. SEE SHEET 5 FOR jVDOT STD. W-i DETAIL. I I � I EXISTING ORCHARD DRIVE / Vv— I W � / W PROFILE VERTICAL GRAPH C SCALE 3.5' 5 0 25 5 10 20 HT. OF OBJECT 725 725 { IN EET 1 inch 5 IL. 720 720 .. \ 50 ° 5 50 100 200 '`Q`G� � 5� 715 ( IN EET) j 715 ➢c / / 710 710 LINE OF SIGHT 35'HT. /OF EYE 705 O GRADE 705 �S(P PROPOSED (TYP.) �O SIGN 700 I / 700 EXISTING GRADE (TYP.) 695 695 3.5' H . OF (DEJECT 6go 690 V1 N n W n LD W S r~i O Gl N N Ol N 0) M 0) Ln 0) 0) Ol n'1 O r+ 0l O O Ln vi O ut o7 N �D <D <D n n n n n n n -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 INTERSECTION SIGHT DISTANCE - RAMBLING BROOK LANE & ORCHARD DRIVE �" EXISTING / / / / / ) ( / / / / // / / / / // l '� •f s.//\/ — v A STREAM C� ATION OF FUTURE —� PLLOCEASANT GREEN PHASE II i / — / / / / — _ — EXISTING SANITARY � �/ i � � � — _ / \ � /// _ -- _ / A / SEWER, TYP. — ' / // / / / EXISTING ioo / i _ — / / / E-XISTINGioo YEAR FLOODPLAIN�ER EXISTING LIMITS OF / / STREAM BUFFER, \ \ /\ / WETLANDS,TYP. / / /� TYP. - )� I COLLINS ENGINEERING RINOAPRIL 2019, // TYP. / / / \ STEEP SLOPES, TYP. v COUNTY DEFINED MANAGED--------- _ .I PROPOSED 20' WIDE IGREENWAYTRAIL& EASEMENT i i V U J TA / COUNTY DEFINED PRESERVED STEEP SLOPES, TYP. s No. 35791 a 12/09/20 k TONAL E� V / Z Z F i J c F y ^> z 0 J L Q ~ t z � u Id. i A z CY) Cl? Cy') O N d (y) d- in C. Z Nw LL U) W J z 0 LU Q � 0 U Q z 0 Q V) C) 0 W up) z z � 0 1 Q 0 0 1--1 ~\� w / u LLJ m� '^D Z V / Q W Q (Lf^) Q V z Q Q z ^ W W W JOB NO. 112066 SCALE AS SHOWN SHEET NO. 8 1,034' OF PROPOSED RAMBLING BROOK LANE ROAD FRONTAGE. I P H AS E 21 STREETTREES REQUIRED, 21 STREETTREES PROVIDED. - STREET TREES PROPOSED ALONG PROPOSED RAMBLING BROOK LANE LATIN NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL CANOPY QP QUERCUSPHELLCIS WILLOW OAK 10-12'ht. 370 10 3700 LSR LIQUIDAMBARSTYRACIFLUA"ROTUNDILOBA" "ROTUNDILOBA"SWEETGUM 10-12'ht. 272 11 2992 TOTAL: 6692 Boo' OF EXISTING ORCHARD DRIVE ROAD FRONTAGE. 3.6 STREETTREES REQUIRED, 16 STREETTREES PROVIDED. STREET TREES PROPOSED ALONG EXISTING ORCHARD LATIN NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL CANOPY QP QUERCUS PHELLOS WILLOW OAK 10-12' ht. 370 8 2960 LSR LIQUIDAMBARSTYRACIFLUA"ROTUNDILOBA" "ROTUNDILOBA"SWEETGUM 10-12'ht. 272 8 2176 TOTAL: 3136 DOUBLE STRAND #a2 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"X2" HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO y" MIN. DEPTH MULCH SAUCER ]IP147:IghZg3:p]7 TREES UP TOy CAL. SHALL BE STAKED, TREESy 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 Tree Planting and Staking Detail Not To Scale TREES UP TO y" CAL. SHALL BE STAKED WITH 2-2" x2" HARDWOOD STAKES. TREES OF y" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE, REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYW IRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2" x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP i/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO y" MIN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale Conservation Plan Notes: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE OORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. AND PROTECTED. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED, 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. i 1 I w Zw IJ Let Wit' g3 / „ �LU 'a '\ Ul m i p EXISTING ion' / STREAM BUFFER (LniT_ \ 'OP' TREE (TYP) I \ ®0000� OlT 70 � \ 0 —EXISTING STREAM / PROPOSED TREE PROTECTION FENCING 0 'LSR' TREE Op (TYP) O00 O 0 0 PROPOSED LIMITS OF TREE CLEARIN� OO / SEE PLEASANT GREEN PHASE I FINAL SITE PLAN IFOR DESIGN INFORMATION (SDP-203.9-00009) / L1 0 PROPOSED ioo YR FLOODPLAIN PER HEC-RAS ANALYSIS COMPLETED BY COLLINS ENGINEERING IN APRIL 2019 �0 EXISTING ioo YR FLOODPLAIN PER HEC-RAS ANALYSIS OO 0 (DO COMPLETED BY COLLINS ENGINEERING IN APRIL 2019 ® 0 0 0 0 O O O 000 0 \0 (a (D n O 0 STREAM ` EXISTING ioo YR FLOODPLAIN PER HEC-RAS ANALYSIS COMPLETED BY COLLINS ENGINEERING IN APRIL 2019 O(0 (a 000 0 OO 0 OO OO O 0 OO OO O 0 r O O O 0 0 0 (D \ l PROPOSED ioo YR FLOODPLAIN PER HEC-RAS ANALYSIS U. COMPLETED BY COLLINS ENGINEERING IN APRIL 2019 j arts o�w�,ro =�0n Ion ORCHARD DRIVE ORCHARD DRIVE 1 GRAPHIC SCALE 30 0 15 30 60 (. IN FEET ) 1 inch = 30 ft. 120 h QP' TREE (TYP) � I 1992 3.38 1 I'I�4'• �11 UI ( —w—so CORRECT TRUNK ARMORING am TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 338-2 No. 35791 12/09/204 ZONAL V G\ l- z W E 0 rn Q 00 z Q LU o LU w U F- z Z J 2 W O a L LU 7 C C (N o to - Z 0 J Q o `H / > Z z L LLIcc III - 401 Ccd U) z Couo/y of Albemarle Conservrtion Plan Checklist—'fo he placed an Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) W V) I. The 1'o11owine Items shall he shown on the olmr > S7 Treasmbesaved, pint 21 Unm m of clearing (omslde ddpline of trces to be saved); 0 Location and type ofprotective fencing; 67 Grade changes requiring tree w0h; a walls; CD ON u7 Proposed trenching ortanneling beyond the limW ils of clearing. ,..I 2. lebeekiness Q W N O i1 All trees to be saved shell be market with print cr ribbon at a height clearly visible in equipment operators. LI No grading shall begin unfil the one madcing has be® inspected and opposed by a County Inspector. 1. Pre-Conatructlon Conference: X Tee preservation andproteeon memwes shall be reviceodwith the contactor mail.. 4. Equipment Operation and Storam; 41. Heavv equipment, volicular traffic and storage ofconstruction matenalsiruluding soil shall not be permitted with. the driplines of trees to be saved. L9 S. Sall Eroaipn and Stormwahr D,tenttan Devices:L/ 0 Such devices shall not advendy affect bees tote saved. � 1V�/ C`I 6. Fires: 1 _ Y7 Firm ere not permitted within 100 het ofthe dripline of bees to be saved. (� 7. Tocle Materisla: (� 13 Tome materials shall not be stared within 100 feel of the dtiphne of Uses to be saved. Q S. Protective Forest..; c1q Y7 Trees to be retained within 40 feet of a proposadbwlding orgmding acovit/ shall ba protected by fasting. L7 Fencing shall be in placeand shall be inspected and approved by a County Inspectorpr or he grading cr mrutruchou 9. Tree Wells: ' O 0 '11 When die ground level must be raised witbiv the dripline ofa tree to be saved, a troe well shall be provided and acouswebon detail submitted far appracal. N 10. Tree Walls: o C—I When the ground Level must be lowered withiv Ne dripliae a tree to be saved, a tree wall shah be provided; and a construction derail V , submitted far approver. IN O 11. hen and Tunn e: lin Ll ` V 4—I. When trenching n required within the limits of clearing, it shall bedone as, Far away from the tunics tree tr possible. Tunneling under a large tree shall be considered as an elte.ative when it is avticipatoted that gecessary trenching will destroy fceder roots. U 12. rl� W U Protective fencing shall be the last tams removed dining the final cleanup. Ld 13. Damaged Trees: Yl Dean o-easshellbetreatedimrradiatelybypmoing,fartilimtionmofhermahodsracommendadbyatraespacniist J z:% NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATIONZ L- REQUIREMENTS. ((n O J 4DATE) w U [i OW NER SIC AI'IIRE (DATE) LD CONTRnCT PURCHASER SIGNATURE (DATE) O ' Z 5(1/06 Page 1 of 1 — z <j _ v W `n ��V w z ID Q / \ LULU Cn Z � W / LLJ / / ® O % W w ILL a u=) JOB NO. 112066 S ' SCALE 11 _ 3OI _ — 1 ' \ SHEET NO. 9 Page 6H-14 Apn12015 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) NO'I'F'ls Standard 1. For long-term stationar • work more than 3 days) on divided highways havin a median wider g 3 ( Y)g than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5all even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being coved and a RIGHT SHOULDER CLOSED (W21 SaR)' sign shall be added to that side. Guidance 2. Sign spacing should be 1300-1500 for Limited Access highways For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. don: 3. The SHOULDER WORK (M 21-5) sren on an mtersec[mg roadway may be omitted where lavers emergina from that roadway will encounter another advance wanting sign prior to this activity area. 4. For short duration operations of 60 minutes or less. all signs and channelizing devices may be eliminated if a vehicle with activated hi -intensity amber rotating, flashing, or' oscillating lightsis used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or oscillating, lights. 6. Taper length (L) and channelizing device spacing shall he at the following: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 1 660 60 540 600 860 720 65 585 650 715 760 70 630 700 770 840 Minimum raper lengths for Limited Access highways shall be 1000 feet Shoulder Taper - % L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0.36 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, Gorstruction Access" 80, 120' `Spacing may be increased to this distance, but shall not exceed one access er'/, mile_ On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 611J on Page 611-5 for the posted speed limit. 8. A truck -mounted interceptor (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for Y P� P 9 8 P operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revisbn 1- 4/112015 April 2015 Stationary Operation on a Shoulder (Figure TTC-4.1) 1■� SEE NOTE 1 =i ROAD 1 1 SEE NOTE 1 aORa —.L HEAD Page 6H-15 G20-2 (V) 500' + 80' - 120' SHADOW VEHICLE REQUIRED i TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE TYPE 8ORC — SEE NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 6 SEE NOTE 2 01H11111 W21_SaR �- SEE NOTE 1 SEE NOTE 2 o" D 1R1 sinsrR W21-5bR ua SEE NOTE 2 ROAD WORK w20-1 HEAD I �\ 6H-i2 April 2015 Typical Traffic Control Late Closure on a Two -Lame Roathras• I'sing Flaggers (Figure TTC-23.1) NOTES dance: L Sign spacing distance should be 350'-?00' uhere the posted speed limit is 45 mph or less, and 500'-500' inhere the posted speed limit is greater that 4 i mph. Care should be exercised vihen establishing the limits of the work -are to insure maximrtm possible sight distance in advance of the fiagger station and transition, based on the posted speed !mutt and at least equal to or enter than due values in Table oli General speaking, motorists should have a q+ greater h clear line ofsightfrom the graphic flagger stmbol sign to the Pagger ion. 3. Where Right-of-Wav or geometric conditions prevent the use of 48" z 48" signs. 36" x 36" sigm may be used. adard: 4. nagging stations shall be located far enough in to grant PP P P advance of the works approaching g traffic to reduce speed andior stop before passing the work space and allow sufficient distance for - departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. AB flaggers shall be state certified and have their certification card in their possession when performing flagging dudes (see Section 6E.01. Qualifications for naggers). 6. Cone spacing shall be based on the posted speed and the values in Table 6H4 on Page 6H-6.' 7. A shadow vehicle with at least one high intensity- amber rotating. flashing, out oscillating light shall be parked 80'-120' in advance of the first work crew. ion: 8. A supplemental flaggef may be required in this area to give advance warning of the operation ahead by slowing approaching traffic pnor to reaching the flagger station or queued traffic. dance: 9. If the queue of tragic reaches the BE PREPARED TO STOP tTT 3-4h sign then the sipis' and if used the portable tetnporwy nanble strips iPTRS)r, should be readjusted at greater distances 10,TThen a highns on -rail crossing exists within or upstream of the transition area and it is anticipated That queues resulting from the lane closure might extend through the highwat-rafl grade crossing, the teimporan traffic control :one should be extended so that the trantsition area precedes the highwa-rail crossing (see Figure ITC-56for additional hnfonnation on highivm-rail crossings/. adard: 11. At night. flagger stations shall be illuminated, except in emergencies (see Section 6E.08). ion: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. 14. \hen approved for use. three Portable temporairv. immble PTRS)shrPs shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (R'34) sign. The portable tempos rumble snips shall be monitored and adjusted as necessary during the work shah to ensure proper placement on the roadway. When the PTRS are installed. the R111BLE STRIPS 11111MR\`1*_ (\N 20-1 26) sign shall also be utilized. 11 Posted Speed 0 - 35 mph 36 - _ m h 11 PTRS Spacing Center to Center 5 Feet S Feet f f0 W20-7 SIGN I "END ROAD WORK"\ SIGN (G20-2) ' "BE PREPARED TO STOP" SIGN (W3 4) RIGHT SHOULDER CLOSED AHEAD -SIGN (W21-5bR) f RFD I�'9C � "ONE LANE ROAD O O AHEAD" SIGN (W20-4) f ' "ROAD WORKAHEAD" SIGN (W20-1) April 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure ITC-231) A N arD9 � • NOI.LV.LS 839DVl3 G20-2 IV) 500 + 01 - 100• EE NOTE 4 80'. 120 ` SHADOW VEHICLE REQUIRED 0 I EE NOTE 4 0 0 0' - 100' 0FLAGGER STATION SEE NOTE 2 rSEE OTE 1 wzD-7 SEE _j NOTE 1 BE -in PREPARED `N34 D STOP SFF NOTE 9 NOTE 1 TEMPORARY a""niout 1 W2o-v26 RUMBLE STRIPS srnn SEE N07= 14 SEE NOTE 14 SEE AHUD (OPTIONAL) NOTE 1 VV20-4 SEE NOTE 1 VV20-1 Page 6H-53 1: Revision 1- 4f1'2015 W20-7 SIGN = �v ORc XI � 'y'9R0 Aprit 2015 Table 611-2, Taper Length (T.) Page 5HS Posted Speed Width of Offset (Feet) Limit (mph) 9 10 11 12 Remarks 5 25 9 5 105 115 2 15 L-_ Sz W/60 30 135 150 165 180 " 35 185 205 225 245 " 40 240 270 295 320 " 45 405 450 495 540 L=SW 50 450 1 500 550 600 " 55 495 550 605 660 60 540 600 660 720 " 65 585 650 715 780 70 630 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with''/aL being the minimum. Table 6111-3, Length of the Longitudinal Buffer Spacer Posted Speed Limit (mph) Distance (Feet) <20 115-120 25 155 -165' 30 200 - 210 35 250 - 260 40 305 - US' 45 360 - 380 50 425 - 445 55 500 - 530' 60 570 - (M101 65 645 - 675 70 730 - 760 L ReOdea t-4/1/2015 - F I� II I I I 3e, "BE PREPARED TO 3 STOP" SIGN (W3-4) I n "RIGHT SHOULDER CLOSED AHEAD SIGN (W21-5bR) SINGLE LANE CLOSURE ALONG ORCHARD DRIVE REQUIRED FOR MILLING & OVERLAY WHERE THE / PROPOSED ROAD CONNECTS INTO EXISTING PAVEMENT l "END ROAD WORK" SIGN (G20-2) \ MAINTENANCE OF TRAFFIC PLAN: SCALE I "=80' / 0� 0 "ONE LANE ROAD AHEAD" SIGN (W20-4) / "ROAD WORKAHEAD" SIGN (W20-1) G` ZZ O_ ® F Q t C w DO C E Ln �••� Z O J a a > t Z L W LU F LSA■■11 CD 0 �Unt ON V\ Ch N L z M cM Q � Q WN N W N o > U Q ZLUa J z _ > z U) O LL U Q L9 I oC z Z = O LL O W U Y 1--I > z H Q Q W Pei m z Ul Z w z 1� _ LU V) LU Lu (,I' J� a z 0 110 < N LL UJ U w 0 w CL.U) JOB NO. 112066 SCALE 1"=80' SHEET NO. 10