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HomeMy WebLinkAboutSUB201300179 Plan - As-built 2015-05-13CONTACT INFORMATION REFERENCES ♦BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97-159 DATED: MARCH 3, 1998 (REVISED: JULY 8, 2003) *GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID -ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 ♦ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009-001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED: AUGUST 31, 2012) *FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT- FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED: DECEMBER 14, 2012) ♦CRITICAL SLOPES SPECIAL EXCEPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 ♦ WATER PROTECTION ORDINANCE: "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 (REVISED: APRIL 10, 2013) ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE PLAN - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER. V122001 DATED: NOVEMBER 26, 2013 BENT CREEK BRIDGE PLAN: "PROPOSED BRIDGE ON BENT CREEK ROAD OVER MOORES CREEK" PREPARED BY: DANIEL R. DEAN DATED: JANUARY 27, 2015 RETAINING WALL PLAN: "ANCHOR VERTICA SEGMENTAL RETAINING WALLS - 5TH STREET STATION - ALBEMARLE COUNTY, VIRGINIA" PREPARED BY: CIRCEO GEOTECHNICAL ENGINEERING DATED: NOVEMBER 20, 2014 (REVISED: JANUARY 5, 2015) BOTTOMLESS ARCH CULVERT PLAN "SUBSTRUCTURE AND COLLAR DESIGN CALCULATIONS FOR MAP 26'X 13-1 WITH 33' COVER BOTTOMLESS CULVERT AT 5TH STREET STATION BENT CREEK PARKWAY" PREPARED BY: STRUCTURAL ENGINEERING SOLUTIONS, LLC DATED: FEBRUARY 17, 2015 (REVISED: FEBRUARY 26, 2015) GOVERNING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972-4126 UTILITIES ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. Ila .W AM] I'l r, IS] all M 9, 01 , I I ul), , r i s7rR"Fl..E r sp"r"Ap'rioN 11: "1 C 1'° 1PARKWAY TAX MAP PARCELS 076M 1 -00-00-002A0 076M1-00-00-00260 076M 1 -00-00-004A0 07700-00-00-011 E0 LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' ♦ OWNERS: NEW ERA PROPERTIES, LLC 14254 CEDAR ROAD, APARTMENT 201 CLEVELAND, OH 44121-3242 (216)624-7667 AVON HOLDINGS, LLC 1209 NORTH ORANGE STREET WILMINGTON, DE 19801 ♦APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245-4932 CONTACT: ALAN TAYLOR S.J. COLLINS ENTERPRISES 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692-8300 CONTACT: DANIELS. TUCKER PREPARED ]BDY B011LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www. BohlerEngineering. com CONTACT: DANIEL R. HINES, P.E. 'fit R AS -BUIL r, F%".,; If I i5TH STREET STA"FlON %01a1171 '1 11, SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2-3 SITE AND UTILITY PLAN 4A -C GRADING PLAN 5A -C BENT CREEK PARKWAY ROAD PROFILE 6A -C SUPER -ELEVATION TABLE 6D BENT CREEK ROAD AND SIGHT DISTANCE PROFILES 7A SIGHT DISTANCE PROFILES 7B -F EROSION AND SEDIMENT CONTROL PHASE III 8A -C LANDSCAPE PLAN 9A -C LANDSCAPE DETAILS 10 STORM PROFILES 11A -G STORM COMPUTATIONS 11H -J ARCH CULVERT COMPUTATIONS 11K ARCH CULVERT CROSS SECTIONS 11L WATERLINE PROFILES 12A -C TYPICAL ROAD SECTIONS 13A -B INTENTIONALLY OMITTED 14A -B MESA RETAINING WALL DETAILS 15 CONSTRUCTION DETAILS 16A -C ACSA WATER DETAILS 17 SIGNAGE AND STRIPING PLAN 18A -C MAINTENANCE OF TRAFFIC PLAN 19A -B REVISIONS REV DATE COMMENT BY 0 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL L1 4 10/01/14 PER COUNTY COMMENTS DRH 5 > DRH 6 03/12/15 FOR APPROVAL DRH 7 03/25/15 FOR APPROVAL DRH 8 ��G m 62;O DRH Z Wgo am ;'y_ uPO > am Im-mol001-SOS _ � 00 W ml-v1�u.a �O �w ' cnLLI ♦����♦ wo E-+ LL a z yo W O 2E z � • O �a� 2 oN �so- W >i o o zz of o w w F ¢,oma o= � z¢z coQ� o= UU y z za r°`J � V W4 =a �< W �2o ow Q O hw Q ow >O of REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/01/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 03/12/15 FOR APPROVAL DRH 7 03/25/15 FOR APPROVAL DRH 8 05/13/15 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VW 1-800-245-4848) (PA 1-800-242-1776) `VA 1-800-552-7001)(MID 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 11/26/13 SCALE: AS NOTED CAD 1. D.: SD7 PROJECT: ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION ]BENT CREEK PARKWAY LOCATION OF SIVE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohierEngineering.com NTHp; ® 'Zt U DANIEL R. HINES 'P .,0 Lic. No. 043176 10 05/13/15 05/13/15 1NNA' ` SHEET TITLE: COVER SHEET SHEET NUMBER: I --- - _ '7 ' r ----- - ' '• ' ' ' ' _ _ � ' / / l / ' / % STT _,___-_-__ -- --_ � ` \ \ \ \ \\\ \ \ `\ \ \ \ \A\-\ \\ \ \ \ \ \ \ -/ ' ,�'__'.------_.-._ ` \`\`\`` \`\ v \ `.---_--'' ------ NOTES: - ` �v[y \\ 1 \ \\ \\ \111111 l l t i 1\ 1\ \\ \ '-__-__--'' \ 1 J �' /•,, '/', /,// , ; / / ,-' `` ------------ _ ------ --- 1. GENERAL GRADING AND UTILITY PLAN NOTES ARE PROVIDED ON SHEET 2. '`•__, r, /�� / '' , ,'''/' ''/'' , , / ,l /, /''/ \` _---' ' / ,' ! r �/ j ' /' /' /'' - � -- -- --- --.-____- / - _------------ _ ' `I ` l 11 '1 1\ \ 1 , 1 j i, 1, j 1 l \ `\ `\ `\ `\ `\ \- / • / _ !� �•! I " �}� , ,' . , ,',' (`,\ / / , Q ` \ \ \ \ \ - 2. REFER TO GEOTECHNICAL REPORT REFERENCED ON THE COVER SHEET AND SHEET 2. ` ,' , ,' / , ' ' I , / / f /' / ,'' /' -♦ / 1 t 1 , +, I 1 1 1 1 1 1 -"------ _ `- �'. ---- ---- ,lv • , �� 1ti�','' �' , , \ _ _ -- _ ° _------------------------ --- __- / ,r '�.• `\ `, 11 \' 1 j I i ; 16 �` 1 \\ \1( `I 1� `\\ -`♦ v 6p • ,\-4- ---------------------- 0-1 X111 1 , 1 --- - - -------------- / MGr-M - ,' ' 1`\` \ \ \ ------------ -------- -- It Top K INT SEMEN / /,/ / C-1, - 00, rE \.1VdN// trrl`q� ' ,' ' ' / / // , ,/ , , ' / ' � 5 III) �/ ^ ' `.. `\ , . •- � _-.- + ; ; ; ;;'' SANI 286 0 14 - Y ------------- STM - " %, \�// ` `�" `.. �''//' /' i _ `♦ , / / / ///'' 'r'i ,'"" ` � __-' / 'c", ,�'' V. f '/ F_1 ` \ '\� \ \ \ \T \ \ \ 1 � / - -__ _____•-______'-__ r 1 , ,r I l l I / / r r � \fl ` '/' ' y, `. ,.' / / .. / , / / � , A � LIMITS \ `\ 1 ` \o.`o�\. \ \ \ \ `\ �-'' iST 0 O,' DISTURBANCE77) +, TW 390.00 •\„ )\ \ Q q� • , ___-- - -----_ r' • /' /' -_ . BW 390 00 _ i \ - 10 / /� . -__ 1 ` i / /' i i i f `♦ \ O , ^ �� `- • • ,, �.f / ',/ / ,' / .� , - , , � ♦ _- _ �-F�- _ �','\1V , A� 'L'y�`___ �-`-V I � f r � r � / 1 I , 1 1 1 1`, ♦ F •� �� .• ., � y I rn� 0 -_- - W N 3892290 �' ! / �...----- `,c�. ,o 1 1 \ 5 TW 386.00 ' 1 ' \ � / BW 2 \ � I 394 1 \ `\ � \ ` \ / ,,\ `\ - _-' ;I , , \ \ `♦ \ • /j \AAA + \ -- 1 ' `. a TW 396.25 �V L=394.84 P. `\ `\ \\ r CA \ I \ `\ `\ � ` 1 1 ` \` \' ' `\ `+ \1 11 1 '1 ` ♦` ` \ ----- . .06 = 3$84 4 / / // •' ' / '� ` ,/ ` TW 381.30 Y�' _ � �I \Q _� - � - ' ,. ,, ��•k ',/ / ' ,/ � / � i , I 1,• ` ,. r 6 //,i, , • t ,- ,. � c? � �.: � � - __ \,�n`V �L- 01.32\ \\ >`�\ `i` \\ �\ J' -y \ `\ \\ `` \\ `\ `, \ ',1 i \\ \ \ \--------- 4�, F 4 \ \ ✓ �� J;,0 \\I ),\,] -1-1 • + '' C/E6El!i ' DRAINAGE • ' '' / ; , '' '- r ' �Q'/L=✓.i ` ------- EASEMENT 08. 473 I r I �-/' / I I ii'.'l _ �` �- \ \ ` � _ 7W 398.00 •,\` ``� �, \ \ \ \ \\ ` ♦ \ \ ` \ \ \ \ �0P, 0 BW 377.00 \`\ ```' `` 1 \\ `\\ ice'' \ ``� \\ ``\ \`\ `\\ \•` `\EL `\ ,i''i'' ___ \\� �• \ 0' o = 04. \ \ \``` `\ \ \`'\1\ \ ` `` ` ` \ �\ \ , ` ` ` \ \\`------------- - ' E\1 \ \ \ \ \ \ \\\ . . `. Lv to O• � i ' \ ` DNS_ T \` `\ ` \\ \;\ ` ``\\ \ p ` ` `\`\` •-. - ' � i i =386 ° sJ � �11 '�(p \ Bx�, `. \`;,\`\;,\\ 4.. ` �,;,` \ �y ``\ `♦\\`\``.\`:\``�:\ _' ; � � ; I \ \ Q o, E lu g��vY i �.�, (�j�., r , y. t ,- \a� ,'\./ / V 1��---------- ------------= 7. 7 , . ,\ \ \ + 1 1 ', \ ` � � ;' "�'o ��x°° � << � ; ''' ►30'� 408 \' ;`:�`� � � ;`:�;v ' \ \\` ``. `� \ \S�r�E�o �UkFEYp L'I`INE�, ` 4, N 3892057 =407.8 ' O� ,• J � I \�. G` y ` ` ITS \ ` . ♦ ` . \ \ `\ \ `\ L-379.52 `" EL=410.80 O \ \ ` ` ` `v \ `v `\ \`♦\`\ `V `\ L=410.68 � TW 406.25 \ \ I / / r / / / / ' / r L) IT$ F j / / / f 1 \, .` BW 379.00 .a ' •� • \ `, \ \ \ JdJRBAN I E / A. 24 I I - c� ('7 C 382. \ w • A ,, „� I , , EL=411., � �,.\ ' \ `\ `\ `\ `• m 4 7- C 381.5 -------- i m - __ \ -412.4 v L- �,�" 1 •-.,, / � C 381.7 h>SfSp � i ---- ' STM c0.0.� `� `, `� �`� ���. \ `. -_=-_= i � ,,--' _ 1_1 �G 6 'p � TW 408.00 `.`: �� \ � - oROP. 11. C 382. _-'` `` r=i-HCl ------ R" -� SEL=412.65 BW 375.25 ` \ �`\ / I I 1 / I ...' - \ ` ' , , `111 \♦\, \, \ 5 /; w REVIS D WIT TM S "SRO c 381.7 • i PHASE II If V °I iK V vy C382.1 �•.,.c'�,�\rp`` -12 `/10�, \�- ` i;' ' ' •' -__ ', /` i �u/' ////„�' ,', . / ,,: - 'i/ ///„ !r ' SGT8M C38nC 1 3.18 2.1 1 / ---R-PHASE II° CMPPROP II 5 DRAINAGE n DRAINAGE EELL =441122.0EASEMENT EASEMENT ` ,\\\ .\ A, A I C,`- ; � , •G' • ' ;: �. ��, C 381.9 I � \\ � i ` �� `� ... �• ., STM I 24 CP \ o EL=4 5 LL i r� -41 ��Q ''lG R ,'',' f ;�� _' LIMITS OF /. • / (I DISTURBANCE ------------------------------------ \` \ / � 11.2 \ \ / T `\ STM \ c3 1.34 W 404.00 A' BW 370.900\:\ IAA i ' I----= , 1 � \ 00 E1 =41L=41 I.Zq ---------------------------------------------- rri C. , 40.5 `\ -------------------------------------_v, c y =109 S1M j o -411.0 R� L=410. - L=411 0. --LIMITS OF DISTURBANCEr n ,-' \ \ DISTURBANCE,,-' \ / r I W/ W -- ��------ -412 , i I % �. .Yi � rTl 1 , `♦ TM =4 .911 N W I-60 L=411 1� ,`{ , it � I � �' ---._ ----. -•.- --- ____ ----- '--- ---._ -r __~. -'"_._ --.•_ ____ _ ` i _ -____. __-_- ----. L. - - - _- -+- ,\ _ ` \ \ \`\\ �,. E 91 I GENERAL NOTE: ' \ ( \ - IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT - - - - - - - - - - - - - - - - ------------------------------------- ----- / \ o ` \ WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO I L ,'' `\ ' l I i i �, \ \ L-412.35 THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY 10 NOTIFY THE PROJECT ENGINEER OF RECORD IN "' I i ---' -' r �- I i \ \ ` EL=412.64\ WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE a I I '-------------^-------------------------, V ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN i '�i' CODES FULL CANCE WITH ONSAN ii1 i `\ 50 25 12.5 0 50 1 "= 50' REVISIONS REV DATE COMMENT J � 5/15/14 PER COUNTY COMMENTS DRH 2 LLLu s DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 �• DRH 5 Q Q 0< w DRH 6 3/12/15 FOR APPROVAL >ZO bpd Gw 3/25/15 Z�ZC�z !�-� DRH 8 O� 3w om DRH 9 U AMENDMENT 1 (REMOVE BUS LOOP) oJwgo L W 1•y w Z � o01—Qo= ml-cn�l,_a �o wW � w g� o�o�}a. az 0 z o W o� QQJ r Z�Z� O •L`/J U m> Z O� ZOJF aw d H �' 1 =U mm m0=w tnQ�UU o . .... z0,y N � o0 z z h w U W a O o xa Z v �g o w a Q U REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VW 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: 1 "=50' CAD I. D.: GP8 PROJECT: -ROAD IMPROVEMENT AMESPLA V FOR STH STREET STATION BENT CREEK PARKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com ���pLTH Op V DANIEL R. HINES 7 .p Lic. No. 043176 1/27/16 �1 �SS�4NAL'E�G� SHEET TITLE: GRADING PLAN I SHEET NUMBER: 5A '\ \ \ ^'` '-- \� \ \ \ \ \ \ `\ \ `\ ` ,\ ` \\� \ \ \ \ \ T� `�/K 1 1 1 I I 1 1 1 l 1 1 1 1 1 N \ \ \ \ \ \ (@\ 1 1 \ ` `•.` ^ `\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \♦ 1 \ \ \ , 1 .\ 1 I 1 I 11 1 , i , I I , I , , \ , , , 1 1 1 , i , 1 , \ . \ \ \ \ \ \ \ C,. I 1 1 1 I , I I , I \ , 1 , i I �1 \ }}}I���\yI \ \ `, ` \ , , \ \ \ , \ , \ \ \ I r\ I I , \ , 1 , 1 I I I , , \ i 1 , , , , + , 1 + I , 1 ., , 1 i VOTES: ` ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ Q^ 1 �V� I I , I I 1 I 1 I I I I \ , i 1 1' 1 , I 11 I , / 1 , ♦\ \ d \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ U l I I ' 1 \ ' 1 1 j j , 1 `\ \t 1 1 \ t " 1 1 , 1 1 ' 1 1 ,-. ' 1 \ I \ \\ \\ \' I \, i \ I 1 1 \ \ \ \ \ \ \ \ { \ \ ' , , I I \ \ 1 I 11 1 1 , \ 1 ,, , I , I i 1 1 ' 1 , , 1 \ 1 , 1 I I \ \ \ \ \ \ \ \ \ \ \ \ \ I I \ \ , , , _ \ 1 , 1 1 1 , , 1 1 , 1 I i 1 i 1 , / \ \ \ \ `\ \ t ' r! //` N I I \` 1\ 1 I I I I 1, 1\, 1 1 1 1 11 I I 1 I I I , I 1.. I,,, 1 1 I,\ 1. GENERAL GRADING AND UTILITY PLAN NOTES ARE PROVIDED ON SHEET 2. I I , \ \ \ \ 1 \ rl ' 1 „ l , I , \ ' , ,*"l 1 I + ' I , 1 1 , I I I % 1 1\ \ I \ I I I 1 \ \I \ I\ \ \ \ \\ \ \ \' 1 ' ,' I/ r i/` -4 ./ " I', 1 1 11 1, I I 1 , 1' ,\ 1+ I I I I 1 1 1 I I f I I I 1 1 I 1 + , i ' 1 1 \' I , \ ` , I` \ \ 1 \ , \ 1 I 1 \' 1, 1 l 1 1 1 1 1 I I I , I 1 1 , ' I I I I ' 1 1 1 1' ' 4 11 1, I 1 I I 1 I I 1 1 1 1 I / I I 1 I 1 11 1 1 ,I `\ ,\ \ \\ `I \\ \ \` \ \\ \\ / , 1 , ! • • \\ .. \ I, 1 ,i 1 ; 1 1 1 1 1 11 11 11 I 1 1 ; , I ; I I / i , ; 1 ; 1 ', 1 1 ' 2. REFER TO GEOTECHNICAL REPORT REFERENCED ON THE COVER SHEET AND SHEET 2. , I , i , I , ; ,1 I 1 ' , t I \ \ \\ \\ \\ ` \ `\ \\ \ ; ; 1 1 ;' .;. '• 1 \,' 1' ' III , I , \ , { , , 1 1 , 1 I 1 11 1 � ' , / ! 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(IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800 245-4848)(PA 1 800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) - _ -- / 4 , 2 '�^ �. ----^- `-- . `T O _ _. - --�_---'.` -- i- / '-"- -'' *b ' -'''- ''_ '' - i ^ y \ \\ \ \\ \ ` ', 'v `\ j I 1 I i Ii ,�'\� / -,- _ _ _ - ' _a, �,�, -- - - Q/ `- __ Q ---_ _ �� '_''-' ,%,,-' -' :- l ! - pQ \ b00' O 1 , 1 i 1 , / FOR _ ^ -- - ' -� . - O O O. Q,-� - - -_ -_-- \ _ CP - ' '/-- 0� _% S1 - - - - p> �' i 11 1 ill �� fid/ d v - - ` J _ r o _- _ _ - ,. b 1� _,--,..v-, -_- ,- - , . _ --^ _� _ - - __ _ _ ,� , ,� \ `, , ,111 1 ,r, � , , -2 ' � � CONR � o V c� 24+50 2 ,C `�' `- h p �� '` --- ` '`---------'- ' - - - ,, - -- _ '------ - , , i, I I,! F CTION 2 23+50 /p �� S o q1? �- -- �y� - - - - - - - - -- _-`---------- - - - - -- __ - _ __ -, R6P __-- _ - \ 1,,I;, gl � � - - RDS -/o• 2 50 �,�, � �.o:,. � � � _ � _ _ _ ' 1 i I 1 _ _ ----- STM ,b�\ "� S+� `� o'�I O, � _-_ `_ - 'ate --- -------- -__ - _ y `y.i,. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FU .ONFORMAN . WITH LOCAL REGULATIONS AND CODES. i - / / / / ! 1 , ` -- / �a , , , / / I / / / , , / . / , / / , / / / , , / , / , , II I I I / / / / / / '/ / '/' ' : / : / , , / 1 1 1 \ D o I , 1" / I/, I/,, /I// /'// '"' I '''/ ,, ""' / / //',' / / ,, W I , II I I I , , , , , / / / , , / / , , I / / / / / / '' ' , \ `----------- 9 T^ f 1 , III ; ; ; , / I / ; / / / / �� / /; �/; ,; % /, i/ / , / /''�; / , �;/;%; L ,' ,,',/' ; ' ,,' 1 1 0 I 1 I, , /// / // , , , / / ! ',, / //, /' I i \ ---1 1`Z . 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Rw- O��� o� Z� 430 ___ _ -_____ _—_ _ _ _ - - — _ _ --- -----! -- - ----- - ----- -----I ------- -- ---- — - --------— ----- - -- — - ----- -- ----- --- - - --- ------- ---- - -- - - P z --- - 0- FF " t 1; REVISIONS ------ — - -- -- -I ---------- ------- ------ --- ------ --- --- -- ---) REV DATE COMMENT BY II I.-____-------� i HIGH POINT STA = 21+3582- PVI STA = 20+75.09 1 5(15/14 PER COUNTY COMMENTS DRH I PVI ELEV - 413.73 A.D. =1.23 + i I + ' 2 6173/14 ' FOR APPROVAL DRH f 22 72 VC ( 420 I � I I i � I - --- ------ -�-- i -- j ---------- I -- ------------------�- ------ ---I--------- ---------- ----- ------ ------------I ---------T-------- 3 8/14/14 FOR APPROVAL DRH I `� I 4 10/01/14 PER COUNTY COMMENTS DRH I � 5 10/30/14 FOR APPROVAL DRH 6 03/12/15 FOR APPROVAL DRH - ---- ----- ---------------- - ---- --------- --- � - ----- -- ------ ----- ---- ----� - - --- I---- > m---- °' --------- - t--------- -- --- ------ - - �' I m d `n 7 03/25/15 FOR APPROVAL DRH I I I )I II; O RA- DE PRIi+II I -1.0j1% I 71z 8 05/13/15 FOR APPROVAL DRH 410 - --- - - - ---- - - -- --- II - - - -- ,- i � /Zl 400 II I!1 - I(I THE FOLLOW[ NG STATESREQUIR7E NOTIFICATION BY EXCAATORS, DESIGNERS, ORANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) LO POINT ELEV 383,361 STA = 11+69.15 VELEV - 383.98 I'i A 'PROVED FOR CONSTRUCTION PROJECT o.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 11/26/13KD. RVI 4J!>T E?iV=131. 7nr�iieS`A PVI 4 6/ JS _._- I 500 ( PR P.GRADE 1_1 --ti- SCALE: AS NOTED CAD 1. D,: PR7105.33'VC PROJECT:390 53.40'J! Lu LLj GRADE I -- -- IMPROVEMENTW ---ROP-98°C©4P P I (SEE GEOTECHNICAL REPORT) GT -FILL -P-- --G„ � ----- ---�- - - -- �-- FOR STH STREET STATION - PROP. 9%COMPACT GRA FILL BENT EE 380 ---------- - ------� -- -------- - ---- ---- (SEE GEOTECHNCIALF REPORT) --- ---- II� - --f---- ---- ----- --` -J- - PARKWAY LOCATION NORTH OF 1-64 BETWEEN I 5THSTREET AD 00 z z AVON STREET EXTENDED , ----- )I1 SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, ¢ z < VA ' I I Z Z ° U - > o 01 coQ! + > 0 +BOHLER 370 _._____.___-__r__ o J m LQ _.. --- -%,-.Y..1- -N�-- ENGINEERING 28 BLACKWELL PARK LANE, SHITE 20 ' I WARRENTON, VIRGINIA 20'86W 1: Phone: (540) 349-4500 Ii ('I �-Yt-°f— Fax: (540)349-0321 www.BohlerEngineering.com >NLTH 360 W � ---- ---}} -N - -- ---` -'---^ -j(,yy✓ - - -j --- xo -s ---- ! —i-..-.Y-%w---tt-. -'w" -- ---�--�r-----I' --- 2 U)r --�'"-�-- --�--III- —r ----°�-�- DANLEL R. H1NESLu LiC. No. 043176 + !J �co � > (O 00 0> IX co � >DATUMELEV 04 (% I I° �N _ Q,� 05/13/15o ' 355.00 r� NAL LO LO 0) LO 0 m Ln 00 c co o as o tO c 1` �c� r 0 N�� C14 : N_h- LO COL s ce ° > � M o I-- o Ln LO o N o � N ( t'"•. R °�X- `�_-`Y.—�3�-• '�. f---,`- �� �— a ; , �"��va`.-Y:-�'." }N " c, Lo SHEET TITLE:a, Cl*) C co co co co M (7 (7 ' C�J S� e�//�y/"-' ("� (� � �, r---r---- �OCJ ..�i- ..i BENT CREEK 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 PARKWAY ROAD PROFILE BENT CREEK PARKWAY PROFILE NOTES; SHEET NUMBER: SCALE: 1"= 50' HORIZONTAL 1=5'VERTICAL 1. REFER TO SHEETS 4A -4C FOR SITE AND UTILITY PLAN VIEWS. GENERAL NOTE: 6d ,�, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 2. REFER TO SHEETS 5A -5C FOR GRADING PLAN VIEWS. WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRIT NG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 3. REFER TO SHEET 6D FOR SUPER ELEVATION INFORMATION AND CURB ELEVATIONS. ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS N AND CODES. --- -------- - - - - - - - - - -- Ljr) LL WJaaJ zwWzwm oSqycoo'c �iZO NE O -0 F _�,;'.z � It 001-0 < FO & < < t< 0 22 P� 0 g C z Z >w o LL Lu Z CIL I I- < z Dm <z mw 0 -jo M:LU 0� co < ELL) u < cn � w I % HI HI 'H POINT ELEV = 42 30+53'.i IV] STA = 29+72.58 PVI ELEV = 422.20 (LOW POINT ELEV = 418.72 Lu K = 149.06 OW-P.OINT-&TA----3a -A PVI STA = 34+79.5� PVI ELEV = 5.,3-1------- > {Lu REVISIONS 501.73'VC AD. = 5.46416.43 K=i 17 LOW POINT ELEV = 411.03 6 cz, Lu > 457.?�7�- VC REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DR 2 6/23/14 FOR APPROVAL DRH LOW POINT STA = 23+182.94I PVI STA = 24,31.45 I N Lu v > > Lu Lu > 3 8/14/14 FOR APPROVAL DRH PVI ELEV = 410.1. > m PROP. GRADE Q0 -- PER COUNTY A.D. 1.04 256 .82' VC 1.14- 1 I / I r / j` 4 ( { ,, 4 10/01/14 COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH ir aD �2 C-4 0 > LLJ wc"4 Z/ 7 03/25/15 FOR APPROVAL DRH 1/15 FOR APPROVAL DRH co PRORGRAIDE Lu Lu z 0 z 7 7- 7 zz �Z _�/ I '– EX. GRADE PRC:I. 98% C�MPACT GEOTECHNICAL REP FILL /Z 7 THE FOLLOWING STATES REQUIRE NOTIFICATIONBY EXCAVATORS, DESIGNERS, OR ANY PERSON DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811, (WV 1 -800-245-4848) (PA 1-800-242-1776) 1-800-552-7001) 1-800-257-7777) ill (VA (MID (DE 1-800-282-8555) I. z zz-/,-��- APPROVED FO R f�i///- Z- Z- Z z /,Z t , v I CONSTRUCTION -Z /I / / / / / -Z-Z- Z- Z Z Z Z I I I: PROJECT No.: V122001 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 11/26/13 CAD I. D.: AS PR7 01 PROJECT: ROAD Z L/ 7-7' —1-7- 7' T IMPROVEMENT PLAN STH STREET Z--/- Z - STATION — BENT CREEK X" I PARKWAY EX. GRADE 4 LOCATION OF SITE ------- z PR OF' pEE 98% COMPACT FI L GEOTECHNICAL ECHINICA REPORT) V/ NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED V SCOTTSVILLE MAGISTERIAL < A ry Lu z z ALBS MARLE COUNTY VA z a_ LLI z > z z 0- Ix n. :D Lli z 0 0 I 01 0 D� 0 0 0 0 U) :D W C) -j IL :D 0 P OP. STRUCTURAL 'SPAN CMP (DESIGN PLATE ARCH BY OTHERS) BOHLER I-- c (6 2 > u- 06 z r, -j -j :D u- M 0-1 I- LU > CI -J < ry 0� n 0 1- uj > D co LL 6 z -D (0 -J CD D -4 U- c1l Q0 Z) CD LL 6 iCo -j LL LO cl� 0 CD C6 Q z z v 00 YEAR v SE=368 ENGINEERING + CO 4 + 117 LU + -It Lid + tr) z + Lf) W + 0 (0 + (D W LLJ + z 00 LIJ + z 0) c� LU + CD uj C14 LL N -j N cc c\1 Ui -j C\l Z C\l I cq m LU Lij E 28 BLACK ELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 WSE 68.43 Phone: (540) 349-4500 Fax: (540) 349-0321 wv1w.BohlerEngineering.cotn 01 F 4— DANIEL R. DINES f < X co LuX < 2: X �0 x 00 X Lu < Lic. No. 043176 05/13/15 co CD o a- `+0 > 5- C) CL 0 CL 0 T, c) a- C7) cl) +o> " m 64 C)- fl- I I M 0 > 5- 0 a, SHEET TITLE: C`c,rl -Y-,c- L0 COLO U-) LO 00 00 Lo C\j Ql) D Lp L CO( , Q3 �k) �Q "N L0 L6 C'� G Co CD C)i C6 co L6 �lr ll�l `1- 1$ �1� �1� - IN, R, 0 B) ENN T CRE=\ ct PARKWAY ROAD PROFILE 1 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36-+00 36+50 37400 37+50 NOTES : SHEET NUMBER: BENT CREEK PARKWAY PROFILE 1. REFER TO SHEETS 4A -4C FOR SITE AND UTILITY PLAN VIEWS. 6B GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT SCALE: V= 50 ' HORIZONTAL WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO T'= 5'VERTICAL 2. REFER TO SHEETS 5A -5C FOR GRADING PLAN VIEWS. THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 3. REFER TO SHEET 6D FOR SUPER ELEVATION INFORMATION AND C URB ELEVATIONS. FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 490 480 470 460 450 440 430 420 _----------- _-- ------ -- --- -- -- - - -------- PER COUNTY COMMENTS --- -- --- u- -- ------ 3 - ---- -�-- 4 10/01/14 Th V DRH �- -- w DRH 6 --i---- -r --------- -�-- 03/25/15 F� DRH 8 STM 3w 00 am DRH ua Z � Z Ool-¢ox ml-U)3:wa _o wW STM B-6 PROR GRADE U i BTM I w ® s O G ¢ F zo 6 U oN STM STM I " - 0>ZO¢a¢Q 8o+a oo—m LL0OZOZOF N ¢zzm W �m O�Oxw tp ¢0 o� o� 0 i j >cnw Z w Pip. m U I <N ® zn O Z I U Oa Q -- -- -- -- U I -�------- i Z Q u SLAB o yw � � D p o0 oo � - ---- -- ------------------- U w POP. 'p` SAFETY SLAB ( 303.70'- 18" HDPE (WCFH FUSIOJ ^0.59 JOINTS @ ° ° I 57.44' 21" @ 0:510°;° 0.45% / 15" HDPE JOINTS) I I 353.72' 2Y' HDPE (WITH FUSION JOINTS) / (' (WITH C4:7�%° 15.05% YSION —'--- ------ -------- - --- ----- ----- ---------- --- ' ---I -------- �---- STM B-5 -- _ __ -�- ------- t - - - -�- - 4.oz% -- i --I- I @�9 p ----- - --- I -'- -- r --- 7- -------�-- , _. - i _...- -- - - - - - - -- - - I 7// - - - - - / - -_-- / _-_____ - - ! - —r z __ ¢- - -1 o � AO 18 HDPE (WITH FU @ 0:92-% IJOINTSL_____ I I \ z T 7 7/ I PROP. GRADE I i 1g3g1 - - - - _ _- Furl- - - - - -- - - - '/- -- ---- ----- --------- - -------- - EX. G ADE 1 PROP. 98% COMPACT FILL 1 -} ------- -) ------- STM - -----B.os%� ---.-. -- --------- � ----- -- - ------- ---- ----i (SEE GEOTECHNICAL -- �€POR`f)-------- ---- -1 -------- - - ------- --- B 4 EX. GRADE I ' --------- - -- --_� _--------�---- �— ----� ---- I I i' 98%COt (SEE OTECH REPORT) � PACT FILL _ ICAL ----- -�---- -------------- --- ------ ------ - --- - --- -- ---- --_ _—_--- -- I --- ---- i , ------ ( �-- -( ------ ----- -- -- ----- -- --- -- STM B 3 � �F - ��� - vS�OC\ `--- i --I------- �------ - --- ------- i -- ---- � - -- - f -1---- I / PROR GRADE I --—�----. i �---- I - —�-� -- - 7.-64-/- 4%B2 B2 i ------ EX. GRADE / _ -- - --- ----- I - ----- -- --- ----- -- --- - - -- - ------- - I- -- -- - --I------ -- - ----�.. ----- --- — --- ---- --- -- - ------ --- --------- -- --- --- j -----i -- ----- --r--- I - - - ------- -- / PROP. 98% CC MPACT FILL STM / / / - f (SEE GEOTEC I REPORT) --------- NICAL ---- --- —-- I — --- -- ------ _ I -- - - -- --- — --— --- - — --- I 1- ---- -- , --- -- -- ---- -- — --- I --- --- -- --- i � 60.7HDPE (V�ITH USION JOINTS) 00 IFNI i0 "� ti" W 1 •�....- C1 P126 OOC*JI" O O I� O IIntiO v I v OCR r O O M rn o VO larn �I~ 00 Nv0M~ V' a,n C) x a m -'t i 4D rn ----------'-r- --- --- --- Lt1—�-[T7 � �_s - CD V (� I. �I �p I-'= _� m m i' T cA C7 N r LL _ 3 ^ CW .l to O CO rn ^� c V �.[l r Si GO O O + ♦-, �' CO r- CJ CYO ¢ L�� 52 lL O O + o 0 t O N C'� CD 0 m FS) f O M O� �% H W o ? Sf� - - T O el� Q - O C'J W N Q > CP LL F OOi et CD N w C9 c- CD _CD H ,1 M 6:)''. , . V 4'm sh r~ F i m 11 n� <F7 d- �I_'�t O L[I> r ~ ff> V F- m 11 oo d- �ci V tl3 V 4, F 1 'r I I c7 ao m ch LL7 o 5 V f� ` F. H T, I I v c? C:J v p c? n- c� oo CII R-. Fr �t H co-� ,�, = r.. o'J CV co V- or F- c0 o 1� M ,.r O r- a -cJ N <D a o z a of Ch a O� M 't � ap C' r- -ct z o C�7 y H O LLI CU cNv c .r �r r': o a .tZ zp I W r u7 cn a .ra z o u7 ori a .rg cn "' = Z O Z Z Z Orr PC 4. v d Z O _ Z Z rn n a..t z '>> a [e ? O > 2 Z ri �"' +o N d it O tY �> d 4' Z O > > Z Z Z ch + m N v O �> 2' - d !Z' e' J O 50 > + +> - h d' M Z Z -: d N O Q' d > + T v �' Z z N N O � Z a Z't CL Z Z Z c- n.EE--- a WR; Z Z ( I d 2' T r r-- I 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 PROPOSED STORM PROFILE e (B-10 TO B-1) SCALE: V= 50 ' HORIZONTAL V= 5' VERTICAL GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 1% FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 19+00 19+50 20+00 20+50 21+00 21+50 22+Uu 22+bu Z6+uU Za+bu Z4+UU Z4+DU NOTES: 1. PROPOSED SAFETY SLABS SHALL BE CONSTRUCTED PER THE SPECIFICATIONS AND GUIDELINES OF STANDARD DETAIL SL -1 OF THE VDOT ROAD AND BRIDGE STANDARDS. SEE SHEET 16C FOR DETAIL. 2. ALL INLETS SHALL HAVE INLET SHAPING. SEE SHEET 16C FOR DETAIL. 490 4 460 440 REVISIONS REV DATE COMMENT BY Z , O 5/15/14 PER COUNTY COMMENTS DRH 2 u- FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL Ld 4 10/01/14 Th V DRH 5 ¢¢a w DRH 6 03/12/15 FOR APPROVAL p�zwT �z. 03/25/15 F� DRH 8 02 opd 2zzzgw 0 p 3w 00 am DRH ua Z � Z Ool-¢ox ml-U)3:wa _o wW w U R w ® s O G ¢ F zo 6 U oN x z 0>ZO¢a¢Q 8o+a oo—m LL0OZOZOF N ¢zzm W �m O�Oxw tp ¢0 o� o� 0 >cnw Z w o� a� m U w <N ® zn O Z U Oa Q U I� Z Q u o yw p o0 oo � oLL U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/01/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 03/12/15 FOR APPROVAL DRH 7 03/25/15 FOR APPROVAL DRH 8 05/13/15 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 11/26113 SCALE: AS NOTED CAD LD.: PD-ABC7 PROJECT: FOR 5TH STREET STATION BENT CREEK PARKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER ENGIN EERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: 540 h ( ) 349-4500 0 Fax: (540)349-0321 www.BohlerEngineering.com -' p►LTH Q / ! L I Q DANIEL R. HINES P .o Lic. No. 043176 Ot d� 05/13/15 X11 i GN-9JONAL` SHEET TITLE: til cl�l'�. 1 PROFILES SHEET NUMBER: 11A O, RIP -RAP CALCULATIONS (Tw < 0.5 DIAMETER) OUTFALL STRUCTURE PIPE DIAMETER in. =DO DISCHARGE ft3/sec. APRON LENGTH ft. =La VELOCITY ftisec. RIPRAP CLASS STONE SIZE ft. =d50 APRON DEPTH ft. =d50*1.5"1.5 UPSTREAM APRON WIDTH ft. =3*DO DOWNSTREAM APRON WIDTH ft. =DO+La Structure No. Outlet WSE Do (in) Qo Lo Sfo (%) Hf 4 Vo Ho 81 24 12.17 20 12.66 CLASS I CLASS[ 0.50 1.1 6.00 2 2.00 14.96 60.77 122.97 - 151.40 150.69 193.81 353.72 0.76% - 0.70% 0.63% 6.94 20.57 1.64 14.32 13.62 _. _ 12.98 16.92 16.17 16.83 12.95 242.23 C1 18 25.04 20 17.20 0.50 1.1 4.50 21.50 1.42 _ 1.54 0..91 0.51 0.17 17.54 19.33 22.08 77.77 87.39 0.12 0.15 0.50 3.04 - 1.52 12.58 445.32 E1 24 31.82 20 13.02 CLASS I 0.50 1.1 6.00 22.00 218.45 B-4 445.32 21 B-5 457.20 21 0.57% 0.49% 0.19% 12.60 F1 18 15.06 20 12.76 CLASS I 0.50 0.50 1.1 4.50 21.50 Yes 488.52 CLASS I Yes 0.95 2.11 G1 18 10.77 15 10.81 1.1 4.50 16.50 12.95 5.10 B-6 471.05 21 21 18 Yes Yes Yes Yes Yes 488.62 Yes 0.33 0.60 _ H1 24 16.64 - 20 _ 14.57 CLASS I 0.50 1,1 6.00 22.00 92.22 0.70 0.44 0.79 - 0.39 0.75 0.20 1.85 1.29 2.11 483.09 484.38 486.50 487.27 487.39 490.52 Yes Yes Yes SPRING 12 1.50 10 B-8 CLASS 1 0.50 1.1 3.00 11.00 1.04% 0.54 6.39 0.16 0.30 0.09 0.42 51.71 0.48 0.57 - 1.15 0.30 0.09 0.04 1.50 0.39 0.12 0.05 0.15 0.07 1.07 0.41 - i I 1� r f ♦�}� . I, r tr 1' MI [TF�Il1111'p t � � l � t 1 f I ��''•, 1 l1 � 11� Fpr�M illiEr i1 I �e�''" I° " �qtr. �r�lii�Yn, t*' ti h It tI� � 111 If�i I � Hl hll I I t'I _ .�►Ci+`'ll'- ft',' II" M I III iil�ir.L...... !�!I I!lI.I.!t . �!l17���. 111�yj! ql) 1. I s+fit f-►,�' ..� flIpFNPtlti 1141/glllnullrrIIII Mdot" N!►frNt Illi i i81 Irl _, */ ff q IS k� !i 1� ��}i ��tlgqppil�w �I� f 1llyrlll Illr ,,.`,hIU1 , . r� �1��N�>i itN I 111 11+1: i l!iFI�Ilfii'II i�' Ifrl pNtln• cult Nil ! I tl111tfpi111tlft 1 �. �'tT' if` t. �r rF 1nllnr nm I IIIIf111t1 n 1 as , r Mi n 111 qq �IIftINI IIII �I<IIIifBill INIf1161iEa 1( f 1I11rIt1� 1 II t'�I I III . � Hill I j #1► � ,' P - j�';IIq'S�1��� � 111lIt 1�111.i i � 111 1 k I I �.i ; 1 rt N� �P'� '♦ , III 8 1 1lIf11t11t1111'H,�t1��� �� I�lf1.,' • �L �t11fil! H I 1 tl ♦ I � � IRiI awd Ut I 1 IE 1 111 ii Illf It I N I td: r1 1 f p� N ■ 1 N �� # fllll►Nt 11 1{�{1 I/N I�II/MIIt'mill! 1�IlI� ,l X,�{111 1 IjII I' tli i11If' ill•i U d ftlMld°111! 11jNEI � 1� I ulutla • ;� r � � I� �� t ji��l►"jiil�'� ..��'" . d t 1 f � Ir f /•r tff GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN � FULL CONFORMANCE WITH LQCA1 REn n ATIONS aNn COnES. _ _ � 10 YEAR H,IY L COMPUTATIONS J _ U s p2>00 3u°i a Z (� 2ZZZw=w 4 U woJgo gS H w ti ooWoQ=o W o z mI-�LLL 3w z U •����♦ H W U g� iz a� O O Q O wa r'a (T -z O ♦ =O :j " � W ozoZ>o ~aOOW �mzaz �m O_jOSw z U) < Cr T� o V Cn B E~ Z w Z� o zo € Z a� .�� > U a 8 Z ccU 3 O O cc Q ow p" 0 c z a o U w w REVISIONS REV JUNCTION LOSS Hd Ht 1.3 Ht 0.5 Ht 3.08 6.28 - 3.14 Final H 10.08 Inlet WSE 432.74 Flow Line Elev. 439.48 Inlet Shaping Yes Pre -Cast Structure Yes Yes -. Yes Yes Junction Remarks Loss Reduction rev8/OS Yes Yes Yes -_ es Structure No. Outlet WSE Do (in) Qo Lo Sfo (%) Hf 4 Vo Ho Qi Vi Qi • Vi ViA2 / 2g 4.45 HII 1.56 - Angle 88.89 K 0.69 B-2 422.66 21 14.96 60.77 122.97 - 151.40 150.69 193.81 353.72 0.76% - 0.70% 0.63% 6.94 20.57 1.64 14.32 13.62 _. _ 12.98 16.92 16.17 16.83 12.95 242.23 B-3 432.74 21 14.32 13.62 12.98 12.02 7.54 11.06 10.28 16.92 16.17 - 1.11 __ -.._.. 1.02 1.10 0.65 0.10 220.17 4.06 - 4.40 2.61 1.42 _ 1.54 0..91 0.51 0.17 17.54 19.33 22.08 77.77 87.39 0.12 0.15 0.50 3.04 - 1.52 12.58 445.32 450.63 Yes _- 0.65 3.21 2.49 - 1.60 1.25 11.89 13.84 457.20 471.05 464.58 477.43 Yes Yes 218.45 B-4 445.32 21 B-5 457.20 21 0.57% 0.49% 0.19% 12.60 16.83 12.02 _ 155.64 0.18 0.65 0.69 0.48 - 480.26 Yes 488.52 Yes Yes 0.95 2.11 - 1.06 9.21 42.99 41.98 45.60 18.81 - - - 25.83 1.47 0.48 0.63 1.20 4.42 7.54 7.14 2.14 9.73 5.57 6.39 8.79 _ 8.15 0.68 1.46 12.95 5.10 B-6 471.05 21 21 18 Yes Yes Yes Yes Yes 488.62 Yes 0.33 0.60 - 0.30 0.98 481.24 B-7 480.26 5.57 0.12 0.22 92.22 0.70 0.44 0.79 - 0.39 0.75 0.20 1.85 1.29 2.11 483.09 484.38 486.50 487.27 487.39 490.52 Yes Yes Yes Yes Yes Yes 7.54 303.70 52.00 57.44 40.00 ___ ___ 0.44% B-8 481.24 B-9 483.09 15 7.14 1.04% 0.54 6.39 0.16 0.30 0.09 0.42 51.71 0.48 0.57 - 1.15 0.30 0.09 0.04 1.50 0.39 0.12 0.05 0.15 0.07 1.07 0.41 - B-10 484.38 432.74 _ 445.32 15 15 _ 15 2.14 0.34 0.40 0.34 0.54 0.09% -o 0,00% _ ° - 0.00% 0.00% 0.01% 1.92 - 0.56 8.79 - - - - 4.87 0.06 0.02 -- 0.08 0.03 0.53 0.20 1.09 0.62 - 1.31 433.36 446.62 439.41 Yes Yes Yes - B-11 450.67 Yes - Yes Yes B-12 40.00 1.28 3.08 0.04 1.77 2.37 - 458.98 473.41 464.57 478 30 Yes 8.97 39.99 40.01 Yes Yes 0.12 0.05 0.82 0.31 2.18 2.55 0.68 1.70 2.33 5.45 3.70 - 9.73 8.97 14.56 9.31 0.12 B-13 B-14- 457.20 471.05 15 _ 1.25 0.05 15 es Yes Yes Yes Yes es _._. 0.44 0.47 0.96 B-15 B-16 C-2 C-3 C-4 480.26 483.43 15 4.42 40.05 24.24 30.75 128.15 103.66 47.36 256.00 183.91 -- 0.40% 2.64 0.56 1.95 29.71 0.37 0.31 2.88 2.57 0.01 0.02 3.18 0.76 3.04 30.99 483.43 488.60 486.00 Yes Yes Yes 484.19 0.17% 0.43% 0.38% 0.29% o 0.00% 0.59% 0.00% o 0.55 /0 0.35% 0.21% 15 2.88 79.69 49.84 18 18 0.66 0.46 0.88 1.26 419.75 425.99 Yes Yes 369.55 372.59 Yes Yes 372.59 403.57 0.82 0.34 0.68 0.18 7.03 9.31 65.45 1.35 2.73 - 7.49 Yes Yes - 1.27 0.44 6.09 30.42 4.86 1.21 13.25 80.70 204.73 7.03 403.57 403.57 410.47 412.50 18 15 30 15 6.09 6.08 13.25 6.73 0.89 6.52 410.09 72 415.23 425.90 Yes Yes Yes Yes 0 18 0.47 31.58 0.34 Yes Yes 17.14+420 0.24 0.12 C-5 17.03 6.83 D-2 D-3 1.52 0.01 - 0.76 1.26 1.44 9.48 2.24 0.35 0.02 0.18 0.43 0.46 0.16 0.69 418.78 0.70 0.25 -- 70.49 0.61 1.03 - 0.51 0.01 2.03 0.02 0.88 412.50 Yes Yes Yes Yes 0.02 0.18 1.13 0.40 0.06 0.04 1.87 0.03 412.52 416.23 Yes Yes 0.23 - 0.51 0.07 0.05 - 0.51 413.38 413.49 Yes Yes Yes 0.11 6.73 D-4 412.50 406.74 30 30.42 139.03 39.50 145.10 0.56 1.82 408 56 410.26 410.79 419.02 417.68 417.12 418.94 Yes Yes Yes 6.47 31.44 0.65 0.23 90.00 0.70 10.73 0.45 18 6.25 D-12 Yes Yes Yes 0.26 1.69 3.78 4.57 0.22 0.08 90.00 0.70 6.47 3.78 0.16 0.06 D-13 408.56 18 4.86 Yes Yes Yes Yes 0.04 0.53 D-14 410.26 15 1.21 58.62 52.00 0.04% ° 0.01 /0 0.49 Yes Yes 0.03 0.93 0.25 2.96 411.53 383.74 395.25 2.94 3.18 0.04 D-15 408.56 15 0.67 - __. E-2 366.49 24 27.78 109.09 1.51% 16.32 E-3 383.74 24 27.78 184.69 1.51% 11.26 FAA 367.41 18 15.46 15.00 2.17% 0.32 F-2 370.49 18 15.46 81.82 2.17% 6.11 F-3 379.19 18 14.47 34.20 1.90% 5.79 ---- F-4 388.15 18 14.40 40.0-0- 1.88% 2.39 _ ° F-5 392.61 15 0.94 123.44 0.02% 4.16 F-6 392.61 15 12.33 67.65 3.64% 11.39 - --- - - GAA 369.01 18 10.34 15.00 0.97% 0.15 G-2 371.59 18 10.34 28.68 0.97% 0.61 G-3 373.38 18 7.74 67.84 0.54% 0.72 _ _ °_.__. G-4 374.52 15 1.07 52.00 0.03% 4.28 G-7 374.52 18 6.34 46.00 0.36% 0.38 _ _. _ G-8 375.38 15 4.42 91.85 0.47% 1.89 H-2 362.77 24 15.94 81.68 0.50% 5.63 H-3 369.47 15 2.14 198.00 0.11% 30.53 H-4 400.22_ 15 1.14 40.01 0.03% 0.38 12.69 10.05 0.63 0.39 27.78 10.05 279.12 - 1.57 0.55 47.17 0.44 - 5.86 2.05 49.36 0.46 5.22 1.83 38.97 0.36 6.41 2.24 46.63 0.43 6.72 2.35 4.14 0.03 - 5.07 1.77 57.74 0.53 1.06 0.37 87.95 0.69 0.89 0.31 32.11 0.30 _ 0.58 0.20 58.57 0.53 0.37 0.13 78.53 0.65 1.70 0.60 39.36 0.37 0.20 0.07 90.30 0.70 17.25 1LL1.51 406.00 Yes Yes Yes 0.39 422.80 Yes Yes Yes _ Yes 2.70 5 51 2.75 3.08 370.49 372.19 _.._ ---- - 9.88 5.17 - 2.59 8.70 379.19 388.87 Yes 2.78 6.33 - 3.17 8.96 388.15 397.66 Yes _ _ , _ 0.18 4.13 - 2.07 4.46 392.61 397.34 Yes - 0.28 0.37 0.18 4.35 396.95 401.50 Yes 1.68 2.18 1.09 12.49 405.09 408.00 Yes 2.66 4.87 - 2.44 2.58 371.59 377.87 Yes 0.73 2.36 - 1.18 1.79 373.38 382.00 Yes 0.27 0.84 - 0.42 1.14 374.52 381.93 Yes - - 0.21 0.27 0.14 4.41 378.94 382.14 Yes 0.31 0.73 0.95 0.48 0.85 375.38 381.10 Yes 0.24 0.51 0.67 0.33 2.23 377.60 380.77 Yes - ----_- 0.63 2.15 - 1.07 6.70 369.47 411.68 Yes 0.14 0.34 0.44 0.22 30.75 400.22 406.65 Yes 0.05 0.06 0.03 0.41 400.63 406.65 Yes 0.43 0.55 0.28 21.30 390.78 411.00 Yes 0.17 0.68 - 0.34 0.94 401.44 412.52 Yes 3.34 5.25 - 2.62 419 405.63 410.53 Yes 0.21 0.37 0.49 0.24 0.44 406.07 413.83 Yes - _ 0.00 0.19 0.24 0.12 0.19 406.26 413.70 Yes 0.08 0.10 0.05 0.29 406.55 411.00 Yes 0.23 0.30 0.15 1.02 406.65 410.50 Yes 1.19 1.55 0.77 4.15 409.77 411.21 Yes 0.75 19.42 300.27 18.33 265.24 _-. 20.31 292.46 20.79 256.37 - 18.05 186.69 8.25 63.86 7.58 48.04 6.10 26.95 4.87 3.26 Yes Yes 13.94 19.42 18.33 _ 20.31 8.56 15.46 Yes Yes 1.47 1.31 __ 1.60 0.28 1.68 14.47 14.40 - 12.33 Yes es Yes es Yes Yes Yes Yes 20.79 - 10.60 18.05 8.25 7.37 0.44 Yes Yes 10.34 Yes Yes 1.27 0.26 _. 0.21 7.74 es es 6.34 Yes Yes Yes Yes Yes 7.58 6.10 0.22 4.42 0.67 Yes 0.14 Yes Yes Yes Yes Yes Yes 15.40 5.80 3.55 144.41 4.04 0.92 13.80 10.46 0.13 1.14 3.55 7.87 17.52 4.47 4.51 0.05 Yes Yes H-5 369.47 400.50 24 13.80 199.17 0.37% 102.83 0.59% 266.87 0.59% 21.03 0.60 10.46 6.74 0.43 0.34 1.67 0.11 0.11 21.82 92.02 80.97 0.33 17.32 0.18 17.32 136.27 167.80 9.88 2.12 0.96 0.17 0.70 0.66 - Yes Yes 24 1-5 Yes Yes Yes Yes -6 401.44 24 17.32 1.56 7.87 3.97 4.47 0.24 9.58 2.21 0.47 - 4.77 I-7 405.63 18 15 3.14 2.21 221.42 0.09% 59.50 0.12% 0.20 0.07 0.24 0.06 0.08 0.31 0.32 Yes Yes 1-8 406.07 Yes Yes Yes Yes 4.51 -- 7.69 17.52 0.08 0.23 1.19 I-9 406.26 15 0.47 13.45 0.01% 1-11 405.63 405.63 15 1.41 9.58 ° 40.08 0.05% 22.45 0.83% 0.87 Yes Yes 1-12 18 3.37 J _ U s p2>00 3u°i a Z (� 2ZZZw=w 4 U woJgo gS H w ti ooWoQ=o W o z mI-�LLL 3w z U •����♦ H W U g� iz a� O O Q O wa r'a (T -z O ♦ =O :j " � W ozoZ>o ~aOOW �mzaz �m O_jOSw z U) < Cr T� o V Cn B E~ Z w Z� o zo € Z a� .�� > U a 8 Z ccU 3 O O cc Q ow p" 0 c z a o U w w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING T R DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26113 SCALE: N/A CAD I.D.: SW8 PROJECT: ROAD IMPROVEMENT AMENDMENT 1 FOR GREET STATION BENT CREEK PARKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 2C WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www. BohlerEngineering.com CpLTH pF ' Z V DANIEL R. HINES .a Lic. No. 043176 1/27/16 SS�4NA1. I SHEET TITLE: C i�\ll'l l A M\Vd11(��\. SHEET NUMBER: III STOIRXM COMPUTATIONS From Point To Point Drain. Area Runoff Coeff. CA - Inlet Time Rainfall Intensity DRH Q Invert Elev. Length Slope Dia. n Capacity Velocity Flow Time Q / Qfull V / Vfull Vfull Remarks Incr. F Incr. FOR APPROVAL Upper Lower Incr. F DRH 8 (acres) C W 0-4 (min) (in/hr) (cfs) (cfs) (ft) (ft) (ft) ( %) (in) N (cfs) (fps) (min) (min) g � rev8/08 B-10 B-9 0.42 0.75 0.32 0.32 5.00 6.70 2.14 2.14 486.30 483.40 57.44 5.05% 15 0.012 15.77 8.79 0.11 5.11 0.14 0.68 12.85 B-9 B-8 1.66 0.45 0.75 1.07 5.11 6.67 5.00 7.14 483.30 482.80 52.00 0.96% 15 0.012 6.88 6.39 0.14 5.24 1.04 1.14 5.61 B-8 B-7 0.07 0.90 0.06 1.13 5.24 6.64 0.40 7.54 482.70 480.90 303.70 0.59% 18 0.012 8.78 5.57 0.91 6.15 0.86 1.12 4.97 B-7 B-6 - - - 1.13 6.15 6.40 - 7.54 480.90 479.30 353.72 0.45% 21 0.012 11.58 5.10 1.16 7.31 0.65 1.06 4.81 B-6 B-5 0.01 0.90 0.01 1.80 7.31 6.09 0.06 12.02 479.20 471.40 193.81 4.02% 21 0.012 34.53 12.95 0.25 7.56 0.35 0.90 14.36 U U B-5 B-4 0.08 0.90 0.07 1.95 7.56 6.03 0.42 12.98 469.80 457.70 150.69 8.03% 21 0.012 48.77 16.83 0.15 7.71 0.27 0.83 20.28 B-4 B-3 0.05 0.90 0.05 2.05 7.71 5.99 0.30 13.62 455.60 445.60 151.40 6.61% 21 0.012 44.23 16.17 0.16 7.86 0.31 0.88 18.39 B-3 B-2 0.06 0.90 0.05 2.16 7.86 5.95 0.30 14.32 443.80 434.40 122.97 7.64% 21 0.012 47.59 16.92 0.12 7.99 0.30 0.86 19.78 B-2 B-1 0.05 0.90 0.05 2.26 7.99 5.92 0.30 14.96 429.60 422.31 60.77 12.00% 21 0.012 59.61 20.57 0.05 8.03 0.25 0.83 24.78 B-11 B-2 0.05 0.90 0.05 0.05 5.00 6.70 0.34 0.34 433.30 430.90 40.00 6.00% 15 0.012 17.19 4.87 0.14 5.14 0.02 0.35 14.01 B-12 B-3 0.07 0.90 0.06 0.06 5.00 6.70 0.40 0.40 446.60 446.20 40.00 1.00% 15 0.012 7.02 3.08 0.22 5.22 0.06 0.54 5.72 B-13 B-4 0.06 0.90 0.05 0.05 5.00 6.70 0.34 0.34 458.90 455.90 39.99 7.50% 15 0.012 19.22 5.45 0.12 5.12 0.02 0.35 15.66 B-14 B-5 0.09 0.90 0.08 0.08 5.00 6.70 0.54 0.54 473.38 472.80 40.01 1.45% 15 0.012 8.45 3.70 0.18 5.18 0.06 0.54 6.88 B-16 B-15 0.85 0.50 0.43 0.43 5.00 6.70 2.88 2.88 483.99 483.00 24.24 4.08% 15 0.012 14.18 8.97 0.05 5.05 0.20 0.78 11.56 B-15 B-6 0.25 0.90 0.23 0.66 5.05 6.69 1.54 4.42 482.90 481.40 40.05 3.75% 15 0.012 13.58 9.73 0.07 5.11 0.33 0.88 11.07 C-4 C-3 - - - - - - 6.09 6.09 409.65 402.40 103.66 6.99% 18 0.012 30.18 13.25 0.13 0.13 0.20 0.78 17.08 Flow from Pond C-3 C-2 0.08 0.90 0.07 0.14 5.12 6.67 0.47 7.03 402.30 399.31 128.15 2.33% 18 0.012 17.43 9.31 0.23 5.35 0.40 0.94 9.86 C-2 C-1 0.08 0.90 0.07 0.21 5.35 6.61 0.46 7.49 371.50 369.08 30.75 7.87% 18 0.012 32.01 14.56 0.04 5.38 0.23 0.80 18.11 C-5 C-3 0.08 0.90 0.07 0.07 5.00 6.70 0.47 0.47 420.60 416.40 47.36 8.87% 15 0.012 20.90 6.83 0.12 5.12 0.02 0.40 17.03 D-3 D-2 0.07 0.75 0.05 0.05 5.00 6.70 0.34 0.34 411.75 410.75 183.91 0.54% 15 0.013 4.76 2.24 1.37 6.37 0.07 0.58 3.88 D-2 D-1 0.20 0.65 0.13 4.72 6.37 6.34 0.82 31.58 409.50 406.71 256.00 1.09% 30 0.013 42.94 9.48 0.45 6.82 0.74 1.08 8.75 D-4 D-2 11.36 0.40 4.54 4.54 5.00 6.70 30.42 30.42 410.70 410.00 139.03 0.50% 30 0.013 29.08 6.73 0.34 5.34 1.05 1.14 5.92 D-14 D-13 0.20 0.90 0.18 0.18 5.00 6.70 1.21 1.21 410.75 410.25 58.62 0.85% 15 0.013 5.97 3.78 0.26 5.26 0.20 0.78 4.87 D-13 D-12 0.85 0.65 0.55 0.73 5.26 6.63 3.65 4.86 410.00 408.00 145.10 1.38% 18 0.013 12.37 6.47 0.37 5.63 0.39 0.92 7.00 D-12 D-1 0.20 0.55 0.11 0.94 5.63 6.53 0.72 6.25 408.00 406.25 39.50 4.43% 18 0.013 22.17 10.73 0.06 5.69 0.28 0.86 12.54 D-15 D-12 0.11 0.90 0.10 0.10 5.00 6.70 0.67 0.67 411.50 411.00 52.00 0.96% 15 0.013 6.35 3.18 0.27 5.27 0.11 0.62 5.17 E-3 E-2 - - - - - 27.78 27.78 395.00 392.25 184.69 1.49% 24 0.013 27.69 10.05 0.31 0.31 1.00 1.14 8.81 Flow from Vault E-2 E-1 - - - - - - - 27.78 382.81 380.00 109.09 2.58% 24 0.013 36.43 12.69 0.14 0.14 0.76 1.09 11.60 F-5 F-4 0.18 0.80 0.14 0.14 5.00 6.70 0.94 0.94 396.77 390.80 123.44 12.98% 15 0.013 23.33 8.56 0.24 5.24 0.04 0.45 19.01 F-4 F-3 0.19 0.90 0.17 2.15 5.24 6.64 1.13 14.40 390.54 385.10 40.00 13.60% 18 0.013 38.84 20.31 0.03 5.27 0.37 0.92 21.98 F-3 F-2 0.01 0.90 0.01 2.16 5.27 6.63 0.07 14.47 384.98 381.35 34.20 10.61% 18 0.013 34.31 18.33 0.03 5.30 0.42 0.94 19.42 F-2 F -1A 0.33 0.45 0.15 2.31 5.30 6.62 0.99 15.46 376.60 366.85 81.82 11.92% 18 0.013 36.36 19.42 0.07 5.37 0.43 0.94 20.57 F -1A F-1 - - - 2.31 5.37 6.60 - 15.46 366.70 365.97 15.00 4.87% 18 0.013 23.24 13.94 0.02 5.39 0.67 1.06 13.15 F-6 F-4 4.08 0.45 1.84 1.84 5.00 6.70 12.33 12.33 404.00 392.70 67.65 16.70% 15 0.013 26.47 20.79 0.05 5.05 0.47 0.96 21.57 G-4 G-3 0.20 0.80 0.16 0.16 5.00 6.70 1.07 1.07 378.80 375.30 52.00 6.73% 15 0.013 16.80 7.37 0.12 5.12 0.06 0.54 13.69 G-3 G-2 0.05 0.90 0.05 1.16 5.35 6.61 0.33 7.74 374.10 372.80 67.84 1.92% 18 0.013 14.58 8.25 0.14 5.49 0.53 1.00 8.25 G-2 G -1A 0.09 0.90 0.08 1.55 5.58 6.55 0.52 10.34 372.20 368.60 28.68 12.55% 18 0.013 37.32 18.05 0.03 5.61 0.28 0.86 21.12 G -1A G-1 - - - 1.55 5.61 6.54 - 10.34 368.40 367.94 15.00 3.07% 18 0.013 18.44 10.60 0.02 5.63 0.56 1.02 10.44 G-6 G-5 0.37 0.80 0.30 0.30 5.00 6.70 2.01 2.01 383.70 383.00 40.00 1.75% 15 0.013 8.57 5.61 0.12 5.12 0.23 0.80 6.98 G-5 G-2 0.01 0.90 0.01 0.31 5.12 6.67 0.07 2.08 382.90 376.60 195.65 3.22% 15 0.013 11.62 7.08 0.46 5.58 0.18 0.75 9.47 G-8 G-7 0.78 0.85 0.66 0.66 5.00 6.70 4.42 4.42 377.27 376.15 91.85 1.22% 15 0.013 7.15 6.10 0.25 5.25 0.62 1.05 5.83 G-7 G-3 0.34 0.85 0.29 0.95 5.25 6.63 1.92 6.34 374.90 374.10 46.00 1.74% 18 0.013 13.89 7.58 0.10 5.35 0.46 0.96 7.86 H-4 H-3 0.20 0.85 0.17 0.17 5.00 6.70 1.14 1.14 400.60 400.30 40.01 0.75% 15 0.013 5.61 3.55 0.19 5.19 0.20 0.78 4.57 H-3 H-2 0.17 0.90 0.15 0.32 5.19 6.65 1.00 2.14 400.00 396.30 198.00 1.87% 15 0.013 8.85 5.80 0.57 5.76 0.24 0.80 7.22 H-2 H-1 - - - 2.38 5.76 6.50 - 15.94 368.40 363.32 81.68 6.22% 24 0.013 56.57 15.40 0.09 5.85 0.28 0.86 18.01 H-5 H-2 4.57 0.45 2.06 2.06 5.00 6.70 13.80 13.80 390.50 385.60 199.17 2.46% 24 0.013 35.58 10.46 0.32 5.32 0.39 0.92 11.33 1-9 1-8 0.16 0.45 0.07 0.07 5.00 6.70 0.47 0.47 406.50 406.10 13.45 2.97% 15 0.013 11.17 4.51 0.05 5.05 0.04 0.50 9.10 1-8 1-7 0.29 0.90 0.26 0.33 5.05 6.69 1.74 2.21 405.90 405.40 59.50 0.84% 15 0.013 5.94 4.47 0.22 5.27 0.37 0.92 4.84 1-7 1-6 0.23 0.60 0.14 0.47 5.27 6.63 0.93 3.14 405.20 404.10 221.42 0.50% 18 0.013 7.42 3.97 0.93 6.20 0.42 0.94 4.20 1-6 1-5 0.63 0.80 0.50 2.61 6.20 6.39 3.19 17.32 402.40 399.80 266.87 0.97% 24 0.013 22.39 7.87 0.57 6.77 0.77 1.10 7.13 1-5 1-3 - - - 2.61 6.77 6.24 - 17.32 399.60 398.90 102.83 0.68% 24 0.013 18.72 6.74 0.25 7.02 0.93 1.13 5.96 1-3 1-1 - - - 2.61 7.02 6.17 - 17.32 398.80 398.10 93.65 0.75% 30 0.013 35.62 7.13 0.22 7.24 0.49 0.98 7.26 1-1 VAULT - - - 2.61 7.24 6.11 - 17.32 398.00 397.10 22.00 1.32% 36 0.013 76.84 8.74 0.04 7.28 0.23 0.80 10.87 1-11 1-6 0.23 0.90 0.21 0.21 5.00 670 1.41 1.41 406.50 404.25 40.08 5.61% 15 0.013 15.34 7.69 0.09 5.09 0.09 0.62 12.50 1-12 1-6 3.17 0.45 1.43 1.43 5 00 6.70 9.58 9.58 409.00 406.00 22.45 13.36% 18 0.013 38.50 17.52 0.02 5.02 0.25 0.80 21.79 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BYTHE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND INLOCAL REGULATIONS AND CODES. REVISIONS REV DATE COMMENT J - 5/15/14 PER COUNTY COMMENTS DRH 2 LL S DRH T� 8/14/14 FOR APPROVAL L Oz 10/1/14 PER COUNTY COMMENTS DRH 5 o z > Uj ODa w DRH t� F-1 U FOR APPROVAL 02 (D �- 5 J Wo�wgw0 3w 3/25/15 FOR APPROVAL DRH 8 �Of'�g FOR APPROVAL W 0-4 w ti z AMENDMENT 1 (REMOVE BUS LOOP) 001-, = CIO nLL CL � �0 �o w z ...... N E~ w a v L g � W a4 r CL z } w W U 0 2a� oZOZa �a co Zoe $� H Zy- w Z m w Z m Z Q OJOxw g:j U)<W0U � wW z H zCn W � W a h W w zo U 0 z U z Z w w U �z Q Nw U ,8 RS a O c4 o m a off U U w - REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHEREIN THE STATE.. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555), APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE. AS NOTED CAD I.D.: SW8 PROJECT: ROAD IMPROVEMENT PLAN AMENDMENT I FOR- STH ST]LREET STATION SENT CREEK PAIRKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com pLTH OF O v DANIEL R. HINES y .p Lic. No. 043176 �kb-ONAL 1/27/16 `��� EAG SHEET TITLE: STOIXRXM COMPUTATIONS SHEET NUMBER: I i