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HomeMy WebLinkAboutSUB201700199 Plan - Approved Road Plan and Comps. 2019-09-25OWNERS: - o-oo-000A2 (PARCEL O PROFFERS) TMP a 6Ko 0 { FOOTHILLS CROSSING INC 3 zs EAST MAIN ST SUITE 2oz CHARLOTTESVILLE, VA229 02 ACREAGE: 8 AC ZONING: R-6 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 PRE -APPLICATION CONFERENCE: JANUARY 23, 2a12 IOTA L PROJECT AREA: L PROPOSED RO aVi z. 8 ACRES IOTA P { D ZONING: PROPOSE G S - T PROFFERS ZMA 2016-o MANAGED S TEEP SLOPES R 6 ZONING WITH i { , 5 SUBJECT TO PROFFERS) ) TOPOGRAPHY: TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE & ASSOCIATES & LOUISA AERIAL SURVEYS, JANUARY 2007. BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM RECORDED PLAT JULY 2oi6. TOPO FIELD VERIFIED FEBRUARY, 2017. DATUM: NAVD 2988 PROPOSED USE: CONNECTOR ROADWAY EXTENSION FROM WESTLAKE HILLS TO FOOTHILL CROSSING NORTH PROPERTY BOUNDARY SUBDIVISION STREETS: CURB & GUTTER UTILITIES: COUNTY WATER AND SEWER FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE PER FEMA MAP ID 51003CO235D DATED FEBRUARY 4, 2005. WPO STREAM BUFFER: THE soo' STREAM BUFFERS ARE SHOWN ON THE PROPERTY. THE PROPOSED ROADWAY CONNECTION TO THE WESTLAKE HILLS DEVELOPMENT SHALL BE LOCATED WITHIN THE soo' STREAM BUFFER AREA. WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAWFORESTAL DISTRICT: NONE LIGHTING: NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT. PHASING: THE CONNECTOR ROAD MAY BE CONSTRUCTED IN UP TO THREE PHASES. BURIAL SITES: NONE OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE CONNECTOR ROAD IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED CRITICAL SLOPES: CRITICAL SLOPE DISTURBANCE ASSOCIATED WITH THE PROPOSED ROADWAY HAS BEEN APPROVED WITH THE FOOTHILL CROSSING APPROVED PLANS, AND THE WESTLAKE HILLS APPROVED PLANS. EASEMENTS: ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. CONNECTOR ROAD PLANS WHITEHALL ALBEMARLE COUNTY, VIRGINIA k y ••ter .s 1 c 1, f {J f• r ,( t n v. �z 'l t f i z / 4 a b } k '•mil. y f „TT a.. �' :.tip - •✓• 7 4 i / , ?e 4F ?? F -y_ 1' 5 b, x i� ,u �l 1 l .< 3. :`T •i r •� Yle , P i ,i• •a� JF v_+ ✓ .N r f v. �s. 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CURB CURB & GUTTER PROPOSED PAVEMENT EARTH DITCH DRI VEWA Y CUL VERT BENCH MARK o „s CLEARING LIM17S —o - VDOT STANDARD STOP SIGN --------------- 200 --------------- EXIS77NG CONTOUR PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION ry TBC DENOTES rOP/EACK OF CURB T/B DENOTES TOP OF BOX as+ a a T SHEET LIST _ Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & GREENWAY DEDICATION 3 CONNECTOR ROAD LAYOUT PLAN 4 CONNECTOR ROAD UTILITY PLAN 5 CONNECTOR ROAD GRADING & DRAINAGE PLAN 6 ` NOTES & DETAILS Y_ 7 NOTES & DETAILS a' 3 NOTES & DETAILS 9 ROAD PROFILE 3A SIGHT DISTANCE PROFILES 10 DRAINAGE MAP 11 CONNECTOR ROAD DRAINAGE & UTILITY PROFILES 12 CONNECTOR ROAD DRAINAGE CALCULATIONS 13 CONNECTOR ROAD LANDSCAPING PLAN 14 PROFFERS 15 GREENWAY TUNNEL SPECIFICATIONS 16 TOTAL SHEETS APPROVED by the Albemarle County Community Development Department Date File j gjQ�-'xX)1�1��---- A SCOTT < COLLINSZ No. 35791 sraJvaz,��� W Z Q W E Q U cn }•- Z co 'o Ln n W i- H J LU C] YS. ;g ¢ n i O }- U H U to � n W `/il W n m mod" NN V G 2= z Eny J 8O z CC W F— � o EL Q n n ul w .••+ D< ce n � n N s W W z 0 2 W V) Z a U 0 cv W L <L O vi M v O N = N N O n n w +r F- :3Uf ¢ 6W Z o t' z s N -4, F- w 3 Z n W E C� s< G O Z O O Q a Qi J i a ¢ O z c� U W a a� O L c ~ Z U u O o cn LU o, c Cz> � � s= O U C U U O .ter O za - N = .0 0 c :3 C - I � ­-, I----------- I - --- - z I/ __ - __ __� __ - ___ - ­ - � - � __ _. __ - -1 ) - -- --- - -------- � - -_ - X �. . _____ __ — � __ - I __- - —I'LL.- _�,_-,_ _ ----- --- - . � . 1, � I I 11 11 11 �___�=� -.--. - — — __ __ _--:� .--�=-�-_—_ __-��7_ . ... k__�___ - � -:, --::� �-- __ - - --- __ lw__ _* --- - - -- -- --- 1,11111111'', .9 =-:--:-----�:---:-�--:--��----�-'- -- -- . . - __ ;�� �-- - - . .1. - - - __ __ I -.--- -3 ,I TH .- �- -, =..__-_--= - __��, __ - ) - — __ — — ,- - - ) - - __ j - 1) .1. -) EXISTIN -RAILROAD - -j _�� -:�=::: - - -- -- - I 0 1 __ - 4i- __­ - 1�__ I I.. - ,:- __� 7, _: -.. _=_-�_ _=_-=- , I - -- 'EXISTING RAILROAD` - - - i��� == , __ _31G ___ - - - - �:: - _D - - - _;1 - - - ___ __ - - -:= ­ - - - 1� I � - - - , __ - __ 1� __ .. . 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" �_ 11� '11� , . � . , ,-- " .- - 1__. *'_� , - -1� \X1, 1-1 W CROZET TRAIL AND FRAZI�R, GEORGE B OR,IANIE E 1__� __ / __ -.1 __ -,- , - - �_�, - - "__ ?__ - - - _,�� I 1�% "I " __ I I . . .. - � ,�-, -, -_ _� I- X - 11� I / X / / '/� ACREAG : 2.81 Aa' , \ ", , - _�, - - I- // � OWNER: / __ I , , <, � �,._ �, 0 _�_ ___� �;_ I z EENW F I CROZETPARK R-4 . - - "I \ 1-1, X /// __1 � '-- -, I -1 - L - I EXISTING GR �> Ay 'k i /, 1��_ N I __ - �,,� / " ", /I 1_� /11 / / I 0 0 1 - __ - __ T_ __ I I I I . I � DW43: 94=17 . - �,,,'�F_ D I M E. N, I . '5--, --,, `,��, I // // /� 0 � -, , \ __ I k z / - \� 1, .." �c �, ,� GREENWAY TRAIL \ .. ___1 _.. \ , "� __ I- �, __ �,/ / /'- - - __ - - -- I �_ AND TRAIL SYSTEM . - ,__ I "I ;�_ � I I �_ / ,�) / / !1� 0 __ U. w \ -11.1 " .. \ / I � � SAW 111;� / I \__ , INI�_' A_ \ ,�, / /,� __ __�' i PG. 262 , Z, / ,, - -�,, / ,,, / 1-11 I / \ / I � L_ I \_1 _,�� --- __ - __ N, ,_� / // D.B. 4769; � "I // ( k I I a � . � . I __ __ - 1i . I I I - --,/'�,, - __ / // - - - ---, .--- ��. ,,� " - _: \ N 1��_ - -_ - -_ :t_ ­4�1 - '11� i <� \_1 �, - Al .� / `_ _� , . _�, \V .__ / - - ,--:-- __� / I I "- NJ, I I (n 11� .;�_� - - __ _� .11 , 1____;�_,� '/1' . I /1, C I , -, _zz -;:;: -::. - ", -7e I �, - - - - - . - -1 .- - __ - _� �74­ -.,- /' / I ".1 / U 43) < /---� __,�\ 1-1 1�1 � - - 111;� , ,� 1�_ - - _1 I ,> "I I I -­,� I I / E - - , 1, NOTES: I \\ .. . 11 . . . - __ I',' , ­gm,-3".ai�,&i�7, 11 I' � ), -- . - '1� \11N - � / "",,I 1 :3 A, �,,�,�*.,\::�:�,���:;;::::;:;::,:�:; -.11.1111- � 1. � (L) / / \ . Z...* ��., e_1 �_ \ `\ / / I-V 17-. 0 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED �- ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4,2005. 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE AND LOUISAAERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS / BEEN FIELD VERIFIED IN MAY 2017. 'l-S _0.;I�___ / / , __� I/ _0 _,___'� I" '__1 - �rm_Rll 7�1 \- % / I �\ , - ­1 % , 'k w - � . .� __ I e,� b I - I , �, ,r r-n tu k --I\-- . . . X \ %, - K's �, .I- � -0 1�1 11 -X \'% .11 �\W, LU Q) A ___� , V �X \\,\ ___ � 1­1 `� <__;e, Coe = 41 . . . . . . . , , "' - — - — ------ - — (A -0 __r . . . - --­� X-4-4. ,-q'----'..7 t., \ , 0 .. . I . . . . .- _......... .... — \ \ <\ � . 0 " �_____ MP: 04800 1 . ... _�17 , A N ""' / - _- - -A \\\ - - ­ \ _\ . ­_ I X - - - . / ��/, \ JOB NO. 0) '.. - -, -, 111. ,,,, � 1 ,,; - 1�'�.�',�� ��, -/-,, A I - / , \ 1_% OWNER: HEVENI FWKVM I - . _... - - .\ . I 11,,,�.', ,M � , \ I . I ACREAGE: 14.94 AQ \ ... 1­1 - , /r �, -- -- --- — I � 0 ZONING: R-6 : __ =901�.'.-.� ,— __ I / \ "I / \ I __ "_ �'. — , \ -, �7 1 �\ DBfPG,. 6IM10 - I / , ,N\ /-, I ,-- - 11_,� , __ -, \ \ 1�1 _A, \—X1 _� I 11 . _V . — rz . ,,- -- � 1-1 wp�-- , 056HO-00-00-00� � \\"� 0 � '- 400 a ./I ^ I . ­ Mqm!=13. - - LIC42-r \ / - \ -,,;� \ - N-\' �., 0%^Ll= 3. NO PRESERVED STEEP SLOPES ARE LOCA I tU UN I HE PROPER I T. THE MANAGED STEEP SLOPES ARE LABELED. � / 4. 100'WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN I HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE / I ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. Classification NEn. surface Min. -, Design requirements I ignment Class B - type Earth, mulch ' enoughto 20% maximum I primitive or stone dust mark the grade (this is a nature trait location * minimum impad . I . nature trail) CHORDBEARING CHORDIDISTANCE LINE RADIUS ­ LINE LENGTH - C1 N08'42'07"W 208.55' 570.79 208.56' C2 NIO'25'22"E 469.14' 469.5 491.24' C3 I 1447-20-56"E 1 27.57' 1 87.5 1 14.34' _ � I - , .. . _1_/ I co ; zw __ — -t- __ . .,�z -:::�- z---- - - - — , I V - - - = C \ =w­ PROiai-_ - - - - .. — xsti ( 0 0 -- -- __ .�� .- lAk-E 1414L��PH. \ , 1.� \ I 1 4051 1 _:-::_ __ — - _L: Z� ", ::" — .- - � , \ � - - - - ­_ - . M IDWPG; - I I — __ - - \\\ \ — \ " ��% " \­� �_ .� I 111-­� - __ - — — �� ,� -\ , . I.- F_ , ,N�, \, I .. - � , 11 I - - �;__ 7:�M - �_ "I' , ��, _" r SHEET NO. I EXISTING PORTION .- - I STEEP SLOPE IMPACTS APPR Vtb' 11.1- - , �\� \ 1. I ,� ��, w I EXISTING STREAM E __:_ I , I _- -,,\- - . .. ­f w I I � I I . � 0 - - __ \ - - _; ___ ­ I ----- �­ * , - \ /* %.1 I's OF EASTERN AVENUN , WITH WESTLAKE HILLS PLANS - - �, , 2 __1 1-1 I- 6�1 ?! WTEMPORARYGRMING T_.. - __ __ i=�-:::;-­---::--j--" ��- -:-- , I �, \ �\ �,___"������ _/ , y. b Il J x. y f l !r S H •r F i • ,. Imo.. t 5 . r t• . a- Y J `}y r 1 J / / C a i e r` t a { .o 1 Ob 3 SCOT R. COLLIV S� . ,•1 'off.'. •�. 7 Y`A ff F -� dye• ` 0 No 35791 4. 1 1 h�y / ♦Q 'i 1 _ L Y l L y / •3 � G S "s. I E � �JJ L N'A .% r: •i- w q w y�p µ Ld i .i . G' S z ti a' r. z O / dJ r GGpp t • ir' 0 l , f: t O` J r-.. •7 ♦ •; y , �r- ' f"J EN CON STRUCTION CTI N AT PROPERTY RTY 1-114E- 0 s ,. 1 ELEV { STA Y6' �\' / 5 -�. 39 9 •77: 3 c.� 4 / F % k a ;r All to JJ J 'A i d / r S "+, _ 3 c 0 y •'-L N � f •1 . \ 3 S• 4 d . \'\ i w t w V•, y4 `d 1 •\ • d 4 _ ••a d z r •\ se / C d +• Uj rn S 4 :\ t t .r 1 r� x i a. yy t \ 'A • L I } f r a r �5 "•�� 44 Ar-- r- b Y' r� GRADINGDRAINA E NOTES: � : � x & to ,' a �.. ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE YDOT MAINTAINED EXCEPT FOR THE STORM SEWER •_ •':••:.:• .:";:: ; : • .., '• '._ .,•'..•� z � o s ..: f.' • : ; • :: • , « : ..L. J_ . •/' ' • . ' .. ' •• .%'' . ' • , ,f /�• w to F FROM VD T .•- ••.•\ �. \ • •�.' • � �n NOT CONVEYING RUNOFF R O h. D WITHIN THE PRIVATE ALLEYWAYSANDTHESTORMSEWER.%•:•'� :� Alignment: nt:EAST'ERNCONNECTORROA o 9 MAINTAINED ROADS. THE PRIVATELY MAINTAINED STORM SEWER LOCATED WITHIN PRIVATE ,- '--..,- � � " •�,,, ' �,= /� o ,. ' / :� • / Tangent Data o w a 9 z w . z � aJ y J U r' F- 7 D O STRUCTURES 8B & �"' r s S LIMITED T UC ORES 8A ::•�!' EASEMENT IS LIM S � o 3 34• . / y t 3 �a O 0 / Eastin z / -._, ' `• 'on PT S - io Northin � .. � ° � � .�' .:' •: �, � . ..• ., Descrl tI Lat n � J o p HALL BE o EWER LOCATED OUTSIDETHE LIMITS OFTHE PUBLIC RIGHT-OF-WAYS \ •:- " � •D`f A.'` 2. AI_L PUBLIC VDOT STORM S OC_ ' \ Q � J •` Q z t ✓ ' •Ti` / C] U} 3 + z 1 .6 6 1 O 2 _ 6. o 1 b. O. { _ Start• PUBLIC D EASEMENT. 47 9 z P I DRAINAGE N •'.%',,.' 9 3 MINIMUM a U C RAI A 7 97• 3 3• ENCOMPA SSED '-BEM 5 � U Z w F i� Z '`�, w n N N THIS HE MANAGED STEEP SLOPES WILL BE FI \� :::"• •: • •::"•'•::' • . • . / \''; a MANAGED STEEP SLOPES ARE SHOW O S PLAN. THE � .,,,.. �. .%9 J'. ,'r,.• :' -,�. .. .c ''`��, End: a4+36.46o z3731.917 147so.976 � w � Cr y SURVEYED PRIOR TO THE FINAL SITE PLAN APPROVAL. �' ,�! .. • . • . \ i • 9 0 ¢ 5- ¢ S • « ,. •,� . , .... • .. ,.. , \•:'. �, �,:.::':'. �•'::•• •.::� y r �,%.. ` y ' � y , « ,, .••' _. _ h-'' �:� . :.�- . • APPROVtl3 &UNDER ''r ,r�,,•f� Tan ent Data � z :s HALL MAINTENANCE GROUND COVER FOR - d ' « . y :\ T g z "' ¢ 8 0 s • 4. AI_LPROPOSEDSLOPESSTEEPERTHAN3 S HAVE / J y �•.;:•:•,•:::.::.:::...�•. •::•.::••;•.:.::-'.: /,�'°_�' _ �••� -___-- � � � � � z a ;•.4... \ - ` C� .' CONSTRICTION ter o ¢ z a STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR - - ._�.. ,.r' h h ;:\ .� ..,. �• •.. �, r-r' �:, � � j f` Parame Value Parameter Value STERN AVENUE 1 0 5. M a STABILIZATION & SHALL HAVE AGROUND COVER SELECTED FROM TABLE 3.37C OF THE VESCH. J`Jy'y'y*'J`. /�J"r`.�` ~ _ '" >ti _`S'CD. UD-4 Length: 638.954 Course: N 01 4 5 LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THEALLEYS AND ROADWAYS, AND IS NOT •:: \ti S y `y .r REQCIIRI D , ' Tangent Data o; oe (n } z :,1 CHANNELED ON THE LOTS. ...._._ _ - - \• .: • .e.; • : • ° .�`� r �f- Uj ON EASTERtd, ,.,, a R w ti 6. CONTRACTOR SHALL INSTALL HANDRAILS ON OR ADJACENT TO, THE PROPOSED RETAINING WALLS. •:'i y .yam ?yydyy : •!, / ". AVE. '.\ 'gyp ` Description PT Station Northing Fasting 0 � a L o + HANDRAILS SHALL MEET MINIMUM COUNTY & STATE REQUIREMENTS. ;4 f y .. ~ Start: 24+36.460 23731917 14710.97E w w CONTRACTOR SHALL INSTALL CD-1 CD-2, AND UD-4 WHERE REQUIRED. y$ •�` �� ' ' I` : 4 \ �' 7• r c h `. `.�,." i big, \ �� End: a +68.8 23764.293 14710.032 5 � z o Y b 1' \N,. 4 49g �• � %'• �� F�CISTING PLATTED OW '� ROAD NOTES -`' --- }\ - .J *. J « ``, • ,� �' ✓ \ '� R EASTERN AVENU TO \ `t ✓ �'., Tangent Data a 1. CO NTRACTO R 5 HALL VE RI FY AL L T I E- I N ROAD & ALL EY CO N N E CTIO N S FO R ROADS TO ANY ROAD «�' •'a Kyy yyy EDTO \� } i 4 Parameter Value Parameter Value o EXISTINGOR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF w " . , :'/'' 4` REQU ED ACCOMODATE EQUI D ' .. Len the 2. 8 Course: N o1° 40' 14.6830" W N o U 9 3 3 9 ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTERAND THE PROPOSED - _ 1 y ` « ' J •' r' R \ ROADWAY SE N �` } ' ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB, ROADWAY & _ I i t `yd. `y ON EA E N \ I •`f.%' Curve Point Data ALLEY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. Description Station Northing Easting Q 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, MANHOLE - _"` , / J +* d �.'y' -' \ \ r PC: 24+68.849 23764•293 14720.032 TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO i `✓ ..,- , .�• Md 'd . . � .• . • � • - r � � \ % \ � � ." ":� • RP: 23749.715 14210.244 S COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING f1� •m d y , Y ::;✓ a.:� } } \ �' 'p- ; PT: 26+24.889 239-7.043 14681.414 SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR __.__. ww ,%h h . ': / ;!' �r Circular Curve Data L CONSTRUCTION. ...... .... w f • . , •, :: .� �.� , . � .+-r 3. AS SHOWN & LABELED, THE PROPOSED ALLEYS ARE PRIVATE. f \ \ / '°�... � $ .. •%' ,• � __.- .r.-- �.j /` \ \ / � / ,.,�• `�` Parameter Value �� Parameter Value / �` z"' f _ NOTES:'-� ' Delta: 17° 52' S1.1207 Type: LEFT ° U d`.rts Radius: 500.000 0 PROPOSED GRADING SHALL NOT OBSTRUCT SIGHT LINES AT EASTERN AVENUE AND PARK RIDGE DRIVE. �' /� / a': \ �-Lengt8 6r -" iF ✓ff-/ �`�� Mid -Ord: 6507!; Tangent: 7 g _ - \ External: 6.14g w � � � � � � Ch � \ \ Chord: 155.408 Course: N 100 36' 40 z433" °, N APPRO�/ED &� t1QE - \ \ �,. 9` �.' I Tangent Data N .r N CO'RUC ION �" \ l-- 'y'� rj-''r� : ` Description PT Station Northing Eastrng %' 41 f \ TWILL 1•ZUSSIi�IG s'`•• `�. Start: 26+24.889 23917.043 14681.414 ,� End: -GRAPHIC SCALD' ,�' % ,- '�. "`� 6 •'����'•••�'��'•'.• f �~"`'- f �t� ��/f �/ � .... '{> 26+4z.6s5 23933.747 14675.48z 9 ND PROP D ROADWAY _ - ,K S/` Tangent Data 6 i o z5 50 zoo f / , ' '. ' ONS TI0�3o+ . 2 ,-` _ " ___ ..-'�, �q� - J f 4 r 1O0 T O GLENBROOK PORTION OF �4_ , , �- 1 � ` c ( Parameter Value Parameter Value ROADWAY V.�\ Length: 17.726 Course: N 19° 33' 05.8o37" W i l I ��t:':'' _ - e ,- _ _ - Yr• .-' - .. Curve Point Data IN ET ' J . .::• --- ! --' j \ Description Station Northing Easting r 1rch- 50 ft. i __ -_PC: 26+4a.615 23933.747 14675.482 C,�3 U JN RP: 24101.075 15246.653 CY) A_ " ,ti 3 9 447 5 4 3 3 \ �''� `,• f :��'' -- - ---- __..._ .� PT: ztz 816 z 1.10 1 810. 8 t3j r J T�IS CONNE�TOR ROAD PLAN CONSTRU ION BE INS AT STA. 23+5 ,.18 (AT THE EXISTING TERMINUS - `' Circular Curve Data I, N Q Q OFTHE'WESTLAKE-HILL PHASE I PQ. TION THE C NNEC OR ROAD AY AND ENDSAT STA. 0t 82 l„ - _- `� ~ / Parameter Value Parameter Value CL ✓� % ` (TO TIE THE APPROVED GLENS OOK UBDIVISION PLAN ROADY}. - - " ` : - - �'` % �' �; -, - / \ Delta: 670 17' 17 6536" Type: RIGHT , Radius: 500.000 Length: 587.201 Tangent: 332.754 W o Mid -Ord: 83.753 External: 1ao.604 o �✓ €'a ' r ? r' J .� r Chord: .0 Course: N 1 0 0 ' .0z 1" E t - _ STD. UD-4 -' ' _• t' '` ,� ��\\`<,A ::; C 554 33 4 5 33 3 "� e� REQUIRED _ ___ -- f % 'Ar / � 'NIX, ����� �` :� '�~ � � � � Tangent Data N w _ ON EASTERN - _ / \`., -'"" ff '`�' '' . ~`'� -''` '\ �\ � Description PT g g KV 0 7 AVE. ^ Station Northing Eastin • Start: 32+29.816 24471.105 14810.383 e C End: 36+37.705 24745.427 15112.246 � -a „r.-- -,��., --'•• Tangent Data ,•�/ e A `� 94B �'` .''r ''� r� `� `� ( Parameter Value Parameter Value (,V 94 PROPOSED 8' OF VDOT - � � � � .�� 4 ` � e 4 7. 8g Course: `-,-,GR4GS-1 & GR-MGSz ti ( f ,' 4 `, �, �� / Length: the 0 8 r N 47° 44' :�1.84g9°° E J 0 BEY= THE HAZARD `� `� Tangent Data _ BEHIND THES►DEWALK\!� ��` Description PET Station Northing 1a112.2 6 t � / L CATION OF HAZARD (SLOPES %f ✓ �/ St 3 37.7 5 4745 4 7 5 4 C :..,:.. ' 4 3:s w/A FILL SECTION> 7. ', / i, ~ f �} End: +$ 066 25246 . 11 1 66 $ 8 a ' CULVERT AND z'+ DEPTH OF � ( �\ � W � � � � '� a 37 5 3 5 W 1 1 1 ` �. ✓ ''"-„``_. �� ` PERMANE 1t�ATER . �'r / . � � I -'� :' __ • .� '.` '� ��\�.`.�... f �' `',\ Tangent Data L9f"' L.IJ -� } \ , °t, , Parameter Value Parameter Value �-- z z �° \\ �, � \.� j} ./ $8 ....- t�' • ti � , i• `\ - ,,,--,--_.. `�1� `•, � - ~�Length: 745.36a Course: N 47° 44° :r.a.8499�° E � z EN©'OFPROPOSEbGUARD IL. CONT�AcTOR �' rr/ :' S /f!l / :� \ ; j t J ! ' � Y L•L- `TO INSTALCVDOT GR-MGS2 AT ITS TERMINAL, _ BEHIND THE SIDEWALK. �: ;.--�: �r�w � � , t -' t� � r ,w ✓` GR- Si & GR- ID f, _ _..-,_ ."'` '•... ' e aye ,il + "'~.._..,,,.,,,,``'}�F SF W BEYOND THE PROPOSED 78' QF-VDOT WMGALK -HAZARD BEHIND THE SIDEti $9 / I - t « - LOCATITN OF RD . ~ �.f✓ >3:1 w/AFIZ ~y },.a\ aSECTION> 'AND A, ` y. CULVV�R �1 \t; tt �. / �+..J Ln y '..` � � � � \ \\ '^-•,..'.' -- ' � l \ mow}} MATCHLINE SEE LE �.'�r , •.. .~,. ® I I I I I - d\ d :' :o. _ ! -,. '•� :' ` t�••-/ 0I- PROP ED 8'OFVDOTGR-MG W BE-CONV T ZRR, BE W -MGR izt _ ,` M A14CILI � ,.,-•-- -•,,, •-''-,. `"'/ ��, o✓ TI a y J ,y JJr \ - .. - \ �. END OF PROPOSED- LIJ z , �'�e Y - f'`'s-' ,, ,,,-.... __.._. _.••.-.. � _.,'-k., '..`-- � .,,}` '-�, ..� GUA DRAIL. CONTRACTOR �-._.... ® ' �' ks%de -'�. y -�, "« y; - _ s• _ � � r,...-•--~"`" __ .� -..4~`.• � �, TO I STALL VDOT GR-MG52 � O QF Jf- 1�1Q h - A,. '" ►` - ash �e -_ - - _ _�`^` �., 1TSTERMINAL,BEHIND :� _ I"' Z THE SIDEWA F- o , J v , - J y > "V / ..� J/ �.d ...,'.`, w u -3y C:m� y ^ "„ '`'^•,,. '"`-.•.:.-,.. - -\, \ �/�` _ _ •-... _ �i\�,� \ ...."' ,.,,,,.,,. .•8 '.-•..,"`-.•. F-4 0 L PROPUSED VDOT STD. BOX CULVERT "' ��rr _ FOR PEDESTRIAN TUNNEL., .F61 .PROPOSE O ,hr•: .___.� ';\ � \ {'� (/�� STD:GR-MGSz "�.� --- __"__,.. ~ - ti. r e `\--�� Y CD .�1✓ STD. CD-2 _REQUIRED ... a ~ -� �_ .. _ ./ y \ A, �, o STRUCTURE EX F58B, EX F58A, & EX F58 INSTALLED CULVERT WITH WESTLAKE HILLS PHASE I ROAD PLAN." w 1 � -�" f i ~- = �: ` �-- ~�'•� °toCONTRACTOR SHALL ABANDON EXISNG STUB PIPE EXITING EXF58. CL STORM PIPE F6oA TO BE INSTALLED WITH THIS `ate - -- _��-- S _ �'` �' \ \ PLAN TO CONNECT THE EXISTING STORM SYSTEM TO "~- / REPOSED RO AY• - _ _ _ _ `` ---- ~ J o THE PROPOSED CONNECTOR ROAD STORM OUTFALL`-- '`�' c STRUCTlOL1-tR. 1 I j TI�NxcxExLSTrtvw __ _ g1 CATION OF HAZARD (S OPES > 3:s w/ A - ' - ` -"\ ` / 'SCALE l U) - \ I 1 1 f✓ -so _ ' FILL SECTION>7.S' NDACULVERT). _ H� WESTLAKE HILLS PHASE I ROAD PLAN- r _ A o - SUBMITTED BY COLLINS ENGINEERING f ty SHEET NO. f J E F $ END CONSTRUCTION STA 23+58.18; ELEV. 631.650 'r - _ , ' ++ r J ry 5 t MATHL NE SEE RIGH 1 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 7HE VIRGiNIA DEPAR7MENT OF 7RANSPORT477ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF 7HE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON ME77-IODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VDOT UNLESS 07HERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED iN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RUC77ON. 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 ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CONTROL DE: VICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY W17H OSHA STANDARDS FOR 7HE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 6W.ffAf M G'ONSTRUM0N NOTES FOR ASfiR��'fiS' 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL. BE MADE BY THE COUNTY. THE C0N77?AC70R MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLE71ON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY 774E DESIGN ENGINEER AND SUBMITTED 1417H THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PiPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA77ONS ARE APPROXIMATE: EXACT LENG774, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOW4 WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT 70 THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE--1. I Z COMPLIANCE W17H THE MINIMUM PAVEMENT WID7H, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8, ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SiGNiNG AND RECORDA770N, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL. SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL - DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 0774ER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 774E DEVELOPER WHEN, IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY iN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS, 11. THE SPEED LIM17S TO BE POSTED ON SPEED LiMiT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY MOT FOR PUBLIC ROADS. 12. VOOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSi77ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13 A VIDEO CAMERA INSPECTION iS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO WOT OR COUNTY iNSPEC77ONS 774E VIDEO INSPEC7ON SHALL BE CONDUCTED iN ACCORDANCE WITH VDO7'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A WOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES affM 1. THE LALATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICA77ONS, THE ROAD & BRIDGE STANDARDS OF THE WROINIA DEPARTMENT OF 77?ANSPORTA77ON SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONS77?UC77ON METHODS OF THIS PROJECT, 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED iN THE ROADWAY, 1T SHALL BE REMOVED FROM THE EN77RE ROAD RiGHT OF WAY WID774 AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND IIEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETA770N WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRiOR TO THE CONSTRUCTION OF 774E SUBGRADE. M&B1 PIPEvCULVER75, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP KITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONVI7701VS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MiNiMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE W17H THE VIRGiNIA DEPARTMENT OF 7RANSPORTAI0N SPECIF7CA71ONS UNLESS OTHERWISE N07ED 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 NA7URAL WATER COURSE. PAVEMENT.` 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL iF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC770N. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 7HE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, Il, OR Ill 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 COMPLE77ON OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN 774E EVENT THAT THE SURFACE COURSE iS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY. 5. 7HE USE OF AN AGGREGATE' SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. & BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 a 0.3 GAL./SQ. YD.). 8. B17UMINOUS SURFACE TO BE APPLIED iN ACCORDANCE WITH CURRENT VIRGiNIA DEPARTMENT OF 7RANSPORTA77ON SPECIRCA77ONS. 9. ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SiMiLAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RiGHT OF WAY. ONLY 7740SE STRUCTURES SPECInCALLY AUTHORIZED BY PERMIT ISSUED BY VIRGiNiA DEPARTMENT OF TRANSPORTA71ON MAY BE LOCATED WT771iN THE STREETS RIGHT OF WAY. MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. A. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Ali. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOTOR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. A191�;rE STANDARD CG-6 CURB & GUTTER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. ROADWAY FL' I G C 1 _ PAVEMENT-` NO &_ 36, MIN, COATED STEEL BAND OR STAINLESS 36' MIN, 025' MIN, THICKNESTEEL CA$INC, INSULATOR$ I I CONCRETE FILL STEEL CASING SS` UVH ENDS -1 - I I E -0` 2'-G` 1 7' OR 6' 17' OR 8'- ?`-0' 1JUC-1ILE IRON. PIPE ��18' OR 20' JOINT ❑F DS�❑R 20�JOINT ❑F D.1, (RESTRAINEQ JOINTS) NOTE: 1• STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, 51DEWIALK, ETC. OR A MINIMUM OF V BEYOND THE EDGE OF PAVEMENT. WHICHEVER I$ QREATER, 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. S-5 GENERAL NOTES; L UE hETHOil= > Kwa SNN:L IIE PFOYM Wf 7AUWATEO WA( S- 2, DEIECiM W/F&M TO BE CLASS Ara CONCRE7E (GLASS A-4 IF PRECASD WITH %P 2 MEMM TOF PfaWFFOOTNLENCMM TW ghlA SETNUWAM E EDD5 DETMA U 3, amm sm CF CCYtB RAMP N+�Y PO(NfD 6lONp3T1iCJIIlY M77M Rw TYPE A FLM w aY 1�sWto PSR1W�{:B. GDNST1ltIOTiCH JONT YRTN REdrm BARBS PERPENDIGIILAR 4, F RAMP FLOOR %MC0T0LRSW WBT W PRo M FOR OONEL BARS SO HE PPTRLTGAT � P11MMIT i M ft%L BE M. 1MR ACIDAW 4F 0, FOE IL r (W MM 0°PAW p TTRO) 4011% t��(aalgap s TYPE B 7- �rtE irmC�TlN�Y WIT7Q E P(�MMAATTAIDI n AYI W PA3�Iti.I.EL AM ARESSB.E RW M T ffM THE RlatT OF WAY OF A 1#ONNAr FACILITY OR A tnir LOCg �gigPFAfSTA(M4' AS 010 t ON P-40 OR AS CMM BY THE �4(7gS0409 1 NO ROAD NOT (NOBS STA>BLEN9 AMU At31STJWi PATH OONIECIi10 ILL _ AC FACI1M THAT CMi BE /P4ROAGHFa?, iNA6 yY & MAY PLAN ON RADVR TA4(GEi(iiM. �CiMats PROWEO THAT �_ AT 'fPr7HAN O IE 1 0' YWU}{N TN6 liWfS OF Tf1E GRO581WNX AhD a ;&a TOT'iHTENE wo_,T10b( OF THE CM OPT a AT Mid ,SAE As Top OF Cum ° 7 ""MIMT r��`°°T(aa PAfRALLEL � PERPENDICULAR t0. WNEtt RNWB AT8 U'�D N iMfiN A swr�o P1 PATH. 71iE kW1/1kJit il�Tt! SHHl EIE TtECNTtfE St1AREII USE PATH 16" - 2.4' 1i8A(CRTF]7 OLYIE Ci a 0 4 Off 0 0 0 0 0000000 } �00000000000000 On 0 0 0 0 0 a a 0 0 a a a a 0 0 a 0 0 0 a 0 a O O O 0 0000 400400 •a 0 O 0 0 0 0 0 0 0 0 0 0 00 vl IKE TREK CATM DONE DETECTABLE WA#RNM DE:TALPETAL CG-12 DETECTABLE WARNING SURFACE MUM MV.7A* GENERAL MOTES VRWA GSPAt 7VW OF TI Wig MATt414 Table 4: Pavement Design (VDOT Pavement Design Guide) Top `fi-eW 5" wPIlmum PIDTE: RESTEAINED JOINT FITT1fJGS, - - - - 42" AlinimMrm Ggr{IpGgttpn Ut 9�.x cornpQg0?n ts:aurrxd i Galvanized Steel Beam, W12 x t.4 (rain. size) 3' ruin. penetration into undisturbed soil ,, ar aw apprgvad by Lhe . AC$A. . d, 4' MINIMUM 4 o • .. 4' MIN014UM 4 �d a 510 View / .; •A •� TYPICAL THRUST BLOOD IN FILL AREA N T5 FIG. Yd-313 rD- 5 3` SM-9.5A SURFACE COUI 5" BM-25 IN7ERMEDIATF COURSE 9" COMPACTED AGGREI BASE COURSE, VDOT h DEPENDING ON ULTIMA' TRAFFIC LIMITS AND UNDERDRAINS CC S B(r-ADEu ASPHALT PAVING - ROADS NO SCALE NOTE: THE!0 INTERMEDIATE COURSE IS A BINDER COURSE OVER THE STONE FOR CONSTRUCTION TRAFFIC. STONE AND BINDER COURSE SHALL BE INSPECTED FOR SETTLING AND FAILURES PRIOR TO PLACEMENT OF FINAL ASPHALT ALONG ROADWAY. 1" BASE LAYER IS BINDER OVER STONE Pavement Design RAF= 1.0 _. Location ADT HC;V Design CBR SSV llr : Su face h a Base b a Sub -base h a >D� ADT E.asternAvenue 6000 0 6000 5 5 Orb 'SM-9.S 3 2.25 SNI-ZS 2.15 21B 9 Note: Contractor to . � any ex� Yng IY�tve.>w�nt xng Wind a goo e wx on u Agra s o gea>it>inc design s aoI t� ensure the a �ve spec >ica ions �Ireme n . R, are in accordance with their standards. NOTE: 1. ACTUAL PAVEMENT DESIGNS SHALL BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL IN THE FIELD. 2. THE MAXIMUM SM-9.5A LIFT THICKNESS SHALL BE 1.5", WITH THE MAXIMUM NUMBER OF LIFTS BEING 1. ADDITIONAL LIFTS MUST BE PLACED 1 YEAR APART, PER APPENDIX III OF THE 2014 VDOT PAVEMENT DESIGN GUIDE. 00• psi rr 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TOP OF CONCRETE WALL GRADE MIN. 4111 SITE RAIL Ij I 1 I 1 • � .' •• • • � • 4. ITE ` WALL d. #r,4LL J�41L l`A4S LJlP1.LF4T d/ril-4 L NOT TO SCALE A 12" FOR BOX PROJECTION ABOVE GROUND LINE: TO TOP OF TRENCH FOR NO PROJECTION ABOVE GROUND LIRE 2016 ROAD & BRIDGE STANDARDS I BEDDING MATERIAL TOP OF FILL I H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. FOR NORMAL EARTH FOUNDATION: FOR PRECAST AND CAST IN PLACE BOX CULVERT b - 6" FOR ROCK FOUNDATION= FOR PRECAST BOX CULVERT b - �,/q" PER 12" OF H - 8" MIN.' 24" MAX. FOR CAST IN PLACE BOX CULVERT b-DEPTH AS SHOWN ON PLAN$ OR -WHERE NO BEOQINQ IS SPECFIEO BOTTOM SLAB TO BE KEYED INTO EXISTING ROCK FQUNOATION. FOR SOFT, YIELDING OR OTHERWISE UNSUITABLE FOUNDATION= FOR PRECAST AND CAST IN PLACE 804 CULVERT b • DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING. SOIL. PB-I * X 36" MINIMUM OR 0.25 TIMES •'•"�-' THE SPAN OF THE BOX CULVERT _ WHICHEVER IS GREATER. 8OX CULVERT SPAN INCLUDES THICKNESS OF THE WALLS AND ��- IS BASED ON THE SPAN OF A SINGLE BARREL WFEN THERE ARE MULTIPLE BARRELS. GROUND -T LINE EARTH OR ROCK MEBEDDING MATERIAL IN ACCORDANCE WITH SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, 00 CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 QF THE ROAD AND BRIDGE SPECIFICATIONS. EMBANKMENT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SPECIFICATION I INSTALLATION OF BOX CULVERT BEDDING vD©T REFERENCE 302 ANAND BACKFILL METHOD "All ROAD PAIR BRIDGE STANDARDS D DATE I SHEET R OF 4 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 107.04 2016 ROAD & BRIDGE STANDARDS tWatm>�. Ifi7Ttl Caoaoitft+ }fWD-4�I I.amYfro � Utrrndts nsitar�f >•. ers�tlaattvrTn oon�irwrin T7ar,.� to and Clap IL r w;. L i�R fie~�dm�r� aatjMto Ali �Il. Gn At ra r t� '' '. 1 fAA Clst�d W�t�+n�tat it1W Ord Yf tt�so�d4rt+i11 elite #fiM LF � Off..�t_11}. A �y I'tF1' lJf4 i11Q9 3D'� °!1 **tams N J 3it91�M• *M haw" a pby � oof 11Aa Will a[ ba' �dv=fw& ! Ta- >" a *i i� t�rat. M rtralaht and #4 in �, f tro�r r I ' ' :+ti a' sa n V. fiY n vow iapi .®1 a a� alpAmill 4Adl �NlipRt i thi ��TNM of Im} Nft%twq bak 'R'9a! 4ftt �idb" if 'Fh4 aN'alt3 " �� .� mi Ln t""A" �in#aa+nrr w b - w wMt1ff" shas`n salnm t 7# 7v #a b# bw at a +46. anal# to 1h# TYPICAL SECTION 1iM IatW tYi+� htlnamtFw a> iidtaaf'�d, as b a � I��• at = R tDaFYt pw dltid# Of Int"dw W#tft on" 11tbr to dtarxmra 16d1-04 > ° min mi o 1' aMOW ffi+Aatm as iha d s d aax Oates ThH #fardmrst ahal b# WW wtth tfw ifw w *wwam r#r" sh"t 1 of 2 SINGLE BOX CULVERTSAM STANDARD DETAILS 8 GE I002.0 MINIA WARTiti ENT OF TRMSPORTATIOW BC5-DT DyRlfral�a an#ui@ Cann =- r - l I�M'`t3N�F1ii llAR W�tIAEilU� t ( i j BH1 W3Wd3 f - t- iDO� 4('#OfRLa/# END ELEVATXM End GaYlht#raaA BarrelLa� {WYi-2i-I16�#lh�4tlff t } , , -19 NJ t 4 Ti _ - op �a� �esr#tton = . ( CiM,><iltl4ladf d#A4 g SECnON B-B PART PLM lr 3E1,1 ON A+ A �4it 2 ai(' SINGLE BOX CULVERTS ai isloN STANDARD DETAILS MINGINIA DE ARtMUT OF TRANSFORT 0M i flD2,W)2 ©�o®ol■QI�®C�lIEI��®�WW�E,�i�#ICi o®c�c�®��II AW©WiDEIE'.�IE�1�'1Q�i�II�iC{s7®,�3W►1:©1irF�CI®C"7. C�Q�F-R �� *t� �a©�D��IDQ3�i�i;�il• �J�7[�E�.�' t�l�i CI®L'�'.>•OQ®i:� Q�l©E��il�R�i�EiT1E11F��®�I�I�L7,�I�.�i,C>E®®iJ�il�i III 171t3©"WAIIIIIIIE1i=ltiQi©Ei'L©6�[ l .�QW7©lCij�` Dom:®Di�[F 11101MKA""KID'NIMMKIEMMI[OK" 7QR7ir':CEN39! 111113MU"®D��G®�I1Q��il7�ii[�ii��E;;m�®IMF In�E7®CiL1i�Q3il���iiQ®��©Qr ID® ©NU AK1K= i•=K1�WW ff3KWI€i� � �7c i©IWmWo©I�%T1Qi�� j 1�•t11E�• isiE+,L' 10©Ci7 " KvWTxDalai 7i W[i110r�tt11©"KM WEE NUMMElmf"1AKXA K1©1i i�'i"la zj - own" rE�fl�7 1"WMEW 1�^i1l�Eay��[71�u�usr a��nll®�I®IQitF��7r �7 ©©OQ�: ®�i a.tciR.��®R.a�:��t1sa-�,1�®��.a®�� 7aE ��+�r�7W©© I�lu i�a•4aas '� E.� �t7©�iEi�=A�W©Q:7100�E�iL�i�E7i[�I�E,Z•�[�1�JO�T�'� 1� 93 nsit�-�ls�amp,100WWWW rJWWWWW ,1JKM 11M1I IKMKIC W1Dat:# iWW£3!!'iII�7i Q�i/®' ®�,iWWW4',� ACrCi®�,1�lFa Q>I�Wi©�111®�il®�' 'W�i�i, '.�101��°a ��®�a �1��' r•i����7�i • �I<•:'��7R7i�EW�G1�®WEIE��I�� �i�Q©CiF�O`7fIW1<:�����.] . I1E:�W1�t710WWi��G��IIDQWO©�;i :•M��®iti�l�6z#/?ttJr��Q[W7�� • mWWc��1WWc,7WWWWW�WWWWQIWW��71l3�WWWQ�WOc:;ice - �IL�IFrE>tE;;' �E;;m����Wlm • �E�01®�®���r�i�l. Oltdi7i0ti11'�gllIl��W<Fi/L'rEl© wolE shnot i of 2 For TYW lad ftatton, notes and other . re r D SINGLE BOX CULVERTS snXIOnm AM 2 TO S FT:. FILLS 1002.051 VWI i1A W.PARTMEWT OP' TRANSPORTATION TH, 07 J357191 w W z ACSA GENERAL WATER & SEWER CONDITIONS :L. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. :z. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-S52-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. :LO. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). EiY:MA -49 9 x TE 1 SEE b '.RUDE TO flE N MTN MORTAR r.� D I 'rfDjN'1,1' �. . - o t _ lid} WT win w4m s B NOTES: 1 WOUt p PI TId7D�£ i�7Y 9 hDER ERE NO CJ�E U� i�F E} THE NNJ d%![ %M&R R g11E4 CUI YERf ). EM QF PROEIif ABOVE FILL SLOPF~ tfQC}t S OPE. OR saxam 7. tEAO " AT THE OUTLET EM OF THE C I VIERT MAY BE EITHER SMIARE 2_ THIS ITEM MAY BE PRECAST OR CASs IN PLATS:. EM OR HEV6L Ea6E. 1 AIL T H FL= CONCRETE T4 HE CLASS A7. FOR PRECAST SEE SHEET B. ON St ILL" Ft 1' N *12W £NONG+LLS ARE T' OR LE88 BFL0±1 5410(lDER IC142. TFE 7OP OF T}E En"ALL SHALL BE 000,15M CifD PARbLM TO THE tlf' THE ROAD. 4, TiiS STJM )AM 74 UE I= WITH STKWff CftO N;S MID ALL SP Mf3 8. is" CWWER IMAY BE PROVDEO ON ALL EQSES AT YURLiACTtRtM OPTION. t0 5 46' L " !k NF"XI TO RE HIVE M i1 MI AREAS EX(S P'T WHW A CW= wfllf INERT OR WO M&W EiY-1 EIR-iA ENDWALL FOR CIRCULAR. PIPE OIMEfER OF WE CLLVI:KT i2• 18" 18- 2r OR S41 I r OR 3r 3Sr OR .lti- D 1-0" T-Y 1-41 r-r E O" F ow W-W W-Bv- 0'-8" H 2r4" 2'-Tr 3r-r 3?.r L 4'-0" S U' WV 6-0• fW O" i2r-D- a 0-t/4' 0'-W," W-2"'-s'h' a �llc" ' or4• b a-r' W-aR a 2lM (r-3rr SXi81O TAIM OF COMMETE. COI C, HK Z241 0,492 0.897 L31D 2CB7 2.lH4T C M F'1 E 0,1bT 0 511 O,73t} 1bH19. 211� 3 f43 wxW' 'JOFXta- °. 4"x2r 385124r- 42-xg7- 4Wx29`- 4W xr 63"x34- A 0r-H3- W-fPr W-10" Or•tr W-Ir F-0" 1-0" T-0' B f-2 Y #` f•Hl� f If' f•8" 1 14- f-Ir f-tr C f S" r-Tr' T-r r-40 W-S" 2'-r' r-R" 7-9^ O 1-2" fk-7" r-tv 2-O" r-3r T•3" 2r-8" x-1W 0r-U" W-If' 0-D" W-0" 0'-i" fir g" W-1i" 9-r 4r-0" 41-3" 41-5- 4'-7" L 8'-s" T R" e-8" 9 2" ,W-r' 1W-tr -W-r Ir-Tr Y-4"' T-B" 3r D 4r P 4r ff• . u 0'-�" 0-Ile Or-.V%Y" 4Y-. W4/tll O 4 1 at-5. e'• rr-z�4. (y-�" 0-0 - iYr tr a3�" d"�4• 0-4W . CUBIC YA W OF OUNGRE1E CXit1C FPE 4 b02 0 865 t234 t Hl00 UM 7mm 2 S12 2 BW ENDWALL FOR ELLPTICAL i'�'E 5¢E OF E11Pi�Al. WE Oia.VERT !SPAN x tSx1 WOWXATM STANDARD ENDWALL FOR PiPE. -TVERTS V5 12;'-36" CIRCULARAND 23"x14°`- 3"x3#" ELLIPTICAL PIFES VRWAA DEPARi}ENT OF TRM€�9RTAIM 1OT,01 (4) 1^ (25mm) OA HOLES 27 1/2' Dla 1 1/2" 60LT2C4' (en4mm) uu [699mm [38mm] 2CLE. 25 1/4- DA 7 (667rnm) ::::A [178mm] 24' DIA it I- [606mm] 28 7/16' l 5/8" r" [722mm] [16mm] 36" DIA [9I4mm] [6GUmm]- " F FRAME SECTION [ 0mrn [3Bmm] 20mm] 2' (Sturm) LETTERS (RECESSED FLUSH) ,�� 3 13/16" [79mm] p 22 13/16"3mm] 2 1/0" 13/15 [579mm] [54mm] P 25" 0 11/15" [35mm] 9/16" O.D. OF6GKT GROOVE [17mm] [14MMI SECTION VIEW 1/4- (6mm) DIA CAM DOLT NEOPRENE GASKET SEE ASSEMBLY DErAIL �, .. ,"` (2) WSHR 1/16 X 5/8 X 1 1/2 169V• j RUBBER PART# 00981045 (2) CORED IIINJII,�. 1 5/8" (2) BLT HEX 5/B-I1X3 1/2 SS & � W PICKBARS [5mm 2T [41 mm] PA RT1 00981250 [6mm 40 1/2• .63 DIA. STAINLESS STEF1. ROD (2) WSHR 5/5 10 1.50 DD SS PLAN VIEW 1 1/8' (zemm) Du. BOSS [13mm PART casa13la PICKBAR & LOGKLUG HOLE DETAIL 2) NUT M 5/8-11 ZN NYLK NOTES: PART1 00951284 1. ALL MANHOLES WITHIN t0O YEAR FLOOUPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT 0 JAM 6/8-it ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL eE CONSIDERED_ PARr� 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. LOCK LUG TYPICAL WATERTIGHT (SHOft) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N,T,S FIG S-I-E TD-30 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' T4 10' - (270'} 1Fi"-22" ALVE BOX 7 CU. FT. W68 STONE l QJ ' 6" GATE 42"MIN VALVE o I, S" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST !7 ,•;r; I,,; J. BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FiRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX" 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 6EDTEft1Y€ OtiVt4fiJ FPJ�2f0' Pav�ta si +lp tOVf,R1..IP :PtO- aT Ti}P) - LotoTUONAL P'ERFOWED Pips' vv 4 o 219AI.Pi4ATE TxP� GF PIPEiEW:T. OfiU9MM#G $TRENt3TH 4" tf H'pfN#TER; kiBBASE`[AYCTI " {.s ,'•� w PWE` SMQOTli WALL. PVC ;-I"ORAF)E: : 4uTLtT F>Re c ix�r4lto PEJ. AA�Tit4> kF742 SEE ND1E S r ':` #67 A RATE , b AOQREGAIE' OR CVYS EQ txA rt aaADATehN;:Nr NOIPERF[iATD':Ui1TLET.; PIPE Et7R USE p» ro,. UNDER Gt MMERC[Al ENTRAPtGES:. AW F`, R OUTLETS . . . IEi1M OF P YED SifR u"o.. , t 9F.'Pft � �.0 rlbtlN�' $TREtir�7ta �, � W.1 NOAI.INA1ffTER ' PAVEb SHOULDER SWTION. SWOT H-war: PYC ,103 ;fFQR 'USE INITi°I T gED..OPEN-:GRA?ED: DRaNAG :1-AY R� sewoTll 0" It .. 7G 1�3ixxx 'tiC1(1E55 CIS... P:GfES:. - AiTOPS-•�' 71 ': .3E-wKt. l4 kX 11 STW AoGOR M 10 ASTN 0 L412 AT.'SE 0€fLECT0 " FALAP i'•O�'� R4'MF HS�AE. Es SiiQ1JEi7EFt,__. .. D(iMk4GE LAYER ..` . .. ' • . • SEE N4TE .B .. :. •...... NAH-f�h PAYEI,EEMT 1'ED Y COWCOTION : 54EIBASE.LAYER :. ,,. .,. ...`MAJH,.LR+E. .�. ..... PM - :ki01E 1 .. A37 AGC�GATE 48:NCCREQATE: OR D 64Ii5 }EE1}fld ilkl 411,LpAtiON Et E.;ENT; DES ST :f G4RQ. ,+ IGUTTER` sEeTI 4tlf// (FOR?:t7sE WITH 5TP$.IZED OPEN GRADED OR LAYER) srlrsvLDE1a $ . PAVF7EEH1 i QTE ;. N. $ E$ Ep I ti i' } 8wMA1: PROVIDED, ATTAViY14'}�F>i#Bd A" O£.:1lrS {EaATIE ON TOP 4F PIPE EUfsEI�R i! IN �'i'G%.{ !�F.i lHi: LQHb1TUntTN. pot CONNIECTS FECtLY MO A iAtW*AK E STROCiILH£ Q.'FiOP. ItJkf:7 MfANtkx.l: ECT.}. MDN-PLRFQRATOD QIXTEPT P1P1 S'.1� N(TT .REtNJNED. 3. YLn4ir fl. ATIE A'T OUt1.ET' Eh9 OF gVtL£.T P1Ptr'.TO 6£ A' OF . ABOVE . 1 ELEVATION DF •RECt7gtl4O; pRA}NAG£. DITCH OR. STi}tAQT1A�. ALL C TKNIS GE BOWS WME E.TCJ WIIHM PAY -CASTS FOR OUTLKr. RPE AiE T> It of.,l E: *ANE �ifS4"C $TR NiFff AS;itiE 4ViH�T:_�1Pe . ' .. -'-:.•- O4tk�RGIN � s�ENrAE!€'Oft �::P1F£s ENTRAt4CE -. Ure'AYF"A:LPnGE .� ME;TD' ttil'M.iED CH 2Z mW.isattlESlRAti,.es.:OPrt!4£`/!til? t,OCA ;.EVERY6G1'11A1tgt�,t;;Dk A& iK)TQ). Qk T+i-!N� � . '; PENFORATEEI - ,:. .:..- '... '.:.. .. .:.. ..- LTUTt:Er:PPE I!0.VE, SECMLY OCINK.TW rq'EW^t t7ti.OTHF3'r..ORA.NA .. .... .. .. .._ TRENCH 1f11#r J tub TtE i wr hf A G4iMcitOM1 ENTF(Ni.Er Neff PE£ff OIEtSTEfF PEE S#II'$ L � ' UTiQfdlD::R1 I,f;ri/ 0$;:PERFONAT£O F'FrE::. _.. .. fA�rpILI!!E tiOMM"A<Y 4.. THtE LfJlGit1 DF I LE IBETREElI.:L1HE: THYE CUtlt9ECfAXt k�Rl:.It£ E1r�12 :511fi i 1 .. LlbaTF�} :T4:MI:_H10rr THNL.i-4 T4 pER)/T.CAYFFiy.HHSF'£GTt1,.dpF r41E.NNlf::i„NE IE.EITIER.LiRC13QN. 3Tt7 CtAiB . & GUIT7h7i'. -`QIRCW. EdfVCEC`4HREILRfTlJRQtS :.':..jf,r,T)TTEkt'.... !p����1g . YILt �:.MOihPEOAAiED PIPE' ... .. --8� Y'i Si T4rAt10NS'kli£Lt FU.L t P'IF! OF ST. ALC2£D OYE:N^LrRAUEU :UATE'RAt:.L'PTM1{?T-- FF� to R CDRB AND GU'fTFR�FH4 /iGGTrEGAT :RAj; 9i 1Sp. .. .. M1MCtA�T:D(Fi[ER_ IAr7RFRATE.MAY 'Ak.S�,BE.41SE,p! FNt)i1 TOP:t?F STI+¢FtPEP.OPEN-♦;rRAMP .. .. YATE�Ai: LAYE�;:At81 CURB. AHO GUT'TE(k: , REfE11f?!OE STANDARD PAVEMENT ED.GEDRAIN RgNi Ab16} BROGE srArmAllos 24p1,:STANDARD, ZS4' : REVISION IOATE' SHEE ': 2 4F'2: 64N yiRCaiA pEPAjtiMEHF' OP 7RIrrSn4RTATlptj PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Q AS DIRECTED. MARKER LOGATiON MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. 14- FINISHED GRADE �---ADJUSTABLE VALVE BOX W% LID WATER 2500 P.S.I. CONCRETE THRUST BLOCK .4 •a v 4. a M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24r'MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED SPRING LINE TAMPER OF OF PIPE (O�T HAUNCHING NO. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD- 32 Asphalt Pavement Restoration Detail for Open .Cut Utility Installations Mkil & resurtace""' saw -cut exis ling pavement tothafutideptho€asphalt T2'min, phaltconcreteSurface Material" 12' Bench MITI. NOTES: Asphalt Concrete Surface Material: SM•9.5A forA TF 10.000 SM-9.51) forADT.-10.000 The district administrator s designee shall determine the restoration requirements for Other pavement types. 7Yiskh Wl tttTlt dridp e 64ddagshall be in accordance with VDQT Std_ PBA •* 12inches miniMumbeyond the edge ofthehench on longitudinal open cuts,or25 feel minimum beyond the trench centerime on perpend cukar open cuts, Or as detelminadbythe (If strict admmistratT)I's designee. Data: August 27, 201.4 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE_ FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL #68 STONE ILAR FILL AS :p COVED BY ACSA C STABLE^SOIL' OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3"THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5" BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION cgC BEDDING NTS FIG. W-2 TD-2 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVA[ION FOR THE SERVICE LATERAL IS INDICATED ,THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 01 SALT TREATED FINISHED GROUND 2 x 4 MARKER �f= END OF - MAIN LINE-T ( AVSECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES It SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 Mill & resurface. 12'crun. 7.5'total as ph all 12--ml concrete, pavement depth or equal to the depth of existing asphattconcrete, vrniehev er is. greater Sulrbasecourse depth shall be 10'orequai.to j depth of existingsub-base, whicheveris greater Horizontal ancivertical surfaces Bench shalLiTetacked with RC250liquid Min• asphattat a rate of Q •1. gallon per SY, or as determined by the district administrators designee Select Materiat Type I with minimumCBR= 30 C.lasst bacKHlkmatedalinaCcordance wills Sermon 302 of the Road andBrldge Specitications N0..2& of 27aggregateRlpehedc9ngin accordance with Sections 205 & 302 of the Road and 8fidge. S pecificalions Not to Scale COVER LIFT NOTCH 12 3/8" (C WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 NOT NO DUAL SERVICE 1' TYPE "K" SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED CN PVC PIPE 1 1/8 BEND COI TD-13 +- r MPRESSION n 3/4" MALE PIPE COUPLING ?PROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' - R. 1' COMPRESSION n 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROMOEQ. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG, W-6A T ?€ 4F Pu E ,::t^tNPf':,siRFiMcTl�l :;'. 4 HiCBn TI'iR' VT 7 s°r WN,tAA•AFE SMCIr#TT1 WAt s? TH 4FALl"1 70:111,2I KK)l::. f GFi GlAOI Mot CUTTER `S`EC:IIU2k5+,1xKk iTl IS:. ::TQ OTkFf1MItS= gfiC)V :OUTILETS FG4'{ ' C,s 6 Teti AaiifE�LEwAf�4i SEOFabtbS TTdkNZ�i � 1O •t€�' �t?TIIfiE PAYF�,�xf AR£h, WYTIi'.:QLIFL�T;;P� 01R I.OMP` S�D£ OHL'd- . INY€W, ELLYAlICN AT CUTLET, EIsO TIE DCTTLCT:FEE TO:MA WiAIUli OF T QFAiiO'dE AVERT ELEVATION OP F�CF$YINEz OffMtiAtiE Bl1'Gii t�i �ITiUtrILBE, .. :kli t FtiN;MtE (t# t) 7 Ai2. C9HINECTkO1!aa (ELBS}Y!'S..itxES 6TOi• Vr1TFslL:I' Y i3iiT5 F41T tAtIYLET PIPE �fiE TG EIE P+rF.TI . t 3H{t :3TR '114H MS T}C: %ET PlPtn }rc`rE3+,TrED:DiraGOR9�rr T'4 ASTRf Q $4k' ix7:,b7LOEFt:f!rC,E1LiN.. 8 .>r�'fZ.(:T T�3Pi;. Ti?;iiE 5E4itiT fr�t1ECTEp '.4 _lflrf i3S7R,4T€�E` 4f��'�tiL� . Tl1 s IzQF�II�E . .'. :^ STD tI��IIA17►t FDIR11 'ST'.ECIFIChTItkY.::. ._, �• Cp (AT: dry ... �r'i "h,r g ' 190 RS Y>ftKFAaikPerT§iEN( t2F TiC6€r!;Tif$l,' i;74I saY•� UMTS OF PAY FOR OU71ET PIPE. FA TOP OF CU "�- J T9E OF FLL . FAJ- CtliUTfON ! ORS iTYPlCALS '" - .. SHOu tIm LM EM or PAi1EMT l 9G* TRAM U LA1IE COMO T u lUl CO-2 ON FAILS 4' r CENTER UINE SECTION j t CVRTN TYPE 1SELWT MATERIAU C� Wxx OF PAVENWIT TRENCH I LACUENT - �,��IXCF / / / / ! +I�--FAQ S!# 15 k PA9E LIM OF PAY FOR CIO 9'- 9 C! 9 Q '4 @ -At- Sm AN QUTt.Ej PfE o•r1 S}-4_o o-+a-o-�..o• a � ..E• -sELWT MATERI& TYKrOR1It PLAN VIEW SHQWiNG PLACEMENT Of iww fA •.-Hk57#p3OATEp�O/{R�C>R�tg15yEEO AAA4!PbA CO 2• UNXRDRNN AAA. '.P. Tlvr !"!Y'0V N114!111Nn In.MW!tr'.+.!5'' -' NON -PERFORATED OUTLET PIPE - FAAWOR ST TH TYPE OF PIPS ^"+M .�, •��� 59R}OT}I.IPALL _fnffC .f03 0.165 � !!��••u�.��� r� PAVWMT SUITFAfE 1. BASE S1iO0TFt MfAfL PE 70 PbT 70 P9t a o 0 o a o o e oSUBBASE OR CEklU F ST.40A- OI SUBBASE " a• o ..eAAtt O a-O-O--q--5ELLECF tiIITERUL TYPEICOR SUMME 1 rOs7QCT IE OR LSTABR,MI AA♦ N WALL THICX ESS "0- *UMM 457 AC>MOATl:, 4& AUMOATE OR CINSHM iE#9#TEf118D ACCOROM TC} AsW 0-74112 At 090EFLE4'TAIN. rEpT1DCTgE OLAS9 fEEAT1ti 48 GRAOAIM REquMINAITS. FACE r a- ORAL NOTES L "ETEHIQi. S1iN.L BE FILLED WaITN ABATE Me TtftQU* L.Y HAND TAMPIE } TO Nts1 CO4IPAN:Td'ESs. yL� PAYE! NT 2. OUTLET PEE SHALL- W-M AT THE EDGE OF THE 'tKAYHI LATE PAVEW9 A40 SHE}ff CN A O RAbE PARAF.LEL T4 THE 9H OV-DER SLOP£ 2 2 MIN.121f - 0`2 . SASE 3. ON C LIREI AM p,LTTHR SECTIONS Mr}iER6 [F tO OT fV PROVIDE Kam Sti •T4 tYTfl OROP CD- 9r F THEE AFE T9 BE LOCATED .?3 UNIHOLEL S' SFLE f T�1iF a 4.. Rt 81 ERECEYA p OTHOHig, T p Ht IS TO HE UNDER .F�f191E PAVIENWT AMA A VITTtl GVMET A LOW E,?UII 9M.Y. IL O101t TflB1 � i CE T-O" AH3QVE T E� Ai � (E VE7t} A�RtAKaE DDUC PLACEMENT OF CD-2 UNDERDRAiN AT BRIDGE APPROACH $LASS a. TIE � * smmm win t TH.As 1"�`�°H a YTLUM" FOR +anr_H:T PIPE TO 7. ?Q&Z T4 BE SEMNLY Cs MOM TO 51Y-%M 0-RiM WRAltiAIX 2�z 5u1 701 (AT V1ROW OEPARTWWT OF 7RRiSPMA1M fDB.05 TH pa SCOJ35791 w w z I I I I I I I I I 10 IIIIIIIIII IIIIIIIIII VDDT General and Traffic Control Notes: 1) A VDOT Permit will be required prior to the start of work and can be applied for prior to the pre -construction meeting so that it may be presented at that time so that any questions or concerns about the permit may be answered. 2) Pre -Construction is required on site to go over construction time frame for starting and completing road improvements within the right of way. 3) All work to be constructed to the latest VDOT Road and Bridge Specifications and Road and Bridge Standards. 4) All materials to be used In current and future right of way will be tested as stated in the VDOT Manual of Instructions available under VDDT Material Division for placement and required testing and intervals, Also VDOT inspector will also be available to answer questions or concerns and visit site as requested to review. 5) All traffic control will be per the latest edition of the Virginia Work Area Protection Manual or per the approved Maintenance of Traffic plan sheets provided by the developers engineer and approved prior to job going to construction. The contractor will have available at all times a certified person at a minimum with Basic Traffic Control Certification and for more advanced traffic control an Individual with an Intermediate Traffic Control Certification would be preferred for more complex layouts. Allowable work hours will be reviewed when permitted if not referred to in the approved plan set 6) All structures (DI'S) and cross pipe to have backfill testing and will need to reference structure number as referred to on the plan showing profile and depth and location of test. 7) All CD's and UD's to be inspected prior to covering. B) All fill areas shall have backfill material from an approved source or a tested on site source and all testing reports for this material will need to be attached to the backfill density reports and a profile will need to be available with depth and location. 9) CBR test results will need to be made available for review and approval and an in the field sub -grade inspection by VDOT inspector prior to placement of any base stone. Subgrade density reports will also need to be available or test occurring the same day VDOT Inspector is on site. 10) Base stone will need to be inspected and depth checked prior to placement of any asphalt being placed. Also third party inspection reports will need to be available for review. Reports to be made available would be Roller Patterns and Density per the VDOT Manual of Instructions. 11) Concrete Testing is to be performed per VDOT Road and Bridge Specifications, 12) Signage,locations to be marked prior to permanent installation. And pavement markings to be sketched out on asphalt with heavy chalk or lightly marked with white paint prior to placement of permanent markings, 13) WP-2 standard to be on plan set for all commercial entrances and will also be put in permit if not on plan set. 14) Replacement of all raised traffic markers and pavement markings that are disturbed during construction will be replaced or pavement markings refreshed for tie in back to existing road alignment from road improvements. 15) All existing VDDT signage impacted by road improvements will be reviewed prior to removal for temporary storage or temporarily located as required, but will not be removed by contractor until VDOT inspector has reviewed. Certain storage requirements for signage are required due to the reflective sheeting. Do not store signs face down or sheeting to sheeting, CR-MG5I. IA •.� SEE NOTE 4 11a-x't SLOPE 30.1 MAXIIAN OR FLAr7M 31° W5n9 OR W6x0,5 $TEEL POST 6'LENGTH STANDARD INSTALLATION W STEEL POST a• SEE NOTE 4 I t=U SLOPE t4:i MAXIV.UM oT (F ff FLATTER-� srF�p� POST 9'LEwNGGTN$ STEEL 2' 2016 ROAD & BRIDGE S IANDARDS Wxt'-2" TREATED ,� I PINE BLOCK, 12" BLOCKCUT G4h,I ,t 1L1: ASS ( �7i/aY HgLE I 12' THOLE j a,-rratp BOLT 1 I W6A OR wena.S II I STEEL POST 11 1 6-OR 9'LENOTH tz° II I I I I 6" I I I 1 1 4° + STEEL POST 6" WIDE ROUTED WOOD BLOCY£)UT NOTES: 1. ALL BOLTS, NUTS, WASHERS, AND OTHER STEEL ITEMS ARE TO BE OALYAH12E0• 2. BLOCKOUTS OTHER THAW SHOWN SHALL BE A VOOT APPROVED PRODUCT MEETNG MASH TESTING C T%Pl OLQ'-KOItTS SHALL BE FROV. THE VOOT APPROVEP PRODUCTS LIST. APPROVED BLOCKOUTS MAY BE INTERCHANGED ON ANY ONE PROJECT WITH THE RESTRICTION THAT THE SINE TYPE OF BLOCKOUT MUST BE USED IN ANY SINGLE RUN -OF GVARONAIL 3. 'WOCO BLOCKOLIT5 SHILL BE TREATED WITH A 'HOOD PRESERVATIVE IN ACCOROANICE WITH THE SPECIFICrATIONS. 4, DPAENSHON MAY VARY PLUS OR +ANUS 'le DUE TO MNIUFA.CTURING TOLERA4CES IN WARD CQi/¢ONENTS. GUARDRAIL INSTALLATION SITES REQUIRING 9' GUARQRAIL PO5-.T5 XVOOT A COPY OF THE ORIGINAL SEALED AVID SIGNED DRAWING IS 04 FILE IN THE CENTRAL OFFICE. ROAD AND BRx;E STeNOAROS MIDWEST GUARDRAIL SYSTEM SHEET 2 OF 2 NEVIS"! DATE (STANDARD AND REDUCED PAST SPACING) 506_Q5 NEW 04/17 VIRGINIA DEPARTMENT OF TRANS"TATION 2016 ROAD & BRIDGE STANDARDS 2A1& WAD & DRIDOE STANDARDS: TRAFFIC DIRECTIGq FOR RAIL_ LIP .45.51-10)IN (SEE: NOTE7i 6�j- s~at GR MGSI 4N.OWPNCE FROMRAMC TO FIXE6.:49JECT ¢O" Ar • SPCiG6 DOLT" ACTH rout 8 PER>SPLICE sPL;ICE DETAIL RAIL 1 SPLICE'54ALL BE: PLACED MINk-SF'AN. FOR STANDAR@ POST .SPACNq W6 5!!> NOTES.: (. GUARDRANL.LOCATION5 SHORN 014 Pta`t5 ARE�APP9QY (ATE ONLY "} CAI BE'A6JUSTED DLRINC: CCNSTRUCTLQIAF AND As DIRFGTED Bd THE ENCNCM 2: FOR DETAILS OF POST AND ULK.YKOVIS SEE 5I1EET,'NO. 506A5. 3. FOR DEINLB OF RAL'ELEMENT. AND ASSOC,IATEi) HARDWARE, SEE SHEETS'.. 50641 AH,P;.SG5,02. #, RA�L E�EMErftg xIT�-i Ft1D4. (. EipJAL TO 150 FEET SHAL.0 BE -5Ht7P L'URbED,.IAP V FDR RADA Y. (FFi-MOSS, OR IA. .S. ALL GR-MGSHN40 CR-MCSL+1 5�LSHAL.L BE MAINTAINED LTA. HEIGHT OF 30 MIN::- 3 MAX! AS. MEASUI� PER S(ANDARD GR-INS • . . ' .. 9, ALL. GUAfiDRAIL POSTS:SHALL BE SSEF PLtI upq T -SHALL SFECIFICAT ION REFERENCE 2S. 505 GR->AGSI.?A GR-MGSIA Cj .Ff=": PSiSi� �S3+ACiN�1.. IAui bIST1 vCE.FRON F LCE' OK tiAL TO FIXED 09aCT , 415!'. FLRRE'RATES .EstGi SPEEU. .. INSIDE.... - -SHY :LATE' -BEYOND SITY.LINE MPHi ` SHY.: L4�E. LSI FLARE. RATE. FLARE: RAE ' . 70 9' .. 36'1 15,3 A {O . 3¢ - '4,. FOR SEMR`:'ER- x' x.5yyyci)L-J SYSTEMS. 7. ALL #-BEAM RAILS SHALL BE LAPPED.,Rt'THE DIRECTION ;OF .YEHICULAR TFT/,VEL'FOR THE' FINISHED ROADYIAY: a, ADFJSTiNG EMSTING.GUARCRA4 TO MEET THE"A{OSI. . ;$TNQANq IS NOT FEMME% ... . DFSGR6STIOpd . ItEAT CGOE GUARriRrh' Gfl-MGSI 14280: ' LF. GVARDRA. GR"IAOSIA 132IN LF G9IAI1DRAL'CR-HAGS}, & POST 13282 LF G'I ORAIL RADIAL CA-VOSI tJ285 LF GUARLIRML, RACIAL GR-4*51A }J2134, LF GUARDRM, RADIAL CR-MOST, 9':PDST 13284 LF CHFIGA11011. ' A.COPY'OF�THE ORIGINAL SEALED AUG SIGNED DRAWbO IS: ON'FLEIH THE CEN7IW.CPFICE.. '\VOOT FERE7iCE T MIDWE: GUARDRAIL SYSTEM ROAD, .A,T "aeroGE.sra:IpARas . 2Z (STANDARD AND REDUCED POST SPACING) REVISION DATE SHEET: 12F 2 :565. VIRGINIA DEfMTMEW OF TRANSPORTATION NEW.02t17: gpg.04 '20IG ROAD & BRIDGE:STANDARDS ooln`-�. a-rnklnnonc TERUNAL. HEAEi- LENGTH OF NEED i 6'-3". tTYP-T ST" . HWHG (WHEN.5PECIF7 SON: .-. THE PLANKS OR OY. - .. 5a' .. ' THE EWNEER) PAY uikTs:ICR-ROCS? 7ER%+1NPL TRA . ,Si' GVAfifHielA_: PLAN _ RAIL LAP AT SPLICE. WITHIN TEEW14AL PAY LIMITS FOR RUN-ON Ak6WA-GFF SEE . W-BEAN RNL TERilFIAL FiEAE1 ':31". 'O.TE 20.-Stq..ICE .MID -SPAN . _ 1 , {T11- liOl: t9i i8l. <7t I.6i t57 T4I T3i. j i21 I [It NOTES; EI-EVATION I I L :TANGENT ENT, TERVANAL IGR-Mt'$2O SHALL BE A VDOT APPROVED PRODUCT -MEE-[ING MASH `"iE571NG CIzfTEf4A: AtfX TERN4NAL USED FOR.THE GR-UD52. SHALL 4, FLWRE5CENT' PMW.ATIC LEK .YELLOW. ' SHEETINO.'SHALL BE. USED. ON THE UC BE: FROM THE VDOT AAPRQYEA RR00.T.S-LIST. REFEECTIVE MARXERS- ALL .REFLECTIVE SHEETING I5' Tg BE' 1N ACCORDANCE MA"'" ACTtHRER'S: 2_ A L'.TERMINALS SH+1LL i NSTAI LEO AC€O{tCING TO THE F 1FITt1 SECTION 701:OF THE RD,AR Ah§7' BRIDGE SPECFICATIOHi. STRIPES SHALL INSTALLATION INSTRUCTIONS AAi7 THE FOLLOWING VDDT: REOUIRI ENT51 SLOPE QO-" TOWARD THE SIDE 4F`THE 0$5TRV(M6N .OH 'OH0UTR4FICA5 A ALI:.STANOA9D Gq 2.:'iERT4,4PL5 :S5iMILAR TO AS SHOWN ASOWEt TO. PASS. AJT OFFSEL - - SHALL'V11STALL ITM11 9.. WSTALLING:CR-MGS2 TPW!NAL 0I4 A RADIUS IS NOT. PERH4ITTEO. COLOR,,FIELD - YELLOW.IREFlFO7ORIZED): C.. O9?ECIION OF THE REFLECTIVE TIPE'ON THE TERl,4MAL HEAD-StIILL ME ,'�E P,LACK": STRIPE$ (tiOry-REFLE.GTOwZFA3, CONFOPAi TO. MTTCO APPLICA710N FOR DIACCNAL'STRJPES ON 09,ECT AN MARKERS D BRIDGE PANELS. -SEE NOTE..-4) 'Di DO NOT CHANCE THE: LAPPMNC OF TERA9.NAi- FOR PINY INSTALLATIONS. NS DSFEEFT A1.MOL CF'PDJACENT TRAFFIC` PIREEC ION.ISEE GET�AIL THIS E:.. HEIGHT MEA5t1RED AT: -TOP OF W-SEAM IS 30" �WNV + 32" ,MAX. .. 3 TF4S 00AWil iG IS REPRESERTi,iIOfJAL fllu:Y:. DETAI-S. OIAEN{SMSNS, QUANTITIES"44 OTHER THRL1i1Gtt ROADWAY }MARKER- THROUGH,:RQQA�4YTAl "KER .;,FORMATION NOT,5HUWN WNLU-VARY FDR:EACH MArawT'ADTUREst. SEE INUVIDUAL. POSITIQN LEFT'.�OF TRAFFIC: POSITION:RiGHT QF:TRAFFIC Mr1WFACTU,RER: PLMVS FOR.:J.HIS INFORhihT14Y. . ITEM CODE: !3288 E,,%CH : $PE�IFICATIONI - A COPY AF'THE ORIGINAL SEALED AUNO SIGNED DRAWING IS ON FILE IN THE CENTRAL, CFFICE. 'bUC)O T .REFERENCE - MIDWEST GUARDRAIL 'SYSTEM (TANGENT END TERMINAL) ROAD MOB SZAN(3y+RS �� REVISION: DATE SHEET I OP 3 $05 VITONA DEPARTMENT CF:TRANSPORTAITION 09JT7 ,SC$•09 2p16 ROAD & BRID.GE:STANDARDS: 2016 ROAD a BRIDGE STANDARDS GR-MaS2 R } A-1 T TI T 4:1 UAX. SLOPE TO TOE OF SLOPE TRAJVSITION TO EXISTING SLOPE AT HINGE GRADE TO a1A- CHCH E iSEE NOTE 21 EXISTING SLOPE MREASURED.g WIERHQF POST ^1 •a-T---- ---a----a - - - 5 --- i ___ .;LOPE HINGE t INT blu o f TI S f V SLOPE HINGE POINT----- E� r GR-"Sa TERMINAL V Ali _= NEASURED FROM THE FACE OF RAIL SITE PREPARATION REQUIREMENTS FOR GR-MGS2 HINGE PONT (SEE #VOTE 1) 4-� NOTES: -. I. THE CROSS SLOPE OF THE GRADE APPROACHNC THE GUARORA>L TERMIINAL. MO ADJACENT TO FOR ITS FULL LENGTH, MUST BE A MMMUA OF 10;L F THE EXISTING GRADE 15 FLAT OR IS A POSITIVE SECTION A -A 5LOPE DUE TO THE 5JPERELEVA-RUN OF THE ROADWAY PAYEMEH9T•THE 4NIM!Ai OFFSET FROM THE FACE OF RAJL TO THE HINGE POINT,. AS SHOWN, IS ftEQUIREA_ 2. THE AREA IMA1EOLATELK BEHIND AND BEY" THE TERMINAL SHELL BE TRAVERSABLE ANO FREE FROM FIXED OBJECTS, IF A CLEAR RUN OUT IS NOT ATTANAHLE THIS AREA. SHAH AT LEAST OE q 0 SIMILAR IN CHARACTER TO THE UPSTREAM UHSHELOED ROADSE,_ E AREAS. u 3. FOR NEW CONSTRUOTION AND RECONSTRUCTWN,-THE 10'1SLOPE CRAOle'.J SHALL EXTEND A MIHSAW OF Ir----li &-0" MEAWWO FROM THE FACE OF RAIL. 4. FOR PROPRIETARY GUARDHAUL TERMINALS. THE MANUFACTURER5 SITE PREPARATION REOURENE14TS TAKE NGE POINT PRECEDENCE OVER THIS STANOARO iF ADDITIONAL GRADING IS REQUIRED, Ni:t MAY (SEE NOTE E n-" SECTION B-B 'VC HUT A COPY OF THE ORIGINAL SEALED ANO SIGNED DRAYANO IS ON FILE II THE CENTRAL OFFICE. SPECIFICATION ROAD OGE STANDARDS GUARDRAIL SYSTEM REFERENCE SHEET 2 OF 3 REYIJION DATE {TANGENT END TERMINAL) 239 2' SPS.g7 09/i7 VIRGINIA DEPARTMENT OF TRANSPOSTA7104 509 2016 ROAD & BRIDGE STANDARDS A-] -••-•�_-___p tJ T 4:1 MAX. SLOPE TO JOE OF SLOPE TRANSITION TO, EXISTING SLOPE AT HI,,,ia GRACIE TO MATCH SLd (SEE NOTE 2) EESTING SLOPE MFBASUR.AWR Q) F SLOPE HINGE POINT CWR OF Nq:t TAPER ------- _ 4ia n IO�I TAPER r W HTNGE PONT�---'- 6+� w z SLOPE F rsd1 OR-W$2 TERMINAL . -' A-J as WASUREO FROM THE FACE OF RAC I ;,•p11 I LIMITED USE SITE PREPARATION REQUIREMENTS FOR GR-MGS2 NOT FOR USE ON INTERSTATES. FREEWAAY5, OR NEW OONSTRLIGT10Ny, UNLESS APPROVED BY THE ENGINEER. �HIK,E POINT • a Ax tSEE NOTE iF 4,t OR FLATrER NOTES: t THEITS FULL�LENCTH, MPE USTTHE BE GRADE RGAXI..WJMROF 100, IF THHE E EXISiIM GRADE IS FLAT AND CR iSGA POSFnVE SLOPE OLE TO THE 5UPERELEVAPOIDN OF THE ROADWAY PAVEMENT,7HE UINAMPIA OFFSET FROM SECTION A -A THE FACE OF RAIL TO THE HINGE POINT, AS SHOWN, IS REIGUREO, 2. THE AREA IMMEDIATELY DEFEND AND BEYOND THE TERMINAL SHOULD BE TRAERSABLE AN0 FREE FROM FIXED OBJECTS. IF A CLEAR RUN OUT IS NOT ATTAAMLE THIS AREA" SHOULD AT LEAST BE SIMILAR W CHARACTER TO THE UPSTREAM UNSHELDED, RDAOSIOE AREAS. 3. NOT FOR USE ON ffTER5TATES,FPEEWXY3,OR NEW CONSTRI109H. MESS APPROVED BY THE ENWHEER, FOR WORK THAT CANNOT TO THE SHE PREPERATION F_ 41.01 --II MAY BE USED WHEN SPECIFIED IN THE PLANS 3R CONFORM REOULREMENTS ON PAGE 506.07. ' HUGE POINT 4. FOR LIMITED APPLICATIONS AS DESCRIBED IN NOTE 3,THE GRADING:SHOULD BE AS CLOSE AS PQS519LE TO THE SITE PREPARATION REOUREWENTS ON PACE 506.07.THE SLOPE SHALL EXTEND A WAIWL#. OF 41-0" FROM THE FACE OF RAIL AND .GRAONG SHALL C4NFORA TO THE DETAILS ABOVE. USE 215 AGGREQATE, OR OTHER SUITABLE MATERIAL AS APPROVED BY THE ENGINEER. 10NI . c L n SECTION 13-8 SPECIFICATION A COPY OF THE ORIGBNM. SEALED AND SKItEO DRAWING IS 4N FILE 4V THECENTRAL OFFICE. REFERENCE MIDWEST GUARDRAIL SYSTEM AND DRIDGE STANDARDS 22' 23& (TANGENT ENE) TERMINAL) REYTS70fH DATE SHEET 3 OF 3 503 VIRGINIA DEPARTMENT OF TRI,HHSPORTATION ap/t7 @!JB.OS 2016 ROAD & €iRIDGE STANDARDS EXI: A • s EXIST. (GROUND EXIST. GROUND 4' 77WCK CONC, SIDEWALK `.1 10' CLEAR ZONE- { GROUND 2X, 6' BUFFER 4' MOT 2fA STONE BASE EXIST. GROUND 1' 5 6' TYPIGTAL CONNM'CTOR ROAD STRLF'T SAMMY (VAR KITTH R/ V AV 01V-ST"AT PAR"4W LASTLRN CONNAMR RO" (JWBLIC RO.4,i) GS7 IIRB" CVZL R V"J49jV SF-r&a' 30 ,e FH ST.II R.Y*63.>8 M STA .247436 4 J2' �1XE� (STRAIGHT N DRtVF AtSt£) LANE R, 4' THICK COWS POINT OF CG-6 S/ WALK FINISHED GRADE CURB dr GUTTER 4' iSIDEWALK 0` CLEAR ZONE--� �- -2' SURFACE 7 2 10' CLEAR ZONE- LF V 2X 2X 6' BUFFER : •` 6' BUFFER 4' WOT 21A T 4' UD-4 UNDERDRAIN �- T 4' M BASE STONE BASE S SUBBASE Sn2 J 5 1. 6' is IW 2.5- 6' -5 (TRAVEL LANE) TRAVEL LANE) 36' FIC-F/C 61' R/W TYPICAL cON1Vf'CTO.R ,hJ�'yOA0 {S"Tp��.�.�T ��S�.►�i��ry'T�IOW (VAR A��'1�TH ,t�'.4f) AV ®l *-STRh'.& P/:L1FLL:lYi7 h'ASTLRN CONNLi✓"MR ,W" (PUBLIC ROAD,,) CS7 URBAN 6VLLh'l;' VR D"JVAr SP.eFh & 30 dfPf1 STA .N*,Ve To STA ,26f60 (Bu11'LR )WO-A1NS 3' F1,0 ' 1AVAr STA A2df36-z5fs5`� 4` �81KFIG J2" 11 LANF (sTRAtcNr s DRIVE A1sLF} CG-6 CURB &GUTTER 2X 4' UD-4 BASE UNDERDRAIN �4' 81KE--{-- 12' 1 (TRANS TT� LANE (STRAIGHT S DRIVE AISLE) CG-6 . CURB do GUTTER 4- UD-4 UNDERDRAIN 4' THICK aWC SIDEWALK 4. / 10' CLEAR ZONE - --+ EXIST I,TTOUND 2X A 5' BUFFER S717WE BASE' EXIST. GROUND 1. 5 6' EXIST 00ST. GROUND 4 12'---BiKE--� (STRAIGHT N DRIVE AISLE) LANE R/W CG-6 POINT OF CURB & GUTTER 4' MICK CONC: FINISHED GRADE SIDEWALK �- SURFACE I -2- ^� ' 10' CLEAR ZONE 3' 1 ly/ST. I IL ?X 2X 4" UD-4 UNDERDRAI 4,_. V T 6' BUFFER 4' MOT 2/A SUBBASE � STONE BASE g, EXIST. GROUND VAR. W10TH 16' �5 6' S^ (TRAVEL LANE) AR WDTH F/C-F/C VAn MU IFT - R/W TYPICAL CONNL'CTOR ROAD S'TREL'T SL;CTION (VAR XZDTH R/1Y) NO 011_5'TR 1ff PAR"AV L'ASTLRN COffhZMR ,W" (PIfBITIC WAI3) GS7' URBAN' coL1.fAmB vmvy SPL'Ll . 30 &PH STA 26f60 7V STA ,28f60 STA 30f16 TO STif 3374-/5 �4' BLANE I (STRAIGHT S DRIVE AISLE) (LEFT TURN N DRiW AISLE CG-6 CURB & GUTTER UNDERDRAIN 2X SUBBASE 4 12'lKE- (57RAiGHT NDRIVE AISLE) LANE ' CG-6 POINT OF CURB & GUTTER 4' MICK CCNC: RNISHEDSURFA1�- SDEWALK� 2 10' CLEAR ZONE 2X 2X 4" UD-4 UNDERDRAi 6 BUFFER 4" VDDT' 21A SUBBASE N 4' MOT T STONE BASE 16' (TRAVEL LANE) 48' F/C-F/C 73' R/W TYPICAL CONNL'CTOR ROAD SHTRL.LT SUCTION ('VAR A ZOTH R/% ND ®N-SJ"" "1` PARTYING AA.S'TLRN' CVXAZ "J'0R W" (fiU6ZX M-40 6W7 URBAN" COL'Lhi'7 B 0 1GN SP,frPt.' 30 OPhr STA 128t80 M STA STA 3014V I 1K - - BIKE 12" - 12' LANE + (STRAIGHT S DRIVE AISLE) T (LEFT TURN N DRIVE AISLE) R/W 4'MICK cc-s SID CURB &GUTTER EWALK 4 1 0' CLEAR ZONE - -{ �^--2---� EXIST. GR-' - 2X 3� 6' BUFFER 4' A EXIST• GROUND 4' T UNDERDRAIN SUBBASE r' 5 4' THICK CONC. SI EW" `Z T 10' CLEAR ZONE I EXIST. GROUND 2X 6' BUFM ST WE BASER EXIST. GROUND 1' 5 6' 5' f2' IKE- (STRAIGHT N DRIVE AISLE) LANE (RIGHT TURN N DRIVE AISLE) POINT OF CG-6 FINISHED GRADE CURB & GUTTER l SURFACE \\\ 2X 29' 61' FIC-F/C R/W TYPICAL CVNNAMVR ROAD STRZff Sei M10N 136' Rl*) AV OhL.SYR"r PAMW aAA57alw APd wir (R/l±tw Ala"..) aw zr=AAr G 7 .++17t7 Lta wmr SPAN 310 JOW N"S m Srlf SS*M Ar IJRl & ArS.M rRAWMAW fA VAF o' m 1,,99 5' (RIGHT TURNIS DRIVE AISLE) BIANE (STRAIGHT S DRiYE AISLE) (LEFT TURN S DRIVE AISLE) CCC� (STRAIGHT N DRIVE AISLE) CG-6 1,- POINT OF CURB &GUTIER / RNISHED GRADE 4" UD-4 UNDERDRAIN 29 SUBBASE 41' fit' F/C-F/C RIW 86' TYPICAL CONK mR mw AS'Tm" T7=10N AN' Rlollr) AfiJ a*-STAAff PAP2217 C a'ASrAW d)rAWZ (MAW I�pAlJ) GLS7' UR8�i1V 4l7Il�LT�R RdS1GX SPBd'�i' .9i? Y1°� 2X 4" UD-4 16' 4' BIKE - LANE CG-6 CURB do GO Edl15T Gi'OCYV EMST, GROUND 4' SIDEWALK �---- fO' CLEAR ZONE - 2X 6' BUFFER 4' MOP STONE L 6` 5--- 4- -10' CLEAR . 2X 6' BUFFER I 4' UL10T 21A STONE BASE' 3 L J n i 5 u n 3 U u 0 I w 3 U n 3 ll 9 635 635 END ALLS ER B S-DT 2.67' © 30' END VALLS PER- 12.67' C1 30 630 630 PROPOS ED sz CL 52 D P W/L (1.2' W L-DRN } 625 L 625 620 620 615 PROPOSED 717W 615 VDOT STD. SPA 6'X8' HEIGHT 612 BOX LF; ULVE Lmdz_ T L 612 .� INV I . 616 60; INV OUT. 616.19 I` W co W N � N W U- 10+00 10+50 11+00 11+0u 11+/0 [TUNNEL INV OUT. 605.72 TO EX MH- INV E EX. 635 I 635 I PROPOSED 630 ! M XGDEPT� OF 630 i FILL = 2 W TH 2.1 SIDE } SLOPE RO OSED 12' CL. -' 2DIPW/ (12.1' 625 I ! W L-DRN ) 625 I� V IN. 607.9�8 j VDOT STD. W-2PC _ 14'-5. " LO G - 30' WI GWALLS $ 620 620 DOT ITD. E -1_ INV IN. 605.56 GE OTEXTIUE FAB IC 14- .5" LONG - 30' INGWA LS 615 LENGTH= l 1 2' ( i 1 615 WUTH = D 6 24" MIN. I DOT LASS TD. E I RIPR -1 P ON STR AM` ' ( ENGT� =60' 610 ( ( ' IDTH „ 24' 610 - ii -EXISTIN G 4-T STREA 605 i'9CUNIRAClym 11r 605 on.00 IAL Z'OJ% EN URE CU�VERT 1 602 6' 1RFI COUNTERSUNK I CONT ACTOR HALL 602 E S RE C LVERT S QNO 6" COUNTERSUNK J J �_ . w �° BELOW STREAM BED W W c0 (o H O co w le_i w 10+00 10+50 11 +00 11 +50 12+00 12+00 9 11 hol, ai A m 169, 1 0-m obloi womct I CASING INSTALLATION NOTE: CONTRACTOR TO FIELD VERIFY THE SURVEY INFORMATION FOR EXISTING MH-Westhall-10-1 AND MH-Parkside-Vil-1-9 PRIOR TO INSTALLATION OF THE CASING. THE CARRIER PIPE SHALL BE DUCTILE IRON AND SHALL BE SUPPORTED WITH STEEL CASING SPACERS, SEE ACSA DETAIL "SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS." 635 635 C2 630 � PRO OSEDG D STA:12+55.21 RIM: 616.23 INV IN. 607.24 TO C3 INV OUT. 607.04 TO Cl 625 625 j { C3-DOGHOUSI STA:12+96.67 Cl RIM:616.00 STA:10+28.31 EX. INV IN. 6( INV OUT. 607. RIM:610.57 INV IN. 605.92 TO C2 EX MH-ParksideVil-1-9 EXISTI G GRAD 615 ! 615 'ARKSIDEVIL-1-9 STA: 10+00.00 610.38 RIM: IN. 603.48 TO Cl_ 190' OF 30' STEED CAST G <. INV IN. 603.48 0.25" MINIMI M WALL THI'aKNESS 610 INV OUT. 603.28 i F///KC!2!-C1 605 605 C C S A 10+32 STA 12+2 CL 50 1- X OCIP S-9 37. 46 LF ®00.. CL 50 DIP 6U0 600 24}.31 LF 0 9.21% 10" CL 50 DIP 222.90 LF 0 0.50% 598 598 W CO r N JW W W 06 Lo Cd W Q � N cg tD lL 10+00 10+50 11+00 11+5U 7ztuu IztOV 10Tvv IJT4+.J : MANHOLE )7.65 45 TO C2 :-m 655 STR: 90 65Q VDOT STD. DI-3B8; L=8' STA. 11 +82.45 TP=634.46 INV IN: 624.10 TO 92 INV OUT: 624.00 TO 88 645 STR: 88 VDOT STD. MH-1 STA. 10+66.95 TP=631.48 640 INV IN 621.10 TO 90 INV (3F 621.00 TO 635 MOR PROPOSED E -1 INV OJT. 619.00 VDOT E -1 CLASS I FTIPRAP 1 A9. 2=1 625 =10' =2.5' 620 615 612 r ��� • *t it ' . STR: 94 VDOT STD. DI-388; L=12' STA. 13+57.18 TP=641.97' INV IN: 634.20 TO 94B INV IN: 634.20 TO 96 INV OUT: 634.10 TO 92 STR: 92 VDOT STD. DI-3BB; L=8' STA. 12+23.22 TP=634.78 INV IN: 626.00 TO 94 INV OUT: 625.90 TO 90. (1.4' 22" v.,�GQ� 6Ob,o.40 STR: 96 VDOT STD. MH-1 STA. 15+27.40 TP=651.34 INV IN: 643.10 TO 98 INV OUT: 643.00 TO 94 H PE PI E MAY 3E USE IN LIE OFA RCP P PE. EX EPT HERE S PECIFI ALLY OTED N THE ROFIL S. STIR: 98 VDOT STD. DI-3I3; L=8' STR:100 "�H STA. 16+22.44 VDOT STD. DI-3B; L=1 TP=654.90 STA. 16+74.80 INV IN: 647.56 TO 100 TP=655.37+ INV OUT: 647.46 TO 96 INV OUT: 647.91 TO 91 C0 SCOTT R. COLLINS� T-) No. 35791 � 660 (a �SSrONAL��� z W _ w �a 655 W V) Z J 0 0 4- PI OPOSE 8" CL. ROP SED 12" L. ° 52DIP /L S DIP W/L (1c (2. W/L DRNG) .2' -DR G� - - u 99 97 I _H 645 Apt �g 15" RCP III - W v �*� F 52.36 LF 0 0.66% O� E L 640 o�a�g U 8 w Z � aQ tai pa � a o o ❑ a 0 z 00. o Lu a w w IV NOTE; -HOWEVER- PER 2016 ROAD & BRIDGE SPEcIFICARONS SE11770N 2 2 FOR S ECIFICA TONS FOA THE US OF RC AND H PE PIPE MA7FRIA S, CON CTOR MAY SELECT A VD T APPRC VED MAIERIAL WFH P RbQC GKFILL R OVER T BE P OWDED. A STORM IPES MU M 1MUM 0 2' CO 2, AlL ROAD AY EMB NKMENT MATERIA SHALL CONSIST PREDOMINANTLY OF SOIL (N MUCK, ROZEN ATERIAL ROOTS, SOD, UNIFORM LAYERS NOT t MORF_ 7NAN 8 INCHES I THICKNESS BEF RE C MPACTI OVER E EN11 E ROAD ED ARE IN AC RDANC Wt7H OT 2016 ROAD A D BRID SPECI CA77ON 03.04. A S tis_-._ M XIMUM RY DINTY IS 1FRM1N D BY A TM D694. M IMUM 3 5' OFER MU T BE NTAINED OVER TER MA S A D SANI RY SEWFR MAIN . FORM -SE AlD 1. 5' SEPAR 77-FROM-S 0N B 7WEEN do SA I TARY EWER M ST B PRO VIDi D. 6. OT STD. IS- F IA T SHAPI G REDU RED ON ALL STO M 7. RU6RJRf OT STD 5. L-1 SA TY SLA REQUt D WHEAT DROP aREATER THAN 1 ' (NO SL 1 ON 54 NITARY HS). 8. P E DUCTI IRON ATERLIN S SHALL BE MAPPED IN 0, 1CH WILL BE TES D AND iNSPEC D DURIN 7HE C NS7RUC ION PI OCESS 9. Hl PE PIPE SHALL E INST,4 LED AND BACKFIL ED IN A CORDA CE E STON BACKF! AN1.1- MA7ER REOUN& AL A5 4E4TS:-- R TOUIRED AND SHI TOR SHA LL INST U A D BACK LL THE 1PES T ENSURE PROPS COMPA 71ON AROUND PIPES ND PR VENT CRUSHING R DEFO ING THESTORM L PIPES 10. CON7R 4 CTOR S ALL CLE AN AND WDEO CAMERA A A TER CO STRUC77 N IS COi 4PLETE, ND PRO 4DE 7HEfE VIDE S TO OYVNE AND FOR CER FICA77ON 635 W W CL ce li fn N 0 0 U 0 L 0 Q ( o 630 z ca � 0 :F. 625 U Lu cc Go CIO -4 'p S✓ 6 20 °' N .�-t N d' trP ._-i N p ai 615 612 a IN 0 ('f N7 N N C7 N Lo 0 w C7 00 ��d' Co 0d d d4. tj Lr) a CD CQ t0 ( CD to , f a w 10+50 11 +00 11 +5fl 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+0017+25 d��' CL 10+00 .° Nm R s.00 - OUT `� Lu �T N 0 � .1 VERTICAL SCALE u" ° � 5 0 2.5 5 10 j 210 +' �/ 0 STR: F62 `8- VOOT STD. 0I-3C; L=8' STR: EX F58 W J � o STA. 11 +26.89 STR: F60 TP=630.40 FINV VDOT STD. DI-3CC; L=8' OUT. 623.33 STA. 10+86.82 TP=630.40 INV IN: 622.92 TO F62 INV IN: 622.92 TO EX F58 660 INV OUT: 615.00 TO 630 PI ZOPOSEC12" CL. 2 DIP IV& (1 3' W/L DRNG) 625 625 Ffi1 15" RCP III 620 40.07 LF 4 1.02%' 615 615 INV. 10.00 610 610 15" RCP III 48.62 LF 0 10.28% 605 605 602 602 C7 W Li a p (o CD O (.0 CV c1i Q 10+50 11 +00 11 +0011 + /0 STR F62- OUT 635 TO F60 STR: F60 VDOT STD. DI-3CC; L=8' STA. 10+86.82 TP=630.40 VDOT STD. DI-30; L=6 STA. 10+83.76 { IN FEET) TP=631.54 1 inch = 5 ft. INV IN: 624.40 TO EX F58B INV OUT: 624.30 TO F60 HORIZONTAL SCALE -I > W f- W J s 0 F_ �` o INV IN: 622.92 TO F62 50 0 25 50 100 INV IN: 622.92 TO EX F58 630 INV OUT: 615.00 TO 4 r 1 LE PLANT SCHEDULE U SYM L BOTANICAL N NAME COMMON 9ZE CANOPY is} TOTAL S ITE QUANTITY1 COVERAGE TREES Q P OUERCUS PAL USTRIS PIN OAK If 21 2 cal. / 143 63 9,009 TOTAL CANOPY I 9,009 Landscape Notes .. ,- - ,, ,, :,. : �: y > ! yY Yr �•' 1 / \' '. ! . -, .ice/ .. 1 s 11 k T� / Nay{'t {y t i �/ .j' 44a • 8 ,• // f I Y '' ­ t -`. '' YY Y / l' k• :j. l YP I , , ''' d~~ ,f' t•'' r .\ 11 a� _ .� / zo 8F Y 11 ! \` ,r •Ofi yy !! z Q D� ,�. _ r, •a. Y . , Y ; .. �.,: u�'.•: k � - � 'CQTT R. COLLINSZ / 2'• t r :%'. /'t ` l^ 7 �. _� ~a. o. N 35 91 :f :\'' V 7 ,� ,Y ~\ YY a r/ p i^`A ��\ •1• ,* \. a / ? Y ti q 4 1• i. b 1. f 2 t .� �Lr s ar /// '1 1 �\ 1 c� " �� z /. d' �4 ' .s _ �:\ I � Q �\v i L NA w k. ' Y j w tV "e Z 1 t'. _ - S. ._ C9 :\ W :. \�•" w F: , • . 4 `t/ . 1 R h •J. 3,: 1T LINE E -` z T PROPERTY S CONSTRUCTION A • ��" '';:� END CON TR �. :\ \Y 6 TA 1 6 J r 9 9.77i 3 O O E �`1 1 D o REMAIN OUTSID E P SCHEDULE T G AN TREES � ' • s • AS ' UT10N A � • , " � 0 USE EX TREME CARE AND CA 0 AC OR T � � C NTR T • • B ER OF CONSTRUCTION.... S LIMITS,�'���•�:••:�.:�'•�;�-•:. � ~~ S RVES A.. .,..• .,• ... ... .. .:. PROPERTY LINE E• �.. PR..t LIMITS OF CONSTRUCTION. ' ' :r /" 0 5 Y;p�p '., 4 -'p � Y \\j �- n �. .\ ®M LIZA _ EXISTING TRE ES. PRIOR T OBI TION ' • .�' D IPLINE OF .- � U WITHIN R STORAG E SHALL OC CUR R OR :'� EQUIPMENT ',.• r �.... NO UC110N E •`\ to s :'' o _ 0 CT10N EFFORTS. ALL TREE •a'-'"•:��':�.�'•�.�•::':•':�.':•''. •:;•::•• �- .::•� ..•.•''�� .•:• ' ...:•':� .:••.••.'.. ' ::•\:;•'.'::�•.' R SHALL CONTACT LANDSCAPE ARCHITECT LA TO DISCUSS TREE PR TE CONTRACTOR { r•, BEFORE ANY CONSTRUCTION ACTIVITIES \' ! En o O CON EASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST B ...<•;•..;•:;• • :.>; ., ..-.. .. � �• '., °�, PR TE Tl M :'\ :' �, O MONITOR (LA) FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE Y ..,• ,`''° ,/ \, SHALL TAKE PLACE ON -SITE. CONTRACTOR T M % Y " ` . `, ° ,/ �•� \ _ 4 J ,,- z / / i ARBORIST IF ANY OCCUR. •�: \�.-•' -�-' s a r! '.%' w 41 irx' _ f- BO HOURS IN ADVANC E OF ANY CONSTRUCTION AND/OR TREE ARBORIST 48 ,. 0 FY LANDSCAPE ARCHITECT~ -• CONTRACTO R TO N Tlr- .S'• • ti `\ 'O _ N BE REPLACED IN ~\ � 0 MEASURES SHALL E OTECTI N M, ALL TR E PR.+ E /LIRE..� Y 0 C1TON AS'i •� TREE PR TE M/_ '` NEEDED WIT HIN ANY�'. �\ •'�.•. ,.� ,�°"' CT1ViTY N� w t \ O .tea t f �\ to E7(iS G TREES s • _ 12 PA J �' F \ m THIN D PLINE OF TIN R SHALL BE DONE WI RI • � •�.'' ��••:•a:•:•'••'•I�:�''•':.': D.NOWOK ` LETS•''�,'••�."�•'�:•':�♦"'•:•'�•''�,:'':�:�. ORIGINAL LOCATION ONCE WORK HAS BEEN COMP ,I:::';> ,::: �... / 4 - + '� J'f a CHITECT PRIOR TO WORK. \.:•:. _ " Y' ,%' t0 LESS APPROVED BY TREE ARBORIST OR LANDSCAPE AR - \ �. 4 Y• 't ' /t • f yf i �.w \ y i �V Y � 2 Lu N f/ ! \ TREE PROTECTION ti s G TREE OR TR R7.7 0 THE DRIP LINE OF AN Y EXISTING TR �..• , , . . CONTRACTOR WITHIN \ .,.ti . B PERFORME D BY THE N AL L WORK TO E c 4 '' e O E EXISTING TREES. THE '':\• ..:'�-'1\:••���••:�•:�.•;•�:•;:�:'• �'"\ *, t \ E AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE T THE • ,• • • • , , • .. \, , . , _ 'Y _ ❑ B �S€-9---- f ca t- B HAND. LARGER AREAS TO E _ E DRI LI E SHALL BE DONE Y � � ALL AREAS WITHIN 1H P N ' o \ J � o PREFERRED METHOD FOR GRADING SM •.:'\ - ~� .�'''• w a H ¢ F- J ❑ \ i BOBCAT ACT HOE. CONTRA CTOR TO DISCUSS METHO DS OF GRADING WORK WITH \ M ❑ GRADED MAY BE DONE WITH A SMALL ,Y -.,, • , t o z r � I ❑ D�U R a % : VE E o �' WITHIN DESIGNATED TREE �'AP /TR ANY SUCH WORK WI N\'�'�.,�'••=�''••:�"''�•••��'•�' � LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCINGA .� . :•y- �, �R \•. \ � , .o N > f- w 3 + CONSTRUCTION .+ J� E ❑ w ❑ • : Y to Ua EXISTING DRIPUNES. !' �� :: _ `\ .x w PROTECTION AREAS OR WITHIN !' \•: �•\ �%' .•� . /` / \ r ❑ �;� a NUE .�•! E (VA E i °Yrt EAST R n ¢ :l''' `y' /'y Y R _ \ ' ' •,, �Ly to 1 ! 0'. ' r 1 a •s'' z O 0 1 it ALL PLANTS HAVING A QUANTITY GREATER THAN ONE 1 SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE a ' ` :: :';::;;\ , • " ` 4 ; 4 " a� ' f"/ U z a (PER SPECIESV.\ ''' : z6QP \ 41 0 -� -. ��, to = o �- > in ' BEFORE ANY SUBSTITUTIONS OR CHANGES, ' 1 CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, ° . ' ", ' ' ` ,1f' IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED . . Y , `a ', Y .;�.,'' � / - - , •,' " 1 \' \ �.:. J J\ \ \ / °w a + �' \ . f ❑ " BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS, \; '� ' ~ t 48a, " ,.: • N \ \ '• �. , \` ' \ t 1� uwi w w v �`, c C ITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER r4 6•' ' i., n (�� `` + �' ! EXISTING PLATTED'f�QW S' \ j 1 '� H z o ' i ( � V LANDSCAPE AR H _ ! R EASTERN AVENU TO (:? \ Q INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO DELIVERY. \ 'Y� ". ` s\ \ \\ Z REVISED IF NECESSARY AFTER FINISHED GRADING. N� ! ACCOMODAT Enid EQ ( �, `•, - \ \ \\,"\\ \ ' o PLANT LOCATIONS TO BE REEVALUATED AND . , '~ µ�*-`.' �- ¢ f ' ! ROADWAY SE N '� = - � ' �' �J 1 1 \ . U MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED j / *`f` * / `„ . 1 \ j I �� � �r,,� � l , � TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED - ,, �; +,• ! ! l r IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. ` / � � `' "\ \ Z / (\ CF CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT UST AND REPORT ANY DISCREPANCIES TO THE / # ,'' , j /! \ f y e� o 41 LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. / Y� :< .k.. / \ N \ } } :''j �` ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. / z -0 \ `"+ \, f %% f� r` r \ -- ,,\ /'' ' f fir' 1 '�d�" 's^ f "\\ Luc0 tXl [O L \� / F f/ f \ �/ X \ ��/ ! ! / / - ,r �,o //' t•�!'/�! 11 / � -11 I Eq ;2 ; � N n o�p E ' .J' / d _ APPROVED-8rUNDE �..4; - %/ }� /% ,q 41 ,� ,, f ::- r `' .; -1 ,/ / / I/ / r - ---_ TH I LL CROSSING ��,,,.t �,�*.., ' .> "...., , � ;' ./```� ___ z -, / . ".. .. - , , ,.'. -,-.,.,. . ___ _,:�-, ___� �­ -,-- __� '. . - �..�- \ / . \ I" 1­1 (,/- / / /1' / / � '.I.'.,. _ I'l, _______�>_' � - I - ... � ) ! .. N ,-\\ \ \ I--,' L9 . 0 --Ij ____ �, --�.,;�_ �-. � 11 .r- /, z - a / / ,� . --- ___ __ ___ - - -, ,�-%,,_ I \ -_ ___�' lf� / -...--.-.� -__ - _� - -, 1. \ z "I-, , IT I / .1 / .117f ._.,.,-'.,*-.`,.-,.. .�... -__ .---- __ ._� __ --- - _,., - '.. L� �, . w �._ - , ,,�,,. � - ___ I'-- , ( .% � 1�1 0_1� ( � _-- � � � I ( � ... ,�, � _.� - __ \ �m-, T_ > `\ I \` - _ _ -- - �-'-,' Conservation Plan Notes: e r I'.• j *1,11 nr a1� mx I in } z "' 0 ,�'" {:osucrvufiouAlpP CtfgcWtst F"o.I,;e glncc4all;�a,sLuape:t'l,inS i Cti •.--^"` /„^.�. ^••, �',^�"'" ,,.�, .' (HuuJbµ°ly PP III-M 11097 fal rompl2le apeerCicpliUnsj Z t I \ ti.. _._..._ '`. f/` ' 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR 1 T, �„°„t..;l<n,,,,,n„h.,�,,;.°n,heo,ll.. � z � :: / ( 4 \ \ - 4 " ;:.::: ___ --- -� r'' H ) RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND � T,c�,uD�.ye� 0) w t i -'- - -- - '� DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY r� Li tsefcl anut:(rnsad diiF.R.-ftrecstowSq & N o �r // /'--^, y ��"�• `"`•- x : ,•,,.- .•.- �.-� `�~ / '" '� /'� THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING Lcsaaouandrya<eepr�,«.dr�n L_ ! ,,-----\ \ q \ � \ '^. .- ....m - ._�� �`/ El G,'aAacicu,,vnaregvi,i trek Lxe4n eraLnlla. 4 C 1 T f } \ \ 5 - -, s __�"--- r DEPARTMENT. la P,[I ��Ihm h;�;irtt.»Iel;,, t�rF'uau h, i'4cie�.,Jvvi & pp�� a- / 1� k ```-'^•._ 1 � Ir /f - VEHICULAR TRAFFIC AND THE STORAGE OF CONSTRUCTION y' E y \ .: 2. HEAVY EQUIPMENT, `_-- El, All U= t�.t?e lks',d. Al1Ilt b, ntIWkttl W,th4 p iat cr ri6M}tat,s Ii, eat cl{Oy,:vis blfl t>?.z�uguuilt.9IiI itiVgm � O _­\ 11 _ -._� _____ � ,/ . I--- MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF KI Ki�v.;hl�,m,llr.."r;,,,°,ut;,l,.,k.,n,rti„g1,;,,e:�,,,,T.r<IK,l.,a,ypah�Ihrv.n,wsiv,,�,,. z 0 '\ I; $ \\ '-. � � ;.;.:j�:. •.. ---.-.� // :' �", - `',A TREES TO BE PRESERVED AND PROTECTED, s: r[d ,-I',e„<aa,ya,tre,er�< N o x -.-- �' O - v. \ ._ f -- f \ 3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWATER T1eap,e ' °heron!,nColzcllennxaxuttssnkuvar7<,w�;mth°�°mraxor.°nit<. J � - _ ��_ _ - -._ / ,!-' '�' / S HAT THEY SHALL. tnn,suento�e ,tunnnd5taknse. _ \ O S SHALL BE COORDINATED UCH T -,\ _ _ �' // .. k \ MANAGEMENT FACILITIES LOCATI N v .e-."A. Y y``•V „' -„� :`� -.. .._.-,,, / /, /f./ `:.�. 1..{� .k7 I[eaL �Ntp�ueuC valucularIISilxo:aud�em^or erccsutnxrinn mateewls'inclvdw,,; soik s[ialf uctl�<Feluuhe•3 iti,tiin tl,a dripliues: of+lees /'�1 � n _ :.': ; / / :• NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. tnn sued ii 1 $ 4 1 F _° d YI 4 T) r 11 n prk -1� ` \ -� _ __„� _ ,. ' /f 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF ff. s,�t,aOi , �pz,,,a(,;;1.,,l�,,,lv,,ir�,{t,�,4,1: ,.� L W1' o .;. `'� \ \\ 'x x,' ---_ �,_- -� �,,d � 7/ / ! �,t\ TREES TO BE PRESERVED AND PROTECTED. < . /J � '�'4,, '°~+' s ----I_ 1 \ ^M''•••"� „ ~ f/ "\ 4 Fit�,nn,n„lftcm,illa4n'iilrinI tA'I fca.:f,thc;Gipliru:..tC h.a:.'t f:, lfi::asv::t: 6® d k �) � \ � \ �- _„� ,�"_ �,,�' � / .'. � 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE ` , _ - JJ( DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I. 113, T ra,erTa � EL N '*...,_. --� .~---.... S/ �._,.._, ...\, �`". >.s wa" 7 �. Tc^tia uw,aials. sUalt act lw.stcrtdarirliiu U.•('k<t:aftha:driplint ofrte<s.ta to oavcd. W ` , .""-- .. .. .. N. yrpfzcrivu Fanc6s: ~ ` � -' I : / ... 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING �, % . , I �, ,::.:' "- d D INSPECTED AND APPROVED BY THE 2 xr,v-,6 r� h�u,:fvscrap:yA-edb�nl,,k%Qr;�rraetivIty&W:bcw,t-,�icdb--i�,x .� < v - y . ` " H � 1 \ �� � S BEEN INSTALLED BY THE CONTRACTOR AN w f .� �,,, , � r .• _ :.: .: •' •` ~^'`"""•• _:' } �r +� i i 1 \ �, \ '�:;. �-reuwngsh�ll l`eiu➢tic-Y.uud'si,a111ye u,�5li�c[td'a.Iitl aYl,R'kph}.uCctuu}-liiipect4A',lt'irpot,?dine er ccu5nvcliou,. L . , ti -___. -- I HAS :� COUNTY ENGINEERING DEPARTMENT. • o .w.. ... ` i i - �r.�.....- - �.,"`y t .. •, .,:. ... ::•:••: \ \••. `•. \,..._� 9. 1raa Vk eltr a t 1 _� -`-, � � 1 1 1 f ISM Wlt-?Le tovndleytl.umst6nrais�ritwa itl,*drti IyleofatiGltc6esa ,ed &t� ?w,pIL i,alltmraEidadutl�.stii;uueti..[.det47: /> ' `:\h` � \ \ ; ::.'.'_ ' : / _ I mo, j / \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, Snb,iilucdfraspp,q)aw Y Y ( /) _c \ I , ✓ /` / - TELEPHONE, �..�/ 0 o ~ ~ . . t -•.,._ \ \' CABLE, ,. • .•.••, � - ^. ',, to r,<ea•aa� , _ 1 -. ,� \. ": PROTECTION OR B YOND THELILIMITSROFCLEARING,STHE SEPARATION FROMTHE�;.-,,T.p:a.b.tb°nsvi;ic-4n'1 h„u3in,dla1 W Y �{� ~ °' ,••� \ \ ,,. •--•.,�` ::.:: .:••'• - : /' f}J R R'hcn ,hc rulldl<>cin>S•,:k�lsw.•.St}!.l w,thu, .k,.s,Jnlit4,.u•n!n,s 4. ... wtn l.,..l ... h. ls.. 1. P... _t,. .c4 [F, ... .s._. ' t .' i ` � t t __ TREE PROTEC !--�- 'Y.~~-\ \ \ / .� I ,+F _.__.- �; TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE, s,aa,;gtedrnrat ;xJ, �... W �, ^ �, .' TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT a \ \ ;\ x:' `� EE 0 BE P ESERVED 47 F.n,Im aF ett�� �'rYY '�� t SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TR S T R �]: �T< n• a t3 < lsm�t;ofa=a n lt,haltce.a�ucsan'avtn:,henw�,ot'nealNo:�v�a:'rnunl�. ✓ " TRENCHING WILL SIGNIFICA t.<�.. s "� ~' `. *„ k9 /1 ` \ '� /-..�.-.-^' \ ' ,ti,da'.el.aar.ace'skiulr60 considercdas�nu�b:rnailve.wli:nit is w.ticipatedlitatlR'+xla:snly''treaemg wiff dcsve4 feed's f°cii. \\ / _ 4 AND PROTECTED. J S N -__ . °i J ��,Y% ti $� l �`� _-',' '�~ -- 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE �t imiztd,•efewng,n�ln.me �t t� lr .'«l.da �r e airlean P. ' :. \ �\ J •,'°gyp; . 'I,- ', '` PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH „rs.t ~ « Y Y , Y '`�.,, �-., ,,- �, '• .... .• :::' : •'. x : � �..� t ,.:,,y„ •• ' � \ \ �. "`"' THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR I� t:s•.,�.I..L•tx;h;�l�.l,L�,.a,,,,,,t>afiHlayhxFw;K;t«nr;;:t;,,nr„',;�,~:.:m,�lt;.t„�.,a,,,� .1�;Ihat<��:,I,.�Hry� o ~ i. `. °. °. ` �* ' •• x • Y11 r : / y; , a_. , `-.. SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE ,�Tc,, ,�T„,,Fvf,,arn�,4rsrssr.ontitaltm rcy:c�vrgR.�Scrtr:ntecl]nrl3carf�it�nTx�F:Ca s�Ry;1TlY z < ( Q \ _ _ ✓" \ \ i .. ,.• \ �� SPECIALIST. *tEQElKLmr;vxs. = u 0 (D f , Y _11 \ * , - - >_ 'A ".. ` ` ` ti,, 1```A \ �� ! ' '4 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE 1olstlr 1 °' Y~~` 'YY • �' `` - �� \ o t , _.-_ SERVED AND PROTECTED SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON tT,4� t 14c. ILI (tsA,tx> �j s' �.`6 -, �°. -' ;. �\ \ PRE t 1 �../ o ~ "~ _- e-� �y 4 '. �`w ' '; . \ \ r \ ~- -,\. \ ,. �. BAR EVERY 18 OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12 DEEP AND �/ , Y Y p _ _ Y Y . Y , ` Y 'o•..,, . . -.,tn ~ . '-,. ..".'�•• - _- '` 4QXA'kLti;L'P k4Kt,ti:/.Sk15.9r(;rV.1[4�Tih; - - (U,t;rif) Y �� . '`r. •,,,� - -w. MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED W 1 a O w \ _ __ _ __ \ , 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION �- P-4 (__ E .. • ° `-• ~° -..`, ' Y � `y�> ` f' �- `� LLY`' y", - \y I �_R ` �` ` \ CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. 5 � I- " , �' _ _ ca °� ~ . r �\ .. V 1 W z ^ �. ' �r/~(Y/,« ��.Cr'a per` .r'" - --'" FENCING .AND.: AR�laRI11TG t t nIL ~ Y Y 1. ` ' s, � , �. - °Y Y Y~ - ' emu'* ~ w ` C��, _ 11 I Z .0 cy. h - fgFa Y' - n , ' _ l -- �- . Qrksi\ i \ ; ~>,`e `� y> ti _ s �� t ( ` VVI il `y� / f t{� .. •s w '" C� �\.,_ - --'-'\ OR6'. IJtiE. I _ _ _ _ l Q e �� _- o • ~ . .�, �% .. �' `". ~ .�. ;:txx. �''" -c--^--'-�•-•-'�~ st, FENCE I -'-, _.,_I -- --_ TREF GUYING DE � AI_ CONSISTS i a) -, •. 1~ nd --I ,_ ----• ( _ f= 2 GL'YS.Sc7 1J0° AI?OUfl i (w T Q mmi "'� ',� `'-"'_ -`..� / ;� PI: N "UPHILL" "IDt '+� i \. f° -1 .-• f�- -� LANE . U I O r _ - l i - N L. / aa. I /' t ...'�- ` n .� ` `- ';:`,''•'. .... -- / -- _ l -F=Fi I' If? E' ,-A: IN DETAIL Q u +gyp _ ^•„` �- fp Ri=FER TO TREE imi /1 > �h\� / \. _- t I STAKING DPTAII ��_ I U . 4 :::.. ..� - •' :;' :' ' :: ^-• '`.'_ -�-, /.nw.. E yrlw. �` ��. -'- OM'�ACT EXCAVATED SOIL (�TJ7 x / .. _ """r✓" o! .`.••..,, ` TO FORM ROO-RAL I PIT � i,� `'_:�,.,, .^- \% ` " 0�0--. . SCE i, FPJTIRf. ARCA "Ci BC ( 3`l // ON DOYV PENILE SIDE CP TREE �..I / - �� `- -� tMt( TRENCH EDGE AROUND / / \� -'', 0 _ - ✓ ` - CORD FENCE NULCHED Y 0 r•'�"•r• .,, ^, '�••1. , - TRENCH E_ G= AROJND tv �,,� +�"""►• / �\ a ._ -vt&II etrGE c f\\'' �e ` / ENMULCHEDIRAREA TO 9E • ,... NZ 1 \ --._-_ --- --- _�\, ---- . RF. ER TO ROOTBALL PIT I , --, •-\ `_ -- \ CORRECT METHODS .OF :'TREE. FENCING ;�.��, D�raL ;��: �� / _� /�::• REFER TO ROOTBALL PIT = r--1-1 1. \ \ /- i / I to 4 / , r � DET• {L 1 a _ :: ./ 1./` \ - E .r r \ \ % _ + \ F'. t \ \ I \ v �3ALL 0. ' RO �� R• T _ / �0 BALI i / r 'r \, / I f. I O l / r �\ � r / ;, r \ w r. :� /` / \ �•�, \_ -Lu `----- _ S _ - �- __ /// // . ;/i.�/./ ;/, /, r/�i�11fi '%r. \� \ ; \ , � =%cam , \ \ %\� \�, 00\���\ . //.. rY. _ ,.. 1, /. //i . /r,: o ` �. .`i - _.'" ti:'"\� o __ �. NOTES: NOTES: JOB NO. w .,�±+:r'... ` :.-:.:,:- .;`:: .. __ _ .,,,�.- _tea-..; "",•„,, _ i _�` 112066 ..:,,,,44 t r ""- -_- ,,,gF-••� ~`�"'.,,'"O.,-•�..,.,�, S ` ^=_T TREE PLUMO F`-iIC•3--0 STAKING. t SET T4GE PUJff'3 PROP, i0 STAKING i D SCALE - -_ PHIC _ RA\ -�� �^ u : r t _ •n o r' N BRANCHES AND __ _ i c• 4 A P.R KCN �l.N }Co 1tJD 2. ALL PHtNINC 1S RtS1HiGIEL' lU IYst ..LN�VA_ OF LEAD AND BROKE >> AEI. PRUPdItJU iS ZEuI,ICrEU TO THE REMOVAL OF DEAD NO 0 D ----. c n , '^1! LANDSCAPE ARCHITECT j - T Hn__ BE Eif RAC G idDER THE SUPt�ll�l .. O- .HE L 1D C E 50 0 2 50 100 t 200 ` \ yK `�- ' TM ^-A \ _: -1 �` j M+MM ^<.SiAl_ BE PERiORMeD UNt�F.r THE SJPERVIuION F 'fHE :ANDS•^.APE ARCH IE_ 0 E V i SCALE a ' .,\ .,,,__ CORRECT 1.TRUNK 'ARMORING jr- r 0 T _ - `T--- � -" I --- �� - --- '� "" I., TREE PLANTING z TREE PLANTING ON SLOPE �;% I 1 -S� mm"/ -` ___-�WESTLAKE HILLS PHASE I ROAD PLAN \ \ �� :._- _ - .. GULAR BOARR FENCE SECTION N.T.S. 12 SECTION T N.T.S. D. TRIAN { IN FEE ) "SUBMITTED BY COLLINS ENGINEERING `�... � ',. - `""� � 1.12 I � � W SHEET NQ. L � / I/ ,,./ / / . - - � 1 inch = 0 ft. END CONSTRUCTION STA 2T+5$.18; ELEV. &31FE .65a;� \ �\ `.\ \ �.,, " " -- �` \ 5gurce . Va.=Dswc Plate 3.3$ 2 s _ _ ` , �. ti -- - - -- PROM R $TATEMENT FOOMLLS CROSSING Date: januazy 3, 2017 , Y - ZMA #; 201,6705 oo- 05-1CO, Tax MAP VarctA#A. 056AMI-00-06200.� 05600-. 00- 00,06.100, and 0561<0-00-.00-00DA2 (the Ovym�r(s)of Record: Route.240 Hdldiaj�s LLC-'Edmu4dj. Daily, Cluistopher D4 y &Cynthia Daily.1jiCarlia; �Wutp, 24QJLC�and Foothills Ckos-Ong, mc. -4, 2.1-3 'vs,f iat X) to R6 OJO.-awo to.;,44g-,a aq mra R2 Resident: - no Total 4rid Atm 37,93 a"ts The. term., r�fj.Kpn� I . � ., t t�c[.herei_ sbfl mean the ownex� of rv�ord and, succeisurs in intp.x , ts 56W_W_00.0;'�7W, 06KO-o". A. C�f P' PC. 4pa wil. i�p Vm: Ap 14.044.,0.. Fe'* A OX _�Vlt the A04ado'n ibcdlin Note.13 ofrlae.Applicadon, Plar-6. t p Th I.,� 662 . pesradd =,=um numbe of uaits do dexxibed in. pplicad F n. d e-, -ih twilti. qqj��jectj oftheA 0a la b1i' mm(�as.described orlerir;: AO."W"OX �24_ Ps . . . d iu Note 9 of the Application Plan. Averitle Conaector.Road and k. P0.1 A trip bf kov j11dgdSUe,er,,-W tre xiec 'i't -ad' don :a, YkAbLe from the street, th opea.-S, CP�V 99 Pag�. !� 0�0 c9n"Is emWshed dby this, paragraph 613. At 1#�.st tbirty (W) (jays pll�qr to.The cy"Il4cx of an� in teres . t any -For7!Rqit A ff4rdaWe Hou ing ljaic 4 Affordable Tem. the then-cbrrent,Ow er sad nq0fy die County 'in wdung of the wnveymce and provide the:_nAmq,. �ddtm and,.Wephovl; ouni1xi: of the 0.01ttildal e.tlW th r f this p=gpph 6.13(2)have beeli satisfl�d, D,"g thq..�Vfb:r �ble withiLli diir ty (30) &ys. of eAch xenw.:.ox I�mso term for_each Fior�Reqt.Affi.)rclabit Housing Urlit, the thmn­�ct=en� Owner,s W, pra-�.A_de:p the, 65unry Housing Offi,_t a rupy of thr teutal�,Qr lease.agreemot fox each m . Ch- L t0od:tbat -shiow�. die xCrItai XaLc for'such tirlit and the C 0� the r*.�,t;d'or least* ameenieat�. Irt additioii, d4ring the Affordable Term the tbea-c=ent Ow , u . e r �-,hak pro-vidu to, t4e County, if requesm-d, ;mi.v reports, copies 's �Othq data pertmaing.'to rental rates ai the Cwnq- may. )XIeltse or reasoilably requi re. C� r A 'fbtttabjt� EhvelWw LIE&% In lieu of coustructing Fat -sale ,a Q the tottl imm er _R, FOX J�ftc Uwks, the: wimr 1,ms,�the opti to Albeistarle County, foxa.the 1 At, tpF Twalty-Your'17immand and Tl)rceflundied 4.. e arrioutz S . ayelity Fivt: Dollais ble J­ oqsing Cash.Rmffer') for e 6h 3ulth . (� ? Thp� to -A be. bAse QP untyas noted above sh the tvW awiibtr ofaffbijaW talits bt&t in 1he Plojc��L �71. lcost Indm th r 0iWb I d' d id, until paid, to reffe t �ipffjacrtase eq .. Wsx!� and, Swift Building Co st Index fSl'� Aio'! 4P.Mg.".. !4 71 os w! t, b fr,!Ltion, 6 nux", ibL toi �a� yok. the ky C.I. a I mt�W*- -the Aot*na49. 4J."p4lawnc sh.4 be$ 66i!; '11S i M j/' J% 3,1 2 0. 17 ge- q awin., o d U; precq on It: fomi4a 001��.� M, �ks P.roffez 7 (tht �P.m IMM '-poh Contribution f 4=-iiia fetjc�.d ip,.l ixlo�4!i ow, "K e 'd. by Tb r-asil e Qwner be less ih Smu A Thousand Three Hundred arld Thirty!Phr-e Doaarti�a , n V,19�teen deta che d dwetting and KY "MOM AnA 'Vour., inma 'An, � to ty S<wen I -s and 0�-Silmm Cents ($5,447.57) peF �Cm�le Eaniqy Air and-SeVeb TUW-4d d Niaety-One:Cents OR -,J, NingteenDoliars Al 9, 1 oull U11 ivo DOUAJ�s Z�V .0 p e; r a A T, eilp 6d 300tv U.. tin Mi i, r '1.8 --C we "Um.t. 5 mmwp. Tbo, An .4 -,C4 like. Proff 0., it rtlay be. lew, th C. . . 0 . _q 90f. Dml,,,.e,�'eil rbough 1, P"Id by the Owno- sball not be less than the N��oliit Ca,,h:CofiWb.vtkA) 4 tribuil, FbrxA��h� t4ih� t�o billoa that, is being paid in ioczenicnis, the pupaid itidetiriental 0ay-ments shA be cQxrc�pQudi...U&,Y �,;Ti I3ect twxr� page, 5 of K The Qxeenway ti:4 sy��ql.544 in de f. Wu a conAeptioq to: thi�-. ph-aw:o the Foothill CrQssin gs 1�*horhoocl.apd a coanecdon to Thelcadi proffo ..a - 4 condid fi th below have b. of tlie m pals s5t: gr.., be I k tc�Traa4 a I f y �eferebce 0. 7 Arid shallmot.cpntroj Q;�.gfferg �he:moA in yung r: taxenas:uu 0 0 an Pxqvj*ns� of pxoffm� d oW in The� Qw.ne.r ShAll. c;4�ioo to be..cons.tgucte , 4 tw�q jarto r the,generd location 01 the load b ldeutfA� o Pgrk Ridge 8w�ft ('Patk Ridge'.j "'a-Veme ��ctioe in de$i9D1i1Wid_1B:.ke �Wongj_qw evvi 4-9: '9# AAd. V%tg�p 1-a­�� IWO sh& be. conMuetedi 15641ded ui� oa,4� to� Y, tlk: Albe ri'=* 110' C"Ov d ty''t9ow. ervisors for acc'e'ptavibe into the P, of 960 "6b ay is, smie an -commeat ot tra io�,- -'6're 0). pxjbt io issuance m0he. j.6gd��y* F. 6f the a fter co'!'.i; �'M, M,. e,-, �,rb 0 46 f �Wpau 1i ih- t4i OW.ner _A.tpg, AM, 4�T th �O Aq� h �c Ya WaWl wrier .2. E"`te-'rU_,kV&j_ . ) . al, .49-Ay tie Gteettwat tails. construttiolij-, d D. ation of GregbAa�_Tiax ork. is t �m QuatV.-S !!Sign A Priaiti�e trait tietw �6usi tea d �;.taudardsfQx'a,ClassT- th G type .1 pkimiov&_61ture tr4.�hall be,esvablishe Nvid te� xeenway..' heirls of. the iiail shaft li6t, preclude the: fUtUTc;..WnV " M­ 10'a' 66' tra , to t Paved f�. staAdafdi.� The:g�aexaj. location,,,, tv, i�n­e,hv Applic4tion P44� however 0XActlia:d W-K c;9nditium imta$tLion of die trait netw :-W Yh) �C, A fika dw app-19yal of theiterld� (1( 0 for:u 5�ag. e y effing Upon -ffi(� reques� of, r1e County, but not �q tl�'W, tiance -of the feuth d�ti. the. C �h. proje�r: th,� Owa.�r shall care 5o, �.qprtty �rl easement, for:public. Paox to, dh-,i 2Q1An(Y_$ fPVC-4 thq_CQ1xe0.i1W.q "Atea, -as -shown, 01T:161� k* p 0AP 'o - d" 09 h. Z, Is ;n.m �:.o A h 8. Credit, For In --Mad ConWb us, otwithstanding the.ptovu.ioas of theseTtoffem.1Q..the coarrat t h CYWnx,§:01igaUo;1 to pay. C341 Gontdbutiorl� $hall aotcotatneace uadt the nurnber.:Of'to�isi.ltb...whic3j.,such.-C,,t$,h Qolltri�uti -4ppl�y have been completed Oat results in whatw0did h4ve"4�MA:wW Qioh:Coaxrl�udon eq A to the..'otal Valu-, of, i) Eastern Avenue, a,,nd relAteld. lmp' complkid by;,O, -pedestrian Tunriet and.p the Civic Space -npro_. On is.. the Cqmhbutiotl`�. The 0. ml;cts �Y 6.0 :the v*c of th iin rovements that the Owner d� imal-W-P4, a- d, vw, ese pro, M% 4,4 p C h thAt; for the benefit of the public. The Owner quite o pay any.p.er. uM t, as to i�ibutions unril the time of the issuance ofthe b_, tilklin' 6� 'Applying The credits fot,tb t h th .�quipleted prior to tht. Umce of th ki .. ..... p ig pole''. m ofthe hn-kidd Conuibution may not be�4"Ued-,,&faq:oA4 qpAn Pagp O.Of 8 ao�ess for utilities and UlaillIqlanqe, pla ��144.4 i tj reel. t he Q !�, �ue*'vu. �e de&4�wd and shall beq a notation: cl een%r dedicated fo� 4 ayxe�. is pub4� use. lf�, i the. tii�e e i�l Gx�e�qwy� �apy paxt �of at punt t4e Qx e a th4:. 11 S b on: plit�,��halt 9, 41W. t �ias. '6.(.bt.en ded.1cate&§y i­ :bc thin six -Montll 6� of such reqmest). ikt: Qwrler's. qo-s t�. S u tvpjed, pi moore: de dr, of easenimt 4 d B, Bike -and Pedestdan Tunnel at by VDOT a d th U ih :Mv bike axtd mo�:.to VpmEW Y 09XIVI e;1 T i . Add .) ;a 61 ._4 o �(bereiq -iftet'. A -it tt--, p"ses underneath I[ 'd: fi x W1 die 04 way PL*, e� EppW comp 1�.wd pnqx�:,tu m �e 09, app%(�N.,4 6f:th . q qth 'co, lot 'a, mil lamil �,Uan 4. �;m The 0wgex*qhalI,ptqvide not jess ofjjqid� the,Vr6j;dCt.fbr a Qivk.space 5. CAA Ptoffer for Capital 1xJipxov0rrieTi!4 Pkoje.�ts_� lbe Lgid d Owrier(s)- herebyppoff,#, Oiat e R rqp�;W s�all be in the, use and dev8opnient� 9f,th '&dohs lietein.� these pro it�p q1�qf9rP#1qP 4th dlei poff'orsan&.con. bove fRu s a all 'b' pth maY. -e'Oxl�_ Fe pmffe0,4nd:con!6ozis,made prior. hqeto- 41� an,.p 'gm and all'' W"E.3$ *e:f69Qwmg ,QWWRS. of T=. Map Pmet 0 m 0 Q-.057CO.& .0 .99rQ,6200: XM�ROTA:�� _p j?,arc-P! )UTE 240. uc I V. in te A rnpapy 1 u d tiabi tY CP By-. Date.. Pagp 7 of 8 6� A&Mabln Rousin The:Qwner shall jkovW affoKdable housin eq .1 Ut t.Q.50/ 9f thc-to m brr W W.. e, que. hundred (40) tot 04 *Mv �4g­ QF th eqi4, yi4en t, ue ;gqtA.. this Proffer 7 r. roll_ t.. meettl �-�a CdLal�.le housin .th_ - ._g U: th la'cqt�trl UtIonz,--as m ib d jn.. gh '4 �K' ore p- tic . 6x,.6Pond,6C.brjo­%v. Rousing, ,A- For�SAI&Affon-labte Ffousinv:UhitL,, R Wo.. I I ��-17 9�441 - .9 , �Unit (de ed btlow) shalL bta 41 dc *.0e, "For-Sale'Affordable. Y4Qu's­tW9,!1jWt`-$h 11.6-Awah", moxe tban Stay five 'p,oco4e , Of Vl%` ", MR' m at n6. D.A"Oopmt4l�": T M� h HDA?) r f4ts W. W ff e6l.." 1W 0%=6: shall piovide Elie Couitty.,Or iN 00499e(­� it ,a iq�iatif Oh, Tq y and prequalify' c1W -t-,W _-viumn ti pty (12q) `c s64.4o: �6e Owner ttia.r di 11 lv: av4lable & Inils-� fto-ft� ancy for. tbe. 4P.Plicable Prior 10 !q�gW: ::.. .�. : . . *o - Y. (90) f of the C�rdfica:w okbccup =W��abae u ih h: h 'Ho Ong UWt0fi*eXq0, 00 V1 -Vd-JiCb to Pr04vj Pt U , If -the County pya - ()Vs no;, Pr! himdt MT114'. (12 AT �4, Uring: e one ed. Wl lout Any,.Cesaic6o:-, oiii. atin �.o 6, .�8xi�conie fth P�trg as fs.� FokAttif Affordable Housink Ut ig, Rmtat.,R�tes. The initial net leat f0t oachlenw lidusing:urdt Poi non fur the. purposes of this VZ*ffitr �1:04 rd the die, sbaR..nat e cer bernar e County Fjo C�rl til PQ Y W q V", MAY fc,r ;�nh f.r 613 an t�tba 61_� rqnts. fog C A.10-W1.40MI.IP.. . .,:,. 1. . . v. mm"no ,va" . t �tbr s k. It Fibi�-& t M60* How"m oil, :t -d the �lU m it Ls teti. (fo(years46116v 0 c tsquallk Mg as�.W, Mers �a A; wwcheverxornes Em (t.h� "'Affordable Tem'�- any gest. All de�ds con dvring the A, Ct. F1p1j$l%U,rUtS ffor& ting that such uinit .iq sp �tp e a s-U. pm a�ra ih texr�sof diii b' -P. W d. tb C.0 any T-�Jpkv tv gy.eY.W.'e. 0. :q. U �0 i:l 0,,"M 0, X c.. PO4 �m A� i�aa0e: Teri, h-A cmtain 4.* im F W.- QWNER of TakMap Fawvl 056AMI-00-001ft- Aq V T 9:2 4 Qj.1 Ally Pa.10 a Of's e- TH Ix" e TH 0' "7"� pr"�� L11 V' SCOTT R. COLIINS�� 1-" No�. D35791 'c-, A. 0 tOINAL 'S z 0 7-1 zj _j _j 0 I I I I I I I I I 1'o C: V) U) (D L N Ak co CL x Q) Ui Z?� Q) z X m: _r_ 41 0 0 0 U 41 :3 z U) LU ca z Ln Uj z 91 Ef) 9 =) LL, M V) > R 0 U 0 W > C 0 ve (n rt, LU U1 nk 0 :3 Ce U L 0 W C3 W - - - - - - - - - - -- a U F 41 0 0 00 co Go vq E ik 41 0 L9 C JOB NO. 1120,66 SHEEr NO. 14 7',.4' aK TYPICAL CULVERT o o SECTION Contractor maybe required tp undercut approx 1 2' depending on field conditions., W 2,. Contractor shall.backf ll the entire active failure wedge. with VOOT 451. stone. € C The active failure wedge Is based on a 4O degree angle for the Iater,ai earth pressure. BOX CULVERT NOTES; ^< f, DESIGN 15 IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN $ ' SPECIFICATIONS LLB" .2; DESIGN LIVE LOAD = HL-93 3, DESIGN EARTH FILL = @' 4. MINIMUM CONCRETE STRENGTH FQR DESIGN, P'C = 5000PSI 0 2,8 DAYS,. 0 9, REINFORCING STEEL SHAE,L CONFORM TO ASTM A615 WITH A MINIMUM °.z YIELD STRENGTH, FY = 60KSL a3 6. MATERIALS AND MANUFAQTURING SHALL CONFORM TO ASTV C1577 REINFORCING ELEVATO t r1" g c K i TYPICAL tN NGWALL SECTION! WINCHEST R ?tt CAST 1: .� ;;Jr` 1Wl M1LUk'WDP1Ke jj 7 �.dgy wLtigiF47ER:'lA7*C4: STUART DAVID GORIfA ° etivdEN+ni sn zPol US. No, 05Z135 sPgcuLrr Ero Netxum w avmea a L VERI LOC E SiUAKr DAVtD GORKA L c. No.052135 A 2I20/18 a qKgus UVL{7(IUNS,.LI.C. 1 > dfl YA'1t51(ty11i�• "A th VY irr xurtie9�a,trry .vt }MEIN ORCING S'CTIOM PRECAST 5EOj10y N A' WES.TLAKE REINFORCING DESIGN -MARK $14E:'SPC iYFE' LG.C-2 .#4 j2" SIR LOC :a #4 12„. SIR 6e1 4 $5 37 STR LOP ° 14. 12" SIR' IP.0 4 #4 T2" 57R LOo 1 #5 12" 1 L" LOC 8 ;p4 t2" 41, 0 L d� v� ay r z R �e =E M—zip'pi 1;40 OUTLET END ELEVATION w-1 SMART DAVU)GOAY,A u�, xo.oszl3s A 2t2011,8 �g WINCHESTER PRECAST Kpy: Wt1,C}IE4TER. YA ud0. ' P}IONEf3+VlWii1+kl REY.ND: RATE RE 1! ,oN sPBCIAC]"f ENGIM1RBxtAG PR06rDEDBY OUTLET END ELEVVION C.A`tCRETL• E'dGMEERING nlnNe s nAlrs FPPAs 9v' MVAk?NzMI YI) � w.. me EASTERN' -WESTLAK HILLS. \A '. A F .o.e N.T.S, wc�20/1a PcRET a.s�.y_a. . C1,-TF TOP FACE G10.0 6OTrOM FACE r3'-S' TYF IT, COV A300 (-'l_OF OUTSIDE FACE ! 1 PI -IF .1NSIDC FACE ` T " COV — A100 At/A2 f B.t Y. I I 1 i I i # w 1>, 00I I E i i P ti I I cl US 14" cay., W l i A20O f j.. f 1 I t 1„ COV F .. A400 ... C200 INSIDE FACE REUEGRCI G ELEVATION a —c? OF ouTSIOE FACE SIDE VCN . A� BAST REINI=ORC.ING. REIN FORCING SECTION. DESIGN t } MARK SIZE spc TYPE V Bp ?too #5 10" ;SIR A2QU �5 10" SCR 1 A300 4 10 STR. #4 THIRD, DOYJL-1N F MOUNTING o pAyT>fp _ A400 Na. to sTR RECE5S i t� W: At/A2, #4 10° . 'U' N- 1 x 3}". O r WINCHESTERPRECAST KEYWAY ^ �. za r atiu wa vetKs Bt. 04 8".S7R a '; Rert:o: oATe Rem�c++` PIl(tNF{F4oj /b)-i3p1 CI0 #4 12`1 SIR STUART f?AVO).Gf]W _ Ufci ITY EN'GtN—f.E NG PROVIDEDBYt Ik.tdD.052135 c9 — �aEwFogat+GaEr?1Ls °.. C20G' #4 12° : STR f1/,u.[. � CONcRETEENGMUAj iA;�7GLUTION5,LL:C. EASTERN �.'. Li d. Gi —TF' "' 12, SIR - lPt1k )Ra'i9rAi3 Utz ,1 `" Et -If' N4 12" SIR INSERT P ff STLA,K� HILLS.. VA a RT -..0, .10 v uistu ' 2 �% F P g c1-ai' a 12° sift HEADWALL DETAIL lONALLn AY �t.wts; jw4 fla --,PET TH pFl� SCOTT R. COLLINSI4 No. 35791 ,l�" O, �-3i-IORAL �Cs co W = 1 ^ 1 Z to Z W in h Q 1 Q I �, � U ff Aft w ca nz w VELI ) m g Z 80 O 2_j M O Q z a o R y ce C WLu CL W LLJ d Lij U) (pC d k"1 N N N N W J_ W 0. r�rJ i W �D�/'� V! W w W W V N b LLI IS z3 0 O C C t ' � c O L C 3 W zQ? U O O L tU L 0 41 O C t3 .g C z O is W z WW W Z C? W fn z J J O U 0 L 0 O CL m c N U O cj • � . r ..... . . . . . . ... .......... ... N/A I a 15