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Home My WebLink AboutSUB201400066 Plan - Approved Road Plan and Comps. 2014-10-02BRIARWOOD COMMERCIAL LOTS GENERAL NOTES OWNER: o32Go- oo- oo- woAo &032Go- oo- 0o- o0oBO &032G" W-OMAO DEPARTMENT OF COMMUNITY DEVELOPMENT WOODBRIAR ASSOCIATES COVER POBOX5548 EXISTING CONDRIONS CHARLOTTESVILLE, VA u905 APPLICANT: WOODBRIAR ASSOCIATES GRADING &DRAINAGE PLAN PO BOX 5548 O OmA \\ J CHARLOTTESVILLE,VA 22905 ENGINEER: COLLINS ENGINEERING Qo OO GARRETT ST SUITE K, C CHARLOTTESVILLE,VA 21902 SUBJECTS .AAA RQ L(D SITE q0 RS TELEPHONE: (434)293-3719 STORM PROFILES FAX: (434)293-2813 v CEWISgNO N/ C<ARKDR11 CONTACT: MR. SCOTTCOLJUNS,P.E. £ EMAIL: scYU@collimXngineenng.mm TAX MAP NO.: o32Go- Oo- oo -00oAo JOE. 3833/ PG. 247) 34 V� 032GO -oo -W -000130 (D.B. 3833) PG. 247) AQ RpGo- c8- ooPIooAo (OB.4111I PG. 477) AREA: 32G,PARCELA- 1311AC. 32G,PARCELB- 9.48AC. 32G,PARCEL8A- 2.32AC. ZONING. QCOMMERCIAL& ENTRANCE CORRIDOR OVERLAY (PARCELS A& B) NMD(PARCEL BA) PROPOSEDUSE: SUBDIVISION OF COMMERCIAL LAND INTO INDIVIDUAL LOTS FOR PRO POSED AND FUTURE DEVELOPMENT. BUILDING HEIGHT: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET, PROVIDED ANY STRUCTURE EXCEEDING35 FEET SHALL BE SET BACK FROMTHE RIGHT OF WAY AMINIMUM OF 2 FEET FOR EACH 1 FOOTOF HEIGHT IN EXCESS OF35 FEET. SETBACKS: ADJACENT TO PUBLIC STREETS: 30' (PARKING 1o') 122076 ADJACENT TO RESIDENT IAQRURAL DISTRICT: SD'(PARKING26) NOTE: THIS PLAN INCLUDES WAIVER REQUEST FOR THE DISTURBANCE WITHIN THE BUFFER ZONE ADJACENT TO RESIDENTIAL AND RURAL AREAS DISTRICT. NO SCPIE CONSTRUCTION ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION IS ALLOWED CLOSER THAN 2c' TO ANY RESIDENTIAL OR RURAL AREA DISTRICT WITHOUT APPROVAL - OF WAIVER. ALL SCREENING AND BUFFER REPAIRIRE- ESTABLISHMENT IN THIS AREA SHALL BE PROVIDED AS REQUIRED IN SECTION 3279 EX157NGIPROPOSED USE: EXISTING VACANT; PROPOSED COMMERCIAL LOTS FOR DEVELOPMEN T. SUBDIVISION STREETS: CURB &GUTTER WATERSHED: NORTH FORK RIVANNA(BELOW WATER INTAKE) WATERSHED TORO & SURVEY : TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR THE ENGINEERING SECURE IN 2012. NAD83 EXISTING VEGETATION: EXISTING TREES, SHRUBS, AND UNDERBRUSH. SOME AREAS HAVE BEEN CLEARED,:ND GRADED. THERE IS ALSO SEDIMENT BASIN LOCATED ON THE PARCELS AS WELL THAT WILL BE REMOVED. FLOODPLAIN: FEMA MAP NO: 51003Ca1451), PANEL NO: o145D, DATE: 214105 NOTE THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS. THERE ARE NO FLOCA PLAIN LIMIT15 OR WPO LIMITS ON THE PROPERTY, ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2 TOTAL NUMBER OF LOTS:5 AREA OF PROPOSED OPEN SPACE: o.g AC. AREA WITHIN LOTS: 2284 AC AREA WITHIN PROPOSED /FUTURE RIGHT OF WAY: 4.36 AC. NOTES: 1. PARCELS 1 -S AND THE RESIDUE OF TMP 32G, PARCEL A& B, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 2. THERE ARE NO KNOWN LOCATIONS OF ANY GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF BURIAL ON THE SITE. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING COVER ENGINEER EXISTING CONDRIONS INSPECTIONS QPO ARM GRADING &DRAINAGE PLAN DEPARTMENT OF FIRE RESCUE O OmA \\ J ALBEMARLE COUNTY SERVICE AUTHORITY 7iG9,R� AA�AA WO VIRGINIA DEPARMENT OF TRANSPORTATION Qo HF,ALTU DEPARTMENT C COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLANT APPROVALS. ROAD PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 300' CURRENT OWN ER /DEVELOPER WOODBRIAR ASSOCIATES P 0 BOX 5548 CHARLOTTESVILLE, VA 22905 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293 -3719 VICINITY MAP SCALE: 1" = 2,000' Sheet List Table A Sheet Title COVER Q EXISTING CONDRIONS 4 QPO Ao GRADING &DRAINAGE PLAN S O OmA \\ J 6 7iG9,R� AA�AA WO Qo 8 _ NOTES & DETAILS 9 SO :1 SUBJECTS .AAA RQ L(D SITE q0 RS 11 STORM PROFILES 13 v CEWISgNO N/ C<ARKDR11 —... 14 £ 15 LANDSCAPING PLAN 16 34 V� ll AQ 18 VICINITY MAP SCALE: 1" = 2,000' Sheet List Table Sheet Number Sheet Title COVER 2 EXISTING CONDRIONS LAYOUT & UTILITY PLAN _.._ _.. 4 GRADING &DRAINAGE PLAN S WALLDETAl15 6 TYPICAL NOTES, DETAILS & CROBS- SECTIONS UTILIFY NOTES & DETAILS 8 _ NOTES & DETAILS 9 SO :1 NOTES &DETAILS _ -._ - -- DRAINAGE MAP 0.0A0 PROFILES 11 STORM PROFILES 13 STORM 8 SANITARY PROFILES —... 14 DRAINAGE CALNlATI0N5 15 LANDSCAPING PLAN 16 TRAFFIC MAINTENANCE PLAN ll WALL DESIGN 18 WALL DESIGN 18 TOTAL NUMBER OF SHEETS LEGEND EXISTING CULVERT 0 DROP INLET &STRUCTURE NO. - -" - - --i CURB &GUTTER r_-- ECDA DITCH 6� DEPTH OF EC-3A DITCH EC -2 DITCH DEPTH OF EC -2 DITCH — — EARTHDITCH DRIVEWAYCULVERT BENCHMARK APPR iP T) VDOT STANDARD STOP SIGN VS Ah 1 C UGHE a EXISTING CONTOUR Lmmmungy Vn PII r4 "1 Ns(tpifl(R,' dJmta �2 F^ a - PROPOSEDCONTOUR �_ ."C& '- U➢kJ (q(g, – THE TOP ELEVATION DENOTES THE PROPOSED ELEVATION OF THE RETAINING WALL &THE BOTTOM ELEVATION DENOTES THE LOWER EXPOSED PROPOSED ELEVATION OFTHE RETAINING WALL. PROPOSED SPOT ELEVATION mr 27' RADIUS ON FIC OFG ,ti ✓Vy-- t pp �� 3CO'IT R COLLINS` C) LHc, No 036791a ;'b (B_I_(1.� ode �'•JOxAL e.T�A E ¢ > o o 0 313 � ;1I 7 � Z c M N N L6 N CIS N HE LU z J U) W F— zS U W 1 lL F– Ul ZW W Jw W J< 0° N U E m u O £ w rc £ z E F o o 0 O iL Z Q O LL W W J U LU W G O U 0 O L! Q m El t" 0E W Jos NO 122076 SCPIE AS NOTED - SHE rvO. 1 �r / \, IN ITT IN (� IN 5/1 � ' / — _ _ / 1 11 1 i ,s IN D; / 4 / t'�,�V�LOPlytE�J}.. i, l C /NO _ / l IS l I ,I ✓�F' F�'% I IN IN 4q 54 F JI A 1 'x6 E a3 z ` 11 N0 �A 92$ R-330 000 V 047, t / \ r PROPERTY LINE(r(P_){ , IN IN __ IT rI N3k El 506 & `S _ I r / t4 ; \ r { IN TING Z(V LWD - ^r^ AIC USE BUFFER EXIS ° " °A°' °- EXISTING TREELII - IN TINT, EXIS I IT JJ TING POWER POLE r E �� EXIBT F �ELEOTF SEMINOL€TRAII IN NORTHBOUND US LO H � v TIN IN G I ' 4 IMP I MI Ill CO NNA5C8,NadE,A1oVA221 IS Tol 11 1994/611 _ ZSCOTT R. CoLLNSZ ISMEN N C, E 13,10 0010 GINIT ED ED STA1 IS or ADDRESS C) IN AIMV S03 SEE SlIA IN, IN It Tu "� -(� 1. 5 ` - v�c. no. wsyslY K 637m CC cI I SACHS, SAN, E,R EACH,, ,A OCE EI vEd III CNCI VA 2?A11 0 2121 AD THI fRE5 DI 38SVIN �f IFLpMMZ� � °Y��//d t /�r—f�11tl1l EIIIE Ed JI )ITACCOMN AHMSTAR ASSOCENES 10 ME 5540, ChI EM 22905 if 4131) 11 CAN I SPENT 115l r f� .11 r i iA l . ova -E A 01111 ANSI EYE" "I"STS' "III"" P 0 Ex EQ Chorloilole VA ?E05 D ES ALSO 1 EXISTING TREES TO' IT BE REMOVED S IN ALBEMARLE COUNTY MANAGED SLOPES MP.) i. ,.v �%f 1REAGE94BAC ZVEPCOENISEMENT ZONING C 1 _ ri UGE VACANT �'tt 2C4 . '4> 5➢64"W nc.°.I� F s`.W' 'yLy / \ 5 4 i < ,s /U I 0 ITT I Sol `R rat \ ✓7 J \�G iF,l -wa \ ��< 7j.Y,r°f'�/'.' w� / �� IT 'NNT I:� �d2639' za.54'E 676 01 IN- I 33SUREID ,3 fd} V �'' 1 A __Nil°35be 64 E.aSr4L t T !V i V _ _ Kab °5754�L"E t.J$ I 2T f EXISTIIEAS SANITARY %T .� _ L / BEWER EASEMENT '406 S � t 1 v,�a � ' V �` AGREFZ9Et3 ttAC - EACILITY__ EGFA2 4J - - m. F _ SEMINOLE LETMITRAIL _ 6 _ $OUTHNONE_ S ` BEMINOIF TRAIL/ -- �- NOR BOUND L4N� —_ D E WIB VYi f\ w i � n � O p Ali C o EE, DE F f:. AS `C r (A a z > or o 5 AN Z 0 o p¢ 6f i c E o J y o a m o ° 3S 354IR -i� �;v °j!a iA cif' N _o I END END FE El, STING 2M SANITARCE, N8° DITTO b¢ S \ ", 1 1 a p W u AE IIER EASEMENT - � '/ � %'r t i11 ` a z U ]22iPG 10.5 L t' °w a 0°. p Z ED TV of INI ce ME Sr �R AGED OFEOUNPI \ -< MnrvnaeD SLOPES (jYP) J. / lI AT ACT NO 12 - m IS h m M D N Z IS ON IN A v Q x CA IN pQ / IN 0f N S L 49965 R= 453.420 R o / 4 5Sa B R=63s o- ,• 1 v W Lu ( �1 d-aq 4 9G \ J 1_ 4"'1. A ` 'C`` i - ° �@r�' vv v ( _...1 I--I to IN, r IN- FAA wrvlrrvercouRr' Tom. �� / \ \\ I �• '� _ U z f, _ _ -_ O Lu - I \ Q SAS IT �� 7 v' �/ I. -. F / ' �35°SD'x 3b W a0943j w V A :�� I.., A+n'� `. C Z S IC t � G _ - -n s 36W p B Bite wn s vi )' it of ) / vf� w I 1E ,EXISTING /i �I'� A CIE) A 'EXISTING 20'3ANITMV / 'j / / i/° SEWER EASEMENT / /• ` /!�O rVi o _ 4E 7 / N'T 93 - - -D.B. rzzmc. ms /, f �' v CC 0 / �;IT JE %ISTING VAR. WIDTN EXISTING TREEUNE' /'/ f '{ I fVEPCO EASEMENT _- N' / / ' ) / i / : l J F a PROPERTY LINE QYP.)� / / / / f IS I t 1 I c e IN lNell E< �o-- 00 >_ _ 536 �'u64_'N/IN .6 AS M _ Y� _ N IN W IN f —I a. / r — GRAPHIC SCALE ao o 40 ,o so 320 1 LL ( IN FEET) SHEET NO - 1. ircL = BO it 2 1 I�L u^ f\\ let F ' ✓ '4'" �. EXISTING a° END ROAD CONSTRUCTION CI STS. 5 +72 yf r / Jr PROPOSEDTYPEA J4: sDL Is' / ¢LOW- OFF &8 GV / /` a' _— C BETTER TANCE / S1� EASEMENT 1- L]/nni [in r'e -.vaJ m VDOTSTD. h L _EXISTING SANITARY -- _EXISTING REMAIN VDOT STD CG A -- _- :�_�...- PROPOSED ^- �_ __(LOT OPENSPACE- oz6AC ^.� - -- --- - - - - -- -- - - - -- - -- ET51 i( 'l 3 I L � � � i -- VEGETATIVE BUFFER _ �- SEE PRO( ^ / F SIDEWALK VEGETATIVE ( `"_EXISTINGIV FOR w IN FSIDEWALK ` (LOT VOPEN SPACE STRU _ IN o.vB AC - PROVIA F HYDRANT ASSEMBLY rVDOT STD. CG , 3GRA55 y. rHVDRANTA_SSEMBLY _ _ / _ � STRIP/TYP) (FENCE -- -- L J - -y L -J ^ IF VNI f DETAIL f 5 CONCRETE 1 y IF ml„ SIDEWALK _ d EXIS" L _ + �_- MANH( -DWALL #3- SEESHEETS ^� ,. -. -,X )SS- SECTIONS &DETAILS - -- -- PROPOSEDB CL 5 - - SIGHT DISTANCE° DI WATERLINE RAE ENGINEERING PLANS EASEMENT, . YCIRCEOGEOTECHNICAL� INSTALL CGaz NEERING, SHEETS vy& IB- �yTx Gib O H JCOTT k. 60?,LIR3'Z, Lic Na. 035981', 4 �R�P N4 �'r oupL H�i� _ F!<F1C EjP EIP - BOULD RRVIEW ROAD (4l PRIVATE R.OW) - �� -'r' "p U / 1'�Y /% J1 w STOFEIGN� '✓ //j /' - - - _ % � " PROPOSED F H / z e o E w '� INSTALL CG- A l IS ¢ F w ry 6x8 TS. &V. _ o g -0ROPOSED UTILITY EASEMENT i PROPOSEDAIR VDOT STD. CG -6- /� /` � "� Q o RELEAVE VALVE S CONCRETE - PROPOSEDZ SERVICE LINE TOZ VALVE VDOT STD. MS -a RAISED ma�Jf� CIS= -- O 1^ z m -VDOT STD. USiA CONTRACTOR SHALL PROVIDE A Z SERVICE UNEANDZ "VALE SIDEWALK ^' //� / ___ o s a O s o PROPOSED B "CL SEENOTE THIS PAGE CONCRETE MEDIAN / ��'/.� / o a o as F R OUTSIDE OF THE ROADWAY TO ALLOW FOR PROPER METER SIZING. LVDOT S'TD. CG6 / O o SIGN DIWATERLINE PROPOSEp UTILITY EASEMENT - FINALWATERMETERSIZETOBEVERIFIEDBYTHE ACS,. NOTE: STEEL PILE AND CON <RETETHRUSTBLOCK REQUIRED Iyy / flh F 1 /T / CONTR G J m o O ¢ r [CONTRACTOR METER SHALL BE INSTALLED BETWEEN THE CURB AND FORTHISFIREHYDRANTINSTALLATION . SEE DETAILON SHEET i it /'F "� E VV/ / ` O k € o > n z PROPOSED SWM I PROPOSED FIRES ] lil f w / -8 "SANI p w 51DEWALK,A1.5'• METERWILL REQUIRE AVAULT AND WILL NEED TO 1;.: z £ n EASMENTS REINSTATED BEHIND THE SIDEWALK HYDRANTASSEMBLY pROPOSED WALLS #1 & #z- SEESHEETSFORCROSS SECTIONS \ h°j Y //^ R // / MAINLY z o un p W V -" -' - -- , & DETAILS. SEE STRUCTURAL ENGINEERING PLAN9PROVIDED -- ,� -ly z w ._ __ LOT H' 1 1. ACRE SUBDIVISION PROPOSED \ �j r / / /- PROPOSE SIG D N '^ B a = c _ 2. ACRE SUBDIVISION w Il G, SHEETS i] &ve. / /f J� /%/ / pISTANCE EASE ® F £ F IF Fer m OF TAX MAP 2G PARCEL8 ? t /.' // / 5 z m - z h a T6 ai' \ -- - PROPOSED EXTENDED 45 J(/ / /j/ el IN IN _ �� \,, __• ONOffTHS1ANESHALLC ELSgRIPEDOUTASStlOWN ECHNICAL SEWEREATERAL -INV. 43za \// f /' /fL� %/ // /l / Q Be IN L, 94 NNN / `( NDEDDETENTION ON CO PLAN COMMERCIAL PARCEL. ATT THE OF THE <O /" )( ( '/O/ f SAN O) __PROPOSED SANI ~ "1 H I REMOVE EXISTING BLOW -OFF, / 'i /// SVDOT STD CG C \ II = - -STORM WATER MANAGEMENT FACILITY ko- SECOND COMMERCIAL PARCEL AT THE TIME OF THE / /i -T SEWER EASEME \ Tr w , EXISTING TEE &VALVES ll t' / /': /r AI p F SEE WPO PLAN FOR DESIGN INFORMATION w DEVEOPM ENT BF THE SECOND COMMERCIAL PARCEL, -- f l' t /qt '�/ iii in I 1 ✓t ' &RE- LOCATE EXISTING FIRE -{y'9� / / ,TRAFFIC SIGNAL MODIFICATION PLAN SHALL BE !Y/ �r f 4 / /', ® HYDRANT AND METER AS SHOWN o l / /�__ y jll it N'\ ^ EXISTING VAR. WIDTH w I SUED ITTEDTO VDOT FOR REVIEW AND APPROVAL - - -j'- c j _ IN /-VEPCO EASEMENT Z® MODIFICATIONS TO THE TRAFFIC SIGNAL WILL BE „° _// - V , COMPLETED PRIOR TO REMOVING THE STRIPING - CO �IJY d �j� / 1,31 / NOTE: CONTRACTOR TO EXTEND Art // C " / AND OPENING UP OF THIS ADDITIONAL LANE. / / } el l� f- EXISTING EDGE OF PAVEMENT AND �.. x:YMm- Be - --- 1 - - - - -- -- - - - - -~ I - - _ / , /:. or /y�z2:. \ENSURE POSITIVE DRAINAGE TO THEVO 'Jai, x� 1 \^ 4 ' TUBULAR DELI MUTCD SHALL BE INSTALLED FOR - - -� -` �- � 1E j.� / PROPOSED CU RB &GUTTER LI NE �. THE RIGHTTURN LANE STRIPING TO PROHIBIT ,i I __ TRAFFICFROM USINGTHISSTRIPED OUT LANE WATERLINE -CE l / TUBULAR DELINEATOR ( WgTERLINE / {�, VDOT STD CG A 1 1 SEE SHEET 16 FOR DELINGATOR INFORMATION. 1 Y CG 12A NEW LOCATION nI I = _ _ NOTE: GUARDRAIL WILL BE RELOCATED AND - -- CO µ 1 OF GUARDRAIL pLACEDINACCORDANCE WITH TO VENT NOTE CONTRACTOR ADDATNIRD� / 3z' z' -�y1 z SAN 9. A- OTSTDMS RAISED _ ROAD DESIGN MANUAL AND GRIT MANUAL SIGNAL HEAD WITH THE DEVELOPMENT _ - 6` -=� I �^ EFFETE MEDIAN -- 3OU ACCOMMODATE INV 4z'o0 AN_0 c\ P �� A P m m I- ��- T..,,e'z„_ r :, OUTBOUND - # EXISTINGSANITARY ;N� C. PROPOSED TUNDER WPOSmiq -3o - - H LAN TO ACCOM -- E -- N SEWER TO REMAIN 5 L v '� _ p e ^ ^ TURN LANE _ - TO �AVEGR END SECTIONS T NO LANES -- - -- - A / 'o CONTRACTOR ANI RTO EXTEND NEW EXISTING DESIGN INFORMATION R 0 zo TAPER `NO?E ALL RELOCATED GUARDRAIL 6 e - � - -TT T PT VpOT STD CG'1BOF GUARDRIAIN I Nip SANITARY SEWER ON A95HOWN - -- GO ` - LANE -SEE RIGHT TURN - CORNER CLEARANCE SHEET IN ry ry . - ^ -. r -care TAPER — - 34 TURN NE 1 LEXISTING EDGED PAVEME TNAND� S M GRAPHIC SCALE - ^N—' .,L —'� J t S { NEWLOCATION # V' "' �S ENSURE POSITIVE DRAINAGE TO THE CO / o ro n sc so OF GUARDRAIL „L yhy+-'?k"K''^"`f C� PROPOSED CURB &GUTTER LINE n_/�.S.r,nn.,��.... .Jn ....- ,. ._,a 'r_,--- �. —�..S "� \:SEMINOLE TRAIL 11 `FF0T Field ez IeniAmin ANY ru I N PI N PROPOSED ADDITIONAL - _TE Z9 _ ,. -- IN PFI ©T) -^ ^ '" '"�-' -' '" lEFi NRN LANE -$EE SHEET I6 U.S ROUTE Q l inch IF IF i 6 FOR IN ( �_. EXISTING TRAFFIC SIGNAL. a M nre =.aaaeaq Yeu my M \ EXISTI NO it" � "Ir" k b WATERLINE " POLELOCA - 1 c -1'. ILu r Irsl I_ S L _ .L.>.. , .I ` \ r5', ` `.\ %// NOTE: SSANITARY SEWER PI ESTO BETIO "^ a` i ,« 0 ! -i-- L } --hLI IJ�. i 1.1 r IN I-III- r \ .:0. /ABANDONED ALONG BRIARWOOD �\ f : L h kI li I 1 ;.. \ �1:;"., / ,;,� : j/ ;ry N �E "" ° / DRIVE SHALL BE FILLED WITH FLOWABLt / S \ - J - i H EXIDSANITARY�� /�T �` J'`H:yr'jb tt\ .'hON6 MANHOI ABANDONED MANHOLES SHALL MANHOLEVBG2A r, 1O r ER EASEMENT /'A`- FROPOSEp8 8T5 &V .' }^ AN a-" � FILLED WITH STONE / I '4 " Q m I/ //� J!' / �� NVAA" ` " iSTREE SIGN 3 CONTRA OR SHALL PROWL Eq2 "SERVICE LI EAND Z- esrr, - ..,- -� -- — . _... ., / Q o -.pax r�'�r' ° C Pe�Dwgv TO AUpw vT ° e.mv 2 u -` W W L n V,..� RE LOU °v T d � ^i. /' %/ TER SrzwG. c ° °wrMgeoe Wwasq _ r _. EL ( __PROPOSED WOODEN FENCE / / CG q ±.. .; h.° y. FINAL WATER METER SIZE TO BE VERIFIED BV THE ACS,. BOULDERVIEWROAD J = mneuecu e°me rc 1 II SEE SHEET FOR ' L. __ _ CONCRETE L r /'.. '.� /„ A / NOTE:Aa "METER SHALL BE INSTALLED BENJEENTHE CURBAND - w 5 v - S y _ _ ,p / VDOTSTD CG n 35N gd - T q tData HI `A ( -+ _�,_,,, _A_ _ 5 SIpEWALK- it. / t) ry / EXISTING HYDRANT' A SIDEWAUTAi. METERW 'ILLREQUIREAVAULTANDWILLNEED TO ! - �w LU "" .. _ fi EXISTING SANITARY , A 6V' TTO REMAIN 5" L gth. ]3] eo Course: Nz]°vo'z56393E v -- L I_ ! IMANHOLETO REMAIN 1 "'� .,'. / .. HINI�TH DEW�LK S C C Data � —. ( - -- _'1 _ %rrl 1IN NDOTSTD CG -12B `; EI L \ 3 ° a',: D I[ q 310.8 6' T LEFT �- .. ESIf 494 YPe - - -_. ._. Is - - -- .- _.. -_ _. -__. - - - - -- - - _ - -. PROPOSEDWALL #3- SEESHEETS __.._PROPOSE08 "<L5 �` —' "� SAN ac r ° z /. T NSTAL �r " M �R d' 29'31 J clo EXISTING 30' FORCROSS- SECTIONS &DETAILS - SIGHT DISTANCE ," -- /��(°o /-�'R EXISTING SANITARY SEWER TO BE L . K g ]z iz genC 36 g8; p DI WATERLINE /£ 1 L n M 6 Tan SEE STRUCTURAL ENGINEERING PLANS- 1 EASEMENT 1 / LOWEREp. SEE PROFlLES ON / / "' ��p�p■ VEGETATIVEBUFFER (LOTa OPEN SPACE -ovB AC. PROVIDED BY CIRCEB GEOTECHNICALA� INSTALLCGiZA � ymW oO \w1Y �/ SHEET V3 FOR DESIGN INFORMATION I A` 4- -'c� Coerd: 4619 External: ym `�I J '1 1 ENGINEERING, SH EE TS -] &i8. 1 L -__� (° i!'F° ! 1� fS' `. -STOP SIGN, ^ ^ ILOTZ OPEN SPACE o.13AC� /"��r Tan end E Q �./� p2f ` __.�.____� _ ____ vP(^ - .+-� -r �. - (.�.' 6i, _/ / v1 -V' '„ 9th. 5674 Course: Noz°zo393453• L.L -VDOT STD. CG -6 3'GRA55 \ F � —_ - "_._ '� sAN 11/ °�` o x / ^ yf� - -___1 w 2 T / �3 RIASS _ 1 � ' � / % ✓' %C r Y Circular CurveData W ��% n4 z4 +oo z u y�.fJ z ' 1¢ v , y �. � . +: 4 +So a / idif �� L, A'w'r V M _ _ _ - D It z° i5 44.4311' TYPe: LEFT 1�- 'a ' STREET SIGN ' z D CG 6 / �/`ryF R d M1 ..� ��2/ l %// /�TSTR SIGN + / ✓ DOT ST� �, /,x.. % z 86ft 3jO / P �f \µPRO } CO 3' \ #-. \ IcIs E ->- W ROPOSED 8 CL. SZ Mid Ord /�' /"' zM / ✓ ! S 4Y �a � I- d + $ /$TQP SIGN-: % / / / f /, �� C INSTALL CG G -Free �SANV- 'Y k Del di �t /f�' o , /axe TS &v ,�__5'CONCRETE / FF OpT *S � DIWATERLINE Na c 0 ]]J ° Tangent: 39.351 6 External. e 3] Q ' n. Course N v6° ox ;3.Gx38" E � o J Data _ U urve - 49 5 4a 8oi9 Type. RIGHT 1 ^ ED F 77- VDOI STD. CG - 6- 1 f / / az stel PR Length. PROPOSED AIR- -� /� / SIDEWALK �V / y s 1]1955 Tangent. 9?69] ^ /$ // "'` -��._ ��AR 3oe OPOSEDTYPEA Md Ord: 66 08,198 O8 Comse� Nz9 °3z 3x1°9Y' W 0 ° _ RELEAVE VALVE SCONCRETE_ -� � PROP05ED2' SERVICE LINE TO Z "VALVE._.I VDOT ETD. ME a RAISED /if•' 7 x / ;q / / _ _ ^� "� _ ]} r rz +5 Chard E LU VO RACTOR SHALL PROVIDE, a "SERVICE LINE ANDZ VALVE SIDEWALK SEE NOTFTHIS PAGE CONCRETE MEDIAN ! f Vf �.. / / /- ___ �_,�_�� " gLOW- OFF &8 "GV.�_- HEOFTHEROAOWAYTOALLOWFORPROPERMETERSIZING .' LVOOT STD. ON /� <�P+'Y /' _ RMLTERSIZE TO BE VERIFIED BY AEA. PROPOSEDUTILITY EASEMENT -� NOTE STEEL PILE AND CONCRETE BLOCK REQUIRED L Oy°P Y �'^ /�^ - N✓q .yI /1 BOULDERVIEW DRIVE �� WATER _ / / �i /� CONTRACTOR EMEND EXISTING - s. ' —'s'w- f :AY'METERSHALL BE INSTALLED BETWEEN THE CURBAND FORTHISFIREHYDRANTINSTALLATION . SEE DETAILON SHEET]. 1� / % �o- ((T��,�^� /� / / -. _A TJi [D_Y JALK,A1.5•METER WILL REOUIREAVAULT AND WILL NEEDTO PROPOSED FIRE) I -MANN LEE LOCATION V I V% t /� Q•� /// ^ Length - 4 753 Course: N63°35'4955z5''W HYDRANTASSEMBLV PROPOSED WALLS#1 & #z- SEESHEETS FOR CROSSSECTIONS ��, �'Or/ o /�n)'^J' / /�'/ i/ MANHOLE LOCATION AS SHOWN 3GRA55,' A ..^ P C Curve L.F� VALUED PER NO THE SIDEWALK " - & DETAILS. SEE STRUCiOMLENGINEERINGPLANSPROVIDED /J P. ]/ 'o ]]��Y / k STRIP LTYP.) �V 6'R: r!- r Delta 1°25488717 Type.RIGHT Q -- -- -'- - -� , - L- �/ .., Ie /v' /lJ / c ", LPROPOSEDSIGHT -r ( LL1 Full 1.g4 ACRE SUBDIVISION G, SHEETS I] &vB. ', ': �^ J /l:f /�/ / DISTANCE EASEMENT END ROAD CONSTRUCTION (a)STA.1ag5 -' ' ^ ^" P( Rd' 5 00o H LOTj F BVCIRCEOGEOTECHNICALENGINEERIN J t / /T Length. a Tangent. 6 LL 45 z �p FTAX MAP zG,PARCEL e e (l / PROPOSED TEMPORARY g - 9 01 9 as 3] 432 'OF TAX MAP 32G, PARCELB 3 PROPOSEATERAL -�� N V "// ^ SERVSEENOTE Oi VALVE \ .V Mid Ord: z ACRE SUBDIVISION g VVV��I PROPOSEDZ" \ i �Te m NOTE THISLANE SHALL BE STRIPED OPUTEAS SOHOWE RIl //f Y f(r //> f p�SANm- PROPOSED SANITARY 4 RNAROULT xo]° EMemaL zo]B Q S % PROPOSED EXTENDED DETENTION F I ON THISPLANUNTILTHff DEVELOPMENT REMOVE EXISTING BLOW OFF, CO �c 4. :y /4, /S/DOTTSTO GO _,� SEWER CASEMENT Is PAGE 2\ \ /'FROMC /L TB F/C Len9en[Da[3]8]v < °urse. N58 °a �556BO8 "W O "• ` __-- STORMWATERMANAGEMENTFACILITY #o- w' III(SECONDCOMMERCIAL PARCEL ATTHETIMEOFTHE EXISTINGTEE &VALVES / Ay` `e `Y j �O', N SEE WPO PLAN FOR DESIGN INFORMATION as DEVEOPMENTOFTHE SECONID COMMERCIAL PARCEL, '- ,; ! /) L '4' /� - � -< ^ [O'PS- �i C Curve Data O 1 / CC /'v`+^'c` g�r UNDERGROUND DETENTION > ,TRAFFIC SIGNAL MODIFICATION PLAN SHALL BE &RELOCATE EXISTING FIRE ' /,�, / 1.69 ACRE SUBDVSON1I pelts. N HYDRANT AND METER AS SHOWN ! A t - FACILITY #1 - PROPOSED OFTAXMAP 2G PARCELA / I 11.29 ACRE SUBDIVISION Radius'. 09 °39336)9]° Type: LEFT J /8 / i ll/ r ':Y _"� "'R'IN T / UNDER wpo- 2014 -30 IrOF TAX MAP zG PARCELA; Soo 000 LIF EXISTING VAR. WIDTH w� I SUBMITTEDTO VDOT FOR (REVIEW AND APPROVAL !! % l IN L /�VEPCO EASEMENT z ■ , MODIFICATIONS TOT IN I I FIC5IGNAL WILL BE.._ CO plyl" /I ` //\ ,y U NOTEONTRACTORTO E %TEND j �v 3 - Length: 84294 Tangent 224 EXISTING ED COMPLETED PRIOR TO REMOVING THE STRIPING. �_ _ / ,�.�Jy _ _ _ - __ - _.�_LY l�l .� 1/ fl °r /�xy /ENSUREPOS TIVOEFORAINAGETOITHEAz IONCIAnZq� -�T EXISTING VAR. WIDTH Tang ntData nS Course: N]Ba] ° / _ t,� //( +.../ 1_- PROPOSED CURB &GUTTER LINE _ -\ - °q /'N VEPCO EASEMENT Length: 1ho41 6s' 49y G L - -1- F ANDOPENINGUPOF IN ACCORDANCE Eval THE T I. YIE %(STING H "�` � 1 -- °.,_R_____ -- 3�' t; 4194 9 °59 a TUBULAR DELINEATORSIINACCORDANCEw /THE - ___ \ Y Y _ Course. N 4I5 o6 - o eF MUTOD SMALL BE INSTALLED FOR - --� _ _ _ _ "W µ;.- THE RIGHT TURN LANE STRIPING TO PROHIBIT -- SWMEASMENT' \ -'� - TRAFFIC FROM USING THIS STRIPED OUT LANE. TUBULAR DELINEATOR(TVP7 T k \: _x WATERLINE J- 4- _ /- VDOTSTD CG 1zA -- - - - - -� '++' PROPOSED UNDER/ ",,",µ, " _ ELMTREECOURT 6 to 0 L - l -_ SEE SHEET 16 FOR DELIWEATORINFORMATION.' / I� a'�'u Iaz t / l SSA -�Y "'AL .Ii- aaa�!p6 ------ WPO- zo13'18 �° -- "` " " """ HS ' ^ ^ " ^ -+ Tangent D t _ j2zQ]( IF c'PLACEDINACCORDANCE WITH THEVDOT NOTE CONTRACTOTHOO bDLOPMENT' 6 + ! � rL• 1" ^- 'B+•°�_� - -NOTE: RFLOCATIONOf EXISTING __' C Curve . _ Data Course: N81 °4546 go8i'E SCALE t'ROADD SGRR MAINUALANDRTHEOGRTEMANUAL �OFTHISPLAN T✓O ACCOMMODATE THE' INVIN.4ozaH - - -- {0 °' '_AUId I e .,,ss'9�" -%+3y iSWMOUTFALL1ZT FIREHVDRANTALONG BRIARW00,''1y�;..T�Y-- `-� - -. D19] SI635Y Type: LEFT 1 40� °} NOTE / 6 d � �.t `PAH WATER DUALITY SWALE ±/_ DRIVEWILLREOUIRE ATEMPORARx _ R d - / _ it 1 " x __ - PROPOSED UNDER -- ��_ °o 000 i 30UTBOUND LANES EXISTING SANITARY / _ J WPO 01490 - WATER SHUTDOWN TO BE `� - --,1 el 130,760 Tangent: vyz.549 SHEOFT NO _- ` - - -- _ \400RP�PSDWITH THEA`_J._^ Chord: 232,163 232.163 Course. N546°aj 01-5903 _ - _ - AIN �,I y r i d ypROPOSED UNDER WPO ZOa490 _ _ T - E 3 -^ m- �� ,v zRi B &s SEWER TO REMAIN \,� _ - I CONTRACTOR TO EXTEND EXISTING ^><.xa� -� " R ` % f ' -' - I A fr 1 1 d. / ..- ' A� " -.- - " -.,, .SEESHEWOO -._ I (FENCE -- -- L J - -y L -J ^ IF VNI f DETAIL f 5 CONCRETE 1 y IF ml„ SIDEWALK _ d EXIS" L _ + �_- MANH( -DWALL #3- SEESHEETS ^� ,. -. -,X )SS- SECTIONS &DETAILS - -- -- PROPOSEDB CL 5 - - SIGHT DISTANCE° DI WATERLINE RAE ENGINEERING PLANS EASEMENT, . YCIRCEOGEOTECHNICAL� INSTALL CGaz NEERING, SHEETS vy& IB- �yTx Gib O H JCOTT k. 60?,LIR3'Z, Lic Na. 035981', 4 �R�P N4 �'r oupL H�i� _ F!<F1C EjP EIP - BOULD RRVIEW ROAD (4l PRIVATE R.OW) - �� -'r' "p U / 1'�Y /% J1 w STOFEIGN� '✓ //j /' - - - _ % � " PROPOSED F H / z e o E w '� INSTALL CG- A l IS ¢ F w ry 6x8 TS. &V. _ o g -0ROPOSED UTILITY EASEMENT i PROPOSEDAIR VDOT STD. CG -6- /� /` � "� Q o RELEAVE VALVE S CONCRETE - PROPOSEDZ SERVICE LINE TOZ VALVE VDOT STD. MS -a RAISED ma�Jf� CIS= -- O 1^ z m -VDOT STD. USiA CONTRACTOR SHALL PROVIDE A Z SERVICE UNEANDZ "VALE SIDEWALK ^' //� / ___ o s a O s o PROPOSED B "CL SEENOTE THIS PAGE CONCRETE MEDIAN / ��'/.� / o a o as F R OUTSIDE OF THE ROADWAY TO ALLOW FOR PROPER METER SIZING. LVDOT S'TD. CG6 / O o SIGN DIWATERLINE PROPOSEp UTILITY EASEMENT - FINALWATERMETERSIZETOBEVERIFIEDBYTHE ACS,. NOTE: STEEL PILE AND CON <RETETHRUSTBLOCK REQUIRED Iyy / flh F 1 /T / CONTR G J m o O ¢ r [CONTRACTOR METER SHALL BE INSTALLED BETWEEN THE CURB AND FORTHISFIREHYDRANTINSTALLATION . SEE DETAILON SHEET i it /'F "� E VV/ / ` O k € o > n z PROPOSED SWM I PROPOSED FIRES ] lil f w / -8 "SANI p w 51DEWALK,A1.5'• METERWILL REQUIRE AVAULT AND WILL NEED TO 1;.: z £ n EASMENTS REINSTATED BEHIND THE SIDEWALK HYDRANTASSEMBLY pROPOSED WALLS #1 & #z- SEESHEETSFORCROSS SECTIONS \ h°j Y //^ R // / MAINLY z o un p W V -" -' - -- , & DETAILS. SEE STRUCTURAL ENGINEERING PLAN9PROVIDED -- ,� -ly z w ._ __ LOT H' 1 1. ACRE SUBDIVISION PROPOSED \ �j r / / /- PROPOSE SIG D N '^ B a = c _ 2. ACRE SUBDIVISION w Il G, SHEETS i] &ve. / /f J� /%/ / pISTANCE EASE ® F £ F IF Fer m OF TAX MAP 2G PARCEL8 ? t /.' // / 5 z m - z h a T6 ai' \ -- - PROPOSED EXTENDED 45 J(/ / /j/ el IN IN _ �� \,, __• ONOffTHS1ANESHALLC ELSgRIPEDOUTASStlOWN ECHNICAL SEWEREATERAL -INV. 43za \// f /' /fL� %/ // /l / Q Be IN L, 94 NNN / `( NDEDDETENTION ON CO PLAN COMMERCIAL PARCEL. ATT THE OF THE <O /" )( ( '/O/ f SAN O) __PROPOSED SANI ~ "1 H I REMOVE EXISTING BLOW -OFF, / 'i /// SVDOT STD CG C \ II = - -STORM WATER MANAGEMENT FACILITY ko- SECOND COMMERCIAL PARCEL AT THE TIME OF THE / /i -T SEWER EASEME \ Tr w , EXISTING TEE &VALVES ll t' / /': /r AI p F SEE WPO PLAN FOR DESIGN INFORMATION w DEVEOPM ENT BF THE SECOND COMMERCIAL PARCEL, -- f l' t /qt '�/ iii in I 1 ✓t ' &RE- LOCATE EXISTING FIRE -{y'9� / / ,TRAFFIC SIGNAL MODIFICATION PLAN SHALL BE !Y/ �r f 4 / /', ® HYDRANT AND METER AS SHOWN o l / /�__ y jll it N'\ ^ EXISTING VAR. WIDTH w I SUED ITTEDTO VDOT FOR REVIEW AND APPROVAL - - -j'- c j _ IN /-VEPCO EASEMENT Z® MODIFICATIONS TO THE TRAFFIC SIGNAL WILL BE „° _// - V , COMPLETED PRIOR TO REMOVING THE STRIPING - CO �IJY d �j� / 1,31 / NOTE: CONTRACTOR TO EXTEND Art // C " / AND OPENING UP OF THIS ADDITIONAL LANE. / / } el l� f- EXISTING EDGE OF PAVEMENT AND �.. x:YMm- Be - --- 1 - - - - -- -- - - - - -~ I - - _ / , /:. or /y�z2:. \ENSURE POSITIVE DRAINAGE TO THEVO 'Jai, x� 1 \^ 4 ' TUBULAR DELI MUTCD SHALL BE INSTALLED FOR - - -� -` �- � 1E j.� / PROPOSED CU RB &GUTTER LI NE �. THE RIGHTTURN LANE STRIPING TO PROHIBIT ,i I __ TRAFFICFROM USINGTHISSTRIPED OUT LANE WATERLINE -CE l / TUBULAR DELINEATOR ( WgTERLINE / {�, VDOT STD CG A 1 1 SEE SHEET 16 FOR DELINGATOR INFORMATION. 1 Y CG 12A NEW LOCATION nI I = _ _ NOTE: GUARDRAIL WILL BE RELOCATED AND - -- CO µ 1 OF GUARDRAIL pLACEDINACCORDANCE WITH TO VENT NOTE CONTRACTOR ADDATNIRD� / 3z' z' -�y1 z SAN 9. A- OTSTDMS RAISED _ ROAD DESIGN MANUAL AND GRIT MANUAL SIGNAL HEAD WITH THE DEVELOPMENT _ - 6` -=� I �^ EFFETE MEDIAN -- 3OU ACCOMMODATE INV 4z'o0 AN_0 c\ P �� A P m m I- ��- T..,,e'z„_ r :, OUTBOUND - # EXISTINGSANITARY ;N� C. PROPOSED TUNDER WPOSmiq -3o - - H LAN TO ACCOM -- E -- N SEWER TO REMAIN 5 L v '� _ p e ^ ^ TURN LANE _ - TO �AVEGR END SECTIONS T NO LANES -- - -- - A / 'o CONTRACTOR ANI RTO EXTEND NEW EXISTING DESIGN INFORMATION R 0 zo TAPER `NO?E ALL RELOCATED GUARDRAIL 6 e - � - -TT T PT VpOT STD CG'1BOF GUARDRIAIN I Nip SANITARY SEWER ON A95HOWN - -- GO ` - LANE -SEE RIGHT TURN - CORNER CLEARANCE SHEET IN ry ry . - ^ -. r -care TAPER — - 34 TURN NE 1 LEXISTING EDGED PAVEME TNAND� S M GRAPHIC SCALE - ^N—' .,L —'� J t S { NEWLOCATION # V' "' �S ENSURE POSITIVE DRAINAGE TO THE CO / o ro n sc so OF GUARDRAIL „L yhy+-'?k"K''^"`f C� PROPOSED CURB &GUTTER LINE n_/�.S.r,nn.,��.... .Jn ....- ,. ._,a 'r_,--- �. —�..S "� \:SEMINOLE TRAIL 11 `FF0T Field ez IeniAmin ANY ru I N PI N PROPOSED ADDITIONAL - _TE Z9 _ ,. -- IN PFI ©T) -^ ^ '" '"�-' -' '" lEFi NRN LANE -$EE SHEET I6 U.S ROUTE Q l inch IF IF i 6 FOR IN ( �_. EXISTING TRAFFIC SIGNAL. a M nre =.aaaeaq Yeu my M \ EXISTI NO it" � "Ir" k b WATERLINE " POLELOCA - 1 c -1'. ILu r Irsl I_ S L _ .L.>.. , .I ` \ r5', ` `.\ %// NOTE: SSANITARY SEWER PI ESTO BETIO "^ a` i ,« 0 ! -i-- L } --hLI IJ�. i 1.1 r IN I-III- r \ .:0. /ABANDONED ALONG BRIARWOOD �\ f : L h kI li I 1 ;.. \ �1:;"., / ,;,� : j/ ;ry N �E "" ° / DRIVE SHALL BE FILLED WITH FLOWABLt / S \ - J - i H EXIDSANITARY�� /�T �` J'`H:yr'jb tt\ .'hON6 MANHOI ABANDONED MANHOLES SHALL MANHOLEVBG2A r, 1O r ER EASEMENT /'A`- FROPOSEp8 8T5 &V .' }^ AN a-" � FILLED WITH STONE / I '4 " Q m I/ //� J!' / �� NVAA" ` " iSTREE SIGN 3 CONTRA OR SHALL PROWL Eq2 "SERVICE LI EAND Z- esrr, - ..,- -� -- — . _... ., / Q o -.pax r�'�r' ° C Pe�Dwgv TO AUpw vT ° e.mv 2 u -` W W L n V,..� RE LOU °v T d � ^i. /' %/ TER SrzwG. c ° °wrMgeoe Wwasq _ r _. EL ( __PROPOSED WOODEN FENCE / / CG q ±.. .; h.° y. FINAL WATER METER SIZE TO BE VERIFIED BV THE ACS,. BOULDERVIEWROAD J = mneuecu e°me rc 1 II SEE SHEET FOR ' L. __ _ CONCRETE L r /'.. '.� /„ A / NOTE:Aa "METER SHALL BE INSTALLED BENJEENTHE CURBAND - w 5 v - S y _ _ ,p / VDOTSTD CG n 35N gd - T q tData HI `A ( -+ _�,_,,, _A_ _ 5 SIpEWALK- it. / t) ry / EXISTING HYDRANT' A SIDEWAUTAi. METERW 'ILLREQUIREAVAULTANDWILLNEED TO ! - �w LU "" .. _ fi EXISTING SANITARY , A 6V' TTO REMAIN 5" L gth. ]3] eo Course: Nz]°vo'z56393E v -- L I_ ! IMANHOLETO REMAIN 1 "'� .,'. / .. HINI�TH DEW�LK S C C Data � —. ( - -- _'1 _ %rrl 1IN NDOTSTD CG -12B `; EI L \ 3 ° a',: D I[ q 310.8 6' T LEFT �- .. ESIf 494 YPe - - -_. ._. Is - - -- .- _.. -_ _. -__. - - - - -- - - _ - -. PROPOSEDWALL #3- SEESHEETS __.._PROPOSE08 "<L5 �` —' "� SAN ac r ° z /. T NSTAL �r " M �R d' 29'31 J clo EXISTING 30' FORCROSS- SECTIONS &DETAILS - SIGHT DISTANCE ," -- /��(°o /-�'R EXISTING SANITARY SEWER TO BE L . K g ]z iz genC 36 g8; p DI WATERLINE /£ 1 L n M 6 Tan SEE STRUCTURAL ENGINEERING PLANS- 1 EASEMENT 1 / LOWEREp. SEE PROFlLES ON / / "' ��p�p■ VEGETATIVEBUFFER (LOTa OPEN SPACE -ovB AC. PROVIDED BY CIRCEB GEOTECHNICALA� INSTALLCGiZA � ymW oO \w1Y �/ SHEET V3 FOR DESIGN INFORMATION I A` 4- -'c� Coerd: 4619 External: ym `�I J '1 1 ENGINEERING, SH EE TS -] &i8. 1 L -__� (° i!'F° ! 1� fS' `. -STOP SIGN, ^ ^ ILOTZ OPEN SPACE o.13AC� /"��r Tan end E Q �./� p2f ` __.�.____� _ ____ vP(^ - .+-� -r �. - (.�.' 6i, _/ / v1 -V' '„ 9th. 5674 Course: Noz°zo393453• L.L -VDOT STD. CG -6 3'GRA55 \ F � —_ - "_._ '� sAN 11/ °�` o x / ^ yf� - -___1 w 2 T / �3 RIASS _ 1 � ' � / % ✓' %C r Y Circular CurveData W ��% n4 z4 +oo z u y�.fJ z ' 1¢ v , y �. � . +: 4 +So a / idif �� L, A'w'r V M _ _ _ - D It z° i5 44.4311' TYPe: LEFT 1�- 'a ' STREET SIGN ' z D CG 6 / �/`ryF R d M1 ..� ��2/ l %// /�TSTR SIGN + / ✓ DOT ST� �, /,x.. % z 86ft 3jO / P �f \µPRO } CO 3' \ #-. \ IcIs E ->- W ROPOSED 8 CL. SZ Mid Ord /�' /"' zM / ✓ ! S 4Y �a � I- d + $ /$TQP SIGN-: % / / / f /, �� C INSTALL CG G -Free �SANV- 'Y k Del di �t /f�' o , /axe TS &v ,�__5'CONCRETE / FF OpT *S � DIWATERLINE Na c 0 ]]J ° Tangent: 39.351 6 External. e 3] Q ' n. Course N v6° ox ;3.Gx38" E � o J Data _ U urve - 49 5 4a 8oi9 Type. RIGHT 1 ^ ED F 77- VDOI STD. CG - 6- 1 f / / az stel PR Length. PROPOSED AIR- -� /� / SIDEWALK �V / y s 1]1955 Tangent. 9?69] ^ /$ // "'` -��._ ��AR 3oe OPOSEDTYPEA Md Ord: 66 08,198 O8 Comse� Nz9 °3z 3x1°9Y' W 0 ° _ RELEAVE VALVE SCONCRETE_ -� � PROP05ED2' SERVICE LINE TO Z "VALVE._.I VDOT ETD. ME a RAISED /if•' 7 x / ;q / / _ _ ^� "� _ ]} r rz +5 Chard E LU VO RACTOR SHALL PROVIDE, a "SERVICE LINE ANDZ VALVE SIDEWALK SEE NOTFTHIS PAGE CONCRETE MEDIAN ! f Vf �.. / / /- ___ �_,�_�� " gLOW- OFF &8 "GV.�_- HEOFTHEROAOWAYTOALLOWFORPROPERMETERSIZING .' LVOOT STD. ON /� <�P+'Y /' _ RMLTERSIZE TO BE VERIFIED BY AEA. PROPOSEDUTILITY EASEMENT -� NOTE STEEL PILE AND CONCRETE BLOCK REQUIRED L Oy°P Y �'^ /�^ - N✓q .yI /1 BOULDERVIEW DRIVE �� WATER _ / / �i /� CONTRACTOR EMEND EXISTING - s. ' —'s'w- f :AY'METERSHALL BE INSTALLED BETWEEN THE CURBAND FORTHISFIREHYDRANTINSTALLATION . SEE DETAILON SHEET]. 1� / % �o- ((T��,�^� /� / / -. _A TJi [D_Y JALK,A1.5•METER WILL REOUIREAVAULT AND WILL NEEDTO PROPOSED FIRE) I -MANN LEE LOCATION V I V% t /� Q•� /// ^ Length - 4 753 Course: N63°35'4955z5''W HYDRANTASSEMBLV PROPOSED WALLS#1 & #z- SEESHEETS FOR CROSSSECTIONS ��, �'Or/ o /�n)'^J' / /�'/ i/ MANHOLE LOCATION AS SHOWN 3GRA55,' A ..^ P C Curve L.F� VALUED PER NO THE SIDEWALK " - & DETAILS. SEE STRUCiOMLENGINEERINGPLANSPROVIDED /J P. ]/ 'o ]]��Y / k STRIP LTYP.) �V 6'R: r!- r Delta 1°25488717 Type.RIGHT Q -- -- -'- - -� , - L- �/ .., Ie /v' /lJ / c ", LPROPOSEDSIGHT -r ( LL1 Full 1.g4 ACRE SUBDIVISION G, SHEETS I] &vB. ', ': �^ J /l:f /�/ / DISTANCE EASEMENT END ROAD CONSTRUCTION (a)STA.1ag5 -' ' ^ ^" P( Rd' 5 00o H LOTj F BVCIRCEOGEOTECHNICALENGINEERIN J t / /T Length. a Tangent. 6 LL 45 z �p FTAX MAP zG,PARCEL e e (l / PROPOSED TEMPORARY g - 9 01 9 as 3] 432 'OF TAX MAP 32G, PARCELB 3 PROPOSEATERAL -�� N V "// ^ SERVSEENOTE Oi VALVE \ .V Mid Ord: z ACRE SUBDIVISION g VVV��I PROPOSEDZ" \ i �Te m NOTE THISLANE SHALL BE STRIPED OPUTEAS SOHOWE RIl //f Y f(r //> f p�SANm- PROPOSED SANITARY 4 RNAROULT xo]° EMemaL zo]B Q S % PROPOSED EXTENDED DETENTION F I ON THISPLANUNTILTHff DEVELOPMENT REMOVE EXISTING BLOW OFF, CO �c 4. :y /4, /S/DOTTSTO GO _,� SEWER CASEMENT Is PAGE 2\ \ /'FROMC /L TB F/C Len9en[Da[3]8]v < °urse. N58 °a �556BO8 "W O "• ` __-- STORMWATERMANAGEMENTFACILITY #o- w' III(SECONDCOMMERCIAL PARCEL ATTHETIMEOFTHE EXISTINGTEE &VALVES / Ay` `e `Y j �O', N SEE WPO PLAN FOR DESIGN INFORMATION as DEVEOPMENTOFTHE SECONID COMMERCIAL PARCEL, '- ,; ! /) L '4' /� - � -< ^ [O'PS- �i C Curve Data O 1 / CC /'v`+^'c` g�r UNDERGROUND DETENTION > ,TRAFFIC SIGNAL MODIFICATION PLAN SHALL BE &RELOCATE EXISTING FIRE ' /,�, / 1.69 ACRE SUBDVSON1I pelts. N HYDRANT AND METER AS SHOWN ! A t - FACILITY #1 - PROPOSED OFTAXMAP 2G PARCELA / I 11.29 ACRE SUBDIVISION Radius'. 09 °39336)9]° Type: LEFT J /8 / i ll/ r ':Y _"� "'R'IN T / UNDER wpo- 2014 -30 IrOF TAX MAP zG PARCELA; Soo 000 LIF EXISTING VAR. WIDTH w� I SUBMITTEDTO VDOT FOR (REVIEW AND APPROVAL !! % l IN L /�VEPCO EASEMENT z ■ , MODIFICATIONS TOT IN I I FIC5IGNAL WILL BE.._ CO plyl" /I ` //\ ,y U NOTEONTRACTORTO E %TEND j �v 3 - Length: 84294 Tangent 224 EXISTING ED COMPLETED PRIOR TO REMOVING THE STRIPING. �_ _ / ,�.�Jy _ _ _ - __ - _.�_LY l�l .� 1/ fl °r /�xy /ENSUREPOS TIVOEFORAINAGETOITHEAz IONCIAnZq� -�T EXISTING VAR. WIDTH Tang ntData nS Course: N]Ba] ° / _ t,� //( +.../ 1_- PROPOSED CURB &GUTTER LINE _ -\ - °q /'N VEPCO EASEMENT Length: 1ho41 6s' 49y G L - -1- F ANDOPENINGUPOF IN ACCORDANCE Eval THE T I. YIE %(STING H "�` � 1 -- °.,_R_____ -- 3�' t; 4194 9 °59 a TUBULAR DELINEATORSIINACCORDANCEw /THE - ___ \ Y Y _ Course. N 4I5 o6 - o eF MUTOD SMALL BE INSTALLED FOR - --� _ _ _ _ "W µ;.- THE RIGHT TURN LANE STRIPING TO PROHIBIT -- SWMEASMENT' \ -'� - TRAFFIC FROM USING THIS STRIPED OUT LANE. TUBULAR DELINEATOR(TVP7 T k \: _x WATERLINE J- 4- _ /- VDOTSTD CG 1zA -- - - - - -� '++' PROPOSED UNDER/ ",,",µ, " _ ELMTREECOURT 6 to 0 L - l -_ SEE SHEET 16 FOR DELIWEATORINFORMATION.' / I� a'�'u Iaz t / l SSA -�Y "'AL .Ii- aaa�!p6 ------ WPO- zo13'18 �° -- "` " " """ HS ' ^ ^ " ^ -+ Tangent D t _ j2zQ]( IF c'PLACEDINACCORDANCE WITH THEVDOT NOTE CONTRACTOTHOO bDLOPMENT' 6 + ! � rL• 1" ^- 'B+•°�_� - -NOTE: RFLOCATIONOf EXISTING __' C Curve . _ Data Course: N81 °4546 go8i'E SCALE t'ROADD SGRR MAINUALANDRTHEOGRTEMANUAL �OFTHISPLAN T✓O ACCOMMODATE THE' INVIN.4ozaH - - -- {0 °' '_AUId I e .,,ss'9�" -%+3y iSWMOUTFALL1ZT FIREHVDRANTALONG BRIARW00,''1y�;..T�Y-- `-� - -. D19] SI635Y Type: LEFT 1 40� °} NOTE / 6 d � �.t `PAH WATER DUALITY SWALE ±/_ DRIVEWILLREOUIRE ATEMPORARx _ R d - / _ it 1 " x __ - PROPOSED UNDER -- ��_ °o 000 i 30UTBOUND LANES EXISTING SANITARY / _ J WPO 01490 - WATER SHUTDOWN TO BE `� - --,1 el 130,760 Tangent: vyz.549 SHEOFT NO _- ` - - -- _ \400RP�PSDWITH THEA`_J._^ Chord: 232,163 232.163 Course. N546°aj 01-5903 _ - _ - AIN �,I y r i d ypROPOSED UNDER WPO ZOa490 _ _ T - E 3 -^ m- �� ,v zRi B &s SEWER TO REMAIN \,� _ - I CONTRACTOR TO EXTEND EXISTING ^><.xa� -� " R ` -i TpJ 7 tj III / .11 P L PPROPOSEDW L� -U I // / #, y� J� �C FOR CROSS- SECTIONS &DETAILS f r % CDLLINS7 DINGAPPROVED - -"' SEE STRUCTURAL ENGINE RING PL NS ! I� /in t.Tv .�,Y' x "� % \ - - =;�` i" -- "UNDER SDP- zom -84 :P!x. - PROVIDED BY CIRCEO GEOTECHNICAL //M�i` / 'g . C359fl1,2 j_ ENGINEERING SHEETS a., / 43vTYJ U4 Y�c -_L IFEN SPACE -D o gs:/Bw f - \59' OPEN S4] zTTw rvai.t 4a6BW 64 33 �jo D ROAD CON3FRUGTION` @STA15 +z � �� M .. B5 9 a ,x.. t95,, '� so +ool zo:.3n V.._ zm ;a _ a3roo /,i �`yz6 6FL. .'T4a646 EP�eA xS�� xu s o �n v _•, _'" A -33\1 HEIGHT =v3� W V 43."' 3 r 3S / / ✓ lCi= o p3a.e4 <tf � �. r.¢ . � z > z6 ` 4De, V1i m V p f \a a:tm lw} �..v tom' �,,. ` o u�i w m i / - €' 'N 1- A v ALBEMAR" COUNTY ��+-3 r 43 6EP a 3 N�..r::. 0 ° ¢ - .. PROPOSED SIAM \( 11ii �A (A w , _ _ . __ N �i . [oT4 _�� X MAP GPARCELB G'A. A I ! _ -_- L Ti t FORC+ ENC IINEER NGEPLANS / / 36C Ax WALL HEIGHT 6 t 4 4 w AT a III feu v. 49]ACRESUBDIVISION / _ / / 9 !� /_ 43 SEE STRUCTURA G /:� V OF TAX MAP 3gG PARCEL B�- t% - / / d 0 PROPOSED EXTENDED DETENTION ?� a.94ACRE SUBDIVISION „� PROVIDED BV CIRCEO GEOTECHNICAL / / +,'Xi i. y 6B j y m / - s o 4x6 L- ■A. A _ TlM1/ : OFTAX MAP3G PARCELB '' ENGINEERING SHEETS a] &a8 4 °B S // 1oS. i� \ \ ^ r STORMWATERMNAGEMENTFACILITYAO. 2 ., - -A- 'J ��// V F 4a6 TN i t -4iz iii Ed SEE WPO PLAN FOR DESIGN INFORMATION F� , -._ / 'it �..i f yxx B\y � ��` j %ISTING STOR PIP TO REMNN qaR + VEPOEAEMENIDTH. :� \.� Y 48TW Fie E/8 BjBA 4�/ / BANDABBEXTENDED9HOWN _ PAR + / i6 3 3] \ ---- __� -__ 6 I 1 _�_ VDOT STD. EW �nL SIT z/ S+ -9�.,: �..__e, 4v �k9, - --WIRIPRAPOUTFALL VDOrsiDRAN t .4mL - -' WIRIPRAPOUTFALL NEWL - 5 4z3 1. f EXIETING)+ MAX WALLHEIGHT -6' -� I:. INVOUT -41 \ coumACr- OasHALLREMOyEDAMnGE EaloN r' _ v - -- - OGATION \ W TING) A _ �VV �. EXISTING LOCATION OF GUARDRAIL / Iwvoui_4ae s( - - - Y ��t v OF GUARDRAIL .5 "NgP£PIPEw o vu E- A a C / / t AExrENOex C (wmi+�i vezr +our ®z.�' -- cousaurnop'sowreaaoxsneu NSrADUEw_ �� / 43O _. - / - - VDOTSW €S $M MAINTHEIXIENN65RE A - '- VUVT D 44 T �� MA $RDPmx[cvrsrm![i IPETa RELwn... 'Pl`r': ": V.'.'.. zi -x- -x - --C a4 V IRIPRAP OUTFACE /'.,�.v..f. 1A7`va; ,�5�✓�cc?zlV/u -�. -T "c p'S6 -'_ .ri 's` ._. ' '-'L B _ _ _ L _ _ __ _ __ _ v... _ �`` ate.+ aC.^ '__••_ - �- __._.. �. -�i -L MOVERFLOW PIPE- QI " - PROPOSED VDOTDI ".i� E� '+n _, w/5 ROs(EPSOT3i 1117 - -- SE _ rvva o.G' SE01 �' -PRO SEDVOOTMxa A PROPOSED UNDER WPO- zoagg0 W R_ _ -- EpNEpE1GOIT[H COL ORSNALt RI6= gt6.f8(PROPOSEO� EMRNOUTEx PROPOSED O.g"VDOTSTO CORR.TVPESHDPE PIPE X53 RIM= .g9'IPROPOSEOj _ EXISTING STORMPIPETO REMAIN ��P( CJ "- MRACfORSNO.LL MOVETHEFXISTING p�EO )- -� INVERT N= peg.;3'( PROPOSED) &IN�VEPi OTIIT- Ga69Y(FXnING)_ L i TIM - / 8 VDI FORT- INTAINEXIS OI, iP�Ee =_ -- -��sL ST P 6zMa iN- OLETRAIL RIM 4os (Peo OSeD) �OW_aas+s(PROPoREq,� S AND BE EXTENDED AS SHOWN M Or -10' MGIM INEXISiR INVERT, SLOPE OU( 6 (PR E ] N 0 - _ / raACro� Er / ,- M snNG s�rEnou - _ __ - 120 -- - _ - CONCRETE DITCH - - '" -' _ __ :_ -- " -�+ � ...i..l_S/„, EPme HEEMELTDBSNPLL SL �I' - � v _ -.__ - � - - - G - - - -- - MAITEROFTHE MOE 4 `EXISTING ? RWSA - " /� _ MDIAMEieROirXE /PIFEio SM WATERLINE OSE g II VP I - rc_±�A � � SEPEfO- CNP <OWNEEAONTOENIRIRG0i8 (1�. 1ASa. Po1 D0� TO TYPESHDPEPI _ N W5�9 (PR POSED) &PE NG ro ors Am ' ' ! <I / 1 PROPOSED WALIN - SEESHEET, T� �. V V A ro r _ EXIS{1NG STORM SEWER / 0�.�/ .. -4 ,i I' I_ FORCROSSSECTICNS &DETAILS. '_� 1 - t i + - 'I/ ,;:'/ `6,po � V A 3 + /TO �EMA/ iA '/i �� < Li DI GAPPROVED SEE STRUCTURAL ENGINEERING PLNS / �� \ / /' / / /� �" _uNDEasaP xolD a4 1. /. _- I" L-_ G�° _- -r -. '� +I�/ /� \ "� \. / '\ / /1,vi! /f //, �. iii `�� ... ;�� ui W PROVIDED BYCIRCEOGEOTECHNNAi- - / ENGINEERING SHEETS 17 &a8. E:E �'�/ f LU '•, x vs �.r - -LOTa OPEN SPACE o.qB AC. p6TW lD o . � a BW 'v v a !i a5� NOTE EXISTING ID'GRAO t�l / / V LU yi y6 46D y3a.6B TC %430.68 TC �4B0 44vTW 30 yf aTT, rRpV VAA �`. &�IIVAGEEASEME +O // ® Q 6 ;2e` epS6' " - -ce++. va5EL 30.35 EP -?�28E 33 4D4 a V �i F- J Z 't _ 3v'35 43iL Q µaTW� F -36 g ,. 44z z *o l aF..lr / I 6. 18 . -. o yb BW 438BW 40 4 - 30 4z5.R4 FLT SP Jt r / J � ,ow ":y !i^ � a <i}. s l`," %�\ 11 EC U 0 r ?3.� t�3� / �� Q �/ o�J a 17 _ _ti x-... _t.. ,... :l. .r :.:44aTW .. +�4a>o6TC�.� - - - - - - �. s.., �'ae�.l -e- _.. - -. - §348W/37 EP4xfi.BV EP �� RS ^r4 ti� •.�- SEE PROFRE ONEHEPDT VV FOROETAIL =t <`•A\ / 11- + S S tD 's8 5 .� _ _. g ao , %9*SO ;Tm?s.1o+eD A'C aD +50 ' xaaoo s1a a .:. - si _ it z o-, ,. 48 + / "oo.. /� .u- : :R t - i} I I U z LV A _ 5 :xa 90 L aaa5o - :6 6FL , p sklu; -�/ -_ �= -,_ FLT `C, "M Fr.'t ,•�- m.U. -+ aI` r x1,T BOU�DERVIEWk0AD 4/PBAVAATERO .L_ �f a x• 2 ;' 'i../ �,.r 4„ ...'.+'^, q�('v .. �.�_ .�c44 T y. x./ \: A A /�//11 Y 31 .. _ . __ -• - -•_.. P, 7 ! v. i >a4MTRy�, , 44 f `* \ ; r A Q ,. v s:.:.T -• .�.. .., .^ / - f+ +f 4'A ^CO` iR' O W ,'��' Y 4 40 4 I I x-434 3 ., � � Al �43 S FL ,a.39TC r5� � Ln "u¢ . ��-A �.EC ARLE000INTV _4 ✓H'/ 4z6 7 ,/,, fr��.+. tv F_v _� _ .`. -. >i .�,. ,,,L7�y. / ,. '46'Vi1 tY +#:� � - -COT V A Y� 43D.o6 EP / .. , . ,. ..�j } Yit!, l V A t 1 �/ - °'::'PRIVATE'FL 4x8 PN: v ! ''^'�, .+•Ta. 32 t1 V A A� M'_A C #' S` i +.OFSWMACCE59 CATHN Nf' 11.x9ACRE SUBD ` A a .a' V AMANAGED SLOPES(TVPJ €r{'4x9 9 4, PROPOSED SWM \ C. / PR P SED VAR WIDTH 4 5 BW 6 4a4 BMW$ / 39,S'� 1= A 4 _ �y+ ±§� VISION 1 V A 7 W EASEMENT V '+� STORM SEWER EASEME p 9 f ii[7,€' A A PPROPOSED ER EASEMENT \ 431 1 {,t a. /, .t, "k;#'FT'. OE TAX MAP aG PARCELA AV A A f. [[ O V - r'"'" R9TORM SEWER EASEMENT STA. = +N '.-_v .. ..'e i! A GO GO -� a. 45 ACRE $UBDV$ON w. �V A / IT `., R P SED AILS 41 &Ra -5> SETS /�u6 }/ ,�"�. +`i,A A'+.D ROAD CONSTRUCTION @STA.ss ]5 * 4$ ._: i ,,: g f /tV P �� CAL � z.. O__F TAX M_AP 2G, PARCELB m �: ! FOR Cft0895ECTIONS &DETAILS. / AX WALL HE GHT fi / \�::, GRADINGIN THEAREAOF^ aH 1. (y :I� P A\ � m� 1g4ACRE SEE STRUCTURAL ENGINEERING PLANS -, a6C 'p( 6B t+ THE EXISTING BASIN PROPOSED Z \ SUBDIVISION PROVIDED BY CIRCEO GEOTECHNICAL / £T +' / ° '" N WPO-2014 30 PROPOSED EXTENDED DETENTION _ NIGER -' ❑� V OF TAX MAP' aGPARCELB +� ENGINEERING, SHEETS I] &aB. A A STORMWATER MANAGEMENT FACILITY Yr Irk pa6 TW /#' 446W 4vx 4301 :'A y } C`4,,T A A A SEE WAG PLAN FOR DESIGN INFORMATION i "+-:, yn BW E :.,y f/d `XISTING ST MPIPETO REMAIN 6x8 UNDERGR UNDDETENTION x `*' / /, s.F / iII:. (�TE'T1 t Q - 1 '- ' B38A t Jl BE EXTENDED A55 OWN - �'.?ACILITY MV- PROPOSED a.69 ACRE 5UBDVSON""� I / / / �; Y J`I f1 °` aQ tt'A A A v Cg EXISTING VAR. WIDTH.- - - -� .�� - - - ^ ^ -- + ^- �k+k'"t ` , 4z6 BW l'`'I* B3B -'' / / 837A �- UNDER WPO ZOr43o OF TAX MAP aG PARCELA -46 4% FlLTERRA INLET DRAINAGE DESCRIPTIONS __ ��" 0 I VEPCO EASEMENT /� �\ T� s��` i� i - *> 4a ro I :, f �� 4 ! Mv° 837 - _ .�� STR PIPE Iwavmenory _._ oravnnw N "- £ x. ry _ - 4 6 BW$, d n 3.! �: - _- '"`"1^rr - ad EEwuP sLwE IIN/ERT IrvdERr -.. cue rov- cWmeNts Ir f a ¢ 4:0 `- EXISTING VAR. WIDTH -- NO M4lERIAL�IRBTTTE SI sN V.x 1tVh 8 B39A oG -- ymf _ V Ca E]SEMENT��- Fse rt _(AT__Iry our FlL7ERRn i 3 e�vnnMON - -y - VDOTSTD.EWa _ _ I ` I� _1' -�J '� -' 41 o BV! - /+ ,yox� - ti -._ SW EA MET _ I4I 11 BG %" RE.1E a9W c6c35 Ai GD -- WIRIPRAPOUTFALL - - _._._... rn._._Yr � _ _, .: _f. .. l ,T'0 .,,,. F4� PA `; - - _ _ _ - cOS a uJ o -/ / / �.. -_ -- / o w p � - 6 WPO 10 ER 3e __ 033 ' cGfi 12 / \ SLEzFINGnrv4Y \, - - -1 /,' MAX.WALL HEIGHT 6\ �'? �.; p, ,11� _ _ Fes' _toga Nzow_ uiGr ax5w 5w+a5 PVC EaTEMa cGb 4m' asuv _ a N a % RIM- V368(Etl LEAFING) \ -- ~4 ✓/ INVO T t - ,w CONTRA Cr91F5HAVEREMOVEJAMMAGEDEN05 €mDN 1 : / T- _ )OIi NO. °4za i snus sa CAP 1ffis= ®nsass -_ -._ aEXBIUOEaRSrmcy mm"EmRYVRN�F / /' / ,ry--. a4A jp -7? d' - _ _ _. oos a nao sR _ 4zx- _(EXPINGwvErzrourm�a� ____ NrvsYRUCTt .<vn'rRACI'azsHAti lwsruLNeny. -�� / `* d SWMOUTFA�� - - -._ Dae. - -� d _..PROPOSED UNDER _ Pte- �� _- % door . 151%A+filrazM THEEVISENGavPES La3A - - -WPO- o o __ 'Y} +,t ^rs4 "PAY U,ROFTHE.EXElKMPETOREMAIt4� -. _. a \ W RIPRAP OUTGHALL \ -3 - FLTEFan cc,5 a>s azfi31T + •� + _ /L - 1000 BiGAv 42 ?B ¢r200 SaRPVL 5 E '..T / o iv -� DI -se ccs a ¢zE.io 1 40 ...�.:. avJ _- __�- -_�`_- -lt. O VRFLOWPIPE" RovOSSD 00i HDq V y PROPOSEDVDOTDIq xoD SFnvoaTMHa PROPOSED UNDER WPO¢av490 WATER QUALITY SWALE a A G6 ¢r ¢_no PS " -, SEMINOLETRAIL A RIM 40833 lPROPo5ED) _ RIM= .gBIPPOPOSED) - --- -�� -L -NO. RIM a8'(PPHPOEEO - PROPOSEDOI VDOTSTD .CORR.TYPESHDPE PIPE' INV OVT= 405.3(PROPOSEU INVIN= 4e559(PROPOSEDI / o EXISTING STORM PIPETQ REMAIN O149D -- a 100C 10 FDY4 Jx356 ¢z..50 SDR35 W_CI 4 b PROPOSED UNDER WPO - OR OUT (P0.AIP�sED1 US. ROUTE ag L_va AGSLOPETOMAYHIERSnNG(1DSTRl ! Iuvoui= goE.y(PROrossnl -+ _..y_ -_ _ J -J _i NVERrn RVEM( PROPOSED) 9 INVERT OUipo692'"ISTIw) / o ANU BEEXTENDEDAS SHDWN xe Da3 cGS s ¢Z,i.91 4x0 470 46o 450 440 430 420 460 450 440 430 0+10 0+20 0 +30 0 +40 0 +50 o«6o 0 +70 WALL SECTION G BOULDERVIEW ROAD - STA. 23 +69 480 470 46o 450 440 o+BO 0«g0 i +oo 430 (SCALE: 1 " =ao') o+oo o +0o 0 +10 0+20 oyn woo o +So w6o 0+70 WALL SECTION H BOULDERVIEW ROAD - STA. 23 +99 450 440 430 410 0 +00 ano 480 470 460 450 0 +80 0 +90 440 (SCALE. 1 " =ao) FT �• -.:r1 f�a __- 4 GRADE a �EX15TING 4HANDRAIL s 430 PROPOSED 4 SEE DETAIL, SHEET i7 EXISTING GRADE WOODEN FENCE.'. PROPOSEDGRADE I TW 430 - -- _ - WALLHEIGH , T =3' -- BW =427 BOULDER VIEW ROA '_ NOTE: SEE STRUCTURAL PLANS BY CIRCE0 1 5'S(W ENGINEERING FOR SPECIFIC EMBEDMENT DEPTHS AT I EACH LOCATION ALONG WALLS, SHEETS I7 &18. OW L (SCALE: 10) 4eo GRAPHIC SCALE wo 200 HE FEET ) 1 inch - 60 IF 0120 0 +30 0+40 0+50 WALL SECTION I BOULDERVIEW ROAD - STA. 24 +41 430 0+10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 WALL SECTION D (SCALE: i' =20 BOULDERVIEW ROAD - STA. 21+97 440 430 420 410 400 0*00 0+10 + 0+90 0 +40 O +So 0+60 WALL SECTION A (SCALE: i' =1o') BRIARWOOD DRIVE - STA. 0 +94 440 �• -.:r1 f�a __- d L- E PROPOSEDGRADE 4HANDRAIL ` S SEE DETA145HEEi17 430 PROPOSED +{ EXISTING GRADE WOODEN FENCE.'. -- [L`� '_ ' 7.ExlsnrvGGRADE r "f I (SCALE: 10) 4eo g1 _ __. R HAND RAIL oX'E SEE DETAIL, SHEET 17 TlN 441 LLHEIGHT — WA 5 8W -436 BOULDERVIEWROAD NOTE. SEE STRUCTURAL PLANS BY CIRCEO ENGINEERING FOR SPECIFIC I I -- r// - EMBEDMENT DEPTHS AT EACH LOCATION ALONG WALLS SHEETS 17 &18. S'SIW RNJ. W O _ SCALE a'= 440 430 420 410 400 0*00 0+10 + 0+90 0 +40 O +So 0+60 WALL SECTION A (SCALE: i' =1o') BRIARWOOD DRIVE - STA. 0 +94 440 — 1 d L- E 4HANDRAIL ` S SEE DETA145HEEi17 430 - PROPOSED ' TW_uN - - UTH OpD l �N QSCOTT R 035791ac U Lim Na OUSy9LY 10� -1 °L Tiic ORAL L1 z ai £ LL O 1 O - V O V O £ V O ) o N O O w PC V O G ® E a 0 °sa w >� oc ow UI o w wI� rc 420 - NO E SEE STRUCTURAL PLANS WALLHEIGHT - BY CIRCEO ENGINEERING FOR SPECIFIC EMBEDMENT DEPTHS AT =6' EACH LOCATION ALONG WALLS, BW 44 i� I PF SHCETS17 &18. ?,z 4101 BRIARW00 DRIVE .. __ 0+00 Ono a+zo 0q0 0 +40 O +So a«6o ED WALL SECTION B (SCALE: 1 " =ao') i% M BRIARWOOD DRIVE -STA. 1 +40 L N Z k V 440 PROPQSED GRADE ' 'I � LL 4 HAND HAIL SEE DETAII,SHEET7 � � "' - - EXISTING GRADE 0wo 0 +10 0+20 0+30 0 +40 a +5a o+6o 0 +70 0+8o 0+90 1100 430 - - - -- 1 `06 - - -- a - -DE -- N O WALL SECTION E WALL "EIGHT 3 4 ,I > J _____. BW -y15 5 BOULDERVIEW ROAD - STA. 22+44 a: 'r TW'43 W W Q J W w SPECIFIC EMBEDMENT DEPTH SAT is CO 48a .. _ - -- 420 O E SEE STRUCTURAL PLANS `WALLHEIGHT 6 - > �H./y� BY CIRCEO ENGINEERING FOR BW=41] k" Vl Ca PROPOSED WOODEN FENCE — m PROPOSEDGRADE ._. 1 -_ _- 410 -- ��SiA &18 BRIARWOOD DRIVE 6� EACH LOCATION ALONG H T O I--I O m o 470 / o-' O+oo 0 +10 0+20 0 +30 0 +40 0+50 0 +60 w U U L o WALL SE Tf N SCALE "_ Z = w a ° o +6o o +yo d L- C O C ( 1 =10) U -- '_ ' 7.ExlsnrvGGRADE BRIARWOOD DRIVE -STA. a +77 (SCALE: 10) 4eo _ ° -- r// - RETAINING WALL NOTES W O _ �. - )� {,{I — (,,; -- J a SEE SHEETS a7 &aB FOR RETAINING WALL DESIGN& RELATED DETAILS ~ E J COMPLETED BY CIRCEO ENGINEERING. t« 410 _. _.. - _.4 RAIL -7` (. tn 1� SEE E DE z. THE OWNER SHALL ENGAGE INSPECTION AND TESTING SERVICES (QUALITY Q w �r CONTROL) DURING CONSTRUCTION TO ENSURE PROTECT DESIGN REQUIREMENTS LU O ARE MET, THE LACK OF QUALITY CONTROL BYTHE OWNER DOES NOT RELIEVE �J W .:' g TW THE CONTRACTOR OFTHESE REQUIREMENTS. L x Q -) A 440 -- -- - - -- - -. -_ W __ -I �11 3. QUALITY CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO FOUNDATION F- ^. ALL HEIGHT Iz SOIL INSPECTION, VERIFICATION OF GEOTECHNICAL DESIGN PARAMETERS, AND V) P m# 1 VERIFICATION THAT CONSTRUCTION IS IN GENERAL COMPLIANCE WITH THE H - I DESIGN DRAWINGS. J W Q 4. ONLY QUALIFIED AND EXPERIENCED TECHNICIANS SHALL PERFORM TESTING I_y 430 - - -- -- =430 3 - -- -- -- -- BW - 90ULDERVIEW OAD — - -- AND INSPECTION SERVICES. _ - J s=in a m / NOTE SEE STRUCTURAL '1 PLANS BY GREED ENGINEERING FOR SPECIFIC C,� (^X, EMBEDMENT DEPTHS AT EACH LOCATION ALONG WALLS SHEETS i y &16. NOTE SEE STRUCTURAL ENGINEERING sY R)W' ''. PLANSSYCIRCEO GEOTECHNICAL 0 O O _,- +! ENGINEERING, SHEETS a7 &08 FOR FlNAL (V o 0 0+ -- _ __ DESIGN OFRETAINING WALLSYSTEM o+oo ono o+zo o + 30 0 «40 ogo 0+60 +80 wg 1 +00 o WALL SECTION F RETAINING WALL CONSTRUCTION NOTES (SCALE. a' =10') �f //7{{ BOULDERVIEW ERVIEW ROAD -STA. 23 +30 1 SOILTESTS TO VERIFY SUITABILITY OF ON -SITE MATERIAL USED AS m REINFORCED FILL ARE REQUIRED. 7.!1 { z. SOIL TESTS OR REPORTS FOR IMPORT MATERIAL USED AS REINFORCED FILL JOB no GRAPHIC SCALE ARE REQUIRED. 722076 LANDSCAPING NOTE: 3. ACIVIL- GEOTECHNICAL OR STRUCTURAL ENGINEER'S REPORT CERTIFYING - :n AREA BETWEEN WALLS #1 & #3 SHALL BE HEAVILY CONSTRUCTION IN CONFORMANCE WITH DESIGN IS REQUIRED. SCALE - LANDSCAPED TO PREVENT TRESPASS. y. MONITORING DURING CONSTRUCTION BVAOUALIFIED AS SHOWN /( .__ IN rEO - SPECIALIST (ENGINEER-TECHNICIAN) WILL BE REQUIRED. SHEET NO. I inch = 10 It 5. BEARING CAPACITY TESTS FOR WALL FOUNDATIONS WILL BE REQUIRED. 5 NOTE: MANDATORY INSPECTIONS AT THEFOLLOWNI RASES AREREQUIFADBYAll ROAD NOTES ENGINEER TO CERTIFY TH [CONSTRUCTION OFT HE ROADWAYFORFINALACCEPTANCEBY RF 10 NOTES wY w vaDN a H assailable Fp . N r car n . GRADING ALBEMARLECOLNTY: Devgn CBR F THE LATEST EDITION OF THE ROAD& BRIDGE SPECIFICH IONS, THE ROAD& BRIDGE STANDARDS I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED- OF THE VIRGINIA DEPARTMENT OF TRANSPORTATIONS PEST FICA I IONS SHALL GOVERN THE Bare MATERAL AND CONSTRUCTION METHODS OFTHIS PROJECT. F INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT OF WAY BEFORE BEING z. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALT. BE REMOVED FROM COVERED- THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE 3tfA5 MATERIAL TO THE SATISFACTION OF THE ENGINEER. III CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT Of q, ALL GROWTH OFTREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE ROADBED BASE MATERIALS. EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCFS AT ROAD INTERSECTIONSSHALL BE REMOVED. I¢ A FINAL PAVEMENT DEBTS N, BAS ED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE 4, ALL VEGETATION AND OVERBU RD EN TO BE REMOVED FROM SIT OU LIFER TO SHOUL DER PRIOR TO COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. THE CONSTRUCTION OF THE SUBGRADP. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED DRAINAGE PAVEMENT DESIGN, PRIOR TO PLACEMENT OFTHE PAVING COURSE OR COURSES, FOLLOWED BY FIELD z ALL PIPE CUP EXCEPT PRIVATE ENTRANCES, III TOWN HEREON ARE TO BE RCP WITH DENSITY AND MOISTURETESTS ANDTHE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. MINIMUM COVER OF ONE (1) FOOT. bareyL} t- STANDARD S) TO BE PROVIDEDASINDICATEDON THE vL CONSTRUCTION OF PAVEMENT, DIALECT NG DEPTH AND DENSITY, U PON COMPLETION AS PART OF THE INDICATE HEREFIRLDCODITORCpN KATE DLANS,ORWHEREFIANCE FINAL INSPECTION. BEA MINIMUM OF g- ALL PIPES LL BE 22.5] HAVE AMININ M DIAEEPIPESSHALL HALL BE PLACED IN ACCORDANCE DIAMETEMENT I )INCHESANDSHALL BE PLACED Ed i THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERAND ALBEMARLE COUNTY A WITH THE EVIMUM FRAN UNLESS OTHERWISE VIRGINIADEPARTMENT OFT' RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE TIE MI NIMUM OF 48 HOURS PRIOR TO EACH OF TH E ABOVE PHASES OF CONSTRUCTION TO SC.HEOU LE AN N DO NOTED INSPECTION. INPLANS. 4. ALL DRAI NAG EINAGE EASEMENT RANGE THE SNATIURAL THE S ASEMENTS SHALL EXTEAND O POINT ED ENGINEER DRAINAGE EASEMENTS SHALLEX TENDTOAPOINT DEEMED AS NATURAL WATER ir. FAILURE OF THE CONTRACTOR 10 SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF . COURSE. THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TOD IE ROADS NOT BEING ELIGIBLE FOR STATE 8 MAINTENANCE. PAVEMENT General Construction Notes v. AN ACTUAL COPY OFTHE CBS REPORT IS I OBE SUBMITTED PRIOR TO THE PLACEMENT OF THE a- Priorto any con4rucIIon within any testing public rtghtbf-way, Including conneRlonto AGGREGATE BASE MATERIAL. IF THE SSA VALUES ARE LESS THAN 110, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSAL D METHOD OF CORRECTION. any WHILE road, a permit Shall be Balanced from the Virginia Department Of E MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COPACTION Z. SUBGRAD M Transporta0n(VDOT1ThIS plan as at maynotacmrately reflect the requirements of 9 BESTRE BASE IS PLACED. rthe requirements ofthe permit shall govern. the permit Where any discrepancies Ocw m 3. MATERIAL MEETS z. All materials and (.Onstrution methods shall conform to current specifications and REQUIRED 6 RAONSELECTMAT'ERIALSMUS PRIOR TO PLACINSHOWINGTHE REQUIRED GRADATION FOR E I, II, OR IN PLACING A HE BASE. standards of VDOT unless otherwise noted- WANFDIN THE EVE ¢ THE TO MI TE BASO WAIVED IN Erosion and slllatlon compel measures shall be provided In accordance with the approved 3, pmvl THE AGGREGATE INNING AT THE OMP ETION OF I doDA OF THE AGGREGATE COURSE IS BEGINNING AT THE COMPLETION OF THE SURFACE COURSE 15 control plan and shall be installed priorto any tearing, grading or other PRIOR T BASE IN THAT THE SURFACE COURSE IS APPLIED PRIOR T06o DAYS, THE PUGMILL THE tun. construction REQUIREMENT MENT WILL REQUIREMENT WILL APPLY. 4. 510 p rid' b eto bef rCl' d es). and mulched S, THE OF AGGREGATE I WEENPLACIN6 The allowable Plate chic i F rtical). Where reasonably obtainable, le The maamum FOR DE TH, COMPACTIONB F 6. SURFACE TBEAPPROVEDBY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE BASEM BE are be achieved. lesser slopes For better re fm IS APPLIED COAT in et M1 -tM1 i of the Paved, rip tbl MT tlne ditch ssaybe rip rape infiCa ERNST MUST BE DIO BASE MATERIAL PRIOR TOPLACEMENTOF ASP FALL T, PRIME COAT MUSTBEf order Cunty Engineer, ordesgtee 25deemed necessary nONer YO neb'I'zea drainage County 1.3 G (PRIMIDDLESUSPACEETOBEAJPLIEDI - dlannel. 8. BITTRANSPORTAIONSPEBEICATIODINA000RDANCE WITH CURRENT VIRGINIA DEPARTMENT All ff control signs shall conform a[M1 the Virginia Manual for Uniform Traffic OF TRANSPORTATION Tontrol vices. Controls 9 ENCROACHMENT TS, WALLS, SIGN. SIMILAR ORNAMENTAL STRUCTURES NOT B. Unless other noted II L pp shall be concrete - CIdardL PERMITTED WITHIN ROADPOSrSC APACIY ORT RAF SHALL ITTED WITHIN ENHANCEAROADNLY HA c On for underground p pe- nst6laTmn must mmDIY'^' .h OSHA Standards for g. All excavation o must comply ED Y WAY. ONLY THOSE E STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED RIGHT THOSE STRUCTURES TREES the Construction Indus[ryh9 CFR Part ngz6). onstru T VIRGINIA DEPARTMENT OF TRANSPORTATION MFlV BE LOCATED WITHIN THE STREETS RIGHT OF IA WAV. General Construction Notes for Streets (This fC is in add f m the General Cur doubt on Notes) L Con structrom p t 4IIprop EPA] roads " m he d eve I opmentw I be made by the a Dons. The contractor must notify the Department of Community D I Iffurnal ( 96583 )48 n advance f I he Fart of construct on a Upon completion of fine grading and preparation ffh bed subgrade tie contractor Can Have CBRre4s performed on the subgrade soil. Three copies of test " required, shot submitted ' eM1 Counts b' q a e s- ulCere of is or greater in net obtainable, sed ef des gnshallbde tl ig g and b t for st Surface dra and b retained t rght way or within easements prior to acceptance nce by the he County All storage U[f mrRSamtob eexerid d toabeondaly o Aran atNra l wat rcear50 Guardrail 1 t approximate Exact length, and appropriate dtreatments wl befed verified at f o mrawaon Additional guardrail yb erequired t onsnot shown w h- in p i ho County r designee, it deemed necessary .Whe guardrail it shall b st I dfour (4)f t offset f the e dge of pavement to the face ofguardrail and roadway shoulder widths shall be ed to seven (1)feet. 5- Where urban cross sections are ImmII d, all residential driveway entrances shall Carl to VDOT C( 9(A, BOr C). 6 -Where rural crops sections are Installed, all residential ddvemiayentrances shall conform to VDOT Concord IRA Z Compliance with the minimum pavement width, shoulder width and ditch sections, as worn on the Typical pavement section detail, sea 11 be strictly adhered too S.Road plan approval for subdivisions is subject to final subdraeon I validation. Should the final plat for This project expire prior to signing and cordation, teen approval of these plans shall be null and void. 9 All signs ur other guldhory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordmance and Manual. o. TELL control or other regulatory signs or barricades Thai l be lo called by the developer when, In file opinion Ad the County Enee designee, they are deemed necessary in orderto provide safe and convenient access. is The speed limits t0 be posted On speed limit signs are 5 mph below the design speed, or as determined by VDOT for public, TAX; no VDOT standard GET or CD a cross drains under to be Installed under the subbase material at all cut and fill trail Peace PLO Made sag points as shown ou the road profiles. 13. A video camera Inspection is required for all storm acres and culverts that are deemed Inaccessible to VDO I or County rRol the video nspert on Rural be conducted', accordance with VDOT`s video camera inspection prose lma and u th a VDOT or County inspector present GENERA. NGTES.. s ** all wei TRUNCATEO DOME: NOTE: SEETRAHICIMPACTANAU SIS FOR THE BRIARWOOD COMMERCIAL DEVELOPMENT PREPARED BY DAVENPORTENGINEERS.SEEHGORES - SITE PLAN FOR SITE MAP, TABLE 4.z FOR PROPOSED HE TRIP GENERATION, AND THE SU PPORTING DON MENTATION SECTION OF THE APPENDIX FOR EXISTING ITE TRIP VOLUMES. SURFACECOURSE MTERMEDIATE COURSE I COMPACTED AGGREGATE BASE COURSE, VDOT #uA OR VERB DEPENDING ON I ab W s T UNDERIN AIDS A SOUBGRAOCD ASPHALT PAVING - ROADS NO SCALE ate 4 Paterrent [ROSE (VIXJT PMaf m p1 Oeeigl GUI aswnent. Del (Based on iTlOT RayniEewlaill Staakarda Pra_pmarel Pan e en[Dest RF 10 NOTES wY w vaDN a H assailable Fp . N r car n . B «anon Devgn CBR SW U SwfECe IT 3 Bare I b a 5dF6>az L OP 3tfA5 &lf -2S 21BStib. DP ADT se z I Cy O Q SlwhEa {h} Sxu @} bareyL} �LgU.DERVIEN DRIVErRQAD eL:n` '. 5 22.5] SM-9_i N R > 225 31vi. @.5 225 219 S O..6 2393" 2 e 8 285_ H— (n r- HI R U) V d _ Ric O As i.Iv1'TREE 0W 17 16895 5 5 -.'.79 S1r10i 2 225 Bfr325 63 125 ME S 0.6 2393 2 5 S 265: cw W MIT °', G M � as U U-1 Q E a U :BL4RtV0® 21t'c EXYAN4IDN 12253 ib 16 22 SN6J9 2IGr 245 BM23 65 2]5 21B it 0.b NT5 2112 tid11 S 235E loos t E.vs[;ngB ev ode-e la emrtstru'LMe (312 SaYE43,5 SMF1T 65 2IH? U Bfarn'MM Lksce CBR are based an(S)fre1d CBRs P'r�Emed bf 6oxhEogtantrq_asslatad mare�adakdScltember2m ,2011_.. ._... -_.. Ikagnhlli' �rsaasdmt'mfflf Bxlammal].A br de Pmpesad Baarnva3 des e4ul'�aa Cwxesl -sxgl. ATtitsegtau-dmrwot��tufhuf 9c mfat hDTwRmde 29 k =. viemry�mYBnarwoud kEVx..aalal drily rcaDs en do po} eedP armovat dwelLTweotisaatiripakdm ha ®xh]mws �odn trial TsAceagnADT. Pe�SW W;,eWeotdcsignbsEed a6ow ts+Jr41a em=a[As€PRfe�wd ti, aedug Pods frr As=s PROF osd le BEiaf\vmmdiievelgmeffi :oThed mitsa bas AN s UP magg _ TLe Sol pa rme�deM� 3ra11 be Lased mE aw C5BP.5 tlx ernes ofrcad mHTLCLea East _ GO a m+une Cux3&n R I --- ..... corm&tote •cnxrnne ��ksRUUxo vows, TRIP TYPICAL NEI GHBORHOOD5TREETSE CTION(47PRIVATER/W) BOULOERWE DRIVE, BOULDER VIEW ROAD BOB MEE COURT DESIGN SPEED. ¢5 MPH N_o ra and, ar _ _ _...... ram NOTES wY w vaDN a H assailable Fp . N r car n . B 1 $3 he �� 1211 aid J. n PR xw CO ¢STn� Z w rreu k =amts: wax., 4. Frov? Lao hirm was J D b ' a e. p• D D — D n'nw MTM OF THE 2�0 all 09 mO TFP mE Ed`,wpren In COMBINATION 6" CURB AND GUTTER all Clowaloicar ar INKFURRATOR ow all SECTION A-A �Sw m SECTION B-B land OIL GINERAL EET IR 11c; OR TE OEtECrME wmR sADAOW SEE G& TYPE e PMµLEL MPLICATIDN Roger 0 � Ul7NB BY Role CG -12 'I TYPE E van < Bi L= un a TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TABLE WARNING SURFACE IALLEU \APPLICATION MR, BAR nor q "CONC.Ocoo RSIAT rxlsr t- y- z9DAYORSTRONGER CE I AGREE IF ". .F, ✓L N. / g zz -A STONE BASE SIDEWALKDETAIL NOTE ADD UNDERDRAINSALONGSIDEWALK ATSPECIFIC LOCATIONS IF WARRANTED DUE TO UNUSUALLYWET FIELD CONDITIONS. TH 0 S �ME . BCOW R. COLLINS 'Z O O Lee_ No 0357912. g 91ITIIIT use' �a�I ONAL ENOs CO) r N Z NIPPON 'Et NIF se Roger 0 � Ul7NB BY Role CG -12 'I TYPE E van < Bi L= un a TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TABLE WARNING SURFACE IALLEU \APPLICATION MR, BAR nor q "CONC.Ocoo RSIAT rxlsr t- y- z9DAYORSTRONGER CE I AGREE IF ". .F, ✓L N. / g zz -A STONE BASE SIDEWALKDETAIL NOTE ADD UNDERDRAINSALONGSIDEWALK ATSPECIFIC LOCATIONS IF WARRANTED DUE TO UNUSUALLYWET FIELD CONDITIONS. TH 0 S �ME . BCOW R. COLLINS 'Z O O Lee_ No 0357912. g 91ITIIIT use' �a�I ONAL ENOs elf Rr as an Nze r' CO) r N Z NIPPON 'Et NIF se z Cy O Q LE) E O it N O I.- a N R > cz EM " b� (n `a w e Q H— (n r- HI R U) V d _ Ric O As 0 < Q Z SE r —1 v as DO DO c 2 U J Q cw W MIT °', G M � as U U-1 Q E a U o �/� GO in ° U t P- as ® J Zo3 LLI Z U E CC O _ GO so piOr r o LU Q O m£ re OJ ° J Q m re Iy IRS E£ r al m 'a 2 z F _ � m w al Q £ ° as an as do al w Oa Lu W upo mawm s a e S Ex elf Rr as an Nze r' CO) r N Z NIPPON 'Et NIF CL Cy O Q LE) O it N O I.- a N R > cz EM " b� (n `a w J H— (n r- HI R U) V d _ Ric O As 0 < Q Z SE r —1 v as DO DO c 2 U Q cw W MIT °', G Y � n U-1 Q E U �/� GO I U t P- ®z ® J r; c LLI Z U E CC O _ GO r0. F— r o LU Q BI J Q m 0° N a n DETAIL or WOODEN PRIVACY FENCE NOT Rod SCALE f J J I ALI ON HAD LS Tv AN•,TOr sL, FEG EATON , 'TSB II 7P.L;. t l BL L '4,eu' WILL T F 4.. IT c I .o TC'E rr BID 0 Q%ASE E.- ic- Arl PC 111 r era 4 HQE z 1 \_F . \TEIt SE NF \ N J'FL CAR ItF A,% I A A Ill A ON OE OUJE FIT ICA rr S T F F =L f N r a. BLE ET, ` Sa C7L� if AC 1 11 i � ITI a ! F'L.A. CIA I All ACUSH � /I FACT NICE CHAINS MAIN ^.E.EJ FT H IF AHI . Al TEC A oT CcvDEA TA E0.'.& Srn C .0 , TM zA; C SERV CIS 'L ATI, 7) TEASEL _ S IN r e_ r._ )if rT IN _ ALE L <T HD IAPABA L F P F AL ,;F,Aa If FAa .E v i a 1111111111111111 111111111111111 II II HE RglEg il ' Z CHIEF .n - F i r ELNL "v P3 GBC so, v rr e[ PC "INC rp T} TIC DUAL � r - A fC d1I _ orr _ ov ee CLINIC T .ucx i UP F DIC UTILITY LOCATIONS & EASEMENT 1'(IDTHS - x- � ,oPPO sn _. , or NTT — _ D __ _ -- 4 TYPICAL SERVICE LATERAL IN51-ALLATION NTT FIG N G 'A COVER OFT FALSE is SZ" 2 BB" ,z ,fir i EFF IRON AD AN YA I � ` PE SLOT (2 PLACES) NOTES. (1) FOR TOUCH READ METERS A 1 344 DIAMETER HOLE IS REWIRED IN THE LID. TYPICAL METER BOXES (5/8 " -i'- METERS) NTS New, IC I L E SUR CIA ACCEPT R PAT BR R TE 0, IAA, CA E PAL A CND T D fig E 3 ALI "PP &P L ASUPI II FE r CARPET Ff SiDALL tie L . L IRON .N r PE /n L ' A EDS RfI L o b IH e ' :nrs GI FAX P A o MINDY U0 CLFVAT IN A FF RELCF If A F t �l VrL HA 9 J E L CD FT ,I IL^ / is VII F DEED, IS IOC 1. O'v T P I r RR /S NO }B ET � i DIP, Of 3� PILL I M< Cie I STL r I. 5 C A PE . CE L �ET 1 tD VS TENT AN TY ITIVNS E H L D L SFP CITY', L AIR O BE i-. 6.. -...E IMAL IT, (OPT ei LPN ^Le AT AlAt OJ I _.L6'. N TH UF FP 'E- TYPICAL MANHOLE WITH DROP CONNECTION I T, FIT, e I -C D 2V NOTE: MANHOLE DIAMETER SHALL BE 48' FOR MANHOLES WITH AN EXTERNAL DROP CONNECTION. IF CONTRACTOR CHOOSES 10 INSTALL AN INTERIOR DROP CONNECTION INSTEAD OF AN EXTERIOR DROP CONNECTION,' THE ALBEMARLE COUNTY SERVICE AUTHORITY WILL REQUIRE A 6a" DIAMETER MANHOLE. C WITNCS -CASH IN BLUE L, BIRTHS "Cn� AS'SID F L Al IVEF L C TI I I MA AT , V b C:: GHJ n. LET/ i If NI !WIUAM F .I [L CSAE" I y WA" L11LI SIE VALV SUB LID Tr A' I .'HL ESTOP ! k lac If // WATT CT U1 1[111. 1 1 ..L If J. C,IIFi II .0^ P.5). 'OIL, 2FTF 2n r E[4i Ji91lln HBLT E1Crc —a r \, Y NOTE III AEMJ RcAS ',ALI E xeS Si9LL AMEN, IX (a) HHH-C Aac AT TYPICAL aATE VALVE LA CAESAR GENERAL WATER& SEWER CON SECOND A . 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 o. TH E N 0 0 F WIN ANN LITTIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN SHALL, HE HIS PLANS OWN WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES, MATERIALS SCESSEERY ONSTR. 3. WATER ANDCONSTRUCTIONNGYRAM PLY WITH OPTED RENT EDCSA. OF THE GENERAL WATER FOR ALL ER VATION HAD A TOW SPECIFICATIONS, As ADOPTED BY TIiCACSA 4. 1HE DATU CON]DOCTO ELEVATIONS SHALL BE RFIOWNIN NATIONAL GEODE AN SURVEY, ILL WATER AND SEWER SHALL HAVE FORNOT M OF MI SS AN VOFCOVER ME). S ( sez] OF ES ALL DRANT LINES, 6. ALL WATER AND SEWER PIPES SHALL HAVEAMINIMUM OF O 3 RED FROM THE TOP LATERALS PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE IVDRANT LINES, S LL WA ER AND SEWER WATERLINES ETC. T. VALVES ON ANVSEWERAPPURTENANCES ARE TO BE LOCATED DEQUA ERE THAI AT HEVA 8. VALVES A FUTURE EXTENSION N SHAL US THE TO PROVIDE ADEQUATE RES fRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. THE ASSOC, 9. TREES CONTRACTRSHALL BE BEPOKESAEASEMPNT. 10. TH REGARDING BASS SHALL RESPONSIBLE TO COMPLY (SENATE NO LEAD REGULATION REGARDING HE FITTINGS EFFECTIVE JANUARY 4,zm4( SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). BLASTING NOTES I . BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS O THE AUTHORITIES HAVING JURISDICTION AND BY SKI LLED AND EXPERIENCED BLASTERS. ABLASTER, PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIORTO COMMENCINGTHE WORK. z. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONS BE LITY OF THE CONTRACTOR ADDICT DEVELOPER. 3. PRECAUTIONS AT CALL BE TAKEN TO PREVENT I NI U BY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY FIVE (25) FEET OF ANY COMPLETED WORK OR E P E A '!IONS ARE TAKEN. ENDS OF ADJACENT ES ANY JACENT TO IT IN LASTFENLESS PROPER R C U DTILITV LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. A. THE PROPER UBLIC PRIORTONSE COMMENCEMENT GIVEN TO T OF BLASTING COUNTY VICE AUTHORITY AND THE PUBLIC PRIOR SAT R TIME OFFEASTINGOPERATIONS. AND WRITTEN PERMISSION FROM THE MARLS HOLIDAYS WILL BE COUNTY PERMITTED ONLY WIT SPECIAL 5- SATURDAYS, WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE A N EXISTING ITY. fi WHENEVER NEWT WITH IN ISIO VICINITY U HOR ITYTING UTILITY,E SHALL ONLY BE DONE WITH DIRECT ONSI SHALL SUPERVISION LE RES AUTHORITY ANY DAMAGE C A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPON5181LITY OF I HE CON) RACTOR. Pay T � ee � J e'A T -�/ AM 01 ETC IF A I t 1 r R TEE 'R "E I ITTINGS - IIJC, FLJ IT n L aCHI 6 a RFC., .. c —SIT I'L IN ` RT L IT N T >N I I 4'..F 10 SIFEE A 15 of 1 DU 11 32 2 CC 01A I , THRLS, BLOCKS FILL LLALH IFIL IS cN_ACR 11 L PIPE INS CITY LGES IRE[ O., (FANS 5 F -: D ND_ AND` AT A I -S. 5- L64d IS 1. , (W, n -T 6 LNCHETE S B OARED O R A FIT JVw 4 Hl CONSALTIN V III LI ', FS -- I .A I L 0 r `FO r Y HIP LEFT I E IZF I THEM 310E CS 1 CONCRETE THRUST BLOCKS DTS F. NF -3 13 .— 1 PIPE }HTPFF fIID f1:4P I S 1 C Ar.T P P>� -EE ( F III 1 of � i �10 h l2 2212 �� a V� of — NOTE :NOTIFV RWSA ENGINEER VICTORIA FORT AT (434) SAY -zWO X mSAT LEAST THREE DAYS NOTE LIT PAINT MUS T rLD rAP IJICI OT Es. VI L 1 1 w,L. ?HSH IS F- I T < STANYIAD T }IFNT�J BRAFICI CAN A fr IN ° ° r ._yIT _a AJ 35 M 114 l F T7 T �q {TEE T RIO[ G V }ACAS 1 fl. 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Na. 035491,2 gn�Iv ��' 'bm s �£ ZONAL 2A� PA NY CH ol BN IS US 11 0 AD ST EPA AD AS Al AS BIRK O £ £ w O 3 O� V Q O r> L9 �L (n a k � rc � H 'o Z� j O W� f p ®£ 0 u, 'o m £ G s <�s a w s w y m � w tIJ � � Ad p 5 ED I iil, 0 Lu FIE ul Z Y J O J E ^ w c Q � U � W z 0 EACH CC G 0// LL. E3 L-F F G G; JOB NO 122076 AS NOTED SHEET No s.NO L la - I i i � Y ° ^I >} I o 0 0 o aao - -: o11 z z._ o o I IL. , ^, ,n Its n n ^ &G I I S SO }G 3 3 ` 2 3 3� / / E E 16E ( ( 1 14 } 2 l l d C C 3 1 ( d NOTE LIT PAINT MUS T rLD rAP IJICI OT Es. VI L 1 1 w,L. ?HSH IS F- I T < STANYIAD T }IFNT�J BRAFICI CAN A fr IN ° ° r ._yIT _a AJ 35 M 114 l F T7 T �q {TEE T RIO[ G V }ACAS 1 fl. I FF JNDAATU BED v S6 CELL 'T EEL P LEA IIA THREA[ L PULP 0 WHEN 11-L SOIL CDI Cjj F9F1 , I 4-f I,AUN IN AL NIAIE LA )BAN A A EP NT IS IO v A HE I I ADS FOR u1A THAI .vMcED L CA T TvDPEN i WIT LI 2 S/4 HE ASPP4LI ^CATS EHJF ICE D LA N ,. Dn TO T RmA - 31 BE IF NE =s A O NWT eF us r As AD IT vm s UPSHOT NOTE U PpULD EE U0 -FL `I H CAHALAN AJD KEEP FRET CF 014CRETF GALICIA ' P DID TOILE FROM f-I SAM TO FILL I FE H PENT Wf1U ?UVLT IE } FIN MFEE, GUA 11 COUPE PLA Y FRONT THE SIR E H 1 ORAL I nkL BE a THE TA F V MCC L A P INTO CD IA S FATHER A CT: S TIT ND 1 r FIT TIFF 17 C NET 1LC 1 ITT DITCH, F E HYTTAGLIX Md L BF INSTICHPLI OFF 1YE ATI x3ERE NEEF HELFER IR L 4 ETC E PEP -, AILINY I FUJI, DO T -P VAUGA, IF EUXA RF T F IF NE AREAS, T Lt3 HOLDS S ALL BE PIUI,.FD AND rHL HYD.A.v S-1Au PC IN41 G..A° TYPICAL'. FIRE HYDRANT ASSEMBLY DFTAIL ITS 1 a I_, PRIORTO ANY WORKAROUND THEftWSA ZZ" WATERLINE. p},TH OFA I� G1 O SCOTT R COLL[NS! U Gc. Na. 035491,2 gn�Iv ��' 'bm s �£ ZONAL 2A� PA NY CH ol BN IS US 11 0 AD ST EPA AD AS Al AS BIRK O £ £ w O 3 O� V Q O r> L9 �L (n a k � rc � H 'o Z� j O W� f p ®£ 0 u, 'o m £ G s <�s a w s w y m � w tIJ � � Ad p 5 ED I iil, 0 Lu FIE ul Z Y J O J E ^ w c Q � U � W z 0 EACH CC G 0// LL. E3 L-F F G G; JOB NO 122076 AS NOTED SHEET No 0// LL. E3 L-F F G G; JOB NO 122076 AS NOTED SHEET No F G G; JOB NO 122076 AS NOTED SHEET No EE MECC INEBFS R41ttWS cw _EE FND 5 1 NAME nmXA AEIr9 :I.DO FIG 5 AI A FREEBIE r HE AS TOM OF T E TFIENLIT HELAINE AT - NFLIES IS, IN JRE PIE PPE VITAL RE N V ° AND E! i III P I I I I pp: p�BE BASE sAy £MP MAE S II LOPED TO 'LOW SIAPFD AREA ON COxCPE2.BL0 ED PAT MIL[ m= 6iRILl mw AN �c tYP�uui vwlLL RpxcT mom ru 11. PAL FI: FRA — SABA Ek`ENDEO CR NON E wtli u5E x i 4rNa - LTED LIT c 9 ANALYSED gE H IDE AND OL F }gMf XM� F� P5L SHOP P PLED AN LED AT FILE P c _� SHELF MU mw SHOW CAPE xm 1°Aw REDEEM DOABERC TEDACT AL No ¢eemrvs Pr \ J AS MICA STEPS ;. T N DLAC C- A,w ELF LF T MARK t NOUL ATE 1 %A RCCR ALL b Aug C.WITHIN 29' WATER FCLeSf RE TOTAL D MpIWN APPEAR DOGHOUSE MANHOLE BASE A L`)PED G1U"1?ETE APCU : WALL A ° HE ITHAIT 64CICF11 STALL BE PLACED: ANC COMPACTED L 6 IT 7S J NO OPGPNIT OR FROZEN MATERIAL OR DESAD SHAL- BE a= ^cm o WNC SEA[ -- .. S.SELL ISFUES OEAIL BF 6X OUT IN ALL CAA S. I N 4FANA LEA LP, HILL TT _p.SEE <ONNF- IT PIPE INSTALLATION 2 BEDDING MANDST BATE A w A AM ATE F LR N 11.1 S_ �� IA IE FROAA IA F1 HAD UTLCT 0 PEROT Ss�A� av NP- EPTICING �. Il;:LIlLTHPNj : BOOT o FATAL LED SIT SEE e P ALAI EST MANHOLE PLAN: SHOWING DT, HILT SECTION ON EXISTING CONCRETE PROPONENT EXISTING CONCRETE PAVEMENT OL U PAW I RAPID vAw[ vAd9[ ANN -L -z'. EE W 1 . - --r N LINENE l +f��E PLAN ftk &% e SEWER SERVKE;LATERAL CONNECTION LEFT AT, E. cw TS NAME nmXA AEIr9 :I.DO FIG 5 AI N SECTION VIEW FREEBIE r HE AS TOM OF T E TFIENLIT HELAINE AT - NFLIES IS, IN JRE PIE PPE VITAL RE N V ° AND E! i III P I I I I ID AS II LOPED TO 'LOW SF-CIFICALLY SE ARKS 1 ED PAT MIL[ m= 6iRILl mw AN �c tYP�uui vwlLL RpxcT mom ru 11. PAL FI: FRA — SABA Ek`ENDEO CR NON E TPA f IN IF - LTED LIT c ^ gE H IDE AND OL AND SHELF HAVE F� P5L SHOP PTEE31ED IN FILE P c _� u mw SHOW ALLATIQN xm eB f AS LLu r'^ I Pr \ J AS MICA rRLC ED , ELF LF T MARK t NOUL 4J 1 %A RCCR ALL b Aug C.WITHIN 29' WATER MAIN HIT 5E AF EE + EPA A L`)PED EPA ' INI'IA S VELTI L E CTION ° HE ITHAIT 64CICF11 STALL BE PLACED: ANC COMPACTED L 6 IT 7S J NO OPGPNIT OR FROZEN MATERIAL OR DESAD SHAL- BE a= ^cm IN THE RF4CII � N LINENE l +f��E PLAN ftk &% e SEWER SERVKE;LATERAL CONNECTION LEFT AT, E. 1 N SLJAACE OF PAST PASSE PREA NI \ C E` II NIG rEDPG NOTE - VV' v. °A SIAL JPENENT SH(MN 4. RAIN MUM AND SHALL i 3 IHE CONS LTAN' LATHE SAIL 'ONDIT TERNSINE WHETHER 'a6MHOLCS SHALL FITS LIFT PAAAA LATE .ETp 0 5EFEAEET &.OHOJTED NTS FIT S - I -A GOLN FJUIJJATION MAIF.HIAI W)r<Y F(UN[ MAT CRIAL X FE cw EJ & OFF Er PAP STILL NAME nmXA AEIr9 :I.DO Rte, D 1) N SECTION VIEW P r HE AS TOM OF T E TFIENLIT HELAINE AT - NFLIES IS, IN JRE PIE PPE VITAL RE N V ° AND 1 REDOING THICKNESS'. THE COMPACT lEE MOIL Oi PROVIDE A 4 READING CE Y, DEC II LOPED TO 'LOW SF-CIFICALLY SE ARKS WEN LINE TO ALLOW ED PAT MIL[ m= 6iRILl mw AN �c tYP�uui vwlLL RpxcT mom ru 2 THE CONSULTANT ARE PAL FI: FRA — SABA Ek`ENDEO CR NON E EXISTING PIPE INITIAL 3 ALL POINTS, HET HOT C PIPE TO WITHIN 66 gE H IDE AND OL AND SHELF HAVE F� ' PTEE31ED IN +� \ TYPIC/ SE 5R4NCH SHOW ALLATIQN -- 1 N SLJAACE OF PAST PASSE PREA NI \ C E` II NIG rEDPG NOTE - VV' v. °A SIAL JPENENT SH(MN 4. RAIN MUM AND SHALL i 3 IHE CONS LTAN' LATHE SAIL 'ONDIT TERNSINE WHETHER 'a6MHOLCS SHALL FITS LIFT PAAAA LATE .ETp 0 5EFEAEET &.OHOJTED NTS FIT S - I -A GOLN FJUIJJATION MAIF.HIAI W)r<Y F(UN[ MAT CRIAL X FE LOS FIS. 5 -I $ RES VIIJIM1G RHCK ILL SATER A LG LP TAIN Rr._I. MATERIAL ]L MI LAP ER THAN 5 IN `H' I DIRT N H 24 PAIN MAIL DA'IFILA R'1.[N DEEP SEA �/ 1 {6 Fr 5 ? TH POIAPA Y AIRLIFTED C u1, J HANI CR BAILIFF- EPA MPE 0' PIPE _ MF ANO TAMPER �.� -- HOPE IT Nm.. NO fib SLONL BEDCNG BE FO JNDAFION HALL BE T QLIR D WAFT OIL COARDTFORPS APE JP I LBLL PR AT 4 I OPEN -F IS RJ L ARE N f-IA EHI IG FACT RIKELI WAY SHALL BE BLI IITO EPTIALLY FAIIH TO 21A PA-CAE fOI ETCHES IRISH NOT THE 9 F THE -PERCH -HAU RE SCRAPED AND CODI A&I A STILL A "FEE NT' OR A a BURUNDI OF NO 68 PONE s A, E cVULo ICRC R'CK S E J.OUNTERED FOR 3HA4 5. INOTALLEL OH A PARALLEL TO DECIDING OF P,.. o- STAND TYPICAL SEINER PI'-E INSTALLATION IN TRENC;i ON FC S TO 28 AMSTED GRADE AT R RELEASE :VALME BRAApS��S iiOpOR OR PIPE AN NOR GATE 'FRPOSSIML ACE Sabo CEMENT BLOSON myp[[ 1I(( VSNED STONE COPPER^ SCFT CORPORATION STOP NOTE t) EPRECAST MANHOLE BE B€ CONE AND COVER WITH WATER GBi ON LID OR PPPROKD Dual IaLL RE USED. 2) FOR WATERIUNE$ SMALLER THAN 12" USE A 1" P.R.V. AND FITTINGS FOR WATER LINES LEA AND LARGER USE 2 AIR FIE AND OPTIONS. 3)k IN SITUATIONS NHERE THE AU V ASSEMBLY .CANNOT BE OFFSET FROM WE MAIN AN ADEQUATE FOUNDATION SHALL RE INSTALLED 50 TEE WRIER LINE DOES NOT SUPPORT THE MANHOLE CIEFF AIR RELEASE VALVE (ARV) LED FIG. W -9 M-17 1 VALID THE SAME AS vAYE Bpx WATER MAIN VARESSIRE BRANCI4 AND vAR=s J DENS, OO : S� LC i� Oc. 9NlR ou. �lyC0}OD3�L5L1�I9NJ� 3S,iH E Z 1 `T /DARE 6TN' ' a. WATER MAI : ROD MORE TO TEE (COAT AOOB YAW Slh HMS PAINT ON—LINE (TYPE '8') F z z OF: fssE G IS yAR THREADED COUPLING CVj 4 U £ O £ PVC NIPPLE AND CAP O Q PVC SLEEVE BRASS NIPPLE AND CM £ or LUBRICATE ALL THREADS m Q Q O THRUST MEDIA Iw as METER BOX (SEE FIG W 7) Y/ 'a F Z s VuK Z LAW ; 2 19 NO. 57 STONE O p �y V NJ NIDNG o_ 3 2•;PPE STORM O TO DRAIN IF w GRADE AL BAR ,w a CABLES VARIED z' caV OR O.E YI ? 19 w y BE E E PIPE Ww w y z WREADEn TA w CIA XG PLUG W A ED „w "sue DEAD END (TYPE LA) O OX p TYPICAL BLOW OFF ASSEMBLY ALI All W -0 Tc,HAD _ cw BEDDING nmXA AEIr9 :I.DO 8 CAME S LIFF ACT OF K P r HE AS TOM OF T E TFIENLIT HELAINE AT REBELS PSI CGLE BASE NFLIES IS, IN JRE PIE PPE VITAL RE N V ° AND THE COMPACT lEE MOIL Oi PROVIDE A 4 READING CE Y, DEC II LOPED TO 'LOW FOUNDATION IN POOR: SOIL JAK)ER-ClUl CONEArHEN A ED PAT MIL[ m= 6iRILl mw AN �c tYP�uui vwlLL RpxcT mom ru <H:.NHNI a' I' MAIL PAL FI: FRA — SABA T P Lvwwn" vMwue ®P INITIAL 2 OETNL B =I OFF EMS wm No ME F, c gE 4NFPef,EXI*E M%Mw+N" RWI RA F� It wN ARE AFF AT tl +� \ ARM— E 5R4NCH 0 Mw MESA 'AM STONE -- eB f AS LLu r'^ I Pr \ J AS MICA U) li RCER ' 143E S JI:. N�u NOUL I I 1 %A RCCR ALL b Aug C.WITHIN 29' WATER LINES 2 SO ADDED, SE ER FISH A' N ANY DIMENS91 AIL RE A L`)PED EPA ' INI'IA S VELTI L F ° HE ITHAIT 64CICF11 STALL BE PLACED: ANC COMPACTED L 6 IT 7S J NO OPGPNIT OR FROZEN MATERIAL OR DESAD SHAL- BE TLLDANAD IN THE RF4CII � S.SELL ISFUES OEAIL BF 6X OUT IN ALL CAA S. ME ME UL -THE IRON WATLH ^" TT _p.SEE <ONNF- IT PIPE INSTALLATION 2 BEDDING OI - ATE 1 NH T I LOS FIS. 5 -I $ RES VIIJIM1G RHCK ILL SATER A LG LP TAIN Rr._I. MATERIAL ]L MI LAP ER THAN 5 IN `H' I DIRT N H 24 PAIN MAIL DA'IFILA R'1.[N DEEP SEA �/ 1 {6 Fr 5 ? TH POIAPA Y AIRLIFTED C u1, J HANI CR BAILIFF- EPA MPE 0' PIPE _ MF ANO TAMPER �.� -- HOPE IT Nm.. NO fib SLONL BEDCNG BE FO JNDAFION HALL BE T QLIR D WAFT OIL COARDTFORPS APE JP I LBLL PR AT 4 I OPEN -F IS RJ L ARE N f-IA EHI IG FACT RIKELI WAY SHALL BE BLI IITO EPTIALLY FAIIH TO 21A PA-CAE fOI ETCHES IRISH NOT THE 9 F THE -PERCH -HAU RE SCRAPED AND CODI A&I A STILL A "FEE NT' OR A a BURUNDI OF NO 68 PONE s A, E cVULo ICRC R'CK S E J.OUNTERED FOR 3HA4 5. INOTALLEL OH A PARALLEL TO DECIDING OF P,.. o- STAND TYPICAL SEINER PI'-E INSTALLATION IN TRENC;i ON FC S TO 28 AMSTED GRADE AT R RELEASE :VALME BRAApS��S iiOpOR OR PIPE AN NOR GATE 'FRPOSSIML ACE Sabo CEMENT BLOSON myp[[ 1I(( VSNED STONE COPPER^ SCFT CORPORATION STOP NOTE t) EPRECAST MANHOLE BE B€ CONE AND COVER WITH WATER GBi ON LID OR PPPROKD Dual IaLL RE USED. 2) FOR WATERIUNE$ SMALLER THAN 12" USE A 1" P.R.V. AND FITTINGS FOR WATER LINES LEA AND LARGER USE 2 AIR FIE AND OPTIONS. 3)k IN SITUATIONS NHERE THE AU V ASSEMBLY .CANNOT BE OFFSET FROM WE MAIN AN ADEQUATE FOUNDATION SHALL RE INSTALLED 50 TEE WRIER LINE DOES NOT SUPPORT THE MANHOLE CIEFF AIR RELEASE VALVE (ARV) LED FIG. W -9 M-17 1 VALID THE SAME AS vAYE Bpx WATER MAIN VARESSIRE BRANCI4 AND vAR=s J DENS, OO : S� LC i� Oc. 9NlR ou. �lyC0}OD3�L5L1�I9NJ� 3S,iH E Z 1 `T /DARE 6TN' ' a. WATER MAI : ROD MORE TO TEE (COAT AOOB YAW Slh HMS PAINT ON—LINE (TYPE '8') F z z OF: fssE G IS yAR THREADED COUPLING CVj 4 U £ O £ PVC NIPPLE AND CAP O Q PVC SLEEVE BRASS NIPPLE AND CM £ or LUBRICATE ALL THREADS m Q Q O THRUST MEDIA Iw as METER BOX (SEE FIG W 7) Y/ 'a F Z s VuK Z LAW ; 2 19 NO. 57 STONE O p �y V NJ NIDNG o_ 3 2•;PPE STORM O TO DRAIN IF w GRADE AL BAR ,w a CABLES VARIED z' caV OR O.E YI ? 19 w y BE E E PIPE Ww w y z WREADEn TA w CIA XG PLUG W A ED „w "sue DEAD END (TYPE LA) O OX p TYPICAL BLOW OFF ASSEMBLY ALI All W -0 Tc,HAD _ cw �2 nmXA AEIr9 :I.DO 'P'ErAroeo ee ®ss*vaLwOM vlrtwL P 3. LOAN vw OFF AN NPROPEAFF DOMAIN, MAIN REBELS PSI CGLE BASE ALL OBSTAID, A 4 wae°1YeEie°ni ro SECALL BE f II LOPED TO 'LOW TO A ED PAT MIL[ m= 6iRILl mw AN �c tYP�uui vwlLL RpxcT mom ru <H:.NHNI a' I' MAIL PAR IT SABA T P Lvwwn" vMwue ®P 2 OETNL B =I OFF EMS wm No ME F, c Ri 4NFPef,EXI*E M%Mw+N" RWI RA F� It wN ARE AFF AT tl C. ARM— ane ..msµ 5R4NCH 0 Mw MESA W LLI LLu r'^ I U) H V) N�u III �' 11 \ I I OF T T HER / SECTION A-A j Q F II T— a A r � ME ME ENO ELEVATION TT _p.SEE <ONNF- IT LL1 OI - WITII SI PINLES GOAT, 1 NH T I 3,gNJ IA IE ILL Or TEL ADP A FIA'Arl- �. Il;:LIlLTHPNj : BOOT o FATAL LED TYPICAL MANHOLE PLAN: SHOWING BRANCH TIE EIN LOS FIS. 5 -I $ RES VIIJIM1G RHCK ILL SATER A LG LP TAIN Rr._I. MATERIAL ]L MI LAP ER THAN 5 IN `H' I DIRT N H 24 PAIN MAIL DA'IFILA R'1.[N DEEP SEA �/ 1 {6 Fr 5 ? TH POIAPA Y AIRLIFTED C u1, J HANI CR BAILIFF- EPA MPE 0' PIPE _ MF ANO TAMPER �.� -- HOPE IT Nm.. NO fib SLONL BEDCNG BE FO JNDAFION HALL BE T QLIR D WAFT OIL COARDTFORPS APE JP I LBLL PR AT 4 I OPEN -F IS RJ L ARE N f-IA EHI IG FACT RIKELI WAY SHALL BE BLI IITO EPTIALLY FAIIH TO 21A PA-CAE fOI ETCHES IRISH NOT THE 9 F THE -PERCH -HAU RE SCRAPED AND CODI A&I A STILL A "FEE NT' OR A a BURUNDI OF NO 68 PONE s A, E cVULo ICRC R'CK S E J.OUNTERED FOR 3HA4 5. INOTALLEL OH A PARALLEL TO DECIDING OF P,.. o- STAND TYPICAL SEINER PI'-E INSTALLATION IN TRENC;i ON FC S TO 28 AMSTED GRADE AT R RELEASE :VALME BRAApS��S iiOpOR OR PIPE AN NOR GATE 'FRPOSSIML ACE Sabo CEMENT BLOSON myp[[ 1I(( VSNED STONE COPPER^ SCFT CORPORATION STOP NOTE t) EPRECAST MANHOLE BE B€ CONE AND COVER WITH WATER GBi ON LID OR PPPROKD Dual IaLL RE USED. 2) FOR WATERIUNE$ SMALLER THAN 12" USE A 1" P.R.V. AND FITTINGS FOR WATER LINES LEA AND LARGER USE 2 AIR FIE AND OPTIONS. 3)k IN SITUATIONS NHERE THE AU V ASSEMBLY .CANNOT BE OFFSET FROM WE MAIN AN ADEQUATE FOUNDATION SHALL RE INSTALLED 50 TEE WRIER LINE DOES NOT SUPPORT THE MANHOLE CIEFF AIR RELEASE VALVE (ARV) LED FIG. W -9 M-17 1 VALID THE SAME AS vAYE Bpx WATER MAIN VARESSIRE BRANCI4 AND vAR=s J DENS, OO : S� LC i� Oc. 9NlR ou. �lyC0}OD3�L5L1�I9NJ� 3S,iH E Z 1 `T /DARE 6TN' ' a. WATER MAI : ROD MORE TO TEE (COAT AOOB YAW Slh HMS PAINT ON—LINE (TYPE '8') F z z OF: fssE G IS yAR THREADED COUPLING CVj 4 U £ O £ PVC NIPPLE AND CAP O Q PVC SLEEVE BRASS NIPPLE AND CM £ or LUBRICATE ALL THREADS m Q Q O THRUST MEDIA Iw as METER BOX (SEE FIG W 7) Y/ 'a F Z s VuK Z LAW ; 2 19 NO. 57 STONE O p �y V NJ NIDNG o_ 3 2•;PPE STORM O TO DRAIN IF w GRADE AL BAR ,w a CABLES VARIED z' caV OR O.E YI ? 19 w y BE E E PIPE Ww w y z WREADEn TA w CIA XG PLUG W A ED „w "sue DEAD END (TYPE LA) O OX p TYPICAL BLOW OFF ASSEMBLY ALI All W -0 Tc,HAD _ ME \—I z a w V £ w £ F O V 3 C Iv n cw NOTES' nmXA AEIr9 :I.DO 'P'ErAroeo ee ®ss*vaLwOM vlrtwL P 3. LOAN vw OFF AN NPROPEAFF DOMAIN, MAIN ALL OBSTAID, A 4 wae°1YeEie°ni ro SECALL BE f A RAN MAE MAN $TS AT mh ED PAT MIL[ m= 6iRILl mw AN �c tYP�uui vwlLL RpxcT mom ru RAa, All w� SABA T P Lvwwn" vMwue ®P 2 OETNL B =I OFF EMS wm No ME F, c Ri 4NFPef,EXI*E M%Mw+N" RWI RA wA It wN ARE AFF AT tl C. i ane ..msµ 0 Mw MESA W LLI LLu r'^ I U) H V) N�u III �' 11 \ I I ^ HER E A SECTION A-A j Q F II T— a A r � ME ME ENO ELEVATION SIDE ELEVATION LL1 STANDARD ENDWALL FOR PIPE CULY€PtiT$ COM A= W hE":- 98" CIR€ULAR AND IM M NOW X b ELLIPTIODY. PIPES wvnlvA vyeL. vK* Ewa �. WAML...a;..wlR P.. FnAmmr NAME O hse: ; MILT SECTION ON HILT SECTION ON EXISTING CONCRETE PROPONENT EXISTING CONCRETE PAVEMENT WITH PROPOSED OR EXISTING ASPHALT PROPONENT vAw[ vAd9[ NOTE Z uAw U0� MIDDLE %F aura ruw sM' It vr'I•'. TEX51M SEA SIAM E E o mw apwnE MNLV*'r ��E REMAINED, LEANED AM P:o54T."Nk.'4kaPuwL BAN HALL To BE Forma, dSW EENH DECIMAL JOE BOXES AIRMEN 6P FAR AL �nM MENCIF ROD Sff„° sw Alm�mN °i FR osWTML4O FREE PERU BE m NOTES, T(vflMcm e. E 2p I O �@w.)S AME NVaiwx+c DEBAE y "I— N ® 0 A, MOROCCO U AMOCO "�T EASE I apol E A.unm weaT1WE HALF SECTION OIl HALF BECTON OIV EMBERS :PEEXXILE PAVEMENT POSTING FLEXIBLE PAVEMENT TO BE RESURFMOS) �JpQT STANDARD SOLID CONCRETE RAISED MEDIAN STRIP :- .Fn�s�N�a.� avww w¢ .wn.mAmem WTwamw>m ME \—I z a w V £ w £ F O V 3 C Iv n 122076 ZC6 O SCALE N g O Q w m CN i W LLI J Z J LLu r'^ U) H V) W HER E A O Q F 2 a U W o Zi T _ U LL1 ® ®� W E Y Z E O ; '' nn I- U, U YI Z IS O Ef ® U) W Q J Q m E O N ® 0 U G � E FEE 305 NO 122076 SCALE AS ��l OR MIAMI COMBINATION UNOERGRA" CD 1'AT kOWER ENO OF GUTS CENTER LINE 5EG MARE AL TRENCH PLAGEHENF ZZZZZ T%i FAx F OFF TEAM BAKER IME PIT o- na REMADE HAPPREFF yy�E^W WAY I„- 0w6ArvZ R!+'k3RE� (PLACEMENT OF CI CT OMENNAOROR UNBERORANL OR VENDEE I ME ;WMb:MO %MP DEVOTED {.ffi6 R�[O. :"I ppm VMEAm M !A NPa aW W R crwr EPA DROPPED TO .,n. ..V. OfNERM,[ NOTES xpY EPA IMTER MON"RERFORATED OUTLET PIPE T. 4 AYert¢Tm8 TOKYO 10 � n MC w« FE, AM WE 11 ROME, PAN Mo` OF v Vt n6Ta s TO ER EMIT YINI EMEAKNI NAVY OEr 5O n 4T a (tlil 9cv ¢LL . A, NAVY, EVERM svATiHEa u)emIXl ANDREW MAD EYE f = r' -w rso-`L WANT BE tF 'fl rirt"iw ns RCr v FAR AD IT EC,FMC a VR X SEtSffie M1'#¢Ew .o EP- Ox "PER ORARAEF D YI WT PAT N3 ewR+w'sTw. f GENERA_ NOTES d GI ss BAxs«<ROwwnY iax xo,c w aw naetfH aa�a V7 C ARE 1, WHEN OF 1115 OPEN FOR STREET CORNEVERE .�m—a - u Zm TABLE OF mPRZ T. 4 AYert¢Tm8 TOKYO 10 � n MC w« FE, AM WE 11 ROME, PAN Mo` OF v Vt n6Ta s TO ER EMIT YINI EMEAKNI NAVY OEr 5O n 4T a (tlil 9cv ¢LL . A, NAVY, EVERM svATiHEa u)emIXl ANDREW MAD EYE f = r' -w rso-`L WANT BE tF 'fl rirt"iw ns RCr v FAR AD IT EC,FMC a VR X SEtSffie M1'#¢Ew .o EP- Ox "PER ORARAEF D YI WT PAT N3 TrtR GENERA_ NOTES d GI ss BAxs«<ROwwnY iax xo,c w mLwE: A: Poll MY um C spm 1, WHEN OF 1115 OPEN FOR STREET CORNEVERE n - u sm.F A TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENOWALL REIN 43 - BS':A CIRCULAR PIPE CULVERTTS PGE NOR-PERFORATED WELETS A RSA ix W moru w vwis NEAR DIAMETER OF PPE CULVERTS OWNER MEANT. OYT MORE as, NWNLn tm- `NNIM; e® NX rtTTm .vsrcpw TO KIM WERM AT ez wR6crpx. M WERE IR R M" xortv RAY t. MY F.P. LISP �m d AM 1 3 x B b ORy MEMORIES HERE OF THE MAETODULD BE OPERATE FOR USE WITH STAEIU2E0 GRADED DRAWAGE LAYER) I NOMEAMED TO F, FIRM' NOTES FLOWN°UNE a, -p =awf � 4. eaA LET ,EWER.yy ZOO ®�fFi� c ®i:4BYfat"�Rfi�� S.P VITY PAVEMENT NM DID RAW WRAP _ r Omer ARE EVERY '10 x. xN� W OF A RmMNFmtO�✓RxsO BHNLg p D NOW w (Pw �A WE Y# I VAR STANDARD 00 A FOR PER READY RARE VIOTHI 0. OR ARE ®tv'iL'ID RANDOM O°^DwAr . sxowx rvoex ARCnsE. O F PAY ME vw VON WYE PLAN VIEW MY p a r �PE, . e nO.Ww REEK P NIA WEVEY POP IV YEAH BOBBY WHEN THE OFFERED, AM 9 0 DRIFT, FORE BE I _ D EVEN. I NY BE BY BE OHIO y EM PREP EYE I ME 4 +SS 0 B b BIT O ^N" o NW FEE O ^Tyi . BE >\ 'NS' Y v O-DA Bkv o- O+be I n AL c c Mic EMERY OF COMPETE NOT APPLICABLE TO n'xEET co DT A OR CONSTRICT rc cw w T HA omUC cury ED SECTION A A w,: 'EN .N" GRACE IMI PIONEER RATHER v W.7 DIED WAYMPERM p -W FEE MAKE TOM M! VAN ED 1 3% PAY EVER TOM MEN A WOO 8 FEAR AT .1. E xD ' f4% RARE WPL MME TO ARM IONVERTOxs ENTER, ¢,m cjWE DE c�PM SECTION ccV. BEER PROVE B RG Am .m ERME 1 ' a tv 2 BE 9 a ➢. 8,3. -LE4' AY T S . e 1e K A .. -�._ .� g v- ,m �E ' DI NEW ROBERT, VERDE, f0 LL p R A BEEF; DEEPER FREE wMSE P-'Y m eV! xf RE MAPPER yN.K AYH p ONE Al S w uRm K�4 €kh I �pQT Roca rNR amxmRBme STANDARD ENDWALL FOR PIPE CULVERTS 42" - SB" CIRCULAR PIPES vIMRA OSeMTIEIrt elXR6WR1ArlM x. WEY NARROW END Wes" I I A, . TrtR GENERA_ NOTES d GI ss BAxs«<ROwwnY iax xo,c w mLwE: A: Poll MY um C spm 1, WHEN OF 1115 OPEN FOR STREET CORNEVERE n - u sm.F A To s¢ evert r PGE NOR-PERFORATED WELETS A RSA ix W moru w vwis NEAR PRIVATE xiw. wHREADEsu. REOPMEMENTS OWNER MEANT. OYT MORE as, NWNLn tm- `NNIM; e® NX rtTTm .vsrcpw TO KIM WERM AT ez wR6crpx. M WERE IR //P o xortv RAY t. MY F.P. ur' u'z vAUmxr v wrealww _ PAY d AM 1 3 x B raem c22a m.f #04.... MEMORIES HERE OF THE MAETODULD BE OPERATE FOR USE WITH STAEIU2E0 GRADED DRAWAGE LAYER) I NOMEAMED TO F, OVER DATE 2) or NOTES FLOWN°UNE a, -p EDGEDRANS IN GORE AREAS 4. DIRE LET ,EWER.yy ZOO ®�fFi� c ®i:4BYfat"�Rfi�� NI VITY PAVEMENT 2 AM DID RAW WRAP _ r Omer ARE EVERY '10 x. xN� W OF A RmMNFmtO�✓RxsO BHNLg m JOINT N Wl�� (Pw �A WE ®is'.atra I VAR STANDARD 00 A FOR PER READY RARE VIOTHI 0. OR ARE ®tv'iL'ID RANDOM O°^DwAr . sxowx rvoex ARCnsE. qJW B PORTION HE GUTTER To PROCITHE PREFER BR WATex. PLAN VIEW p a ENTRANCE NOTES . e nO.Ww REEK P P PROVIDE FORTRAN EMERY moss FAR E PROPER I' VIE THE OFFERED, AM 9 0 DRIFT, FORE BE I _ D EVEN. I WHRw FEET BE uR xxxRDro OHIO K.2d f P N )f 4 +SS 0 B b BIT O ^N" o NW FEE O ^Tyi PEROT FEE APPARENT OPPOSED 'NS' Y O-DA 20 1 IRE O+be W ARE TRIED IN M ALLOWMEN PREPARED MANOR e AL c c Mic EMERY OF COMPETE NOT APPLICABLE TO n'xEET co DT A OR CONSTRICT rc cw w T HA omUC cury SECTION A A ALLOWABLE ENTRANCE GRADE CHANGES GRACE IMI PIONEER RATHER v BAMAKO WAYMPERM FEE MAKE TOM M! VAN ED 1 3% PAY EVER TOM MEN A WOO 8 FEAR AT .1. E xD ' -- WPL MME TO ARM IONVERTOxs ENTER, SECTION ccV. BY FOR Ca1BRNATGN UND€RORAN CO -2 ON:.F"S — "— c --L')- CENTER LINE SECTION TRENCH �FLACEMEM¢ Bury MI xe ..arss 1 TEND 7 PAY FAR WERE FEE FINITE . .avert PLAN VIEW SNOWING PLACEMENT OF F VILAeu. AN EREJm`S°. CuY UNDER9N+4N '. TOM O an wm NON PERFORATED OUTI ET PIPE AM I' IYAEI, FEE AD NOW OR TIRE 01 1 IT- BYRD 21 Ere FORET Sr T s .B A.wEODE APma.onz NHk:vs'srz NTo- u,ry na s * za.....r GEtNER& NOTES M ED II WT, MOVEROFF AND FYI HAND) TAMER' TV PAREVEY TOM .," aze : N AF Of FEE OF 71 OVENEL ME FEBEFFENT ART E .D - B.W�3NKe E �fu ��..w11nc vc.cv pax uC 's�ew.Tgix, Nn EVEER) omMrneNr�.wiW Sm �.RU" � wET Urn PLACEMENT OF CD 2 UNTERORMW A9' TO BRNGE APPAOACh SAGS z s' 40ET tI Al K IMPORTED [W Manx Pro. RARE. (AT GRADE SAGS AM E ORION Appromme, BY � �M ��n NOTES: _ �seFV o-ra�awEw ° •MWAV rs4 i �i ov u( ILiv'mI wcT ADD a ne BEYOND AM We N v a >m u Alt tt artMeT MAD WE NICER MARK z TIN Am .� ml Ron PROMPT ME sxE[r T� FREE APLMBE. Mu nB HE TM 4, YBE WE MARY MTH 61WYIT eNWe L"tlWZER "WV WE NEWPORT xt ROAD "DEVELOPERS OvrCx. 5. .AZ&&E xi Aausrtcr MI ER. MET ENDWAL FOR CIRCULAR PIPE TrtR ENDI FOR ELLIPTICAL PIPE wRER. MAKE I mLwE: A: fovo-aiP A ai spm si'. ♦m['. n - u sm.F A NOTES: _ �seFV o-ra�awEw ° •MWAV rs4 i �i ov u( ILiv'mI wcT ADD a ne BEYOND AM We N v a >m u Alt tt artMeT MAD WE NICER MARK z TIN Am .� ml Ron PROMPT ME sxE[r T� FREE APLMBE. Mu nB HE TM 4, YBE WE MARY MTH 61WYIT eNWe L"tlWZER "WV WE NEWPORT xt ROAD "DEVELOPERS OvrCx. 5. .AZ&&E xi Aausrtcr MI ER. MET ENDWAL FOR CIRCULAR PIPE TrtR ENDI FOR ELLIPTICAL PIPE wRER. MAKE I mLwE: A: fovo-aiP A ai spm si'. ♦m['. n - u sm.F A P+WMT RI s¢ evert r PGE NOR-PERFORATED WELETS e) M nIF xe EVERN a.O tl' W LNF MEMBER NEAR TYPE OF ARE KE OWNER MEANT. PANED SHOULDER MORE as, NWNLn tm- `NNIM; e® NX rtTTm .vsrcpw TO KIM WERM AT ez wR6crpx. � � r IR Z o xortv RAY t. MY F.P. ur' u'z vAUmxr v wrealww _ PAY d AM 1 3 x YIN raem c22a m.f #04.... MEMORIES CURB AND II SECGTION � A /¢ FOR USE WITH STAEIU2E0 GRADED DRAWAGE LAYER) I /JS Y EMERY EMENI NOTES E -p EDGEDRANS IN GORE AREAS 4. DIRE LET ZOO ®�fFi� c ®i:4BYfat"�Rfi�� NI VITY 216E 2 AM DID RAW WRAP _ r Omer ARE '10 x. xN� W OF A RmMNFmtO�✓RxsO BHNLg m Rum N Wl�� (Pw �A WE ®is'.atra yM�NuA '.Wx.XjYryry[... 4� 91E NWIgLMR 2 GmBR'M ii.OMar IW Z .. prq uM HI d ®tv'iL'ID Lu OUTLET PIPE MANFREDI IF WOW B p a P P J%-� I RENY IN BY EVEN. I HIM FEW- V-6. OHIO K.2d f P N )f 4 +SS N.' B DID b BIT O ^N" O Mx p O ^Tyi Ey 'NS' Y O-DA 9.01 O+be aNY o-W Mic EMERY OF COMPETE N EW O OYf "`° a STANDARD ENDWALL FOR PIPE CULVERTS A. 12' -36" CIRCULAR AND 23"x14e-6SBx34x ELLIPTICAL PIPES ¢p.„T.Rr OF TBWSnmAMN "DV 4— MAKE f� k RE- OuTIET WE NO MORE I ADOPT POP 2 R�Eae'BABDN STANDARD PAVEMENT EDGEDRNN BEDROOM WYE REV PER, Im 701 vmmA RmxnM«r BR,fl.WPa.R*ARw us EYE AM rt VIA I ALTERNATE CORRECTION VIAL. �a. new TYPICAL CRO`- TrtR FIT 7, MAKE I RHODE APPROVE A: fovo-aiP A �� BAI si'. ♦m['. n - u sm.F A P+WMT RI s¢ evert r PGE NOR-PERFORATED WELETS e) M nIF xe EVERN a.O tl' SASS rW WE MVVj 41F IWNM LNF MEMBER f -o qR TYPE OF ARE PAVED SN�OULOER SECT I) (FOR USE MIN ST08W )ZED CPOHORNADEP ANNI LAYER) uA xo aEVOI ��T° PANED SHOULDER SECTION CORE AND GUTTER SECTION "DV 4— MAKE f� k RE- OuTIET WE NO MORE I ADOPT POP 2 R�Eae'BABDN STANDARD PAVEMENT EDGEDRNN BEDROOM WYE REV PER, Im 701 vmmA RmxnM«r BR,fl.WPa.R*ARw us EYE AM rt VIA I ALTERNATE CORRECTION VIAL. �a. new TYPICAL CRO`- PLAN % NOTES ENT LONGITUDINAL PERP-0RKEU PIPE DOW FIT 7, 1 S.Ram. A: THE OF mm �� Q si'. ♦m['. RIOmR awe Ow AM .AMR, Vnax sm.F A ANN NAM f ea I�— w NOR-PERFORATED WELETS �Q L3v UNOEftC ENTOUTLE 5 PIPE FOR Be p� LNF MEMBER DZS TYPE OF ARE PAVED SN�OULOER SECT I) (FOR USE MIN ST08W )ZED CPOHORNADEP ANNI LAYER) uA v N,n RBR MpwxW &NL¢uRrtYV ¢IX+NR MP artr4 NWNLn tm- `NNIM; e® NX rtTTm .vsrcpw TO KIM WERM AT ez wR6crpx. � � r IR Z o xortv RAY t. MY F.P. ur' u'z vAUmxr v wrealww _ PAY d AM 1 3 x raem c22a m.f #04.... MEMORIES CURB AND II SECGTION � A /¢ FOR USE WITH STAEIU2E0 GRADED DRAWAGE LAYER) I /JS Y EMERY EMENI NOTES E -p EDGEDRANS IN GORE AREAS 1[Hµ oeNM LET W ®�fFi� MEMBER PAWY, AT REWEAVE ®i:4BYfat"�Rfi�� S TRADEMARK R Tw ut qRW "DR°I�Agm°G '"' � E PRxeBR � GT1%.13X �AEEE,meE„B PLAMON m Ww. e,.�� S L;Y CWa¢rtO O ErtN cR:OTMR REDEEM _ r Omer ARE '10 x. xN� W OF A RmMNFmtO�✓RxsO BHNLg m Rum N Wl�� (Pw �A WE ®is'.atra yM�NuA '.Wx.XjYryry[... 4� 91E NWIgLMR 2 GmBR'M ii.OMar IW Z .. prq uM HI d ®tv'iL'ID Lu OUTLET PIPE MANFREDI STANDARD PAVEMENT EDGEDRAIN ME IXYMINMD. OF TRMtlPo &MnN PLAN % NOTES ENT I I+ arc ELEVATION FLARED 12" - SO'r OUR WMEA DRAW ^ a �BL"xRxi DRVW SECTION PRE CULVERTS END FOR. ED VDMMWY Erwin. CURACAO FRO LONGITUDINAL PERP-0RKEU PIPE DOW FIT 7, 1 I I+ arc ELEVATION FLARED 12" - SO'r OUR WMEA DRAW ^ a �BL"xRxi DRVW SECTION PRE CULVERTS END FOR. ED VDMMWY Erwin. CURACAO FRO LONGITUDINAL PERP-0RKEU PIPE DOW MARVIN TO AT WE a IOU ATE S.Ram. A: THE OF mm �� Q si'. ♦m['. RIOmR awe Ow AM .AMR, Vnax sm.F A ANN NAM f ea I�— w NOR-PERFORATED WELETS �Q L3v UNOEftC ENTOUTLE 5 PIPE FOR Be p� LNF MEMBER DZS TYPE OF ARE PAVED SN�OULOER SECT I) (FOR USE MIN ST08W )ZED CPOHORNADEP ANNI LAYER) uA v N,n RBR MpwxW &NL¢uRrtYV ¢IX+NR MP artr4 NWNLn tm- `NNIM; I NX rtTTm .vsrcpw TO KIM WERM AT ez wR6crpx. � � r IR Z o xortv RAY t. MY F.P. ur' u'z vAUmxr v wrealww _ PAY �rla —� AM 1 3 x raem c22a m.f #04.... CURB AND II SECGTION � A /¢ FOR USE WITH STAEIU2E0 GRADED DRAWAGE LAYER) I /JS Y EMERY EMENI NOTES E -p EDGEDRANS IN GORE AREAS 1[Hµ oeNM LET 3. WHET ELEVATION AT MINDY END WE ENTIRE PENN TO ED Am TV "I MY BY MEMBER PAWY, AT REWEAVE mN S TRADEMARK R Tw ut qRW "DR°I�Agm°G '"' � E PRxeBR � GT1%.13X �AEEE,meE„B PLAMON m Ww. e,.�� S L;Y CWa¢rtO O ErtN cR:OTMR REDEEM _ r Omer ARE '10 x. xN� W OF A RmMNFmtO�✓RxsO BHNLg m Rum N TM1WEF BY TO OYFOAN MB¢ariw s nSNAL Xt (Pw �A WE ON yM�NuA '.Wx.XjYryry[... 4� 91E NWIgLMR 2 GmBR'M ii.OMar IW Z .. prq uM HI d rn� Mnzo zr �OBASM Lu OUTLET PIPE MANFREDI STANDARD PAVEMENT EDGEDRAIN ME IXYMINMD. OF TRMtlPo &MnN q� 8� OHIO s16— WI 0I FRA PER 8 LaP HER a �+ L J. ExvvfA oOeui J�'�I. e`w SE TION B8 IMPROPER 7` �8 MY MY ARM TANGENT A AN .Wy 5µ: �.. .,RRB��II! ".,m' R— E ' O I� OPEN, ^ TVRICAL PLACEMENT TYPICAL PLACEMENT AT RT£RSECIN 41AGCNA. VAtLPEOGNEE k INTIRSECTIOM WITHIN: CBCGSWAK WTOO CROSSWALK ALTERATIONS TYPE TO PI FIRE I P OF FEE %Q WITH BUFFER STRIVE) RATES A . ePA(w uN Run wR "t? sTiN c t>tiwE Tows N R _ BEREFT R NOTE Twe, NO WITAM, MITI HE ,BA wIF°pn *1 s OFFERED I TRIP WOODEN �Yf Eo-NnnR Ww B�.,R. <EM MY `W" TR{JNPETA�3. OOAME r yMw a c5FE u yN. paR. w AND i w ACHIEVE E R YMA` ./✓. —ccTS T"7 x.4'+f'qY TIME sTaNr 61 R 4 WES ;TM wW�.WMp To RE AW PER n�,�x(�E{F ie wu uOSR eves¢ yt NP W@ I HE BY EVES FARE R'1dYmA®� 0.FS 1mYxf 4F5Ne &u v RD IF o e( AI a eE ave NwA4 ITT Aw MAS s o- a vWOR D Pro '.�GPe s"' NUa i. Ei ewT a o ARE WE �„S K ED w" 4 " , �nr, o m `yWa a ,ee >'NEAR R f« EVER j' -3AY "rot. O[ ¢wrP t+sL"f O DETECTABLE WARNING fti'puke xAn rlN�a'aLR1'. T�`mTivma s¢�.rus a�m�rrwE.aan - CG -12. DETECTABLE WARNING SURFACE NOW 8..,,Ra TYPE A (P£RPENDCLTf.A3 }. APPLICATION.... ,anr. AMWAY TH OFG � s Lie R. COLLINS'Z O Lia 1<0. 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STR -u :� A.L ,',A \I p1�z5 /- / STR -4 DA =0 a5AC ♦, STR BIF 8 _ _ I lj =o A VA OA DoBAC. /� O off �, STR -6 L A O.A.= .a1 AC. "" To- S.DMIN. Cw =o.JB t ) i� i DA ssAC Cw b /' A Y DA =a.AAGw =OO MIN. " IA 01�_ O 1 `a I , Cw 06: _�L /' .; ♦_ AAAV•� Tc So MIN_. 4z \ f 3y /A/ N _ _ _I EX NEDYENDOETENTION " II._. �, I �� / H ,,.,J *✓04c. . VA� \ VA AA V 4 _ '/ // £ / /� / ,I' o % of -6.o MIN. � ,+ p N g ...T I/ �/ m �� 1�� —,- 0CwIo.59C _ T 5 MIN k // '�. 0, 4 A \� 1 `.�1 L_�_ / �/ L / J uj V..� — _ 1 k `: �I ♦ I R?" 6FR -a4 C 68 i 6B y" ! T �Il \ hxl J Tc- 7.5 MIN. ✓�;/ I'll "V 1_, A ).. •� "I� _ _ — .—_ �� ._ ,_ D.A 9AC _ '4E, CsOmw _�.vvtily �' ays Y l ji 'L / '� / / ''. li ll. Q a _ < �° / & p.A. -O V C 4 \ , i� fGy..f ✓ 1 I V VA 1 39 _ .i WS%' - ...N .., J Iti W r STR B (" A r v'.,.. . 0 / / ! A / v .. ! f £� '.1 / STR Bag �_— // — < U 3 / R - "vC ,- / -J..,F Cw =035 V I O i / ✓ R 'd �'. DA DoBAC .. v _r �t °� - �'.l `1 Q LL Q ., s T 1 T 9 MIN / T Y ` A� z-- Lta� // Cw 0.86 _ -fir °,> -� / O u =s.D MIN _ U � m Iv -cti. -3. ✓w -/ 's "„ o- '/ -. i^._ �v -.. _... a4 :: _� -- t:✓.��n,c_;cr� �Ja -... - 7T �- iv'— a._ - _ Lu fol FUR �'- L'' R3 - UNDERGROUND DETENTION FACILITY BE c =�srr� - -�.a, ------ -- i - - - -� \rV �� ! -.� _ _.PROP05ED UNDER WPO 14-30 - _ Y / / / W - _.. - _- G o — _ Cw -0.ga AC pIRECTION OF FLOW ([YP.),- - -- - _ �- - '. - - _ -. __ _ -- _ w T[ oMIN _ 5 _ Ln -- - - G>, W \b — —( _ __ -- _ -_ } _ - - _ _ - _ sate, ->� �._.._> -.. --S-F s e -:oso- ✓of v �?E3<> - r� .e- - -- -. _._ _- __ --,AI, II - -. -.�. __ __ -- -- _ _ _ __ - _ -- - -_ - ._ -_ Lu v v s- .,. f�� \t - -_ -- __ _ --, - - _ - __ . -_ - _- _ _ II - - - - _ - V ./. - _ __- _- - _ — fill tea'/ _ - oAvvL .� '`i _ -- - - m RIPPMOITC PROPOSED SURSIANTIALV- NOTLH BIPMPARMOREOOIRX T �.� l l /G / PIPRMONCH PROPOSED SURSFANTNL4NORH RIPRAP ARMORED NICE,VDDTSID EC -LCL. O // 0 PRAPTOEXTEND FROM FSUTNG 36 "CMPOUTFALL TO STREAM RANKS. of �" VOOTSI DEC- I, C1.IIRIPPAPTOEXTENDFROMER141NGIr + / t /[ D£' S FOR LD RIPRAP I NSTALIATION ENCROACH O NTO PRIVATE PROPERN� (V CMP &3D" CIP OUTFALLTO LIMIISOF PUBLIC RIGHT -OF -WAY. I A" B T DEPENDING UPON CURRENT SEASONAL ALIGNMENT OF STREAM SIGNED O 65 ENCROACNMCMONTOPPIVATF PROPEPNIS NOT P[RMISSIBLE // PERMISSIONSHAO BE FURN SMEDTO COLLINS ENGINEERING &COUNTY v DPWIDTH / l0'YNTDTH ENGINEERING PRIORTOPIACEMENi OFRIPRAPDX OFFSITE PPOPFRN. N IF / GRAPHIC SCALE G 50 bo 110 no m Ir / - I I I a 1 � OOB NO �/ / >N FEET ) 122076 /U% L Inon = 50 k. l / / r' u- l/ 1„ = 50' snE . ND. fo f/ 10 - -.- __ 450 YE EXISTING GRA DE--,, I� 445 / PROPOSED GRADE I \ 440 END ROAD CONSTRUCTION Ci STA. in WITH TEMPORARY TURN- AROUND, SEE SHEET 3 FOR DETAILS I 435 isMij 30 fSE 3 5 950 ALL FILL TO BE PLACED AT %COMPACTION MINIMUM OF COVER MUST BE MAIM AWED OVGR W /L. MINIMUM OF i OF VERTICAL SEPARATION FROM STORM SEWER R W/L AND 1 OF SEPARATION BETWEEN V✓ /L & SANITARY SEWER MUSTBE PROVIDED. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE 5 435 PROPOSED 3' G.V.& !, TOPEABLOW -OFFJ STA. 12+90 421 UNIFORM LAYERS NOT MORE THAN 81NCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN 9 +75 10+00 10+50 ss +00 ng0 12+00 12+50 a3 +00 ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE ELM TREE COURT SPECIFICATION 303.04 75 455 ° I LOW PT STA: lolly On I LOW IT ELEV 43659 I PVI ELEV 3654 VST4o _ , HIMAPTSTA HIGH AT ELEV:"l __ PVI I VIC 64300 6I��c/ IT _455 __. F C3 M li LIVES 6 N Z F m EVCS aaaw gCID RE 8 64 EVCS 4314 rLi N Q 45 1 ° _...o o O LOW STA *fi300- rt —,m LO u u Ilnn mi —___ Ni3 w � __ -_- 450 w z 0 h1 aO 5 99% L 1- F�1 F m PVI 5TAV PVI ELEV 43R6z J 0096 ,. I n K F6.08 VDOTSTO CDa U L 0 o a 445 CI v 3 W I 445 Q 0 ~ Lu Y g 4OW��4 In - - ® Z I— 437.26 %G � Ef $ °� E�EVER z s EXISTING GRADE EVCE 5 FILL z 440 _ � - - �__ —I _— ulIf 1 440 O F � y 0¢ W Q V O 0 � m 'J O m> 1,0 "b ! VDOT STD CO -a 0 k_ U m o 435 -z.o0% mZE0CLow ° 435 DOTS O _ PROPOSED GRADE z m E bo?SF4 N o ¢ ° wI5<ggy ui w > W Ell 430 ceI of En ce 430 — F m 0 & S x m 9 +75 0+00 w5° 11 00 00+50 2+50 13+oo 13+25 BOULDERVIEW DRIVE VERTICAL GRAPHIC SCALE 5 20 IN FEET ) 1 Inch - 5 IF HORIZONTAL GRAPHIC SCALE ( IN FRET I 1 mh - 55 IT �TH DFD CO'Pf R. COLLINSZ J Lic. No. 035991,2 M��IONAL E>+6}� you ! LOW PT EQ HIGH PTSTA 0+54. P1 LOW AT ST E>e +45.64 HIGH IT ELEV µ6.q7 V.44a.76 PVI STA¢ 00.00_, �,,, PV[ ELEY.441 II��6g IS -__ n m .,. -.. „m / LVCSStl aag6� N o L WISTA 3BA5__ h� 455 - --=WP TiTA- zzt59.11 - h TELEV:4,2_5._53 455 -J „� L- -�p'' —vij PVI ELEV:432.96 _ �STINGGRADE I` LVC5waoo9_� PVI ELEV:425 48 PC > - ��— Pn F' 00 ° m PROPOSED AIR _ SX \ 45p 450 ! Vm -. - RELEASE VALVE -- CRISP LVG23mo -- r P” m STA z° +51 > m > BVCE 4:5 58 - > VDOT STD GD 2 -W LOW PT ELEV 40660 EVCG 24+6L On 149x° EVCE 42559 445 PV[ STA 23+6CACS as � VDOT STD CD I, PVIdEV4I 45 � i� ^ - -- 445 440 PROPOSED & G.V & - - LO !- ' PROPOSED GRA PLy 0 440 \, S 8 TYPE A SLOW-OFF _ _ — — II - - - 435 STA g+6g 11 FILL WATERLINES D1� �� HYD�ROP �MBR0- ¢ _ mWo 435 UP a ! 0.0d% -- - - __ STA. 6 ASSEMBLY 9 VDOTSTD C -- V ~ O 430 Q PROPOSED FIRE L.__ —_ -- 1. _ _� - ___ __ 40 LANDING_ 4'30 _. m 1 1 ° WIG 55 C3 ^ vooTSTD.cD -2 _25 ° as 1 415 a- � f 0% - z 0 % on It OO rclp o V PROPOSED �_ 37 BE �m a0 4+ B TA.: 420 -... - !il.. -_. 1 -.. ___ -__ 400 11 III �I,. �9 415 405 �Im "" ^'�� s� o� B Pr "s v "s vs s sx <'a I I K +50 16+oo a6 +5o 17 +00 17 +50 16+00 a9 +5o 19 +0o 19+50 20 +09 20 +50 DIEM as +50 22 +0o 22+50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +5 BOULDERVIEW ROAD 0 a J.SC• (v) 1 "= 50'(H) �2 C3 M li N Z F gCID RE 8 ch N Q N®// o O > � w Lu J J L 1- F�1 MCI Lu ~ J GO J 0 CC U L 0 o a CI v U W ®� Q 0 iy Lu Y g In 0 U ® o I— v, 7 � Ef $ °� z z s z o�sw� So JLU ulIf IY O y 0¢ W Q V O 0 a m 'J O m> H k_ U m o p mZE0CLow N` z m E w o ° ui w > W Ell ceI of En ce ME you ! LOW PT EQ HIGH PTSTA 0+54. P1 LOW AT ST E>e +45.64 HIGH IT ELEV µ6.q7 V.44a.76 PVI STA¢ 00.00_, �,,, PV[ ELEY.441 II��6g IS -__ n m .,. -.. „m / LVCSStl aag6� N o L WISTA 3BA5__ h� 455 - --=WP TiTA- zzt59.11 - h TELEV:4,2_5._53 455 -J „� L- -�p'' —vij PVI ELEV:432.96 _ �STINGGRADE I` LVC5waoo9_� PVI ELEV:425 48 PC > - ��— Pn F' 00 ° m PROPOSED AIR _ SX \ 45p 450 ! Vm -. - RELEASE VALVE -- CRISP LVG23mo -- r P” m STA z° +51 > m > BVCE 4:5 58 - > VDOT STD GD 2 -W LOW PT ELEV 40660 EVCG 24+6L On 149x° EVCE 42559 445 PV[ STA 23+6CACS as � VDOT STD CD I, PVIdEV4I 45 � i� ^ - -- 445 440 PROPOSED & G.V & - - LO !- ' PROPOSED GRA PLy 0 440 \, S 8 TYPE A SLOW-OFF _ _ — — II - - - 435 STA g+6g 11 FILL WATERLINES D1� �� HYD�ROP �MBR0- ¢ _ mWo 435 UP a ! 0.0d% -- - - __ STA. 6 ASSEMBLY 9 VDOTSTD C -- V ~ O 430 Q PROPOSED FIRE L.__ —_ -- 1. _ _� - ___ __ 40 LANDING_ 4'30 _. m 1 1 ° WIG 55 C3 ^ vooTSTD.cD -2 _25 ° as 1 415 a- � f 0% - z 0 % on It OO rclp o V PROPOSED �_ 37 BE �m a0 4+ B TA.: 420 -... - !il.. -_. 1 -.. ___ -__ 400 11 III �I,. �9 415 405 �Im "" ^'�� s� o� B Pr "s v "s vs s sx <'a I I K +50 16+oo a6 +5o 17 +00 17 +50 16+00 a9 +5o 19 +0o 19+50 20 +09 20 +50 DIEM as +50 22 +0o 22+50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +5 BOULDERVIEW ROAD 0 a J.SC• (v) 1 "= 50'(H) C3 M li N Z gCID O Q N Q N®// > 6E w Lu J J L 1- F�1 MCI Lu ~ J GO J 0 CC U L 0 o a CI v U W ®� Q 0 °. Lu Y g W ® o I— ul ~ N Z 3 O F (n So JLU IY JEr Q 0 O U v 122076 5 L+ J.SC• (v) 1 "= 50'(H) SLEETnO. li TY EXISTING GRA STRk36 VOOT STO DI 3B(L z) 1i TP 43039 0 INV IN 42395 TO 38 0 INVOUI` 423851028 e NV IN FROM FILTERRA F 426 W) m RIM p O ^tp Mo- o$ LL ool' 6 p ap- 0 O' � a= > m V zZ0 ',.... t;FZZz enui INLET / L5YLIIIRCP 3%.32 LE @11:96 420 G�Oaa�1A`p 1 420 BID 415 1 425 -0+15 00 0 +50 1+50 1 +75 STR -38 STR -28 400 Ali EXISTING GRADE 455 0 ° o� _ _. 14S5 I to vl - -_ F O z_2- \\ \ p 'le p 1T s O p a / O ^i I $ o \ ° ^ o o 450 450 A z » __ 00 0 ° o N- p » 41F 0m F O1 v r _ m 0 GI v O n O y' > � In SWIG / p ° O 420 220 O_ / > 4451 6 FILL 1 _ �FZz z_ zz.._ DMZ 445 > » 0 1 CR 651NG� PI OPOSEDGRADE F\ i lt� ft, z z_ O Va E I z 8 WATERLIN ILL 440 i 440 v$'CLIII RCP ' 435 a5 CL UEGA LE @0.1296 435 179.58 LF @05046 64111 -- ___.. a5 CLIIIRCP 5 ED III RCP 60.221 F @ 1.49% CL \ORCh6B6 6Wo8LF @05046 I " 430 1'I s 53LF @3 1 430 Fr N o $,m m., m,� Ar Fr 0125 0w0 0+50 1100 1+50 2+00 2+50 3 +00 3K0 4 ^00 4 +50 5 +00 5 +25 STR -18 -STR -6 445 G%ICTNfi GRAFF. EXISTING GRADE 445 445 00 \ _O i.. Ott m F O' RIM p m o F pvz2O 435 > o L435 Y It F > PROPOSED ADS 430 L_. _... 430 425 1 IIIIRCP 425 v5 "CL 10404 L F @0.5096 � 420 420 TImim 0 +25 IT 0 +50 1 +00 1+50 1 +75 STR -46 - STR -42 VERTICAL GRAPHIC SCALE W FEET ) 1 inch - 5 It HORIZONTAL GRAPHIC SCALE IN SOFT J 1 m,h = SR IF 18 ' CL III RCP III �l +25 0+00 0,50 1+00 1'50 2+Im +25 STR -8-OUT STRE30 VDOT STD DI-3F TP 4 610 INV IN: 4x935 TO 32 INV OUT 419.25 TO z8 (INV IN FROM FILTERRA It It 0 ° O° \ STR: pVIrrNV I I > t- ZO 0,r >= CLIIIRCP 28 46 LF @ v.o CL III NOR g L1F@064% Fr -0+25 0+00 0 +50 2100 1+50 0 2+50 3 +0 3+150 4 +00 4 +25 STR -34-OUT F ADWAY EMBANKMENT MATERIAL SHALL CONSIST NOTE: ALL DRAINAGE STRUCTURES WITIT A DEPTH ELY OF SOIL AND BE PLACED IN SUCCESSIVE OF 2z' OR GREATER SHALL HAVE SAFETY SLABS IN ERS NOT MORE THAN S INCHES IN THICKNESS ACCORDANCE WITH STANDARD Sba AS FOUND IN PACT ION OVER TH E ENTIRE ROADBED AREA IN THE V0o8 ROAD AND BRIDGE STANDARDS. WITH VDOT 2107 ROAD AND BRIDGE N3030V NOTE: ALL DRAINAGE STRUCTURES \KITH A DEPTH NOTES OF 4 O GREATER SHALL HAVESTFP5IN ALL FILLTO BE PLACED =COREACTION ACTION. ACCORDANCE WITH STANDARD 5 L.I AS FOUNDIN i1- THE 1010 ROAD AND BRIDGE STANDARDS. MINIMUM 3' OF COVER TAINED OVER WIL MINIM UMOF 1 OF VERIO N EROM STORM EWERA W /LAND v.5 N BETWEEN Wll.& SANITARY SEWER MUS. DI -38(L =129 TH OFD I TF- 443 STD DI 313 (L 8) IN IN 437 SCOTT R. COILINS'Y INV IN:437,00 TO a6 INVOUT:.0010:0 455 �U l.ic. No. 035493,2 INV OUmT:43fi 90 TO az 9 7IIII 10 L NA 8420 PROPOSEDGRADE o 450 1 1 — o ° O n STR z2 VOGT STD. DI-3C(It \ O �+ TP 442 87 \ �'�"mar INV OUT: 438.o0TO2o A BE N .Izo 445 �, mrzz os0o£mP 'ENTIRE yq� z OSSWG 1 / FILL 440 > °s 7 d O £ °w < m N 0 p 6 Z o 3 Et z % s Opp 8 z06 EXISTING GRADE ~ z t' ,..m < <I to v5'CL III RCP v5 "CL III RCP m > 31.17 LF @o.p% 6476 IF@v.140 a w S m I 430 W 0 o ° > iu 61� �1 BE .x125 0 o+so 1+25 J STR -22 - STR -14 o m n m 1 — I STR42VDOTSTD DI3B(L-I ) STR:28VDOTDE3B(b6') 1I TP =433J6 INVIN 4z58a TO44 1 a w r TP= 426.Bv 0 n' .°n �o T 4257¢TO ."y v INVIN 095T030 In M V tlNV INVIN 418 9'T0 36 Z INV OUT 4 60OTO 26 I 2E (INV IN FROM FILTERRAF 8422.0) f 0 www O p IT I S — PROPOSEDGRADE > p 1 7 0 Ed W > J J Ln > >I 8" WATERLINE a CROSSING 1 L O O PROPOSED GRADE G f 0 H / \ Ir U W U S, w /0 0 1 » LIE 0 < m O E CS OF O It GO ® O OF Cc P_ H o n V F s' J W < Q O Om �O Cc TARY o OOmo vz JM SING r r O I."o wMZZ o x o - ® N __.. .___.1 )o G p � E BNOm / Nazz_ 122076 mJF >> z z z F L III RCPT\ / 12NO. 18 ' CL III RCP III �l +25 0+00 0,50 1+00 1'50 2+Im +25 STR -8-OUT STRE30 VDOT STD DI-3F TP 4 610 INV IN: 4x935 TO 32 INV OUT 419.25 TO z8 (INV IN FROM FILTERRA It It 0 ° O° \ STR: pVIrrNV I I > t- ZO 0,r >= CLIIIRCP 28 46 LF @ v.o CL III NOR g L1F@064% Fr -0+25 0+00 0 +50 2100 1+50 0 2+50 3 +0 3+150 4 +00 4 +25 STR -34-OUT F ADWAY EMBANKMENT MATERIAL SHALL CONSIST NOTE: ALL DRAINAGE STRUCTURES WITIT A DEPTH ELY OF SOIL AND BE PLACED IN SUCCESSIVE OF 2z' OR GREATER SHALL HAVE SAFETY SLABS IN ERS NOT MORE THAN S INCHES IN THICKNESS ACCORDANCE WITH STANDARD Sba AS FOUND IN PACT ION OVER TH E ENTIRE ROADBED AREA IN THE V0o8 ROAD AND BRIDGE STANDARDS. WITH VDOT 2107 ROAD AND BRIDGE N3030V NOTE: ALL DRAINAGE STRUCTURES \KITH A DEPTH NOTES OF 4 O GREATER SHALL HAVESTFP5IN ALL FILLTO BE PLACED =COREACTION ACTION. ACCORDANCE WITH STANDARD 5 L.I AS FOUNDIN i1- THE 1010 ROAD AND BRIDGE STANDARDS. MINIMUM 3' OF COVER TAINED OVER WIL MINIM UMOF 1 OF VERIO N EROM STORM EWERA W /LAND v.5 N BETWEEN Wll.& SANITARY SEWER MUS. DI -38(L =129 TH OFD I TF- 443 STD DI 313 (L 8) IN IN 437 SCOTT R. COILINS'Y INV IN:437,00 TO a6 INVOUT:.0010:0 455 �U l.ic. No. 035493,2 INV OUmT:43fi 90 TO az 9 7IIII 10 L NA 8420 PROPOSEDGRADE o 450 1 1 — o ° O n STR z2 VOGT STD. DI-3C(It \ O �+ TP 442 87 \ �'�"mar INV OUT: 438.o0TO2o A BE N .Izo 445 �, mrzz os0o£mP 'ENTIRE yq� z OSSWG 1 / FILL 440 > °s 7 d O £ °w < m N 0 p 6 Z o 3 Et z % s Opp 8 z06 EXISTING GRADE ~ z t' ,..m < <I to v5'CL III RCP v5 "CL III RCP m > 31.17 LF @o.p% 6476 IF@v.140 a w S m I 430 W 0 o ° > iu 61� �1 BE .x125 0 o+so 1+25 J STR -22 - STR -14 T 15 CLIIIRCP 15987 LF @10}16 15 RCP !. I. 3128 8LF LF @ 47646 .v M o m n m 1 — — STR42VDOTSTD DI3B(L-I 1 1I TP =433J6 INVIN 4z58a TO44 1 a w r 4 581 T O 46 0 n' .°n �o T 4257¢TO ."y v EXISTING GRADE In M V tlNV RE Z 2E OQ// 0 www O p IT Go S — PROPOSEDGRADE > p 1 7 0 Ed W > J J Ln > >I 8" WATERLINE a CROSSING 1 T 15 CLIIIRCP 15987 LF @10}16 15 RCP !. I. 3128 8LF LF @ 47646 .v M o m n m m n : 0 M n r m M m a w r n m 0 n' .°n m ."y v � ( -0 +25 0+00 0 +50 1 a1 1+50 2 +50 3 +00 3 +50 3 +75 STR -44 - OUT R £ f` M M N Z M V N O OQ// ES > LL Ed W J J Ln N W a cf) LEI L O O Q a H Ir U W U W w n LIE 0 O E GO ® Cc P_ H F s' J W < Q Cc JM - ® N )o G � E BNOm 122076 SGL[ 12NO. EXISTING STORM MANHOLE 455 TO BE MODIFIED 455 o 455 S �� x ° m� SCOT R COLLWSZ m m EXISTING GRADE / z �, U ]IlC. No. 095891 Y Fir m o po- ° STR 24BVDOTSTD D13B(L=8') VERTICAL GRAPHIC SCALE o TP °' _ x >z ` o m / m 40975 ° mm0 p s 0 =s s m 20 o OO INVOUL45.50TO 23 p oa `�' _ -- __ ul r r T z _ 415 ° ° N u, .°. 450 A - - o ^pj TPR oBVDOT SEE MODIFIED DI -J 4$ Szz 425 n // O ASS 1. 4S °NAL I mnt FEET )oo EXISTINGGRADE >ryO II-0 _ -__ !J INVOUT 405.7, oO z4 EXISTINGNG GN~ 11 > >ONPV OUT: (L =6') 445 —o OV / __ -- r _..QF O.N� X445 HORIZONTAL GRAPHIC SCALE 410 I PROPOSED GRADE z w 4 O PROPOSED GRADE O F_ In 0 O O m o so v0 > m E S 8£ OF _ vo0i5TD ESn F » 420 _, 3O 440 _R1 5 0 z LL E zz T s? o �!! o u, ° ir _ 4O5 405 PROPOSED GRADE 'r z_ z - -- $ E r ( M FEET D 1 nmT - 50 fL. - wI RIPRAPOUTFALL CL III RCP a5.9v LF (aR 0.5846 ° I m zz' I. w¢ ® Oi�o o �'Q 3 - 4 5 4 5 435 "' ��_ _ 435 ' Q xw ° w i- E ° Il m f b NOTES: EX INIV OUT 40370,... v B8,6v LF @l o�5v ', '� 40D BASS LLir REP a -�IF�w SANITARY SEWER CROSSING I, ® o � £ a w � m 0 S REP z. MIN NW M00F COVER MU 950E MAINTA NOED OVER \NIL EXISTING B "WATERLINE CROSSING SSwv LF (al oL54W E %ISTING SANITARY ° ' �I k6 Iii I > S w C p < ° > 3. MINIMUM OFi OFVF.RTICALSEPARATION FftOMSTORM NOTE: ALL DRAINAGE STRUCTURES SMITH m NmN m w SEWERCROSSINGS 40 400 / III - OF 12 wRH SraNOnao Sins FOUNOInI m ° °'w �',.R W m ° 430 �% J p z ° I Lill all SEWER &WILAND i50FSEPARATION BETWEEN WIL& ° k3 SANIIARYSEWERMUSTBEPROVIDED. o,a sO a THE 1008 ROAD AND BRI DGF STANDARDS. Al 0 =NCE ADWAY EMBANIKMENT MATERIAL SHALL CONSIST o +u o+oo a +S° noo im5 z+oo ¢ +a5 owo / I I aF�� ELYAEMANDBP PLACED TERII SUCCESSIVE ALLCO NOTE. ALL DRAINAGESTRUCTURESWITHADEPFH I: =_ 415 - - -- - --- _.36 {HII RCP_ p ERS NOT MORE THAN B INCHES IN THICKNESS OF 0R GREAT CR SHALL HAVE STEPS IN STR -24 -OUT o::5 0+50 O +JS EXISFIUP I 1]6 61 LF �a 0.5096 COMPACTION OVER ENTIRE ROADBED AREA IN ACCORDANCE WITH STAN LARD ST -a AS FOUND IN (` ] INV CUT 3US 0III51 E \NITH VDOT ZOa /ROAD AND ERIDGE THE ZOD8 R0AD AND BRIDGE STANDARD S. STR -B3(` - JTR_1i37 4z5.i8 I36 CI.III RCP 6a.J3 LF @0.51R JJ 49.55�F CaI ° -SZ°X^ N 303.04 y20 ¢2° 0+25 o+OD 0+50 a+oo 1+50 00 2+50 3 +00 3 +50 4 +00 4 +5 S +0o 5 +5c SAN -12 - SAN -8 NOTE. MANHOLE OIAMF.TER SHALL EE 48 "FOR MANHOLES W IT H AN EXTERNAL DROP CON NE CT ION. IF CONTRACTOR CHOOSE510 WS FALL AN INTERIOR DROP CONNECTIONINSTEAD OFAN EXTERIOR DROP CONNECTION, THE ALBEMARLE COUNTV SERVICE AUTHORITY WILL REOUIFB 60" OIAM ETER MANHOLE. EXIST EXISTING MANHOLE (SAN 11A) TO BE REPLACED AND LOWERED AS SHOWN SAN -T. M 440 z - -- INV IN43 SOTO SAN ¢ oTOANN- °o z Q 0 0 o m o o ORE- III Stn LF C� 940 4 20 2 r 435 0o o _ y S F JRZ PAO +m <mlp?OgS ®s Qrc iy 3oIMIN _ fO <r>zzz n\ �b,i> Lu W GRAD09ED- o 430 PVC j E " WATERLINE 9.SDR355 4o IFF CROSSING ° o 3' 1+425.. a 0+25 o+OD 0+50 a+oo 1+50 00 2+50 3 +00 3 +50 4 +00 4 +5 S +0o 5 +5c SAN -12 - SAN -8 NOTE. MANHOLE OIAMF.TER SHALL EE 48 "FOR MANHOLES W IT H AN EXTERNAL DROP CON NE CT ION. IF CONTRACTOR CHOOSE510 WS FALL AN INTERIOR DROP CONNECTIONINSTEAD OFAN EXTERIOR DROP CONNECTION, THE ALBEMARLE COUNTV SERVICE AUTHORITY WILL REOUIFB 60" OIAM ETER MANHOLE. EXIST EXISTING MANHOLE (SAN 11A) TO BE REPLACED AND LOWERED AS SHOWN SAN -T. M STA v +J7. RIM.44o. - -- INV IN43 SOTO SAN ¢ oTOANN- O r z Q 0 0 o m o 8 SDR 35PVC m Go III Stn LF C� 940 4 20 - z �_ _ $D��.. OT 0o o ar � S F JRZ PAO 00 DzO <mlp?OgS ®s 3oIMIN _ n\ xF£kx Lu W GRAD09ED- o PVC 41 E _. m° i_. I,I m ��C,9' it 9.SDR355 4o IFF ° o 3' a °z0 W ° \ Qai£zz o U o Ir 410 U O \@24A_.. g`3bg're �.., 24C m z yza '1'a Y Q DIP vtl ® Ln 405 H -�.. 06 r 5 E Ln Q RI FOR ZLEE! Lu o 0 w cc OWPPE 4 00 ',,,. 6.30 LFQ12 _. —._ a 0+25 o+OD 0+50 a+oo 1+50 00 2+50 3 +00 3 +50 4 +00 4 +5 S +0o 5 +5c SAN -12 - SAN -8 NOTE. MANHOLE OIAMF.TER SHALL EE 48 "FOR MANHOLES W IT H AN EXTERNAL DROP CON NE CT ION. IF CONTRACTOR CHOOSE510 WS FALL AN INTERIOR DROP CONNECTIONINSTEAD OFAN EXTERIOR DROP CONNECTION, THE ALBEMARLE COUNTV SERVICE AUTHORITY WILL REOUIFB 60" OIAM ETER MANHOLE. EXIST EXISTING MANHOLE (SAN 11A) TO BE REPLACED AND LOWERED AS SHOWN z S DR 35 PVC B 5 LF @35646 DROP CIINNFCTON NOTE THE -0+25 °+m 0+50 v +oo 1+50 2+00 2+50 3 +00 3 +25 EX -STl - EXISTING POND om Z H O 60 ]455 P,zzgx FF0 450 M 450 ER SANITARY LATERAL AL LO<ATION (TYP.; z O z LA SANITARYLATERAL NET OF THE SANITAF 1 AND 118 WILL RED I BYPASS PUMPING. ANY BYPASS PUMPING SIHALLIBE SUBMIT FEp TO THs ACSAFORREYIEWAND I 415 APPROVAL PRIOR LO CONSTRUCTION 415 all s. v �'" w v jr vl -0+25 0 +00 0 +50 1+00 1 +50 2+00 2+50 3 +00 3 +25 SAN -nB - SAN -ii 0 +25 0 +00 0 +50 1+00 1+25 SAN -20 - SAN 12 lu SAN -T. M STA v +J7. RIM.44o. - -- INV IN43 SOTO SAN ¢ oTOANN- INV ONT.43 IN CO PROPOSEDGRADE i OT 0o o I S F JRZ PAO ZZ0 B. > > ®s 3oIMIN _ n\ z S DR 35 PVC B 5 LF @35646 DROP CIINNFCTON NOTE THE -0+25 °+m 0+50 v +oo 1+50 2+00 2+50 3 +00 3 +25 EX -STl - EXISTING POND om Z H O 60 ]455 P,zzgx FF0 450 M 450 ER SANITARY LATERAL AL LO<ATION (TYP.; z O z LA SANITARYLATERAL NET OF THE SANITAF 1 AND 118 WILL RED I BYPASS PUMPING. ANY BYPASS PUMPING SIHALLIBE SUBMIT FEp TO THs ACSAFORREYIEWAND I 415 APPROVAL PRIOR LO CONSTRUCTION 415 all s. v �'" w v jr vl -0+25 0 +00 0 +50 1+00 1 +50 2+00 2+50 3 +00 3 +25 SAN -nB - SAN -ii 0 +25 0 +00 0 +50 1+00 1+25 SAN -20 - SAN 12 lu 122076 I SLEET NO 13 M N Z CO ED N Q EN ®s a Lu W 0 J `^ ��q ° c V/ a W ° N o U o Ir U w ao m z Y Q LIJ ® Ln H U 06 r E Ln Q o ZLEE! Lu o 0 w cc O W Jcc M C� W ® O Ji 122076 I SLEET NO 13 , m rte a US US ILE NO USA Qk 111, INS ON a It 0 04 w rem vw o n Is- Iws 1 w a Erp \TH pF,G br,>nty 2 —a _ L ,,Tm I- - o. mo o a a m a a ao o— s o J- e .p d a z _- , � - 6 — E s A a { — — `p a � — .I r f s I t e I EPTO� 1 n o A I t b nm son3 liylIMIMY GTE ad � Lu ON fl `, '°'°= fi la I 59 A — 60 2 it Ss I .. >e . 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LEV IS �V r EP4 bNCm'SSAPNI Em N ECANa E4 IF 32 26 v I L F-9- 1 1 'I F i ' O \ I t — —..1 �. 1yry �T.r \ Ln /, i� -_l _SEE��3-35F�ITI�TION " L.� 1 _ -� I �. �� i�.� -�.. � /��/ r/ � \� : -__ _ ULic. No. 035991,a % ,�•... I I 1, � -, .� 1. I AREA LANDSCAPINi _ - -. . - - -. V I -- _ "- j �� _ -- /I /✓ / r. t �� _.i �� }�l � � �` Tell WSEE— To /IPd� (5)PA / V VGA vv�v \v`v -� - a)UP- / _dam LANDSCAPING EASC EASEMENT Ell % He) cc - / V A A i i 'f / T,fHE "T (BEGIN E LIE 1 SWM BASIN PLANT SCHEDULE - _ } STM BOTANICAL COMMON NAME SIZE CANOPY (s>J OOANTIT, �, -- TEE L 1 -TREES /_� X xEE �_ -PA PFLOWERINRR TREE LONDON PIANETRCE 21 /2 "rsl. 422 5 / —� i V / z R�d.� PN _ T. Q�J SMALL FLOWERING TREES / � �� U`�_ °- -'TT /� ) l ^l * �e ' A 'C'' CC CERCIBCANADENSIS REDBUD 6-TNL 124 6 �� - / SHRUBS &GRASSES r^ L ^ \� <\�- -C:O CORNUSAtBAFOLIA RED TWIG DOGWOODHRA 24 "M1t 28 3 C 16 23 - J 1` VIE / LEE �— E, N PP1 W ITEATIRGIMCA HENRVSGARNEP HENRYESCIALRAFTITILE, 18"M1L 64 j 4S ..��v_ EEEEVEE SEL I I.IiN 4Y -F4 •ry �\ A.L.. ` 4sL ELL IT TEE, �,sv //! i Ell r/ , 1 ��I�1�112." �V vwx LEEE'r ELL IV '/ ./ v/ I' III III ICy� 1 }! %A Ix, Tell T/ V y \ 5 ESDP- aov335 F013 MITIGATIb / / / V RE IANOSCAPIN6 / ` / \ \� \ -a`/ /' c / 1 VIM LI'EE'V I \- n / / • (r' t_ �/ S / H/f' iSEE� THUISELL, FIT 234 HE 2UH1 EINSISPEACHU'lle) lT rir. `\ ,S/ / _. l.�a _ 1 / n / / / / / / /;/ \ \I n , O �rf� �r:'\. r .4� \ 1 a\ _ V/� / /fir /x� \., \ 1 v m�m- 41 -I /L /4 1 ,} .,,:_ / / ,.: �- T 1\ 'I 1 1 L ...,.,LU P� .m.,,aa.,m. v A� \V v v v / ¢/ 1 1 1' L -- a Evergreen Tree Planting Detail { \ G� x ^j ,(,' / / / / rvaro sale \ \\ \\ _ / / /// /L /L — - -- f_ \ F / A A VA A A A l I / A / / EI °2 vv� A�,yvv� v A v v� f'�. / /// �I �1 A, v p .. .. ..�. /. el LET E, , v \E, vv� v Ct /i \ ,.v .m \ \\ \ `OUTFALL AREA PLANT SCHEDULE /// /1 /L/ LE \\ \ \ \ \ \ \\ \ \\ m -� / / AAA A A P u. P„w1 ». +e ..wet rN L rra.m n. m m e..e .�. Lm. If VA A V V A A_ \ 1 1_- A A A A A A ° \ E, v p. SENT BOTANICAL COMMON NAME SIZE CANOPY (sf)QOANTITT \\ ` i. ' TREES V �m .. •mua nuvrElI, "'i. LET r _ + { ` SMALL FLOWERING TREES LONDON PLANET0.F.E 21/2 "cd 1. 422 5 \ PA PLATANUSACERIFOLIA _ ry _ -ss H LIVE HE ALP. -CC CERCISCANADEN313 REDBVD 16 7'IL uu -7ort rm�.m�m _ I __aMRVBa &GRA6566 � �- no,c ewnruxnm �x'DUS,rn T :�;�r CA CLETHRA ALNIFDLIA SGMMERELEVI CLETHRA ED NL 16 19 -'� \Y' _ -CO CORNDSALBA RED TWIG DOGWOOD 24 M1 2R 1 (3471V �Z -_ ,_ _ ins.: IV ITEA VIAGINICA HEM1RY SGA0.NET HENRY'S GARNET ITEA 18 M. 64 34 Tree Planting and Staking Detail _ vnMa:a'r u[ vnmm�n <aoc ,:w, NO[TOSCHER .._� SEMINOLE RAIL (RT.2g) ^�•�.� a4)IV \ M WLE RAIL(RT.2g) z N z �& E g Et N O w N Q uRES SnRFn DOE cuvsownlsEEUnuvsvncsD,rvnn > I-L ARNELTURNBUITLES LOOPHOREAROUND ELI W TREND. RESSOWIRESTIVIETECOUPPLAYTAPEL _I J IUmNER rvFORnn *ooxsmR > HI z o ii Ui ¢ o PD Lem® Fee, J Kis uHEi osRnrvD TUR SUCLDPR O Q J d Z r NOODUNABLSAL4N roro. y ` v muanswcsq 2 Q AmENEEDPOLm. U W v C � o G � REMOVE EURLAR FROM TOP Y Z T FOOFFALLASSHOWN W O J 'T ALEAMPAGEDSTP4w.Om N. DEPTH U E Ul V 0 Lu — O Z Lu BE 0 Ell Fee- U) �Q fieee DOUBLE wwn RUMCB ROSEaTRNICE S J CC �I Cc ° U� m Ha. FROM � - O MULLNSwcE LTOa mx. DEPTH ® N NNISHILD REAL, HE TRADE TMETTEDILREaGAVEORSHREMISTRAHKAE U BE CjE APHOUNDTIBUNKABOYETRANUELE me UP ASOPREPIRREAGWIRLSWITH CORALAYTANERFERTICONERES FORADDELLONALIN .AMENDED SE L m.FOa'A„ON. 122076 CEMPMTEDAUSHOME SCALL 1" 40' i5° € w AD i/ v w 6 o AD ED BE ,) 0=gs =P 8 oamBEo8 ITT ED PC 2E HE �' 8 HE SO SO f _ _\ Z a w f G ED IS a ED ED k AS ED < HE Fe E, US RE £ a US d 0 EI HE OR ED n `. A A ` m a O L - Fe ME _\\> WIFE: ozv vvVvv �.� US \ HE. Fee vv� V A LE V A A VAA FEES HE UE CIR OF a4)IV \ M WLE RAIL(RT.2g) z N z �& E g Et N O w N Q uRES SnRFn DOE cuvsownlsEEUnuvsvncsD,rvnn > I-L ARNELTURNBUITLES LOOPHOREAROUND ELI W TREND. RESSOWIRESTIVIETECOUPPLAYTAPEL _I J IUmNER rvFORnn *ooxsmR > HI z o ii Ui ¢ o PD Lem® Fee, J Kis uHEi osRnrvD TUR SUCLDPR O Q J d Z r NOODUNABLSAL4N roro. y ` v muanswcsq 2 Q AmENEEDPOLm. U W v C � o G � REMOVE EURLAR FROM TOP Y Z T FOOFFALLASSHOWN W O J 'T ALEAMPAGEDSTP4w.Om N. DEPTH U E Ul V 0 Lu — O Z Lu BE 0 Ell Fee- U) �Q fieee DOUBLE wwn RUMCB ROSEaTRNICE S J CC �I Cc ° U� m Ha. FROM � - O MULLNSwcE LTOa mx. DEPTH ® N NNISHILD REAL, HE TRADE TMETTEDILREaGAVEORSHREMISTRAHKAE U BE CjE APHOUNDTIBUNKABOYETRANUELE me UP ASOPREPIRREAGWIRLSWITH CORALAYTANERFERTICONERES FORADDELLONALIN .AMENDED SE L m.FOa'A„ON. 122076 CEMPMTEDAUSHOME SCALL 1" 40' i5° € NIT�� a PAI SpGMnER scnax Rk"wig A CURB alD Ganm SECTOR o 180 That el na^N°w HIT 3GANNI In OIL �AUNmGONE US LINK IS IS "It ro do test Sys feet FUJI Cut i PJ as ei T ., N, Audi fall ill ATH CIRRI 5 FINE G M N4 b � ,;1i� I NNmPI ae rrx, ate.+ � J ww �XA„ j 3$hNfiw W4 M t'AkmWl ANSI aacY E DELINEATOR ;q@yFAR.bAPI(EBB A L No $ 6 I&I SPIRIT kik[LE Of UNIODULD, Club IN It FIX Xiducton DGUIDU hall li 1 i di 0 S m c ?n I PANIC flcoley darrion, PIT di '111 '3111 1 COU111111 beell". 'If L busy' Ass 1 40 Plan Aw been . 4ace ,. ral al III I .._.al.,.a- ",a aao fl. a°, 11 It I ®.a ° ae y If "o SINCE A" n.a amu mw. .. as G111 CANADA hc°g f N godub, m LEFT � _ _ DELINEADIR PLACEMENT NOTES tl p, y Lou he hot,, A the I no,,J IN Peace to Fm REENG at of L due of n a Of if + ep SPIN I16ISUJINa.ttJaaa fron the do, ofF. .tr,,,t tCGd1bJ ' °we� Delinei I be Plaaa fron the p opubdal edge onn left CAR with n the CROP section Aa D " TRAFFIC MAINTENANCE PLAN (scALE:r• =3Da) PCs thou P 9 entui Whern,r1dour, so 9 J dithch tl' d IJ�vezta¢ such � = tlnot exceeding no 9 fl (or, so . .... .I II 9'. UIR once fdocillortlybIAmni T N traft 6 p c Ntl M1 IIL. Al tl p tl M1 gl h e tl oa F .pm nae.paV ig nl used Lhoun ia (I no Rk"wig A 1S�.Ctl. fnix o 180 That el HIT 3GANNI In OIL feet US LINK IS IS "It ro do test Sys feet FUJI Cut i ON Poc BRIARWOOD EXPANSION - PHASE I (SCALE. 1' =1 °1'=) T,.�, C IN To / so / AM ch _ 350' 39a� ) SIGNG - 1 M / UISIDELA�ECLOSVRE /) _— E29 IT Oblabi ��--ss SGN Ga° -a N) AN W4'aR IGN Wt -no SIGN MOSER IGN WJ v TAPER SIGN Wa°a _ ISNOTTOBEISNTALLEDUNTILTHERIGFi ll RIGHT OUr CONNECTION IS CONSTRUCTED 4 "SINGLESOLID / G1 �✓��AND TRAFFIC WILL BEGIN TCURRIES WHITELINE 1 IP f / EL S" "rITFI OPOO SE DEP A C. IF- T-4 1 121 I 1 PR i ocXTURN LANE--- :.. EXISTINGEP EXISTING GUARDRAIL \.- SOUTHBOUND JANE DhLl SINGLEWHRE DASHED L LINE SKIPQ —DO 91. NLROPOSED IMPEM�SHEESLOONOTEI _ TORSEDDLIBPE NSIONNG NMR EWEz SONTRMT0R3H I)N� ^C ")IVIYDwfi MVERT SLOPE Son GJ _. _. Ems_. NOTE: -- EXISTING GUARDRAIL -At AS ALL GUARDRAIL 0 "0 HAVE GO-9 END SECTIONS C RELOATE ATEEXISTI NOTE CONTRACTORTE BEFORE MAKING PLAN N&ELEVATION. COLLI TING GUARDRAILAS NECESSA DRAINAGE STRUCIURLSBEFORE MAKING PLAN MODIPICAIIONS COLLINS [E�d EfiBRLi(Ffi4. L L _ / —� — - -- - ed, .- 'BldEnu�EO DRUNQ ST RIIN64IItUCTUaESAND TH6 "— F - -&LONG ROUTE 29 SHIGNOFTHEE %ISTINGDRAINA SIRUCTUREM- FICA?ONY -' a_- � ALONG ROUTE Z95HALL BE COMPLERU AHH531M E,IHy1= f£SSAAV - -- -- —. Q ROUTE 29 IMPROVEMENTS (SCALE t' =31R) NOTE :THE A — N D -1 TIME OFTHE —� �I RiM LOU ER ax'nNGIT L A �auEll€aPoO / L our C8a EXISTING) A PAT) SECOND L-0A -ROUTE 9A5 SHOWN WITH _. -ONCE THE OF 6 C NSTR CT-I IN SOUTHBOAS SHO NWI 0 FOR REVEW vl SMgSTOP COAT E IXSTINGSHOULDE /I COMPLETED LETLN ' R� -� \V� _CO RSHi � y.NDPEKit 7477 va. WhTOBhFHN6IDW "EXIST RTTOJ691AIN ELE TbN_y°5 ag -_ M -..__ _P -ze Ea IDS erc RTOUi =p°a 6a) NOE < O - -jam. �_. - ' 4 BRIARWOOD EXPANSION - PHASE II (SCALE:a IN I'EST� iNSTALLMEDIAPia \° JE yyyyI / LANEMARKINGS NOO - — L- g�A ORS / / / ON, of � SIT IT / \" ��/ // 1 / Lo ILL 11 At I IT Ci 1 TH OFG osscaxx re. cacunsz U L' No. G359911> q�I1114 cae' �rrDrvnv sA��'� / /i' {/ / ✓ �� 2 O do In Ah LANES CONSTRUCTED DURINGI� / V 1 V 1 S£ PHASE I SHALL BE USED TO REDIRECT / / �� - � T T ° al BRLARwOOPDRIVE TRAFFIC., / % � — � � \ 1 IT � � m � %%� r �� /�. /T VAA A �� .� IL 0 go ON do IS To ��LTFSLFJ IT yN7`NR/ No III z V Is IT ES/V 1 11 /�/ VVA� v v too / / / \ LU an ED so it IF �I /I I / 1-4 1 1 1 1 T INSTALL MEDIAN& LANEMARKINGS LET I SAT 0 or Loy tai �yV - -- ' F%ISTIN6 TRAFFII CIGNAI r- NOTES. VDOT INSPECTOR SHALL BE PRESENT DURING THE LANE CONSTRUCTION ON ROUTE CD n. ¢CONTRACTOR SHALL GO THE INSPECTIONS WITH THE ASCOT LOCAL RESIDENCY. 07 LCONTRACTOR TO MILL AND OVERLAY EXISTING SOUTHBOUND LANE ADJACENT TO THE PROPOSED RIGHT TURNLANEAS N z SHOWN ON THE PLAN. ® d' CONTRACTOR TORE STRIPE LANES, REMOVE AND REPLACE REFLECTORS, ERADICATE PAVEMENT MARKINGS, AND PATCH SO z NE — PAVEMENT AS NECESSARY. -- a � c d CM PLOT SID. cR -2 �B_I �S' r -2" O 0 W GUARDRAILS N Q U £ r °u = S o O i VO ° °'3 w GE I do 1 E EX NET £ G s do. IT IS Ej Ed by IT I as ge do du An AD PC ow b of .KIP Oa IRA 3a ppp N 1.5 C/P GUARDRAIL EXIST URI N Z an �-- — s° BM-25 z" ss-9,5 Tu eNLe,NE =R. 29 ¢Q/ Z n 1 /a'.1' CROSS 1 /y':1 CROSS > LF w JO GTE SLOPE _ g LL.I z ILL IT J L J f Q �1 c 6 0 MIA. - -__ G ° LET TURN LANE B' 21 -e ® W U as PA)20 SHJULDER F Q PaR £ 6 CGENTO L 21-6 AND VDUT STD. LEFT PLAIN LANE D- 2 E` SAY -9.5 TOP COAT DD -4 5' En t/EL 21 Fi, B" Rot H t uNDERDftwN & 2" AND-9.5 TOP COAT CC U ROUTE 29 TURNLANE - CROSS SECTION U W =E as F o AT Y w LU O o; — r F w USE z9 //SFr L� - RSAZVCTEUZrrI �r y o W U 0 of }MMEftCIAL //PARCEL SHOULD THE / \\ — /. / .. 3) e GO TIONAL PU�2NLANR BE MET PRIOR?A THE �_"_ t7 1 TH E TU RNTIRE E SHALL BE CON STRU CTE ".—! '` e� F— _ so _MET. AT THE TIME OFTHIS TIIRHLANr'� y� �( T W O � ON4tAN /SHAT ��LBESUBMITT�DTO i I pi of 0 THETRAFF(C SIGNAL WeCL BE _ N futs )UNDERAL LEFTTURN LANE. - UJ by H P IL PEA Q o o_ RnN- \ / IXISTINGTRAFFIC SIGNAL Iii PROPOSEDV 1 - _GUARDRAILAS NECESRV\ J ¢ L�L , JjNV (PROPOSE OUTAINAUST PE- ES ` \INVDUDi�ERPROOSED) POLELOCATIONI - -- AI J� RELOCATE EXISTING M we. ryaapaseD) p A S49( N TIE-IN GUARDRAIL TO � N XSI EN 1 —EXISTING GUARDRAIL TRAFFIC / —� \ '- EXISTING TRAFFIC SIGNAL/ W POLELOCATION F In R- :GUARDRAIL " TI do In A CONIAACFORSHRLL REM TEND TINTOR EXTENDFFppggTTIING9v5 HDPEPIPEC TRAROR `0"- B$CeLII1iGMP SH4 GRAIINTXEEU'STIf ER SLOPE& IAMETEROFTHEP ETD REMAIN.. IT IN RR z• PROPOSED NO VISIT STD COeR.irPESil PIP SEMINOLETRAIL - L-a SOCIR 1NVERi1N =40549 (PROPOSED& "IavERTUOrwas.G3 (EpAwG) U.S. ROUTE zg ;16NO OUN O LANE I� - ' NOTE LER TURN PAVEMENT MARKING IS NOT INSTALLED UNTIL ISCONTRUCTIIARWOOD DRIVEEXPANSION ISCONSTRUCTEO N l�V� V \/ AND TRAFFIC WILL BEGIN TO USE THE ENTRANCE },FT Talf Wnprel( MIF IMN. apiuSert W San Slema- Ia MAD, RPM bowl 6o-yrvM Wlnfaeu R"Pi RVV Up Wall Pwfife B,,TYK, 62eg eLengtw(6L)0 Lp A w C W unit M 2X 1V Sv ormorr 4nh1 P P C Tnt, g 4. .b. C. rigs 3tr s ^C S E MvMe.O'nNMPro Vent y Y L 2 pnl age A99rnpto p. l f 4F MIT 12' Tluak ft' Cn bd o Wnyryal. AR °`.J Cw peel MI 90% Y Daylight PIEe L T,. ^ "j. ♦ ' Stn daM Prce:wO wSry i rMTym Wall`'1`l5 C ?b-.w `.< .. 46 PCSPaa ni(TYe) . Ex /icy Pad WALL CROSS SECTION ({Jai to Seale) 0 9yy 9 q E. %15 / P WALL 1 VOPer W41 - S rcFau Roan 1: d ... T S tan g.. SITE PLAN ANCHOR DIAMOND PRO UNIT vernal $",a " =loo f'T) (Net be Scale) BFlarwow Gmm nal DRAWING INM Anchor Diamond Pro Segmental Re oinilg Walls rEt o6'b Albeamk ca uni Vi. Ina heel Na ,pT =w WM I site plan Er1arWOad Commercial { °G.oreannleal F�%livi Hand Mal Read 2 General Nobel Design Paranetma Albemarle Coon Vir inic a 2 EnB�nednnB P c PeReake.. Virginia 241319 3-4 Oeidls AnaFu Dlamow Pro �+ IT 4 Nil 921Ea Y P "e'er }� 5200 5-6 Wnll- Sta.OTO Ste 132 Site Plan AdgMdTM brad n9 gDwnege Plm SbPei Na. 4; 1 Wall 2 -Stan 0 To Six ISO Dffialtiplil5,2014( libi 9 /Sl /a1/).Nnpared Bf felons En9 ne8Ting. �o /l4 p a Als n ENRI Na Rw-1Mr 7 -8 Wd13- Sfa, °M 5M.20o SfTa Plm Far Dlenrat'vs Purpaaea AppYRx SSdw 1F "10PFT `FES /9N0.1 fP�, Revo": S0 t }/114 Seat Eirwitars,6aps Anchor U 1pe nd Pfo Units CONCAVE CURVE DETAIL (Nn to Scala) Between tTLeMlapjpng Geagrldz for Proper Anchorage Anchor Uianoad Pro Unite � CONVEX CURVE DETAIL NO be scams Lena. .x6avnit Enron Pwt Mwc O A'OL &Do Ell Aft ➢m ImUHR iwn W / ALIGN "1 BryyF - PVCCwned SPTQ` DETAIL ' Shrvbx Val be panted between the walls Td be6iwtbe PP Tire toRgeng d "r can b LButgang awittly kiio pwaam¢n+Nf ih eMet bwus. mar No, W Slane Start Sagrid Approx. P' Fran Fronf'af units GEOMM PLACEMENT DETAIL. (NRt to Sol offill Lorrain/ Anchw Oknaart Pin, Unit VUOT No,675iw1e WttOdn (Wupwle) A' Ike Perforated Crean ripe aFMaz 40' -0.C. DRAIN DETAIL Oren toDwkaht (Nat NO Scale) 591116 aalaaw Pr*ct w. I Rw -14471 RNEML NOTES DFSI6NiARAY£r&S 10 STRIP OSETATIVEAND URTANIC SOIL FROM: THE WALL 14A REINFQRCEI)FILL SERUM THE ORAINASE AGGREGATE SHALL CON5i5T I THE WALL PROFILES ARE BASED ON THE 6W..DRG -9 DRAINAGE MAN. AND GE SD ALIGNMENT OF 6RAKV1 MATERIAL WITH OWES TWO EP 6W 6M W. SW SHEET NO DATED APRIL 352034 rEV 9NTA OEq AR W UM FS _."Y L ( 1 Sol BO DO NOT EIAYATE BEYOND ELOPES OFBeb.EORlOTAMED IN PEPGLEOFMETERS- OTGJION,q. WALLETAISSHONONTEERtN6 AO DO NOT ErN DIEYOND END THENECNLINE55HOWN OF PINE FRACTION INEDIN�ID MEVEL SHALL W NOTEd 2 WALLNETAILSSMWNONTL(SMANARESCR TING THE NATIONAL ONIMER TO DIRE E SO HNICAL AMAIM FRACTION IPNSNO SIE MAXI VE SEBUTTE MASONRY MEETING THENATSONPI UNLESS BY TK S (M W Y77 FIA 5 FT { I EONTRACTOR SHALL EUNSUITABLE E EMPORARY AMAXIMVMLI20. LIMiT pl)OF 40 KNDAIAAHIMUM W.PSIlCSTY CONSEWIPP5AAYSISUSED FIN{KAU}CTAATA 1UODW AM 5035TEM5. 13.0 AND PA DESHALLEN$LFETLPQHFIRYEEDED, EXCAVATIONS ARE 5TaBLE HOCK FRI}OF20. 3 AFFORD, W ERCOMP TINK 6dw'w'UMSMAY BE SL6PED 5UTED WITH HGJ5D AECTECH ICAL OUINEMNSLFPORTIF HE RCEXFMN)FILL SHALL BEMEE OF EEPTS AHESINDIIC MA7F SIR LESS THE APPROVAL CW TF4E WALL E6y16RN$NEEP, SV85lIMED WIfH SO SOILS AS 6lBINEBibWER IleORANPARA ET RHNGR EXPANSIVE ESELLS F0.EEHBI5LA I6AW ORGANIC TEAT THE USSI&NOF THE UMENTAL RETANUMW SOILS GPAb INAPONSISTR COMPAV70)PAND, PRO ENCINUERED FILL SO LE ISE SHA L. OE USED FOR 4 THE EFULLOWIMENTALRETERS. WALL TRW A NnC A SELLS M A N (. ) 60 ORCOMI PATINA E] CONSIST OF MINIMUM 6-INCH PROVE, EIYINEERED FILL D'J'NOT USE WET SOIL. ASSVMES THE FQLQWII`K PARWMETEgS, O0. COMITH AM ANDSWIDBE AM ININCES�INCHTMGR ASAN ALTHAMIMMVMINI 3-INCH INCHES. 150 COMPACTED OA MORRI. BE P1/SED O MPVOILIFSSANp ITWEM FRICTION LEANCOCRETETIVE :ABLE MINIMUM ) WITH THICK LAVER COMPPCIEOTOAMISTAh D- 691ANDITHIN- 9PSMCENAA SOIL SOIL UMTF) ACC COHESION STREPU HOFE(FLOWAELMAY BE WITH AS A LEKLOMHtE55IVf P0.0CTgRDF1-0SITYOASTM FTURECNDWR. COARAERONIMST CONDITIONS Typ[ (PCT] W (DE47 IGSRJ STRENOTHO W,S TED RAINAGEPIK Ek82N6PAD. POIMb RMEDASTHE WALL IS ICONTa"M. 40MPACLT WITHIN OTAT:hCEDF(LL brwmlm.SOif(MLm OFttwn} 124 30 0 70 AHI4-INCH-DIAMETER D TE MOU. .AOTTFECT DRAINAGE EEPIPE.EIMLLBEINSSAT 3PRI ETHE :ASTFWWAL An IMITEDTO COMPACTION AT QUIT RUNSATEDSOS SM-A4 120 30 0 THE THEALL (40 FEET TN COITEMANDESTENDBET A WAU- SHALL USE HA W -OPEBATMEY%RPM9rt WUNGAAQN,SO'fL $N-ML. 120 .W 1f10 RE THE BASE SPADE WALL (40 FEET ON DRAM bAM EXTEND BEYOND 160 A VI BR ATONE. CONTRACTION TEST CAN RE ADEN51PY THE (CORO FILL SH AIL). WHO 57 STONE TO E15 USED A5 KINFOST)HIED S UPRUSEDSTOPARAMETERS E TARE9.g5,FELLTEOF GRANULAR SOIL 8i0 NR AtNANDULARSRASE 'AW11NR[CORETF[LL6HGLLGPN&S6TOF wVEREN0615TDN SJ VEEDA6kk)E5T DIRECT OR LOST ELASTICITY SOIL CAN BE REUSED FOR FELL ONSET HESOIL1 0.EANALON AS ETMAIVDOT I,A :CORDANE MEETIVIA a- FOLLOWING 170 RUNOFF WAYFRLL.4ALL ATTEDOFEACH DIRECT AVOID giLWWNI HINCITY50ILND HI- IFEDFOR :FILLWOVIQ AMINMMUM I6 '.i 6RAMIIONAS NEfIFMINEDiNACCdtNa1KEWITH P3TM D <22, RVNJFFAWASINS T WALL AT WHITE VNACH OAYTBAVOID 0% OF MAX, ST'NDARDN Olt DLSSITY COMPACTED T.AMDQMVMOF AMFACEDATHEWALLURELEVM9i COPLDTRL�ION. POINT OF OPTIMUM MISTUREOPUITY, AM WITHiNfZ COMPMA6E STEVE SIZE PERCEMA6E.PASSIN6 I@0 OR TURF SNALL BE INSTALLED IMM ATELY 6AVIDTHIS, FTERT EWALL 15 EQIMSOF9PTIMUM M9TSTLRECOMEM, VSTNd PORTAW£COMPACTION LI(2IHCH :100 COMPLETED. SHALL BE INSTALLED IMMEDIATEL %AF(fR THE WALL 15 DO�+Nor USE RARE IS V21 25-6J IF SITE OOQV6PW6HMURATEYAAY ENCOUNTERED EREDIORTOPWIE IN REINFORCE PREL4 ES -60 19.0 IF53TEANDSOIL IVENTTHANTHE WALL DMAWME'IRY O WELL HONE ANYWETSPLEDF SOIL STONE DINSVCII -In SHALL BE. ' .4 0.10 N T ES IJNDFRSIp ANPR ED WITHTAVSHEE STONE TO STABIIt2E THE NO PARR TARE DIRPSENTIHAN MUSTCWIN65AHE THE SIN ERP6 11'J :200 0.5' PARNAETEAS,THEC °MRACTORMVSTH THEC NETRUC ION OF TH FOUNDATION AX. SUREARAIDE OR AS EBOSKWAU- HE16Hr 6 BY THE .6EOS£fPoRIICAL ETRINEFR. EETAIL FOR INEOR WNIFIN6 WTTHT TT HET P OF THE OF THE WALL WALL] MAX EXFOSED MALL HEIGHT 6FEET 90 GEDOODS BE. LAID ED&HMMALL✓ ONLOM,1IN THE 200 DETAIL FO0.FENCEQAHPPLAAILPOSTSPTTHEMPAMIREWPLL WALL IWWE bl6TAME HF}VET= FEET �'. TENSILE STI THEHWIREEIONFEIb LENGTHARTO AL SHALL INSTALLED 11it NTOFPOiS FMSTSSTEM DMECTLY $ WINHWIZO EXPOSED HEIR EN 13FEE WALLS_6FEET NOTTEDESTREWAL 0ROFILPN E680SAMSHATO WALL FACE) SHILL BEINSTALLEDINSI.EE4FLfFflYEPOST SYSTEM DIRECTLY WN13 MP %EXPOSED WpiL HEIGHT 1 }T{ET NOTEDONTUNOWIi OFTHE ONTF05HNL BE BEHIND TIETC950.WUPQTS WITHAPEMHFDMEM DEPTHOF Y436K'HED FACKSUCKF LEVM TO µALL 2HIV THEUNWIBELOWA EX OF TIff FRONTALLY F OFSawLUN ITS, LLE@W;THCOAKAETE TOEPFIFNT T6PLIN5 BALIVALENTSU BEHIND, TFIE WALL M4 %2H.fY OVEVMTBEWED HILL TEND IWRIIONT LLY OF SRW UNITS, PASTOR OF SVRCHag6MMRE OVER SDIAC[EDOLL PASTOR OP S0.FEry (SLIDING RE515Tf1iE)$19 10.0 SHALL BE S INO-E PRO 1HBY18INCHES DIMENSIONS FACTOR SOXBE04UN5CAPACITM1 6000 SHALL BE DOE STAGY 18 INCHES MORE T Open Sell t. GLOBAL �Il BETY(FACAPMITYAFETY AFONST SLOPE FAILURE) WALL PROFILES) 12 INCHES INLAW O STALL HOT DIFFERNARE THAN GLOBAL STABILITY 05-OK a OF SAFETY SLOPE T ABUT FAILIRE) x;130 +_3 /SICHSB ANY DIMENSION (Filled #Il $lane ) . IPA(>EON65LOPELTMITEGIIILTBRIVMy -SLanwi�ldJ BILITVrviol IS] IIA AI-IIY BATTER a EEASSREECANI LIIRDAMV TICALLNTAIf�EN FOR i eena A.aW al %!OKIDS SAL E PLACED ECAMFRFNIL OF HE AlbNnaFI LO Vimink Ia 120 0P THE UNITS AM BE PIACEDWITHIN I TN'HOP THE PAtE In $eYWck IL , Mao OP TIfUMTS AW 6FMAtDS PULL'A iI6fR {AFTER PLACEMENT 1wper,TAR °m1aOXn.cal 59s6 Satl'xad Mill RAad OF THENEX T 60LASEOFBLOCK UNITS) TO REMOVE SLACK' i 4.agA0:g pI�`.. EnBke9ing, P.0 ROanRke, Virginia 241019 ANOIW iNYE6RATESEO6RIb6ANDUMTS. (}a 02}y,(� PkRNC'(9C10)3E6 -29%4 13.0 FIELD ADTUSTMRNT5 OF BLOCK' ALI6NNENT MAY REMADE Q PNf (}1(1)%4-6210D. UNIT CONNECTION DETAIL $ JO�r/I�E ON NOWREIKORLENENTlAY915 WLTHTHE USEOf b4M$ Wyl OAASPHILT SLYr6LES'SO gaISE ONECCURSE OF @pCK:6Y (Hof In $cRk) ")o M(;. FPppeY Ne.. R:i! -I4di ,. .._.. _ 'ONAE f LKid: 69/17Lf4 ;FNV N VM - dFF W ttle. glrnG VION w Egmdnn 6vogN3 PdnoNnnwr (Typ W} A4 bW Il Rrabin krfiof dTyp N f FT TaI Howard 613 dLelry:6 L6<) nd:W i P ✓ Nrl Sa SlaveItferce PZi SMTV1 �^�¢� y2 And" Cw 0.tit BonvotoLopuntt w / ` = Lanu'eMAGmle2 FSh� ,^-554 <a+"i- �A" -*.Y "' y g ,�B,i -�.k Re fay'va Ftil Dta naBe A9gagah '\. �,^YSi'�� d�x�brv.l still ��'�s�''. 4'InG. Stan, NO s ,H .d Mrarr D woo 10 T;;.,ra`.t G vSA `"•fi`,r ' `" a"`t �' NS� } � y��{ DFBhrPw Th n9h w 11 In. M"On" IT EM WBeY WI Uco Fou, R< xi 3n 2' A vim: .r- << i w'" ✓ Iy.?S k fire X sal a+- � rrr r� �.BaMBI �5 V;d"CU%AiC �.i}"N"' '�'v„�y�MJ Ye;�y�'a eanpw.tt MLA 95% w.`5yk��sa5 -s+nic L«arenit +r 2`.;r^' ,N4m dpiPa f14�- ?.If�'�a amF,me :Do ty r+'FA'„c' &aeae9d am�nerc al ¢,.d Tn I& w ILS; T Vila p AlbeaaYlin Virginia T^ RG SE 51156 e,awaL:dMal aam 2- TIERED RETAINiN6 WALL CRESS SECTION R °STI "ARIDyl, P -° 11000", Virginia 241319 (Not In Sole) PB- 9EIEa5 > Phana, (5410) 1066- 2979,. ee Pax: (SAM 9D6 62oo FSSfONatEF)T'� Date: / .. Prajttt Nla. RV -1447 xAS r smiler ( DI � I 1 or; YI Z Y a£ O C a �O Q Iz IQ O > R' CD Cl? M N d' M V O W N N w J N w F- 0 IY 2 U V H W w In w Q O N WALL I AM) Upper WWI 436 TOW Alb N51 431 1)59 432 _ b S 426 N 41G s 9& 4 upper Will l 422 3 4A (r 418 y' 414 WALL 2 lower Wall 426Aa M. TOW a 428.67 n � t F TX a 42233 TOW = 422.00 d to D 13'.5 2D 2f 3D 4D 60 fD 30 eo x 99 110 120 I 9.�9ET _I 2FT 1 Stntien (f t) AL SBFT L 2.lW of 1 9 °;6W pf 3 l a -S.400 vei -4' &IaFWAAd c mN4 LEGEND RETAINING WALL I trt Afhemarl4 so of b Cop Vol Hall Std. 0 to Stn. 120 o1) c Gar ssorscH Owl O AwMr anwand inc, Imie a' fil x I8" Woms) ? G Awhrd ®I 5956 LWdlard M:II Rabd T© Igdrvg Pad (Mm. 6- Thkk Stam or Mn. r Min {owns") 'Z2� EnlnwainO PC AO W,WryInIa 24019 r a+ Volt RETAINING WALL 2' 01NDUeLR 22. Phow;(540)36s -ssT4 kb OESYdS Fax:. (e W) Siol -6201) Tow Top w Will(idw0uwunx) Si*. 0 t 5ta. 120 4 tOff�kq• ¢. saa 2•. w+:. BOW Belies 1)i Wall awbdlq Bnfiednem) Ylewed From Front Face of Wall °f c V: Y'- t9 it. Prefect Ne. RW -144] 3W• •6tw"Gld$62W M•9rONal EMa. hl 1 � . GIL S sL � U ��cfo o a" m.ln Pip to b1) ' 3t 4 = Desi n $oII Bearin Pressure.(psf) Revm W: orolna me+' a WALL 3 Nowwool vp Aim- 3 t Pool 4'TM1kk Slow er MIn. 3 "term CmereW TOW 440 N51 L 1)59 tiam of uncing Straps of Wall anoWtllq FmtiWmerrB _ 1)46 -. Wo 3whgls433 s fl 4 upper Will 434 1)42 s (r 5 410 S .5.: v. 426Aa M. TOW a 428.67 n � t F TX a 42233 TOW = 422.00 d to D 13'.5 2D 2f 3D 4D 60 fD 30 eo x 99 110 120 I 9.�9ET _I 2FT 1 Stntien (f t) AL SBFT L 2.lW of 1 9 °;6W pf 3 l a -S.400 vei -4' &IaFWAAd c mN4 LEGEND RETAINING WALL I trt Afhemarl4 so of b Cop Vol Hall Std. 0 to Stn. 120 o1) c Gar ssorscH Owl O AwMr anwand inc, Imie a' fil x I8" Woms) ? G Awhrd ®I 5956 LWdlard M:II Rabd T© Igdrvg Pad (Mm. 6- Thkk Stam or Mn. r Min {owns") 'Z2� EnlnwainO PC AO W,WryInIa 24019 r a+ Volt RETAINING WALL 2' 01NDUeLR 22. Phow;(540)36s -ssT4 kb OESYdS Fax:. (e W) Siol -6201) Tow Top w Will(idw0uwunx) Si*. 0 t 5ta. 120 4 tOff�kq• ¢. saa 2•. w+:. BOW Belies 1)i Wall awbdlq Bnfiednem) Ylewed From Front Face of Wall °f c V: Y'- t9 it. Prefect Ne. RW -144] 3W• •6tw"Gld$62W M•9rONal EMa. hl 1 � . GIL S sL � U ��cfo o a" m.ln Pip to b1) ' 3t 4 = Desi n $oII Bearin Pressure.(psf) Revm W: orolna me+' a WALL 3 Nowwool vp Aim- 3 t Pool 4'TM1kk Slow er MIn. 3 "term CmereW TOW 440 TOW it Too PapUNd 111 1)59 tiam of uncing Straps of Wall anoWtllq FmtiWmerrB _ 1)46 -. Wo 3whgls433 w5 fl " upper Will 434 1)42 Off Tao Hai ll (r 5 410 S .5.: v. 438 m 436 3 % 434 -TX a Q &33 W 432 c 432 434 N 4 0W z � -r 9 ' w a3D � as$ • S ) 426 and 4x2 10 20 30 Sall An 60 W Aa.6 70 811 96 I Stafian (ft) ' -mo 1 ToPEh9'Wwn 6 F I Top E 69 °1)1 Fl,BE +$R 9 -6W of r 9* Wp 4° W __-•• 442 RETAINING WALL 3 Ste. 0 to Std. 120 Volowl From ancient Face. of Wall = Design Soil Bearing Pres5um 3 102 110 TO = 44293 TOW v 44ZOD N SITE PLAN (Apgar. Scale 1" = 30 FT) RaewAm, Vgmio 24019 wwna: f5A%) 366-23" Fen: . 4044200 Project Fb, RW -:1447 i Arcir Oiaead pro Units (4' WN16j vp Aim- 3 t Pool 4'TM1kk Slow er MIn. 3 "term CmereW TOW Top a Uoitn. Top of Cap u TOW it Too PapUNd 111 PDW tiam of uncing Straps of Wall anoWtllq FmtiWmerrB _ stwta M -. Wo 3whgls433 a p d" Own pra 0oyM� 6mrG LUg1h fH ) RETAINING WALL 3 Ste. 0 to Std. 120 Volowl From ancient Face. of Wall = Design Soil Bearing Pres5um 3 102 110 TO = 44293 TOW v 44ZOD N SITE PLAN (Apgar. Scale 1" = 30 FT) RaewAm, Vgmio 24019 wwna: f5A%) 366-23" Fen: . 4044200 Project Fb, RW -:1447 i f A u m WALL '2 431) Mox zld lV Baawbpe 2d, sro a ' 6 w y� Lower Will 492 TOO = 423.67 TUG.4W,00 ue TOG =42293 -.TOW- 423.33 TOW =424b7 ti p �! j sla ep 90 cii f 426 TOW =42200 x•am N m �,� 4 ✓`� t"R. 4: n 424 WALL 4x2 _ a -mw - a -lze 3 g420 w 'S - ask St b m - 'Y Y6➢ 418 "11 7 N W�FTOWdwI :Ti 416 per¢ 412 ti Y.}j��'`" �'.3 W a ry \ q c 41¢ {?,u"K.a Thck brace yk"'i'�' BOW -41600 N lawnrWll Mill, .,.; L�Leveln5 ,r,i W iEr w,".roPwed Oral at Botlam at WaW W �" s• 61 '`3x.��ti� t \. will, BOW a 41467 9r;r; DIOn Pine to Daylght 40 fT O.G.(Typ1ea1. t - 404 � 14l 130 1w .149 1W '.�. ->f r '4 • _ 1 ' ` ' ' Stan (ft) I l SIVE PLAN 1 6L�l5 FT 12 FT 61 =9FF i ` Lw (Apill Scale 3 " -.30 all 1 9' 2.6W Prcf 9 - 2,1bO P�1 ia'�w1• LEGEND RETAINING WALL I Brarwcod 1, VI e A�emol9efa VI. NO MsElloossil Anchor or lam xugxr) O [� Awhx Pads v Units ac t1)° wrIM in. r I Wldfh) 5ta, 126 to Std, 13$ — "Zowasnlol BDaklamd Min Road LLr¢Iag 9etl (Mlv 6'TAkF bfaram Mln 9'Inorc Lwcete) Eghoo lnM lio R m, Vinlma 24019 TX rap of em SAst RETAINING WALL 2 Phmel (540) 366 23" TOW Tap of Wall Munch lg Cap Urn) Faz WW pair m of Wm. w di SM. 126 to Sta. 160 (540 41)4 -52mzoo s"o"ema sazDO Mewed From Front Fam of Wdi ano - • ston d slaw V 127 dt. PaaYat t1e, RW t44] 6L w Aom nm 1)o. o r•oror r1 +a to IMM g = Design Soil Bearing Pressure (psf) R im: I tomi l'14 Sha4h WALL 3 y° t 436 434 � 43z s No Zi 426 E 424 also 4z0 220 Top 2 Ill FT WALL I Ma 2H:IV ► y�S.... 444) " upper Will 434 TOL =42900 Off Tao Hai ll (r —_ .5.: 4334.. TOW =4286] _ -TX a Q &33 c 432 - TOW =4ZSM 4 0W z � -r 9 ' w a3D � • S ) ====OEM mmmm� az4 n WI F on mm, y :U 42z ,n f +C Yti N ! m { A 1. Yt' g414 - �! "`iii BOW =42983 46 °g y Fd5 E =s� 416 I i 41 5S BOW .424:00 �✓r' rvw' 412 2 tY` "Pmlbaed arw3amBa4fomaf Wall ..r' ". : ®�:_�5 4 b ixD 13e 341() 1)N i l yp e 4pSb9 FT - 6L =6 FT1 Slatlalf {f}) +., jp LI ffq -T,I pW"-Fa ►I spa ta- f A u m WALL '2 431) Mox zld lV Baawbpe 2d, sro a ' 6 w y� Lower Will 492 TOO = 423.67 TUG.4W,00 ue TOG =42293 -.TOW- 423.33 TOW =424b7 ti p �! j sla ep 90 cii f 426 TOW =42200 x•am N m �,� 4 ✓`� t"R. 4: n 424 WALL 4x2 _ a -mw - a -lze 3 g420 w 'S - ask St b m - 'Y Y6➢ 418 "11 7 N W�FTOWdwI :Ti 416 per¢ 412 ti Y.}j��'`" �'.3 W a ry \ q c 41¢ {?,u"K.a Thck brace yk"'i'�' BOW -41600 N lawnrWll Mill, .,.; L�Leveln5 ,r,i W iEr w,".roPwed Oral at Botlam at WaW W �" s• 61 '`3x.��ti� t \. will, BOW a 41467 9r;r; DIOn Pine to Daylght 40 fT O.G.(Typ1ea1. t - 404 � 14l 130 1w .149 1W '.�. ->f r '4 • _ 1 ' ` ' ' Stan (ft) I l SIVE PLAN 1 6L�l5 FT 12 FT 61 =9FF i ` Lw (Apill Scale 3 " -.30 all 1 9' 2.6W Prcf 9 - 2,1bO P�1 ia'�w1• LEGEND RETAINING WALL I Brarwcod 1, VI e A�emol9efa VI. NO MsElloossil Anchor or lam xugxr) O [� Awhx Pads v Units ac t1)° wrIM in. r I Wldfh) 5ta, 126 to Std, 13$ — "Zowasnlol BDaklamd Min Road LLr¢Iag 9etl (Mlv 6'TAkF bfaram Mln 9'Inorc Lwcete) Eghoo lnM lio R m, Vinlma 24019 TX rap of em SAst RETAINING WALL 2 Phmel (540) 366 23" TOW Tap of Wall Munch lg Cap Urn) Faz WW pair m of Wm. w di SM. 126 to Sta. 160 (540 41)4 -52mzoo s"o"ema sazDO Mewed From Front Fam of Wdi ano - • ston d slaw V 127 dt. PaaYat t1e, RW t44] 6L w Aom nm 1)o. o r•oror r1 +a to IMM g = Design Soil Bearing Pressure (psf) R im: I tomi l'14 Sha4h WALL 3 y° t 436 434 � 43z s No Zi 426 E 424 also 4z0 220 Top 2 Ill FT y�S.... —_ .5.: e— xe:: 4 0W z � -r 9 ' 122.6 6L10 FT 1 q =2.iW pal 144 -dnQ11W: s s Cal d h u in 10 IN 160 VO 1t0 191 ace 210 220 230 TeP 2H.. 13 ET: Bbl 12 PT s+aflall(ft) 4. 41was 240 2l 0 Awhw Olmllwla Ne UNra (8' HdghtwY4" WidNO TOW Top oo4 Pad WM 6 Tli[k Srels'e:•.MM Y'Lvai LvIYxtA of cop unit UdMMI TOW Toed 0 all owlsdoor a ax) 30W 6from9f WdCWdw4 @0nbnhwm) _.- 2w. � •s1wYJm'd562W .13w itipatsipw oill 6L 6wWod Lego ofn 04' own PIK to tonight n ifewrid Faaf)Mff TOC =42833 at TOW.42800 I BOW_42533 p;om.Po)I z64 na w RETAINING WALL: 3 Still to Sto. 280 `AowedF;Wm Feat Face of WPB sign Soil Bearing Pressur TC a: 436.33 TOW= '438M Sf F Rooaoka Vlpinla 24014 Phase. (540) 566$3]4 Isms; (540)904 -6200 Project No. RW -t44] s e o o < � ° G p E � m £o o � � a c w ✓+ w a°, z � w L M Z _ N z M g 0 0 Q J F- J Iti ® W Ln 0 Q L iN.Ni W Q O c ui W Y W O F- U - E Ul LU Q Z F- o s H 0e Q m O o N U o ='E Ion No 122076 3(ALE AS NOTED SMEEI NO. 18 y�S.... —_ .5.: e— xe:: ====OEM mmmm� on mm, M�MMMM °g Fd5 E =s� :® : ®�:_�5 e �J°YJ9 LI ) spa Z al ioosl °� rte. wM -. +, 240 2l 0 Awhw Olmllwla Ne UNra (8' HdghtwY4" WidNO TOW Top oo4 Pad WM 6 Tli[k Srels'e:•.MM Y'Lvai LvIYxtA of cop unit UdMMI TOW Toed 0 all owlsdoor a ax) 30W 6from9f WdCWdw4 @0nbnhwm) _.- 2w. � •s1wYJm'd562W .13w itipatsipw oill 6L 6wWod Lego ofn 04' own PIK to tonight n ifewrid Faaf)Mff TOC =42833 at TOW.42800 I BOW_42533 p;om.Po)I z64 na w RETAINING WALL: 3 Still to Sto. 280 `AowedF;Wm Feat Face of WPB sign Soil Bearing Pressur TC a: 436.33 TOW= '438M Sf F Rooaoka Vlpinla 24014 Phase. (540) 566$3]4 Isms; (540)904 -6200 Project No. RW -t44] s e o o < � ° G p E � m £o o � � a c w ✓+ w a°, z � w L M Z _ N z M g 0 0 Q J F- J Iti ® W Ln 0 Q L iN.Ni W Q O c ui W Y W O F- U - E Ul LU Q Z F- o s H 0e Q m O o N U o ='E Ion No 122076 3(ALE AS NOTED SMEEI NO. 18