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HomeMy WebLinkAboutSUB201200002 Plan - As-built Road Plan and Comps. 2013-04-033 a m I v 0 v UI CN to 0 i EO m I 3 a 0 U C v J o, to 'o 0 v 0 0 co 0 00 0 N a� U O cl, a� v ani Q c� 0 m O N i E] SHEET NO. 1 OF 27 2 OF 27 3 OF 27 4 OF 27 5 OF 27 6 OF 27 7 OF 27 8 OF 27 9 OF 27 10 OF 27 11 OF 27 12 OF 27 13 OF 27 14 OF 27 15 OF 27 16 OF 27 17 OF 27 18 OF 27 19 OF 27 20 OF 27 21 OF 27 22 OF 27 23 OF 27 24 OF 27 25 OF 27 26 OF 27 27 OF 27 DRAWING NO. TITLE C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-1 1 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 C-25 C-26 C-27 UUVLR SHLLI PROFFERS GENERAL NOTES AND LEGEND EARTHWORK SPECIFICATIONS ALBEMARLE COUNTY 11-00036 6--a-2-011-- DISTRICT AVENUE VDOT, ROAD AND PAVEMENT CONSTRUCTION NOTES AS -BUILT ROAD & DRAINAGE PLAN E�(ISTING SITE CONDITIONS ALBEMARLE PLACE EAAP, LLC OVERALL PLAN AND SHEET LAYOUT -.` GRADING PLAN SPERRY MARINE STONEFIELD BOULEVARD PLAN AND PROFILE - STA. 10+00 TO STA. 20+50 STONEFIELD BOULEVARD PLAN AND PROFILE - STA. 20+50 TO STA. 26+75.17 EROSION AND SEDIMENT CONTROL NARRATIVE EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL DETAILS PAVEMENT MARKING AND SIGNAGE PLAN TYPICAL SECTIONS AND DETAILS CHARLOTTESVILLE, VA 22911 VDOT STANDARD DETAILS (434) 984-2700 VIDOT STANDARD DETAILS ATTN: HERBERT F. WHITE III, P.E. STORM DRAIN PROFILES EMAIL: HWHITE@WWASSOCIATES.NET STORM DRAIN PLAN AND PROFILE STRUCTURES 45 TO 22 PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE STORM DRAIN COMPUTATIONS DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE DRAINAGE AREA MAP ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698, AND IS BIOFILTER DETAILS AND CALCULATIONS BIMP CALCULATIONS SOURCE OF BOUNDARY SURVEY: LANDSCAPE PLAN AND DETAILS LANDSCAPING DETAILS, NOTES AND SCHEDULES RIOFILTER LANDSCAPE PLAN SOURCE OF TOPOGRAPHY: ROADWAY PHOTOMETRIC STUDY AS -BUILT SHEET INDEX L 1. COVER SHEET 2. STONEFIELD BOULEVARD PLAN AND PROFILE — STA. 10+00 TO STA. 20+50 3. STONEFIELD BOULEVARD PLAN AND PROFILE — STA. 20+50 TO STA. 26+75.17 4. PAVEMENT MARKING AND SIGNAGE PLAN 5. STORM DRAIN PROFILES 6. STORM DRAIN PLAN AND PROFILE STRUCTURES 45 TO 22 7. STORM DRAIN COMPUTATIONS 8. LANDSCAPE PLAN AND DETAILS NOTE: 1. STONEFIELD BOULEVARD IS NOW CHANGED TO DISTRICT AVENUE PER THIS NOTE, 2. THIS AMENDMENT DESIGN REVISES STONEFIELID BOULEVARD (DISTRICT AVENUE) TO A PRIVATE STREET. THIS INVOLVES A SHIFT OF THE SIDEWALK AND PLANTING AREAS, REMOVAL OF THE GUTTER PAN NORTH OF THE INTERSECTION W/ITH HOUSTON STREET, ADDITION OF THE RIGHT TURN LANE AT THE INTERSECTION WITH BLACKBIRD LANE, REVISIONS TO BIOFILTER ON STONEFIELD BOULEVARD (DISTRICT AVENUE), SAND RELATED REVISIONS. 3. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44, AND EX45 SHOWN ON THESE PLANS REPLACES STORM PROFILE APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT PLANS WPO 2010-00023 FOR GRADE AND LOCATION. ADDRESSED COUNTY AND VDOT COMMENTS 2 ADDRESSED COUNTY COMMENTS 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 5 ADDRESSED COUNTY COMMENTS 6 ADDRESSED COUNTY COMMENTS NO. SFIE ET REVISION JDB 9/14//11 AS -BUILT PLAN JDB -9/27//11 _ JDB 12/22,/11- - UPDATED STREET NAMES PER COMMENT JD B 1/27/'l 2 - JDB 3/9/12 BY I DATE I N0. `)'i -ILL -7 REVISION N 0 �a �o JIC, FASHION SQUARE MALL WHIT WOOD RD P� J SITE G�O� C) / SEMINOLE / SQUARE SHOPPING CENTER g r �U O�9 G 2g 250 �-9 S B\V BYPASSG 9 09OC?�s U s� �P `-tl I c EIt["LiLI - W r INGLooO 0� / L R..� lulnrirl� �n� it XVIII o�,' IlifbSIIHIID I OIHIINII JI011111110 HILL VICINITY MAP SCALE: 1 "=2000' I —LLL IIfIIN'-' III ITITI! - ❑ r t i 1 t 1111 ( -f nLuiLlWlilliluull,lllullll 1111111'1111B11[UL Q �� ,__, S� p �IrwnnnrRlTTrmnmrn � � � f . iIu 11 TRITR t �� r-W�ll1R11 Ihllll�llll �IIIWLLI — �. F 7 - ((��11]]..111W Illlllllupp D3+ I ILII 11141 F = U1111IIIUIIIlIIIllIRi71TN 1 � - �� I +�� �z•i ' l� nl�uuull � �� _ o-llruuoi I i _ 1it,— i Illltl111111 ail; PRELIMINARY PLAN EXHIBIT (FOR REFERENCE ONLY) SCALE: 1 "=400' REG -_ 2/27/13 t 0 0 REG 4/03/13 U EARL W. MOT EY ---------------- Lic. No. 1625 U FN BY DATE 00+44 I AS—BUILT SHEET 1 OF 8 SITE DATA DEVELOPER/APPLICANT: ALBEMARLE PLACE EAAP, LLC -.` SPERRY MARINE P BETHESDA, MD 20814 (301) 652-7400 ATTN: THOMAS R. GALLAGHER EMAIL: TGALLAGHER@EDENSANDAVANT.COM PRELIMINARY PLAN EXHIBIT (FOR REFERENCE ONLY) SCALE: 1 "=400' REG -_ 2/27/13 t 0 0 REG 4/03/13 U EARL W. MOT EY ---------------- Lic. No. 1625 U FN BY DATE 00+44 I AS—BUILT SHEET 1 OF 8 SITE DATA DEVELOPER/APPLICANT: ALBEMARLE PLACE EAAP, LLC 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301) 652-7400 ATTN: THOMAS R. GALLAGHER EMAIL: TGALLAGHER@EDENSANDAVANT.COM ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITE@WWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698, AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3-19A, 19B, 23, and 24. SOURCE OF BOUNDARY SURVEY: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 SOURCE OF TOPOGRAPHY: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 & BY AERIEL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT TAX MAP/PARCEL: TM 61W, PARCEL 3-19A TM 61W, PARCEL 3-19B TM 61W, PARCEL 3-23 TM 61W, PARCEL 3-24 TM 61W, PARCEL 3-25 ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR NOTE: 1. EXISTING CONDITIONS HAVE BEEN MODIFIED TO DEPICT PRIOR PLAN DATA FOR COORDINATION PURPOSES. 2. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE/EROSION AND SEDIMENT CONTROL PLAN (WP02009-00074) • ALBEMARLE PLACE/ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP02008-00068) AS PREPARED BY VIKA • ALBEMARLE PLACE TOWN CENTER/ACSA OFF—SITE SANITARY SEWER PLAN • ALBEMARLE PLACE TOWN CENTER/CITY OF CHARLOTTESVILLE OFF—SITE SANITARY SEWER • ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN (WP02010-00023) • STONEFIELD BUILDING Cl—IV FINAL SITE PLAN • STONEFIELD TOWN CENTER — FINAL SITE PLAN AMENDMENT 3. VDOT ROAD CLASSIFICATION FOR STONEFIELD BOULEVARD IS URBAN COLLECTOR. AS -BUILT LEGEND ._--?rte-?ri 373.31 AS --BUILT ELEVATION AS—BUILT NOTE/INFORMATION ENGIINEERS SURVIEYORS PLATVNERS AsSOCIA'TES PO Box 4119 3040 Avernme Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434984.2700 www wwassociates.neE DESfGNED BY: PROJECT: AMENDMENT TO JoB - STONEFIELD BOULEVARD ROAD PLAN DRAWN BY: KTM REG ALBEMARLE COUNTY, VIRGINIA -- - ----- TI TL E: DI ire BY: COVER SHEET HFW WWA NUIOBER: F=ILE NAML-: DISCIPLINE: SCALE: DALE: 208026.02 802602C_C-01 (As -Buil Y4 H: AS SHOWN 6116111 V: N/A SET REV, NO 6 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 27 0, 3 00 I (0 I of O U UI N 0 0 00 00 I i 0, 3 Q) a 0 U -0 c 0 J ai 0 c 0 N O d 00 O N i Q) 0 0 - Q) C 0 Q) :9 Q c0 0 00 0 N i (JI^„ - v c 1 - NOTES:, � \ ) ''i I - - NOTE: - 's j I 1. =TRAFFIC ANALYSIS INTERSECTION LABELS - _ 115 WATER AND SANITARY SEWER UTILITIES Y � I 2. INTERSECTION O IS A 4 - WAY STOP' CONDITION. / TO BE DESIGNED UNDER SEPARATE I,I, II 0 SITE PLANS. � `,Ic; 3. INTERSECTIONS �7 A D �6 ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. `- J- - - = l✓ c j ;11 -. - - L / -_- - II y � Y n U RAPI1 C)� 1- I - C - v Z O I Q <­ Er v Ci_ �) i I --I -- --- -- _ I- � I Z ---i__ ��)p C) _ -� /. I[_[ J �_ CL I-- -_1 I-.. I- � N J L N - L- � �`) 1 ET� U 4v i L� 0) of c] v) a) C-) C� ') -L I- I L I L I- I _E -- C � \ _ _ - -L -1 - _� �. C) O -- L1 L..) C) LLl C) / �. ] = C-1 l M) U� �) _T C_ ,- L -I N N ,, C_Y Y_ Cr �) N �) C:� Cr - I_i_ � <) % 00 O� �) cX) �� 1_ f) I 11 - �-) �_ It) -- - - ICL - LL_ C1_ O _t, , C) (X) 1 �- L_1 CO C> U Q �% �� __ -� C) - N C-) 1 ` . U LLI __1 C) LL 1 C� r N 1 O C <I (� C) ' -_ Cu O C- c. ,) . _. W CC> C) II) - I-- CL =_ I.t 1 - C> . C� - - €_ <� (u":) 1_I --" C_) -F _ T- ,-I- [1_ `=1. 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L� 4 - r-- r__� .c < x) o o - J �� " [� if C -- C) -1 N - C -)I I_ LLl Ll - LL) N U) Fr1 L)1 wl / -) U7 .-- LL7 L C-) 1 c -}I , ��.1 U _ <) o X7 LLI I- L- w L= L <� I- O N L I Cf L� o) (/) ( L r_I CY ii N [- GRAPHIC SCALE MUST BE USED L� - v) o m v) O ) - u) r-7 ,r L�- � o 0 ;( _ v) 1 v) 0 r c:) fit z v) I- v) L 1 1 F) -) - C_) N L- ) (] <rf I_t_ <I_ IL- L'C CL ,:C IL_ (/) r - Ls_ C:1 w = (/) C) Li C> 11 > N - - - - = �_) -: LLI (,� 1_- - L _ LL7 __ I - �1 L) U) 0 _ � L�_ I - _ LL7 v .-. L= L- i r- L,-- ,�. i I w v) c)-� r z f - -�) 1-= ��_111 C.. SCALE 1 " 50' k �� c� I .. v) �- c z <L w v o L_I (n o .� N w �L LLI v) o - C w (n o = (n -v -o w v o °� = = n w v) O - ' N c� --+ = I Iv) I - � L) C) Q t L C) C) C Lt- /) U) C C i� - r= fl Z LSI I - = z w - = r� I c� I , n I c) I I, I_,_ E%mlli -11))� U,1 � - c w mv)0 w m(nO zv)wv)I Zv)ILIcn� LL. LL. r) I II' v) � � N a7� II �� N I_LI = =. In > (n LCL � m � (/) C) C� y �\ �) - � _ <) - - 0 50' l L I /:� 50 =�51-IA2E y - 0 / N �4 + _ - 1- - F \ S. 6 m m o o �_..� �' EX // M �� - -=2 �� c� �25' v c�' x) � 22 5' R ) J11 �� f2=1 - CC' -1'A -- --- -- I R�� C' 12L `�, -- -R� <- - y CG -12A -_ - _c, D - - -- - r. - �(n �� �� �X-.1), Y - 6 -< , .I - 1.I_ ! o - - - _ _ 86 -- --- - -- --- -- , - - - - - - - I TRICT AVE � - -1- - - r -2 - ________� 111) i"jZ 9 /j / / _ v 4J \,..J� , \ / a y�N } I'll_ - R 2. 1 1 �.��'i, 2U I �� � s I _ _- _ _ - A r P - - - - _ - - - - - T - --T c _ \ - - c � Mi-- - ' �l --� .. � �:$ Csl .CL N1S-1A C 5 N ` ,o , L ,� I F iv W L � � \ � / ,� R-2.11 � \ \ � R,`2. � _1_88' C;�jc, � ` 7>> CG �.�., _ - - � 5 __ , � v L- N = \1� -- O x,40 cfl - - k j rz=25' a � ��. / a�� v- 2z /� to o \ i / , E _ 0 -- � 2 ` ' `F �. ,O - R_l 00- g� -_= --- = _ - O -_ -% _ i -'LP �•5�. 1.is � � - - ffi - CG _ _ N _1 �; : I - -_ - _ � = 1U-100 11 IC _ .- ..� � - _ - ` - f - - 1, ---- ti - - c, ,n _ _ g 1, cc -1 ,)a _- 1� c c, 1 Z F3 I, 2 z 0 �J_ �-,� 1 i w 16 - \ - 1 u o D� C�-' ,6 h -\ ,/l'N�O - C G / cL \. _ ) i� _ CC -1 2A ).- _ _ - -� _i Iw - _ _ ); �_�/ c �� � _ : - � \ �, - \� '�� �,�� 1I II 25' BOUNDARY BUFFER LR ( C310F11 T\ -- c} u / 1�. „ �r� s / E �� c �j o /` i = - __ VA 11 0 = o c) 1 �1 CJI O) �� f TO DNC NO C 22 f - _ - - - EOR BIO�I�CER DETAII S E 1 c) I -- — - - -- o -'- w c) c-) =-, .-I- z - - S .1 Z � Li_ _ � C) ,1; 1 v- - _ --- I-- I--- 0 0 v) I -- _r i0 i _ a= I j �- z - cI � - a, z Lr c- r- I L� . �� r - - - - - ---- -- - - - - - - -- -- - --- ----- - - -- ------- --- - vh - - - - r L <� <' F__ ((-) - �- e - ) h - - --- ---. f 2 r---- - r -- - - - - - - -- - - - - - - - - v) _ L L� c _ _ _ - rJ I.r) - - - ( 2 2 I _) - t/ ( 7 _ z rJ // 77 TII 7 - \iT f, cY c) - r�i� �N >- o) civ \.-- - �\ � =y ----- N - =� J) - �\ - LL1 L_I -- wl a) <L cC> r) C, Yl C) U) Y1 , O N `r Ir> - C)C,r1\LLNIIJC IiTAL-l------ - ,. 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DISTRICT AVE STONE -FIELD BLVD- PRIOFILE STA. 10+00 TO STA. 201+50 ROAD CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - 25 MPIH POSTED SPEED - 25 PIH IF IF THIS DRAWING IS A REDUICTION GRAPHIC SCALE MUST BE [USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 530 LINE TABLE --- - - LINE BEARING LENGTH L1 N35'21'13"E 75.74 L2 S23'35'24"W 12.36 L3 N35'21'47'E 159.31 L4 N39' 10'38"E 85.26 L5 N35'21'47"E 55.28 L6 N31'32'56"E 78.94 L7 I N35'21 -13"E 1 229.20 L9 I S54'38'47"E 1 53.69 -1- - - r -2 - ________� 111) i"jZ 9 /j / / _ v 4J \,..J� , \ / a y�N } I'll_ - R 2. 1 1 �.��'i, 2U I �� � s I _ _- _ _ - A r P - - - - _ - - - - - T - --T c _ \ - - c � Mi-- - ' �l --� .. � �:$ Csl .CL N1S-1A C 5 N ` ,o , L ,� I F iv W L � � \ � / ,� R-2.11 � \ \ � R,`2. � _1_88' C;�jc, � ` 7>> CG �.�., _ - - � 5 __ , � v L- N = \1� -- O x,40 cfl - - k j rz=25' a � ��. / a�� v- 2z /� to o \ i / , E _ 0 -- � 2 ` ' `F �. ,O - R_l 00- g� -_= --- = _ - O -_ -% _ i -'LP �•5�. 1.is � � - - ffi - CG _ _ N _1 �; : I - -_ - _ � = 1U-100 11 IC _ .- ..� � - _ - ` - f - - 1, ---- ti - - c, ,n _ _ g 1, cc -1 ,)a _- 1� c c, 1 Z F3 I, 2 z 0 �J_ �-,� 1 i w 16 - \ - 1 u o D� C�-' ,6 h -\ ,/l'N�O - C G / cL \. _ ) i� _ CC -1 2A ).- _ _ - -� _i Iw - _ _ ); �_�/ c �� � _ : - � \ �, - \� '�� �,�� 1I II 25' BOUNDARY BUFFER LR ( C310F11 T\ -- c} u / 1�. „ �r� s / E �� c �j o /` i = - __ VA 11 0 = o c) 1 �1 CJI O) �� f TO DNC NO C 22 f - _ - - - EOR BIO�I�CER DETAII S E 1 c) I -- — - - -- o -'- w c) c-) =-, .-I- z - - S .1 Z � Li_ _ � C) ,1; 1 v- - _ --- I-- I--- 0 0 v) I -- _r i0 i _ a= I j �- z - cI � - a, z Lr c- r- I L� . �� r - - - - - ---- -- - - - - - - -- -- - --- ----- - - -- ------- --- - vh - - - - r L <� <' F__ ((-) - �- e - ) h - - --- ---. f 2 r---- - r -- - - - - - - -- - - - - - - - - v) _ L L� c _ _ _ - rJ I.r) - - - ( 2 2 I _) - t/ ( 7 _ z rJ // 77 TII 7 - \iT f, cY c) - r�i� �N >- o) civ \.-- - �\ � =y ----- N - =� J) - �\ - LL1 L_I -- wl a) <L cC> r) C, Yl C) U) Y1 , O N `r Ir> - C)C,r1\LLNIIJC IiTAL-l------ - ,. 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DISTRICT AVE STONE -FIELD BLVD- PRIOFILE STA. 10+00 TO STA. 201+50 ROAD CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - 25 MPIH POSTED SPEED - 25 PIH IF IF THIS DRAWING IS A REDUICTION GRAPHIC SCALE MUST BE [USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 530 -- --- - - CURVE TABLE -.---- --- - - CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD C1 62.16 302.77 11'45'49" 31.19 N29'28'1 VE 62.05 C2 57.26 300.00 10'56'07" 28.72 N 18'07'21 "E 57.17 C3 118.90 300.00 22'42'30" 60.24 S24'00'32"W 118.12 C4 19.97 300.00 3'48'51 " 9.99 S37' 16'1 2"W 19.97 C5 19.97 300.00 3'48'51 " 9.99 N37' 16'1 2"E 19.97 C6 19.97 300.00 3'48'51 " 9.99 N33'27'22"E 19.97 C7 33.20 500.00 3'48' 17" 16.61 S33'27'05"W 33.20 C8 134.89 400.00 19' 19'1 6" 68.09 S45'00'51 "W 134.25 C9 134.89 400.00 19'19'16" 68.09 N45'00'51 "E 134.25 C10 51.79 771.00 3050'54" 25.90 N52'43'20"W 51.78 -1- - - r -2 - ________� 111) i"jZ 9 /j / / _ v 4J \,..J� , \ / a y�N } I'll_ - R 2. 1 1 �.��'i, 2U I �� � s I _ _- _ _ - A r P - - - - _ - - - - - T - --T c _ \ - - c � Mi-- - ' �l --� .. � �:$ Csl .CL N1S-1A C 5 N ` ,o , L ,� I F iv W L � � \ � / ,� R-2.11 � \ \ � R,`2. � _1_88' C;�jc, � ` 7>> CG �.�., _ - - � 5 __ , � v L- N = \1� -- O x,40 cfl - - k j rz=25' a � ��. / a�� v- 2z /� to o \ i / , E _ 0 -- � 2 ` ' `F �. ,O - R_l 00- g� -_= --- = _ - O -_ -% _ i -'LP �•5�. 1.is � � - - ffi - CG _ _ N _1 �; : I - -_ - _ � = 1U-100 11 IC _ .- ..� � - _ - ` - f - - 1, ---- ti - - c, ,n _ _ g 1, cc -1 ,)a _- 1� c c, 1 Z F3 I, 2 z 0 �J_ �-,� 1 i w 16 - \ - 1 u o D� C�-' ,6 h -\ ,/l'N�O - C G / cL \. _ ) i� _ CC -1 2A ).- _ _ - -� _i Iw - _ _ ); �_�/ c �� � _ : - � \ �, - \� '�� �,�� 1I II 25' BOUNDARY BUFFER LR ( C310F11 T\ -- c} u / 1�. „ �r� s / E �� c �j o /` i = - __ VA 11 0 = o c) 1 �1 CJI O) �� f TO DNC NO C 22 f - _ - - - EOR BIO�I�CER DETAII S E 1 c) I -- — - - -- o -'- w c) c-) =-, .-I- z - - S .1 Z � Li_ _ � C) ,1; 1 v- - _ --- I-- I--- 0 0 v) I -- _r i0 i _ a= I j �- z - cI � - a, z Lr c- r- I L� . �� r - - - - - ---- -- - - - - - - -- -- - --- ----- - - -- ------- --- - vh - - - - r L <� <' F__ ((-) - �- e - ) h - - --- ---. f 2 r---- - r -- - - - - - - -- - - - - - - - - v) _ L L� c _ _ _ - rJ I.r) - - - ( 2 2 I _) - t/ ( 7 _ z rJ // 77 TII 7 - \iT f, cY c) - r�i� �N >- o) civ \.-- - �\ � =y ----- N - =� J) - �\ - LL1 L_I -- wl a) <L cC> r) C, Yl C) U) Y1 , O N `r Ir> - C)C,r1\LLNIIJC IiTAL-l------ - ,. 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DISTRICT AVE STONE -FIELD BLVD- PRIOFILE STA. 10+00 TO STA. 201+50 ROAD CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - 25 MPIH POSTED SPEED - 25 PIH IF IF THIS DRAWING IS A REDUICTION GRAPHIC SCALE MUST BE [USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 530 -- --- - - ----- -- -.---- --- - - ------- -- --- - - -- -- --- --- E))\ _� T\_ y l -l- i . 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No. CURVE TSTA. 15+----- AND STOPPING SIGHT DISTANCE TO PROFILE, _ �j AS -BUILT SHEET 2 F 8 _ JDB _ - STONEFI ELD BOULEVARD ROAD PLAN 6 - - - ------------------ - - - - -- - - - -- ------EET -- -- O C - ENGIINEERS REVISED -MEDIAN AT MAIN STREET INTERSECTION__ - UPDATED STREET NAMES PER COMMENT REG 4 03 13 it") ", rFzAwrd Ear: - -- -- - - / � SURVEYORS ALBEMARLE COUNTY, VIRGINIA DE�AWING wUMI ER: 2 REVISED NOTES PER NEW INTERSECTION CONFIGURATION JDB 9/27/'1 1 - - - - - - U EARL W. MOT EY P. KTM REG -.- -__ - _-__ __ ___- _ ____ -- - -- - c. No. 1625 PLAI�JNERS 7I TLE. 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG C-1 JDB 12/22:/11" U1f1 STONEFIELD BOULEVARD PLAN AND PROFILE C-9 -- - ` r ASSOCIATES HFW STA. 10+00 TO STA. 20+50 5 ADJUSTED MEDIAN AT DISTRICT AVENUE AND BOND STREET INTERSECTION; JDB 1/27/'12 -__ _-_- -_ --_ _ ____ I _- - - - __- - -_ -----_ ----------------- ___ -_ --- -- SHEET NUMBER: ------ - -- - -- PO Box 4119 3040 Avemmre Square Pl. �� - ----------.,------------------------------------ ------ ---- - � - DISCIPLINE: � C,A L L : CSA � E Lynchburg, Charinttesvitte,VA22911 WVIIA NUMBL-R: EIL-E NAME: ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER. e --- --- -- - ---- - - -- -- - -._._. -- --------- --- - ---- -------.----- ----------------- - Phone: 434 316 6080 Phone: 434.984.2700 " - , --- -- � - so 9 o f 2 7 - fI: No. SHEEL REVISION BY DA I- No. sHEEr REVISION BY J r\rE °, sup,q wNv.v.wivassociates.net -- - 208026.02 8o26o2C_C-o9 (As-Buu�� V. 1" = i0' 6/16, 1 1 9 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' NOTE: WATER AND SANITARY SEWER UTILITIES TO BE DESIGNED UNDER SEPARATE SITE PLANS. \ _ - U) l \\ U) O) U) v v U z I` W Ia O ZZ ILL, ZA_ L)V _ �� �� -�ioR rico ��� v rI� (� U 1c� W CD C1 cY t C) Cl L-1 Q Q O) r ��1 d >- <r c�i ' O (C)N Xn U i- C) CD _ = Lr) > _) N LL U - 1 l c� c» J cr I- u W .T U rLl 1,- o 3 �� U' w U V Cn- �v�� Z( v> i�U)_ .. r LJ >� C��IL ��Irn� �0� �,1_�v1 L U ��t Ll � U �-o r� i O mv� _0 71n w n O [` �� r.� v� L vi O Cil o) o� EX E - 0) m C0 0) N N nc' CJ1 CX -i .� i 2Z(44 R_ G < DISTRICT A'VE '� __ VVA-� BE- ' - -IN - DE' ..)GN ED UNDEN �4 EF'ARAI L SITE PLANS __ II � !i J / 43.3 N I - 1 rC M\1A r 1 ��-0' ) 20- ==O cn z _ _-__�� N - ,� LL� _ c m - MIS l J c� � -��� '- ,- R �0>�; < -3��, � � , 4f _' _` EJ 46. -__J - rX-'-' - tD v - -C39 \1 - - --- --_ _-- - --f- -�------- _------ - I, 1 � � F _ 1v Iti � 4§4 j e - - - -- \ 4 F; - ( (� Cc - 1 2A' ' L 1 S AN - APV' -- - - _- 2 A- - - - - ---- -- ti' j - -- - -- - '� - - _ - - - - '_ 1 �6 c�,-�zA ��. -!-- _ c_1.2� CG -2 ------- R - , ,, oo cn c - - E�_I 0 R I _ f F_ 6 _ � N 40. -- J BOUNDARY BUFFERS I - - - I - - -7 - _ REFE=R TO DWG NO. C 22 L z 0R HIOEEIL-f DETAILS - - -- - -- -- - -- - - _ 26.0' c - - --F- - --- - -- - -- -- -- - -- - - - -- - -- - ----- - -- - -.. -- l/= - 2 - - - - - --- r - - _ %1 -- - = --- I - `r r -- ---- ( � � �r� \ '__' r= ( `i; - z \, - \r- --- - sir- -_ - _--_---_ - - ----- ---- -,�_ INGRESS EGRESS- \ J >> l r \- rr� r r rrr f r_ _- - --- - U C �,, _ _ j Lf) CREf-_NINCIAI ! -f / --- EASMENT B. I NOTES: _ _ - �- _ r /_'�_� _<- I / / / / r / n ra c. c -- -- � c� rti �h i l l � / / / / �� � � / /' Iv�F �>�W �� 1 _l , � / 3 r �I ����� �41 5 PG. 215 " c� f �JF.FZ TO -f CEN E EI[=J ( U1NNC,EN I E.f rr_ -� - �' - N F 1`�0R H{�0 ' C RUMNI N' i y �E 1. =TRAFFIC ANALYSIS INTERSECTION LABELS -: y > _;Y' --- 3 i1 I NAL � I �E PLAN AMEN -D_ JT FOR �i .- w r N t c� NTERC _I -_ y -- ��__ _ n B� M.� CE)F�1 r. 1 ----- D L 1 A I l_1L `� r, i Z _ I ZONED: ocyc 2. INTERSECTION 3 ISA 4 -WAY STOP CONDITION. 1_ f rr � U _ C1 [Z j ���I_1��1-1 z fJ f ( U�v (n C EI NUL Sff�I I - - -- .� _ - t U) 0 4� \ - -- - -ID S,�T_ I -- - - - - LAN R �W� ElL, Ac f \ � t= 1 1 1 1 1 1 ( � / - 1 EI7 3. INTERSECTIONS 7 AND 6 ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 3ENC1�-I�IAI�K---___-- - -- - - --- - - - - �x PLAN OF STONEFIELD BOULEVARD DISTRICT AVENUE AND _ _ �� X ;=- 4. THE DESIGN OF THE INTERSECTION - E� A _ 82.J> _.� BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN _ - STA. 20+50 TO STA. 264-77.34 _- THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION �> --I' ROAD CLASSIFICATION - URBAN COLLECTOR r=Tlc OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. r'-' DESIGN SPEED - 25 MPH --- -- ---- -- \ POSTED SPEED - 25 MPH Lt]//,J (n Ll- 1 LINE TABLE JDB LINE BEARING LENGTH L5 N35021'47"E 55.28 L6 N31 32 5 6E 78.94 L7 N35'21'13"E 229.20 L8 S35 -21'13"W 377.87 \ _ - U) l \\ U) O) U) v v U z I` W Ia O ZZ ILL, ZA_ L)V _ �� �� -�ioR rico ��� v rI� (� U 1c� W CD C1 cY t C) Cl L-1 Q Q O) r ��1 d >- <r c�i ' O (C)N Xn U i- C) CD _ = Lr) > _) N LL U - 1 l c� c» J cr I- u W .T U rLl 1,- o 3 �� U' w U V Cn- �v�� Z( v> i�U)_ .. r LJ >� C��IL ��Irn� �0� �,1_�v1 L U ��t Ll � U �-o r� i O mv� _0 71n w n O [` �� r.� v� L vi O Cil o) o� EX E - 0) m C0 0) N N nc' CJ1 CX -i .� i 2Z(44 R_ G < DISTRICT A'VE '� __ VVA-� BE- ' - -IN - DE' ..)GN ED UNDEN �4 EF'ARAI L SITE PLANS __ II � !i J / 43.3 N I - 1 rC M\1A r 1 ��-0' ) 20- ==O cn z _ _-__�� N - ,� LL� _ c m - MIS l J c� � -��� '- ,- R �0>�; < -3��, � � , 4f _' _` EJ 46. -__J - rX-'-' - tD v - -C39 \1 - - --- --_ _-- - --f- -�------- _------ - I, 1 � � F _ 1v Iti � 4§4 j e - - - -- \ 4 F; - ( (� Cc - 1 2A' ' L 1 S AN - APV' -- - - _- 2 A- - - - - ---- -- ti' j - -- - -- - '� - - _ - - - - '_ 1 �6 c�,-�zA ��. -!-- _ c_1.2� CG -2 ------- R - , ,, oo cn c - - E�_I 0 R I _ f F_ 6 _ � N 40. -- J BOUNDARY BUFFERS I - - - I - - -7 - _ REFE=R TO DWG NO. C 22 L z 0R HIOEEIL-f DETAILS - - -- - -- -- - -- - - _ 26.0' c - - --F- - --- - -- - -- -- -- - -- - - - -- - -- - ----- - -- - -.. -- l/= - 2 - - - - - --- r - - _ %1 -- - = --- I - `r r -- ---- ( � � �r� \ '__' r= ( `i; - z \, - \r- --- - sir- -_ - _--_---_ - - ----- ---- -,�_ INGRESS EGRESS- \ J >> l r \- rr� r r rrr f r_ _- - --- - U C �,, _ _ j Lf) CREf-_NINCIAI ! -f / --- EASMENT B. I NOTES: _ _ - �- _ r /_'�_� _<- I / / / / r / n ra c. c -- -- � c� rti �h i l l � / / / / �� � � / /' Iv�F �>�W �� 1 _l , � / 3 r �I ����� �41 5 PG. 215 " c� f �JF.FZ TO -f CEN E EI[=J ( U1NNC,EN I E.f rr_ -� - �' - N F 1`�0R H{�0 ' C RUMNI N' i y �E 1. =TRAFFIC ANALYSIS INTERSECTION LABELS -: y > _;Y' --- 3 i1 I NAL � I �E PLAN AMEN -D_ JT FOR �i .- w r N t c� NTERC _I -_ y -- ��__ _ n B� M.� CE)F�1 r. 1 ----- D L 1 A I l_1L `� r, i Z _ I ZONED: ocyc 2. INTERSECTION 3 ISA 4 -WAY STOP CONDITION. 1_ f rr � U _ C1 [Z j ���I_1��1-1 z fJ f ( U�v (n C EI NUL Sff�I I - - -- .� _ - t U) 0 4� \ - -- - -ID S,�T_ I -- - - - - LAN R �W� ElL, Ac f \ � t= 1 1 1 1 1 1 ( � / - 1 EI7 3. INTERSECTIONS 7 AND 6 ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 3ENC1�-I�IAI�K---___-- - -- - - --- - - - - �x PLAN OF STONEFIELD BOULEVARD DISTRICT AVENUE AND _ _ �� X ;=- 4. THE DESIGN OF THE INTERSECTION - E� A _ 82.J> _.� BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN _ - STA. 20+50 TO STA. 264-77.34 _- THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION �> --I' ROAD CLASSIFICATION - URBAN COLLECTOR r=Tlc OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. r'-' DESIGN SPEED - 25 MPH --- -- ---- -- \ POSTED SPEED - 25 MPH Lt]//,J (n Ll- 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING JDB CURVE TABLE SIGHT DISTANCE TO PROFILE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD C6 19.97 300.00 3'48'51 " 9.99 N33'27'22"E 19.97 C7 33.20 500.00 3'48'17" 16.61 S33'27 05 W 33.20 C8 1 134.89 1 400.00 1 19-19"16" 68.09 S45'00'51 "W 134.25 C9 1134.89 400.00 19.19' 16" 68.09 N45'00'51 "E 134.25 \ _ - U) l \\ U) O) U) v v U z I` W Ia O ZZ ILL, ZA_ L)V _ �� �� -�ioR rico ��� v rI� (� U 1c� W CD C1 cY t C) Cl L-1 Q Q O) r ��1 d >- <r c�i ' O (C)N Xn U i- C) CD _ = Lr) > _) N LL U - 1 l c� c» J cr I- u W .T U rLl 1,- o 3 �� U' w U V Cn- �v�� Z( v> i�U)_ .. r LJ >� C��IL ��Irn� �0� �,1_�v1 L U ��t Ll � U �-o r� i O mv� _0 71n w n O [` �� r.� v� L vi O Cil o) o� EX E - 0) m C0 0) N N nc' CJ1 CX -i .� i 2Z(44 R_ G < DISTRICT A'VE '� __ VVA-� BE- ' - -IN - DE' ..)GN ED UNDEN �4 EF'ARAI L SITE PLANS __ II � !i J / 43.3 N I - 1 rC M\1A r 1 ��-0' ) 20- ==O cn z _ _-__�� N - ,� LL� _ c m - MIS l J c� � -��� '- ,- R �0>�; < -3��, � � , 4f _' _` EJ 46. -__J - rX-'-' - tD v - -C39 \1 - - --- --_ _-- - --f- -�------- _------ - I, 1 � � F _ 1v Iti � 4§4 j e - - - -- \ 4 F; - ( (� Cc - 1 2A' ' L 1 S AN - APV' -- - - _- 2 A- - - - - ---- -- ti' j - -- - -- - '� - - _ - - - - '_ 1 �6 c�,-�zA ��. -!-- _ c_1.2� CG -2 ------- R - , ,, oo cn c - - E�_I 0 R I _ f F_ 6 _ � N 40. -- J BOUNDARY BUFFERS I - - - I - - -7 - _ REFE=R TO DWG NO. C 22 L z 0R HIOEEIL-f DETAILS - - -- - -- -- - -- - - _ 26.0' c - - --F- - --- - -- - -- -- -- - -- - - - -- - -- - ----- - -- - -.. -- l/= - 2 - - - - - --- r - - _ %1 -- - = --- I - `r r -- ---- ( � � �r� \ '__' r= ( `i; - z \, - \r- --- - sir- -_ - _--_---_ - - ----- ---- -,�_ INGRESS EGRESS- \ J >> l r \- rr� r r rrr f r_ _- - --- - U C �,, _ _ j Lf) CREf-_NINCIAI ! -f / --- EASMENT B. I NOTES: _ _ - �- _ r /_'�_� _<- I / / / / r / n ra c. c -- -- � c� rti �h i l l � / / / / �� � � / /' Iv�F �>�W �� 1 _l , � / 3 r �I ����� �41 5 PG. 215 " c� f �JF.FZ TO -f CEN E EI[=J ( U1NNC,EN I E.f rr_ -� - �' - N F 1`�0R H{�0 ' C RUMNI N' i y �E 1. =TRAFFIC ANALYSIS INTERSECTION LABELS -: y > _;Y' --- 3 i1 I NAL � I �E PLAN AMEN -D_ JT FOR �i .- w r N t c� NTERC _I -_ y -- ��__ _ n B� M.� CE)F�1 r. 1 ----- D L 1 A I l_1L `� r, i Z _ I ZONED: ocyc 2. INTERSECTION 3 ISA 4 -WAY STOP CONDITION. 1_ f rr � U _ C1 [Z j ���I_1��1-1 z fJ f ( U�v (n C EI NUL Sff�I I - - -- .� _ - t U) 0 4� \ - -- - -ID S,�T_ I -- - - - - LAN R �W� ElL, Ac f \ � t= 1 1 1 1 1 1 ( � / - 1 EI7 3. INTERSECTIONS 7 AND 6 ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 3ENC1�-I�IAI�K---___-- - -- - - --- - - - - �x PLAN OF STONEFIELD BOULEVARD DISTRICT AVENUE AND _ _ �� X ;=- 4. THE DESIGN OF THE INTERSECTION - E� A _ 82.J> _.� BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN _ - STA. 20+50 TO STA. 264-77.34 _- THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION �> --I' ROAD CLASSIFICATION - URBAN COLLECTOR r=Tlc OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. r'-' DESIGN SPEED - 25 MPH --- -- ---- -- \ POSTED SPEED - 25 MPH Lt]//,J (n Ll- 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING JDB 9/14/111 SIGHT DISTANCE TO PROFILE - 2 REVISED NOTES FOR NEW INTERSECTION CONFIGURATION JDB _ 9/27/11 - 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 5 _ ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER JDB 1/27/17 6 MODIFIED GR -2 GUARDRAIL AT BIOFILTER JDB 3/9/12 No. SHEET REVISION - ----- --- RY DATENo. 530 5M 525 - -- 4 _- - - --- 525 -- =7=7= - - -- - - rn - -- -_ - _ - __ - -_= _ - -- - - - - - -- --- - -- -_ - --- __- --_= -_ =--=- --520 - 520 515 - - - - U 4-= _- - - - - - V FSE-� -- 4 ) 'h _c3 - --- --- - - -- - -- _7= - -- - -_-- - - - F -- - - - - - - - ---- --- - 510 -- -- - - - -- - W- - -- K- - -14-.4 r> --- - - -- - i Z-) - - ---- - -- -- - - - --- --- - -- - -- - - - -- - - -- -- --- 1--- -- -- - _-- T 1 - - -- - - 505 - ---- - _ -- -_ 5�� U CVC' -_ - - --- ---- - -- - -- ---- ------ ----- -- --- _510 ------- - 5-05 ---gin _ - - _ - - -- - -- _ _�=-_�C -- -- - ---- - - - - -- - - - 495--. 490 b - - +_I L J -- - - - -- ---- 495 490 LLl �- -- Cj --- -- - o -colo -- AS- GRA UILT E-® -- - -- v3-'� --- -- - - - - - - --- - - C\1 _ -- �_ - - - - - - - -- - --- - --- -- - --- --- ---- - - - - - - - - - - - - - --- - -- - F -- - - - - - - - - - - - - - ---- - - 4 8 B j -- ---- 485 480 - - - = - - - - - - - - -- ---- - -- - - --- __ -- __ --- ---- - - - - -- - - --- - - - -- - N PAI- PAD [ L I SSI_ -G --- - - - - - - - -- 475 - - --- - _EX G RAD @ -- - - --- --- -- - -- --- -- 475 4-70 --- --- - -- - - - --- -- -- 465 460 -- 4, -- ------ - - - - - - -- - - -- - -- --- --- --- --- - -60 -- -_ .. ----- ---- - - ---- ------ --- -- ----- -------- --- - --cam--- - -- �c r 4-50--t-- U - - - EX-lal -- - - _ - -- -__ ----- - - - - --- --- - --- _ - - - _ - - -- -- --- - - __� r = ,�_-' ==zrE - 450 0 -- - - - - - -- - ---( -- -- - -- -- -- -- - --- - - - - --- - - - - - J� r o o n (- 03 0) ) Qo r a� 00 c�r_ oJ)� �dr- �J �i �• r) cc �i. � d.i, ���„ �1 v I N - 3'= co c(C) vo 0000 O r oM a00 Oorf I oro Oaro- d- -� - _ -_ /J DISTRICT AVE __s_l ii T L V `)- PROFILE STA. 20+50 TO STA. 26+77.34 ROAD CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 Ki 50' HORZ: 1 " = 50' 20-00 20 1-50 21 +00 21 +50 22-1-00 22+50 23-1-00 J -i 50 24+00 24 +50 25+00 25--50 26+00 26 1-50 26+75.17 AS -BUILT PLAN REG 2/27/13 �h - --- --------------- -- - ----- - - �x Op .�, DESIGNED BY: PRJCC I-: AMENDMENT TO SET REV. NO. �r AS -BUILT SHEET 3 OF 8 JDB STONEFIELD BOULEVARD ROAD PLAN 6 ENGINEERS -- UPDATED STREET NAMES PER COMMENT REG 4/03/13 0HAWN BY. -- -- - ----- - _ -- --- ---SURVE-WORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUN�QE�: c_5 EARL W. MOTTLEY y. KTM REG ---- Lic. No. 1625 PLANNIERS -- --- 777117: DIHR E3Y: STONEFIELD BOULEVARD PLAN AND PROFILE C-10 = -=- _AsSOCIATE_-- HFw STA. 20+50 TO -STA. 26+75.17 - --- --- --- -------- - - ---- - - - - ------------- - ---- ---- - ---_-_-- U�-�E r NUMBER: Lynchburg, VA 24502 PO Box 4119 304az1unesville, Vfe A 229111 ftA NUMBER: El LE NAME.: FA CI PLINE: SCALEuare Pl, o�i � f=: �j�O Phone: 434 316.6080 Phone. 434 8 2700 UR - - _-- 802602C_C-10 As -Buil H: 1 50 10 of 27 -)IIEEr REVISION BY OAJ W,Yzv.u�r�so����es.ner 208026.02 i V: 1" = 10' 6�1 �%1 1 10 I .— middle unit I end unit _ 3 This barricade is to be placed at the end of all dead end streets. Lumber dimensions are nominal sizes. The reflectorized area shall have a smooth, sealed encapsulated lens material outer surface. The predominant color for other barricade components shall be white, except o a that unpainted galvanized metal or aluminum components may be used. Because of their vulnerable position and possible hazard they could create, barricades should be constructed of light weight materials and have no rigid stay bracing. Planks are to be fastened toosts with 2 / x 6 12carria / g - 3 8" " a bolts and washers or with 2- 7/16"x 4" lag screws and washers. Bolts and screws are not to be placed closer than 2" from the edge of planks. The following note shall appear on all plans: "The barricade shall be removed at such time as the need no longer exists, as determined by the Director." If the barricade is within VDOT R/W, a permit is needed for its removal. CHARACTERISTICS Color of stripes Reflectorized red and reflectorized white Width of rail 8" min. - 12" max. Number of reflectorized rail faces 3 if facing traffic in 1 direction 6 if facing traffic in 2 directions This barricade and other traffic barricades are described in the latest edition of VDOT's Work Area Protection Manual Standards and Guidelines and MUTCD. STANDARD TRAFFIC BARRICADE SICNACE AND MINING LEGEND D E_FM (SPECIFI(,ATION) DESCRIPTION Sr01' SIGN (MUTCD W1-1) SINGLE POST STOP RESIDENTIAL SPEED [ IMI I SIGN - 25 MPH SPEED (N1U ICD N2 1C) LIMIT 25 BLOCK # SPAII - _ �DIREC IIOINAL. - �4-(H) ► A R R 0 W ROAD NA. ,'E SIGN J (I v A f\/1 L.. r C - SU[ FIX SPACE SINGLE POST ISR29 Jr SIAFE ROUTE IT - --\ --- _ - SPACE L ROAD NAIviE SPACE. KEEP RICHT SIGN (MUTCD R4-7) rn 3 'D j m I I V of O cp (1q O 00 C13 i Q o, 3 i a) v U c b J v �v a a 0 0 O 00 O N N U III STD. NO. TB -1 OIGN AGS NOTES: 1 . (RAF EC SIGNS SI-IAI-F_ COElF0ILP✓1 0 _111L LATEST VDOT ADOPTED EDFTION OF 1-1-11 (MANUAL ON JFIIFOERM TRAI- IC CONMOL ROE DEVICES PAU ECU F 01C 1 flE TYPE I EI Ef �I. LLACED FOR SIZE: AND MESSAGE. AI I- PEDESIRAIN CfZOSSING SIGNS SHAE1- BE IIIGEI \/ISIi31HT`(, FLCAJRESCENT YEE.E_0W-GREEN. - < - �. AL_I_ MGN fvl/FEL:RIAE,> 'SHALL CONFORM M FO : ECTION /01 0E 1-1E VC)OIT O,L> AND BRIDGE IONS 2007 EDITION A.L_E `SIG( I) WITHIN I If- �TIC)I 1101=- I�� I THE STATE ROUTES SHALE CONFORM TO V601 ROAD AND BRIDGE STANDARDS, SECTION 1328-10, TRAFFIC CONTROL DEVICES, ITSP 1 U -TYPE STEEL POSTS (9) 2 --- - - --- - �'i`'' EE3S�EF. U -TYPE STEEL PO`_)TS SHALL_ SI-IAL_L BE SET IN ;OTE 10 A DEPTH H OF :E FT MN1IIvILJM 10 3.5 F-1� iAAAXIIvII.JI\I. _ > _ � y _ -- _ __, BE _ 0 011 /\ SIGN SHAIA- EE BE f EI.J,�I I )F I TI I 111E TOP OF THE POST. DRIVING CAPS ARE 0 BE USED WHEN DI=NNING POSIS TO F'f�EV1_--NT DI`_TORTING -[FIE 10P OE T1 -IE FUST. �I H I, MEI`d Sf_ DIATBACf< AND SIGN PANEL ATTACHMENT OLEATES SFIAEE DE IN ACCORDANCE WI I H VDOT STD WSP 1 . RAI=H J. MOUNTING REIC r V � � TEMPORARY BARRIERS w W/Y V ✓ f YVy Y NEVER INSTALLED �y E-+ COMBINED STOP AND TEMPORARY BARRIER ROAD NAME SIGNS T I I .�Ic,NA[ 1L[ D IN rrRSLCTION SEE , �rANDARD TRAr rlc, - / F[ IF ORARY HARRIET SPEED LIMIT SIGN BRIGADE IB -1) A TEMPORARY BARRILI ALbC11111t [ f L R� L r�UAD IMF RO��EMEN 1 � �� > PLAN R 129 AND HYDR'V[1LIC R0� D y (sraNDARD TRAFFIC INSTALLED (STANDARD 1RAFF1c (wPO2oo8-00060 As PREPARED BY BARRICADE I6-1 C> STOP SIGN BARRICADE rB-) TEMPORARY odj vIKA. ) p� NOT INSTALLED STOP SIGN PEDESTRIAN AHEAD INSTALLED - ,, t =ESNAEE 3<� t IT � � I-� LSI 2� L1 SIGN MOVED _ L.1] DISTRICT AVE - -,r — - — - . p I 3 , - V --- — ---- -- - -- - — - --- — I -i — --- --- — .. Ai . - �!- ! I .�k --— - -LT1LII i 1 - - F:= r,___................ 6 J - - -- - --- -- -- - - � - - - 2 r-00 . B -F 00 1 O0 0 U �I x o b ?t° 6' 6 4 -- _I. E 8 -- - -- O . -- — / —. 10-1-001,14 - - - .. { / _ — ', til A _— .._. _ �✓ —__. � - ._----•- �� �.. . -ice i 1-3 11 I 1 L. 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ASPHALT PARKING W W > Z O Q U IF THIS DRAWING IS A REDUCTION Ld W GRAPHIC SCALE MUST BE USED Li V) SCALE: 1 " _ ,50' A �s 1� ~ 50' 0 50' Ail--- -- AS -BUILT GR -2 -- - - GUARDRAIL TEMPORARY BARRIER _ (STANDARD TRAFFIC -- -- G BORATE 12 BARRICADE TB --1) 20 1 ° -, \� \ GR -11 UA TERMINAL 7__7 3 0O 24 f 00 2 > 00 26 + C)0x.17 121 ---( 0 �- - _ -- [3 10 F I LT F_ R GR -11 GUARDRAIL TERMINAL EP FP -7 T-1-H FFf E - - -� - _ _ _ TEMPORARY BARRIER �� FrF1 A (STANDARD TRA1 FIC 7 N/F NOR 11-1 p --------BARRICADE TH-1 SYS E AS C 0 R 1'.-- -_- r-+ �L Gf IC) ,�-ID' INTI=FSC ORI `r FI C0 C -- BENCH - f 1AR-E`__ I — - - - I AC - ELEV, IOD- 402 52\--- — X -- CONC ARK NG —�_ A G� - C - F -- =- --- -- 1n1 -- -- kN - 14n -- - _ _ -!/ n1 - 1// 1ni -- 4-- 11 ---f -1- 1N a Z 1 REVISED PAVEMENT MARKINGS TO REFLECT THROUGH CONDITION AND JDB 9/14/1 '1 - ON LEFT TURN LANES FOR INTERSECTIONS AT STA. 17+11 & 20+00; DESICNED BY: PROJECT: REV. - - - - - ----- -- -- - ---- - --- - ---- -- -- ----- ----- I Tx of '', AMENDMENT TO sE-r F Fv. No. REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION, CHANGED DOUBLE SOLID YELLOW LINE FROM 6" TO 4" WIDTH �j AS —BUILT SHEET 4 0 F 8 JDe ------ - - - ------ --- -- - ---- -- - -- - - - ---- - ---- ------ ----------- --- -- --- ENGINEERS -- - STO NEFI EL D . BOULEVARD ROAD PLAN Q _ CHANGED- 6" SINGLE SOLID YELLOW LINE TO 4", ADDED MEDIAN 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 0t?"I N 13Y: --------------- --- — -- - -- -- -_- SURVEYORS ALBEMARLE COUNTY, VIRGINIA NUMBER: STRIPING AT MAIN STREET INTERSECTION U EARL W. 0 TLEY KTM REG - DRAWING ---------------- ---- - -- ------------- -- -------- - ------ - Lie. No. 1625 PLANT4ERS ----- ---- (TLE.: 00 2 REVISED PAVEMENT MARKINGS AND SIGNAGE PER NEW INTERSECTION JDB -9/27/1-1 - AS -BUILT -PLAN - _ - - - REG- 2/27/13 _ „ 01HR DY: PAVEMENT MARKING AND SIGNAGE C— 4 - - - -- -- AsSOCIATESHFW PLAN `y CONFIGURATION I --- -- -- - --------- ----- S f I r_.F7 N UM6 CI . -- -------- - --- — ------ ------ O PO Box 4 t 19 3040 Avemora Square PI. � - -- - c, � _) _ . c` . 3 REVISED PAVEMENT MARKINGS AND SIGNAGE TO REMOVE STOP CONDITION JDB 10/4/1'1 UPDATED STREET NAMES PER COMMENT REG 4/03/13 ��r Lynchburg,VA24502 Charlonesville,VA22911 01A NUMBER: FILE NAME: 01-CIf L_INC. .)CALE. DATE. - ------------------ - - —- --- -- -- ------ — -- -------------- - - -- - -- - - 0 �j Phone: 434 316.6080 Phone: 434.984.2700 " — ' --- - - ----------- SURA � _— ___ =_ --==_ . � F�: 1 - 50 --- 14 of 27 No `>HEP REVOIDN BY DATE N0. stTEFr r��vlsloN ��r DATE �N 208026.02 8o2so2c_c-14 (,4s-Bu��t �i q �, 6�1 F%1 w�.W«assoe,�les.ner V: 7 = 10 v r� al ►_ rn 3 a 'w •-_ m I 0 rn I v I U N 0 (O N 0 00 41 j m I U1 Q i 3 `D Q) a a U a c 0 ai Q) U •o C) -0 v cr N C7 ✓/ 'rya 4 j \ / Y ;,Z-- � �r ,, I A/ + -- t) I�/� N ci �)­- 2. 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STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44, AND EX45 SHOWN ON THESE PLANS REPLACES STORM PROFILE APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT PLANS WPO 2010-00023 FOR GRADE AND LOCATION. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' L;�WII 50' 0 50' HORZ: 1 " = 50' 500 1 ADJUSTED TOP ELEVATIONS - --- - 1- = -- - j (f) C1- F 1- --- - _ �-- r-) G . 4 : LJ � '`= i � a a- - r . _ - Q 2 C] C/) LJ O J- U 1� C9 N 6 co Lel Ll O EX44, - �00 L -- C-) - a) v ------------- -- - ----- - .-------------- _ <<- n nmm - - - . = N����E - )CK . Q, I IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' L;�WII 50' 0 50' HORZ: 1 " = 50' 500 1 ADJUSTED TOP ELEVATIONS - --- - PER NEW GRADING ON E-- - - --- STONEFIELD BOULEVARD - --- _ ---- - ---- 4 — -- --- SEE NOTE --- 2 ON -- - -- -- DWG C-1 - -- - N 6 ADJUSTED INVERTS ON STR. 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EX45, EX44, EX37, EX38, EX39.1, ------------- -- - ----- - .-------------- ---- - - -- - --- -- - - - 000 AND EX40; REVISED 18" LOW FLOW PIPE FROM STR. 39.1 Q, - - - .- --- - -- ------ ------ - _ N i - NO `�lll_EI REVISI\=1 JDB -_9/14/,1-1_ JDB 12/22/11 JDB 3/9/1:2 BY I DA E\ I NO, AS -BUILT PLAN �=M-FT R`MSION REG I 2/27/13 BY I UA EE 17+50 18+00 18+50 19+00 STORM PROFILE STRUCTURES EX37 THROUGH EX22 ..*A• ' ## 19+50 20+00 20+50 21 +00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25-1-50 26+00 26+32.24 �� , OF Z 'RY eEEKEE 6 OF 8 Z�,/ V-A U EARL W. MOT TLEY �pl LN. No. 1625 -- 11 I %. Off, rb SURv ENGIINEERS SURVEYORS PLANK NERS AsSOCIATES PO Box 4119 3040 Avemorre Square PI. Lynchburg, VA 24502 Chadouesv,llee VA 22911 Phony 434 316 6080 Phone 4341984.2700 _ ww.v.wwassocimcs.net -_ °[SICNE° BY: PROJECT: AMENDMENT TO JDB - ----------- STONEFI ELD BOULEVARD ROAD PLAN URA'IVN BY. KTM REG ALBEMARLE COUNTY, VIRGINIA '1I11.E_: - D/HR BY, STORM DRAIN PLAN AND PROFILE HFW STRUCTURES 45 TO 22 ------ --- - —----------- MYA NUMBFR: FI EE NAME: DISCIPLINE: SC.AEE . DA -/ E_. � I I: AS SHOWN 208026.02 802602C_C-19 (As -Built f bV4 V: AS SHOWN 611 6/ 1 1 S E7- REV. NO, Db\'AWING NUMBER: C-19 SHEET NUMBER 19 of 27 a cz I "S 0 N fI V UI N 0 N 0 m I 0 Q rT� 3 Q) (1. ID U O O -J Qi CT d C O zi +J O LL N 0 (o N 0 00 0 N U O 0. Q) z v Qq) .a Q cp a 00 0 N / NOTE: THE GRATES FOR THE DI -213 CURB INLETS WERE USED WHEN CALCULATING THE INTERCEPTED FLOWS FOR THE 100YR STORM EVENT. CURB INLETS ON GRADE CURB SAG INLETS ONILY 9/14,/1 1 INLET v v v v -v-v v v v v AS -BUILT PLAN -- - - REG -- 2/27/13 - - ----- ---- - _ -- -_- - WWA PROJECT NUMBER: 208026.02 COUNTY: ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT ENCiINEERS SURVEYORS PLANNERS _ -_ - = PO Box 4119 3040 Avernore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: -434 316.6080 Phone 434.984 2700 .w�a5s��i,zs.jlet - NE` '"�NE0 BY: JDB - ---- --- - --- [)RI VN Lay: REG .- 6.50 - FROM POINT TO POINT .-. ) CL N CL INLET TIME (Tc) + RUNG Q C s3. LENGTH O N -. -. W O FLOW TIME SEC OL U TOP INLET ELEVATIONS - to r p tm S •a 0) C UPPER LOWER FT FT/FT IN CFS END END e. L; a r U 2 3 4 5 6 7 -. 9 rJ 11 12 13 _ 4- 0 N 18 .. .. 21 Cn 46.8 SLC = $ .. 0.04 ' O ... 5.0 "" O V C �% v O C 0) 15 0.010 20.3 tp 3.1 cc W W C 46.8 46.7 46.6 0.00 s^_ "" L �' o 6.6 fh _ 501.43 27.6 N X i M c 9.9 O W C 508.50 C) (7 t� ar LO d a) = O 0.08 O °' W U REMARKS M 1 77.6 W a� L 0.010 21.8 i ,F r, m > W C+ O a^-. •p •p aro o ° p L a^. (n O ,t- p +� O s O W ,. o ay +, h .. G) a > p .0 4' 4- C -a CU J 07 REMARKS 46.9 n, C N C( 0.15 Q C .. O LL O ° Q) L 10.9 (� ` Cn L ,«- (V 46.9 C h y .i O > p O Q. R ` � � Z� h N > U (� CO U7 ' 46.5 46.4 J '�i L O 5.2 L �' 2.4 494.35 O N 198.9 0.0262 a) J M .� i �' O 0 L a -a � its - 0.80 2.02 2.37 5.5 is O 488.04 V O U �• i•, L _ 'L^L N Includes flows from Block D1 494.29 �' '�j^ N O 46.2 cC 0.80 0.13 J 5.5 6.5 L L ,7 O 167.4 0.0103 C) O W li 9.5 I W O +. N tC 46.2 46.1 O o R U , C) 6.4 (n _ U 482.41 4) (n � L CL CL 32.9 K O L +r _ ++ � U �[ S 0.85 () Or h 6.3 J z O O cc R C 24 0.010 r r CJ' U O 0 � a.. F _ (3 t'3 1.85 0 0'a ) S u' � c a) 0 ui �'' c <) __ Q � (n •- Q h DI -7 Z - m (i7; ' a h d p X F=cc W ns 43.6 43.5 0.56 0.81 0.45 0.45 7.0 6.1 2.8 486.04 25.7 Z 15 _! 12.8 m 2.5 Includes flows Bond St. 494.33 7.70 43.6- d N X 0.90 0.00 0.45 N 6.1 W N N 0.0157 15 � 10.6 C1 d ST 38.3 493.90 7.96 h 43.4 43.3 0.55 46.9 DI -26 10.0 12+55 0.19 0.80 0.15 4.00 0.61 0.00 0.61 0.068 0.020 1.68 2.00 1.19 0.083 4.15 1.00 0.29 0.15 0.17 7.90 1.27 0.14 1.00 0.61 0.00 484.19 483.18 97.3 0.0104 i7 Grade Inlet 46.8 DI -313 6.0 11+25 0.04 0.90 0.04 4.00 0.14 0.00 0.14 0.027 0.010 4.37 1.00 0.23 0.010 1.00 0.50 0.17 0.17 0.09 4.62 1.30 0.04 1.00 0.14 0.00 43.1 43 0.20 0.80 0.16 4.19 Grade Inlet 46.6 DI -213 8.0 11+99 0.09 0.85 0.08 4.00 0.31 0.00 0.31 0.068 0.010 1.30 2.00 1.54 0.083 8.30 1.00 0.31 0.16 0.17 5.91 1.35 0.11 1 1.00 0.31 0.00 Grade Inlet 46.5 DI -213 8.0 12+77 0.11 0.85 0.09 4.00 0.37 0.00 0.37 0.058 0.020 1.44 2.00 1.39 0.083 4.15 1.00 0.29 0.15 0.17 6.15 1.30 0.12 1.00 0.37 0.00 Grade Inlet 46.4 D1-213 8.0 14+69 0.30 0.80 0.24 4.00 0.96 0.00 0.96 0.020 0.020 3.94 2.00 0.51 0.083 4.15 0.95 0.29 0.15 0.16 6.82 1.17 0.20 1.00 0.96 0.00 2.3 489.93 7.10 22.1 Grade Inlet 46.3 DI -213 8.0 14+69 0.16 0.80 0.13 4.00 0.51 0.00 0.51 0.020 0.020 1.98 2.00 1.01 0.083 4.15 1.00 0.29 0.15 0.17 5.10 1.57 0.16 1.00 0.51 0.00 63.6 480.06 478.40 26.31 0.0631 48 Grade Inlet 46.2 DI -2B 6.0 16+40 0.12 0.80 0.10 4.00 0.38 0.00 0.38 0.010 0.020 2.09 2.00 0.96 0.083 4.15 1.00 0.29 0.15 0.17 3.67 1.63 0.17 1.00 0.38 0.00 43 42 0.00 0.85 0.00 Grade Inlet 46.1 DI -2B 6.0 18+76 0.15 0.85 0.13 4.00 0.51 0.00 0.51 0.010 0.020 3.00 2.00 0.67 0.083 4.15 0.99 0.29 0.15 0.17 4.16 1.44 0.19 1.00 0.51 0.00 Grade Inlet 43.4 DI -213 6.0 16+15 0.31 0.65 0.20 4.00 0.81 0.00 0.81 0.010 0.020 4.51 2.00 0.44 0.083 4.15 0.92 0.29 0.15 0.15 5.24 1.15 0.22 1.00 0.81 0.00 Grade Inlet 43.3 DI -2113 4.0 16+66 0.07 0.80 0.06 4.00 0.22 0.00 0.22 0.010 0.020 1.65 2.00 1.21 0.083 4.15 1.00 0.29 0.15 0.17 =2.921.37 0.73 0.14 1.00 0.22 0.00 21.3 7.1 488.28 10.92 1_ 42 Grade Inlet 43.2 1311-213 6.0 17+70 0.18 0.85 0.15 4.00 0.61 0.00 0.61 0.010 0.020 3.60 2.00 0.56 0.083 4.15 0.97 0.29 0.15 0.16 4.54 1.32 0.20 1A0 0.61 0.00 Grade Inlet 43.1 131-213 6.0 19+42 0.20 0.80 0.16 4.00 0.64 0.00 0.64 0.010 0.020 3.74 2.00 0.53 0.083 4.15 0.96 0.29 0.15 0.16 4.64 1.29 0.20 1.00 0.64 0.00 6.35 40.1 Grade Inlet 42 DI -3113 10.0 21+14 0.24 0.75 0.18 4.00 0.72 0.00 0.72 0.010 0.020 5.90 1.00 0.17 0.020 1.00 0.37 0.17 0.17 0.08 7.30 1 1.37 0.12 1.00 0.72 0.00 240.26 0.0139 48 0.010 220.4 17.5 Grade Inlet 41 DI -3B 8.0 22+68 0.24 0.60 0.14 4.00 0.58 0.00 0.58 0.010 0.020 5.72 1.00 0.17 0.020 1.00 0.40 0.17 0.17 0.09 6.43 1.24 0.11 1.00 0.58 0.00 0.13 0.85 0.11 0.11 5.0 6.7 Grade Inlet 40 DI -313 6.0 23+78 0.08 0.60 0.05 4.00 0.19 0.00 0.19 0.026 0.020 3.17 1.00 0.32 0.020 1.00 0.64 0.17 0.17 0.13 4.31 1.39 0.06 1.00 0.19 0.00 14.7 8.3 2.7 accounted for at ST41 479.23 7.43 Grade Inlet 39 DI -3B 8.0 26+25 0.21 0.61 0.13 4.00 0.51 0.00 0.51 0.012 0.020 5.30 1.00 0.19 0.020 1.00 0.43 0.17 0.17 0.09 6.28 1.27 0.11 1.00 0.51 0.00 12.6 4.9 131. 469.79 469.19 32.79 Grade Inlet 40.1 DI -3B 8.0 23+78 0.12 0.85 0.10 4.00 0.41 0.00 0.41 0.026 0.020 4.21 1.00 0.24 0.020 1.00 0.52 0.17 0.17 0.11 6.58 1.22 0.08 1.00 0.41 0.00 479.42 10.41 39.1 38 37 0.00 Grade Inlet 39.1 DI -3113 6.0 26+25 0.16 0.78 0.12 4.00 0.50 0.00 0.50 0.012 0.020 5.24 1.00 0.19 0.020 1.00 0.43 0.17 0.17 0.09 6.18 0.97 0.10 1.00 11 0.50 0.00 460.97 164.40 0.0146 48 0.010 226.2 Grade Inlet 39.1 DI -3B 6.0 26+25 0.16 0.78 0.12 8.80 1.10 0.00 1.10 0.012 0.020 7.04 1.00 0.14 0.020 1.00 0.34 0.17 0.17 0.08 9.66 0.62 0.14 0.83 0.91 0.19 100yr Storm Check NOTE: THE GRATES FOR THE DI -213 CURB INLETS WERE USED WHEN CALCULATING THE INTERCEPTED FLOWS FOR THE 100YR STORM EVENT. CURB INLETS ON GRADE CURB SAG INLETS ONLY 9/14,/1 1 INLET v v v v -v-v v v v v AS -BUILT PLAN -- - - REG -- 2/27/13 - - ----- ---- - _ -- -_- - WWA PROJECT NUMBER: 208026.02 COUNTY: ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT ENCiINEERS SURVEYORS PLANNERS _ -_ - = PO Box 4119 3040 Avernore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: -434 316.6080 Phone 434.984 2700 .w�a5s��i,zs.jlet - NE` '"�NE0 BY: JDB - ---- --- - --- [)RI VN Lay: REG Intensity 6.50 - FROM POINT TO POINT �, RUN- OFF COEF Q 0 INLET TIME (Tc) RAIN FALL (110) RUNG Q (v O LENGTH O DIA �� e}- VEL (FULL) FPS FLOW TIME SEC REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) n a C UPPER LOWER FT FT/FT IN CFS END END e. D f S C I F L I N E. . U 2 3 4 5 6 7 -. 9 U 11 12 13 14 N ,� O 18 19 .. 21 N 46.8 46.7 _� 0.90 0.04 L 5.0 6.7 0.2 v v C 0.0578 15 0.010 20.3 rn .-. 3.1 511.24 6.12 46.8 46.7 46.6 0.00 0.90 0.00 0.04 5.1 6.6 0.2 502.00 501.43 27.6 0.0207 15 0.010 12.1 9.9 2.8 508.50 6.50 46.7 46.6 46.5 0.09 0.85 0.08 O 5.1 to 0.7 W m W 77.6 0.0672 15 0.010 21.8 i ,F r, L a� O 4.18 to N •p •p aro o ° N p X l? o tC *' C o s O W = C G) _0 m L O d a) =- O -a CU h T W U REMARKS 46.9 n, tM CO 0.15 0.15 5.0 c .. > LL = ° < 15 0.010 10.9 ,� L_ N 4- 501.91 N 46.9 o ++ h y .i L1 > p O a R s � Z 0 h > U CO U7 ' 46.5 46.4 J V L C) 5.2 V$ 2.4 494.35 O N 198.9 0.0262 N 0.010 vO- i� O U ?�' O O a a � its - 0.80 2.02 2.37 5.5 is C) 488.04 V o U �• 4a •• ; �. >0 Includes flows from Block D1 494.29 �' 46.4 O 46.2 cC 0.80 0.13 J 5.5 6.5 L 487.12 C] 167.4 0.0103 co (O W li 9.5 Z h +. +. N 46.3 46.2 46.1 O Z L 2.60 , C) 6.4 (n O 482.41 4) (n 24 t (D ++ L 32.9 + v ~ L .0 a) C) L R O S 0.85 () Or 6.2 6.3 F- W O O 84.9 R C 24 0.010 r r CJ' tC O 0 ++ 4- > 46.1 (3 p 1.85 a 137 CL a. II - X U) C) O .r ' ' O. C �'' c <) __ Q f1 •- Q h DI -7 W - (i7; ' V p a F=cc O O 43.6 43.5 0.56 0.81 0.45 0.45 7.0 6.1 2.8 .. 486.04 25.7 Z 15 41S 12.8 m 2.5 Includes flows Bond St. 494.33 7.70 43.6- d 43.4 X 0.90 0.00 0.45 7.0 6.1 W N 65.4 0.0157 15 r 10.6 C1 d ST 38.3 493.90 7.96 h 43.4 43.3 0.55 0.80 0.44 0.89 7.2 6.0 5.4 484.81 484.39 46.9 0.0090 18 (n N 7.3 6.4 W 7.65 43.4 43.3 43.2 N h 0.26 1.15 7.3 6.0 6.9 484.19 483.18 97.3 0.0104 i7 21.0 46.9 DI -2B 10.0 12+55 0.19 0.80 0.15 8.80 1.34 0.00 1.34 0.068 0.020 3.03 2.00 0.66 0.083 4.15 0.99 0.29 0.15 0.16 11.07 0.90 0.19 1.00 1.34 0.00 43.1 43 0.20 0.80 0.16 4.19 100yr Storm Check 46.8 -3B 6.0 11+25 0.04 0.90 0.04 8.80 0.32 0.00 0.32 0.027 0.010 5.86 1.00 0.17 0.010 1.00 0.39 0.17 0.17 0.08 7.33 0.82 0.06 1.01 0.32 0.00 100yr Storm Check 46.6 EDI 8.0 11+99 0.09 0.85 0.08 8.80 0.67 0.00 0.67 0.068 0.010 1.74 ! 2.00 1.15 0.083 8.30 1.00 0.31 0.16 0.17 8.24 0.97 0.14 1.00 0.67 0.00 100yr Storm Check 46.5 DI -2B 8.0 12+77 0.11 0.85 0.09 8.80 0.82 0.00 0.82 0.058 0.020 1.93 2.00 1.03 0.083 4.15 1.00 0.29 0.15 0.17 8.56 0.93 0.16 1.00 0.82 0.00 2.3 489.93 7.10 22.1 100yr Storm Check 46.4 DI -2B 8.0 14+69 0.30 0.80 0.24 8.80 2.11 0.00 2.11 0.020 0.020 6.69 2.00 0.30 0.083 4.15 0.77 0.29 0.15 0.13 10.58 0.76 0.26 1.00 2.11 0.00 63.6 480.06 478.40 26.31 0.0631 48 100yr Storm Check 46.3 DI -2B 8.0 14+69 0.16 0.80 0.13 8.80 1.13 0.00 1.13 0.020 0.020 4.47 2.00 0.45 0.083 4.15 0.92 0.29 0.15 0.16 7.41 1.08 0.22 1.00 1.13 0.00 43 42 0.00 0.85 0.00 100yr Storm Check 46.2 DI -2B 6.0 16+40 0.12 0.80 0.10 8.$0 0.84 0.00 0.84 0.010 0.020 4.67 2.00 0.43 0.083 4.15 0.91 0.29 0.15 0.15 5.37 1.12 0.22 0.99 0.84 0.00 100yr Storm Check 46.1 DI -2B 6.0 18+76 0.15 0.85 0.13 8.80 1.12 0.00 1.12 0.010 0.020 5.66 2.00 0.35 0.083 4.15 0.85 0.29 0.15 0.14 6.29 0.95 0.24 1.00 1.12 0.00 100yr Storm Check 43.4FDI-2B 6.0 16+15 0.31 0.65 0.20 8.80 1.77 0.00 1.77 0.010 0.020 7.35 2.00 0.27 0.083 4.15 0.73 0.29 0.15 0.13 8.23 0.73 0.27 0.98 1.73 0.04 21.3 7.1 488.28 10.92 1_ 42 100yr Storm Check 43.3 7.65 4.0 16+66 0.07 0.80 0.06 8.80 0.49 0.04 0.54 0.010 0.020 3.16 2.00 0.63 0.083 4.15 0.99 0.29 0.15 0.16 4.26 0.940.19 1.00 0.54 0.00 100yr Storm Check 43.2 6.0 17+70 0.18 0.85 0.15 8.80 1.35 0.00 1.35 0.010 0.020 6.31 2.00 0.32 0.083 4.15 0.80 0.29 0.15 0.14 6.99 0.86 0.25 1.00 1.35 0.00 6.35 40.1 100yr Storm Check 43.1 DI -2B 6.0 19+42 0.20 0.80 0.16 8.80 1.41 0.00 1.41 0.010 0.020 6.47 2.00 0.31 0.083 4.15 0.79 0.29 0.15 0.14 7.18 0.84 0.26 1.00 1.41 0.00 240.26 0.0139 48 0.010 220.4 17.5 100yr Storm Check 42 DI -3B 10.0 21+14 0.24 0.75 0.18 8.80 1.58 0.00 1.58 0.010 0.020 8.36 1.00 0.12 0.020 1.00 0.29 0.17 0.17 0.07 11.40 0.88 0.17 0.98 1.55 0.04 0.13 0.85 0.11 0.11 5.0 6.7 100yr Storm Check 41 DI -3B 8.0 22+68 0.24 0.60 0.14 8.80 1.27 0.00 1.27 0.010 0.020 7.69 1.00 0.13 0.020 1.00 0.31 0.17 0.17 0.07 10.05 0.80 0.15 0.94 1.19 0.07 14.7 8.3 2.7 accounted for at ST41 479.23 7.43 100yr Storm Check 40 DI -36 6.0 23+78 0.08 0.60 0.05 8.80 0.42 0.00 0.42 0.026 0.020 4.26 1.00 0.23 0.020 1.00 0.51 0.17 0.17 0.11 6.71 0.89 0.09 0.98 0.42 0.01 12.6 4.9 131. 469.79 469.19 32.79 100yr Storm Check 39 DI -3B 8.0 26+25 0.21 0.61 0.13 8.80 1.13 0.00 1.13 0.012 0.020 7.11 1.00 0.14 0.020 1.00 0.33 0.17 0.17 0.08 9.81 0.82 0.14 0.95 1.07 0.05 479.42 10.41 39.1 38 37 0.00 100yr Storm Check 40.1 DI -313 8.0 23+78 0.12 0.85 0.10 8.80 0.90 0.00 0.90 0.026 0.020 5.65 1.00 0.18 0.020 1.00 0.41 0.17 0.17 0.09 10.28 0.78 0.11 0.93 0.84 0.06 460.97 164.40 0.0146 48 0.010 226.2 100yr Storm Check 39.1 DI -3B 6.0 26+25 0.16 0.78 0.12 8.80 1.10 0.00 1.10 0.012 0.020 7.04 1.00 0.14 0.020 1.00 0.34 0.17 0.17 0.08 9.66 0.62 0.14 0.83 0.91 0.19 100yr Storm Check NOTE: THE GRATES FOR THE DI -213 CURB INLETS WERE USED WHEN CALCULATING THE INTERCEPTED FLOWS FOR THE 100YR STORM EVENT. NOTE: FLOWS FROM THE 100YR STORM EVENT WERE USED TO SIIZE THE PIPES IN THE STORM SEWER COMPUTATIONS INLETS IN SUMP, DESIGN (CURB SPREAD AND IINLET SPREAD AND DEPTH) STORM SEWER DESIGN COMPUTATIONS 9/14,/1 1 v v v v -v-v v v v v AS -BUILT PLAN -- - - REG -- 2/27/13 - - ----- ---- - _ -- -_- - WWA PROJECT NUMBER: 208026.02 COUNTY: ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT ENCiINEERS SURVEYORS PLANNERS _ -_ - = PO Box 4119 3040 Avernore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: -434 316.6080 Phone 434.984 2700 .w�a5s��i,zs.jlet - NE` '"�NE0 BY: JDB - ---- --- - --- [)RI VN Lay: REG Intensity 6.50 - FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF I CA INLET TIME (Tc) RAIN FALL (110) RUNG Q INVERT ELEVATIONS LENGTH SLOPE DIA MANNING' n CAPA- CITY (FULL) VEL (FULL) FPS FLOW TIME SEC REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. C INCRE- ACCUM- MIN MENT ULATED IN/HR CFS UPPER LOWER FT FT/FT IN CFS END END FT FT D f S C I F L I N E. . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 (22) 46.8 46.7 0.04 0.90 0.04 0.04 1 5.0 6.7 0.2 505.12 502.20 50.48 0.0578 15 0.010 20.3 16.5 3.1 511.24 6.12 46.8 46.7 46.6 0.00 0.90 0.00 0.04 5.1 6.6 0.2 502.00 501.43 27.6 0.0207 15 0.010 12.1 9.9 2.8 508.50 6.50 46.7 46.6 46.5 0.09 0.85 0.08 0.11 5.1 6.6 0.7 501.23 496.02 77.6 0.0672 15 0.010 21.8 17.8 4.4 505.41 4.18 46.6 m aro o ° o ° 3 d s 46.9 46.5 0.19 0.80 0.15 0.15 5.0 6.7 1.0 495.56 494.55 60.1 0.0168 < 15 0.010 10.9 8.9 6.8 501.91 6.35 46.9 pQ y .i m x m ; 'S > C9 C3 CO U7 ' 46.5 46.4 0.11 0.85 0.09 0.36 5.2 6.6 2.4 494.35 489.14 198.9 0.0262 15 0.010 13.6 11.1 17.9 500.49 6.14 46.5 46.4 46.3 2.52 0.80 2.02 2.37 5.5 6.5 155 488.04 487.22 52.9 0.0155 24 0.010 36.7 1 11.7 4.5 Includes flows from Block D1 494.29 6.25 46.4 46.3 46.2 0.16 0.80 0.13 2.50 5.5 6.5 16.2 487.12 485.39 167.4 0.0103 24 0.010 30.0 9.5 17.5 494.30 7.18 46.3 46.2 46.1 0.12 0.80 0.10 2.60 5.8 6.4 16.6 485.29 482.41 231.0 0.0125 24 0.010 > 32.9 10.5 22.0 492.14 6.85 46.2 46.1 43.1 0.15 0.85 0.13 2.73 6.2 6.3 17.1 482.21 481.47 84.9 0.0087 24 0.010 27.5 8.8 9.7 490.01 7.80 46.1 all 1.85 0.8 6 1.573 10.22 0.00 10.22 ST 22.1 DI -7 n/a 10.2 (i7; ' n/a e 2 3 Temporary Structure 43.6 43.5 0.56 0.81 0.45 0.45 7.0 6.1 2.8 486.63 486.04 25.7 0.0229 15 0.010 12.8 10.4 2.5 Includes flows Bond St. 494.33 7.70 43.6- 43.5 43.4 0.00 0.90 0.00 0.45 7.0 6.1 2.7 485.94 484.91 65.4 0.0157 15 0.010 10.6 8.6 7.6 ST 38.3 493.90 7.96 43.5 43.4 43.3 0.55 0.80 0.44 0.89 7.2 6.0 5.4 484.81 484.39 46.9 0.0090 18 0.010 13.0 7.3 6.4 492.46 7.65 43.4 43.3 43.2 0.29 0.88 0.26 1.15 7.3 6.0 6.9 484.19 483.18 97.3 0.0104 21 0.010 21.0 8.8 11.1 491.94 7.75 43.3 43.2 43.1 0.18 0.85 0.15 1.30 7.5 1 5.9 7.7 482.98 481.47 1 172.3 0.0088 30 0.010 50.1 10.2 16.9 490.93 7.95 43.2 43.1 43 0.20 0.80 0.16 4.19 7.7 5.9 24.6 481.27 479.16 69.5 0.0304 30 0.010 93.2 19.0 3.7 489.22 7.95 43.1 23 22 - 9.21 11.74 5.0 46.5 483.83 480.20 240.15 0.0151 42 0.010 161.2 16.8 14.3 Future Development Flow 499.08 15.25 23 22.1 22 1.85 0.85 1.57 1.57 7.0 6.1 9.5 482.83 482.11 28.1 0.0256 18 0.010 21.9 12.4 2.3 489.93 7.10 22.1 22 43 2.28 0.85 1.94 12.72 11.98 5.0 63.6 480.06 478.40 26.31 0.0631 48 0.010 470.3 37.4 0.7 From Block E1 489.81 9.75 22 43 42 0.00 0.85 0.00 16.91 j 12.0 5.0 84.6 478.22 477.58 92.46 0.0069 48 0.010 155.8 12.4 7.5 489.27 11.05 43 42.1 42 - - 7.2 478.26 477.37 61.50 0.0145 15 0.010 10.1 8.3 7.5 4811.74 3.48 42.1 42 41 0.24 0.74 0.18 17.09 12.1 5.0 85.1 477.36 474.27 151.07 0.0205 48 0.010 267.8 21.3 7.1 488.28 10.92 1_ 42 41 40 7.65 0.85 6.50 23.59 12.2 5.0 117. 474.07 473.52 96.48 0.0057 48 0.010 141.4 11.2 8.6 486.84 12.77 41 40.1 40 0.14 0.80 0.11 0.11 5.0 6.7 0.7 476.75 476.24 26.7 0.0191 15 0.010 11.6 9.5 2.8 483.10 6.35 40.1 40 39 0.12 0.85 0.10 23.80 12.4 4.9 117.5 473.32 469.99 240.26 0.0139 48 0.010 220.4 17.5 13.7 483:14 9.82 40 38.2 38.3 0.13 0.85 0.11 0.11 5.0 6.7 0.7 472.36 472.01 29.2 0.0120 15 0.010 9.2 7.5 3.9 479.24 6.88 38.2 38.3 39 7.12 0.4 2.85 2.96 25.0 3.5 10.5 471.80 471.54 22.7 0.0115 18 0.010 14.7 8.3 2.7 accounted for at ST41 479.23 7.43 38.3 39 39.1 0.21 0.61 0.13 26.89 12.6 4.9 131. 469.79 469.19 32.79 0.0183 48 0.010 253.3 20.2 1.6 479.59 9.80 39 39.1 38 0.16 0.85 0.14 27.02 12.6 4.9132.3 469.01 465.51 262.43 0.0133 48 0.010 216.2 17.2 15.3 479.42 10.41 39.1 38 37 0.00 0.85 0.00 27.02 12.9 4.9 31.._ 465.31 463.55 115.53 0.0152 48 0.010 231.1 18.4 6.3 475.76 10.45 38 37 44 0.00 0.85 0.00 27.02 12.9 4.9 -1 131.;2 463.37 460.97 164.40 0.0146 48 0.010 226.2 18.0 9.1 473.32 9.95 37 44 45 0.00 0.85 0.00 27.02 13.0 1 4.8 130. 460.78 458.91 175.82 0.0106 48 0.010 193.1 15.4 1 11.4 To Interim North SWM 470.71 1 9.93 1 44 NOTE: FLOWS FROM THE 100YR STORM EVENT WERE USED TO SIIZE THE PIPES IN THE STORM SEWER COMPUTATIONS INLETS IN SUMP, DESIGN (CURB SPREAD AND IINLET SPREAD AND DEPTH) JDB JDB 9/14,/1 1 v v v v -v-v v v v v AS -BUILT PLAN -- - - REG -- 2/27/13 - - ----- ---- - _ -- -_- - r00 TH OF r r �� U EARL W.MOTTLEY y ,, �.1c. No. �162s � _. _ �7 ,w SUR V N 1 AS -BUILT SHEET 7 O F 8 ENCiINEERS SURVEYORS PLANNERS _ -_ - = PO Box 4119 3040 Avernore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: -434 316.6080 Phone 434.984 2700 .w�a5s��i,zs.jlet - NE` '"�NE0 BY: JDB - ---- --- - --- [)RI VN Lay: REG Intensity 6.50 - (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and ens i i _ ----- JDB I -_ - __ _- - -- - - s JDB Mannings Coefficient, n is 0.013 - - --- -_-- - ----- - - - - -- - --- _ --- - - -- STORM DRAIN COMPUTATIONS - -- - --- ----- - - -- -- - -- L��f��� BY: HFN -_- --- ---_ - -- -.--- SHEET N UMB E F 2 O Q f 2 7 -------- -- b ll,`A NUMBER: 208026.02 Inlet D f S C I F L I N E. . ;Hydrology • DATE. 6/1 �,r'1 1 --- -- `Curb and Gutter I? - - --- ----- SHEET REVISION BY ;Inlet - ---- - NO. BY - Dl7TE DAME CL in N i RY cn F O N (0 j Q I a O C O Cn N N€ �a Q O N' g? �'. o ��. o s 3 c m aro o ° o ° 3 d s J F- £ O O ..'S Q „` co pQ y .i m x m ; 'S > C9 C3 CO U7 ' (A U7 F- ' 111 0 a .,I...: CC all 1 2.71 10.85 12.3041 14.97 0.00 14.97 ST 43.6 r DI -7 1 n/a 15.0 0:80 n/a 2.80 Temporary Structure all 1.85 0.8 6 1.573 10.22 0.00 10.22 ST 22.1 DI -7 n/a 10.2 (i7; ' n/a e 2 3 Temporary Structure Temporary Structure all 17.12 1 0.4C0 12.8481 13.60 0.00 13.60 (Used Flow from Pipe ST 38.3 DI 7 n/a 13.6 0.80 n/a 2 $4 , ,°` Cales) 1 -_ - 4 6 --- ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON STONEFIELD BOULEVARD ---- _- ---- -- - - -_ - - _--- SEE NOTE 2 ON DWG. C-1 PRIVATE STREET DESIGN,' REVISED PIPE CALCULATIONS TO SHOW NEW INVERTS - - -- -- -- - - - - --------- - _-- -- -- ----_.------ - S/IE! E NFO -IDN JDB JDB 9/14,/1 1 v v v v -v-v v v v v AS -BUILT PLAN -- - - REG -- 2/27/13 - - ----- ---- - _ -- -_- - r00 TH OF r r �� U EARL W.MOTTLEY y ,, �.1c. No. �162s � _. _ �7 ,w SUR V N 1 AS -BUILT SHEET 7 O F 8 ENCiINEERS SURVEYORS PLANNERS _ -_ - = PO Box 4119 3040 Avernore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: -434 316.6080 Phone 434.984 2700 .w�a5s��i,zs.jlet - NE` '"�NE0 BY: JDB - ---- --- - --- [)RI VN Lay: REG E f�OJECT: AMENDMENT TO STONEFI ELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 6 - --- - - -- --_ - --_---_-___ -- _ ____-- - -- - _ _- ---- ___- --_- _- - -- - - -- -_--_---_- - -- ----- __-- - --- - - __ _-- - - ---_ _ ----- JDB _ -- - - 12/2:2/11 -_ - __ _- - -- - - DRAWING NUMBER: - JDB 3/9/ 12 - - --- -_-- - ----- - - - - -- - --- _ --- - - -- STORM DRAIN COMPUTATIONS - -- - --- ----- - - -- -- - -- L��f��� BY: HFN -_- --- ---_ - -- -.--- SHEET N UMB E F 2 O Q f 2 7 -------- -- b ll,`A NUMBER: 208026.02 -- - - - - - f 1 L F- NA M F: 802602c_c-20 (As-eu„i, D f S C I F L I N E. . � ` � C, A E_ E . H: AS SHOWN v: NIA • DATE. 6/1 �,r'1 1 --- -- ----____-- - - NO, - - --- ----- SHEET REVISION BY - ---- - NO. BY - Dl7TE DAME rn 3 •v m N I U UI N 0 cn N 0 00 co I Q rn a a� CL v U 'L7 C to J ai v, v c 0 0 v 0 a O QO 0 N U v CL 0 L v c9 0 00 0 N 9 -- _ 21- � �� -' J _. 1 J�ti� - �RAPI <`�� c� '! ) ��' THE TWO TREES WILL BE IN ELSEWHERE ON THE lk I TOWN CENTER SITE BASED ON DIRECTION AND!NITH ;,� p --- I I APPROVAL OF ALBEMARLE COUNTY ZONING -OFFICIAL! f"' A C� 2 - i W I , �. u\ �\ z -Qur)I F' _ncz / z CSS IF THIS DRAWING IS A REDUCTION "� ti �- j ' �I yI / F71 QUPH-� �._; PI_AC2 / m GRAPHIC SCALE MUST BE USED �y ° -� / QUIDII ��Irl QePll c� �� - tiLH i QUP���\. __ — -- n rla / \ _ — �� LUPI i ( PLAC2� II \ C�) QUPLL- \ - ��UPH /� W � C Qui Lnc;2 Q w SCALE: 1 = 50 � �I� �� ,o �-- ���uPf i \ q, � �, / QUPH C�UPIi- j �',' J �.a I--PI_A�Z \ /) QUA Ei V/ LAC;' �� rl-- AS -BUILT TREE AS -BUILT TREE = z I s -r * --- PLA U II / UN TREE�OT AS -BUILT TREE 50 0 50' ,i _ l- J LOCATION \ LOCATION = - I \ /' - L h'; / PLAcz-� r �`'FIAI_I_ c � � INSTAL LE[� � � LOCATION �� ,� ASjBUILT REE� y l i C - \ P j LAC2 � \qS-.ULT � ---- I� „�, -, \,� � ,, I � <� I � �I.00ATI9N ,,� I�-- �'v _ TREE �Oq,A\Tl ON — - - LL -I - —-- -- -- - - - � � _ A - .. ,:. I_ - - 1• A � - �` - -_ - - - .. - , - -- __ -- • r r �°lir if -3f 7 r 7 a - F - 7 n -,. - . I : O.. w> - 2O - 1 r� EUU IC 0 ,� — _ — l / -= --_ — - -- - - - (n - 7;;�:s�-I \ �\ I LOfv10- JUC, 12 /- - - -��-� i -I��o - u DI.S'�RIC AVE� J �S r) -- - -- - - _ - - F i 4 / - ` y. , � IUIUU r nP,_._ z - -.TF- - f h,H� J� -_- -- � REE NOT :P;�- --! - a% - ,- _. --- ��, AS UILT TRE l �,o l — / �. ----- \- :�, INSTALLED 1 4_1 %AS-BUILEEOCATION — — - - --�- T, l C I . \.. / I I t.:� - -. i./ ..-vv _--.--- --- ------ ---- •dam I - --- - ,� �_I.1-/ ��( °� T TR _ E_ ---- - -LOCA AS -BUILT TREEAS-BUILT TREE LOCATION LOCATION TION _ - - -- -Lf�E7 ig -- 7-711,7- ,, — - --- I I- rt A -I- I c� )UPI -1- _ /- -- 12 - -- - - V - QV_T1 1if�l �-1- � -- �� L�AI�I<Irdc�I L , I � I r _ - _-.- = ; -. - - --- _ cl?��PI I-� --\__ ------ � c� � - _ \ f Lf,._z __ N F - r `E r E I \ / N01� If 0( _ - - I ---- - - - - ,\ ALL BUSHES AND _ I I ��E-X -, I, -- ---- a----'-- I _ \ \ O - -.- TREES ARE ACCOUNTED FOR Y. _ 0 ACCL_S CJI II- (�, �UUI II IN SIMi AR OCpTI ��jN io �r LN� 1 f '1GII� Dl (t} !( I - VACATED) _ i (f0 F3( VA �- ��, , ,_LANG - - - - - - - - - -- ,� �I.�F 1 f- - 13f NC`I 1 I,11[�_K -- I I/ J'C_ c1 UI)i I- u> III ° ' \ _._ - \ \ ASPHALL PARKIN(, /I . _ ---- - 1 1 I I I IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' CIO ALBEMARI E PLAC\- L�til�, LEC / I D.B �>48:�, ,�G 698 i f 3 1 1).B. 19410), I'G/117, 121 (PLAT) / D. H. 1892�G. :16U, 571 (PLAT) � I --�96 - I / / ZONED NMD U) THE TWO TREES WILL BE INSTALLED ELSEWHERE ON THE / TOWN CENTER SITE BASED ON DIRECTION AND yYITH APPROVAL OF ALBEMARLE COUNTY ZONING -OFFICIAL r� ;��; � / � � �� LLJ Ld P(AC2-- > _ I T- tau► f.1 rC /PLAC --\ / mIC) � LI:., PLAc2- \ St - PLAc2- v> (�' � � I � �U __QUPI �� .I PLACE / / n \ PLACL� � - \\' / / {� AS BUILT RE m �. / 'LAC 2 \� / P1 AC 1- / �I C> _� OCAT19N --� 0�' - ��, F)LAc 2 b c F) L'1_AC2 � �Z FILAC2 r � - — _ - E r Ac - - A( c \' 1L C2 �\ WATER LINES/TO B I -Ac DESIGNED CINDER Y1 _ - == P \ SEPART SITE PLANS I ----- ---- - - - - -- - -- i n3f7• n -r if 7 - . -F L/':c,2 \ IBtUD 19 IOC _ — - / ��Z - _ - - .�. i -C14 r" 93 - - - - - DIS ICS z - -_---- : =F / N --- ----- -- ----- I BUILT TREE -� � - -- - — \ 1'\ - ,, - - -- -- -- - - �� i — - C�CATION ' - -- -- - - ---- -- --,_ / �k AS -BUILT TRE\\- \�-- \-- ---�II.S� - IcLfLOCATION — - - - - --{ — -') - - - - r .�.) 2 1 .5 ,A.la 5�.)i-.2 ) '`. P LAU2- - � - - - ��.,✓P'. � I LA(�.- _ ----- --- 622y Nr / �l _r / ,ir l tl-- /,� / r/L C2- f� tT W- y f _ - I �-�EP Iq - T\�\ \ \ - / I �I ( �� 1 LAc' A LAUD ) _ -- -- _ N/I NOF III 0 O( UP Iiti� L Lnc2 ° ° = - - -- - -- �, �- rY I \r_i ALL BUSHES AND _ \ \ - CC1F�1 L LAU� IN °°°---Y �° �i C ,- TREES ARE ACCOUNTED �Y81 L �S ) - - �� » �C FOR \--, - -- Vic) _D LI f I cz � - - I I_Ac2_ °° IN/SIMILAR OC TI N I � � ,. \ --- — --- - _LAND U) L.�-� Ul)S� DIAL I LSr NC I f iA4�(�K II Nc. r Eti V/-,1-1ON 482 5� ==- _ \ \, --\� ,� I I I cal ,. \ ASPHALT - --- C`�'/ 37> v . � -- _ - - - L ! hKl�c ��c ,% 4 'Ln I \ \ \ Lll�.Al [1_ Lt/ \Ai 1;�J L I Il / LANDSCAPE NOTE: "ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." SEE DRAWING No. C-25 FOR PLANTING SCHEDULE, KEY AND ALL LANDSCAPE TABULATIONS; DETAILS; TREE PROTECTION NOTES AND LANDSCAPE SPECIFICATIONS. 1 4 _ - N0. REVISED STREET TREES PER VDOT COMMENTS --- PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C 1 ------- - _ - - -- - -- -- - - `)t if E 1 r�El✓I::�10!vL JDB 9/14/111 AS -BUILT PLAN REG - - - 2/27/13 ------- -- ��r,, Tx of � ;�� � /� �, G EARL W. OTTLEY y Lilc. No. 1625_ '� '� 0�N UR �� AS —BUILT SHEET 8 0 F 8 ENGII�VEERS SURVEYORS PLANNERS A AsSOCIATES PO Box 4119 3040 Avemora Square Pl. Lynchburg, VA 24502 Charlottesvrll.. VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 W�P•°.� °�°s°°�ates.ntif r;EsiCNEr_) BY: JDB - -- - - --- ����A�✓�� �)Y: KTM REG PROJECT: AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ___-- ____----_—__--._.ALBEMARLECOUNTY, VIRGINIA SET FZEV. NO. 6 --- JDB --- - 9/22/111 - -- -- - - --- - - - - - - - - - - ___- _ _-- -_j UPDATED STREET NAMES PER COMMENT REG 4/03/13 - _--- - r_)F�Avvw�� NUMBER: —24 --- - ---- - DATE - - — __— - - - LANDSCAPE PLAN AND DETAILS - - - ---- ---- -- - BY DIOR BY: HFW ✓v� q/f1 NUMBER.- 208026.02 ` H E E T NUMBER: N0. SHEET REVlSI0N - � � _ -, I NAME: r 802602C_C-24 As—Buil ` . �, _ , rr V: NIA _ , DA 6116111 C3Y P/17 E�