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HomeMy WebLinkAboutWPO201100036 Correspondence 2016-05-04rn 3 a m I 0 I U UI N O c0 N O 00 i m I Q 3 a a� CL v U v c v J 0 a 0 0 N O N O 00 O N U CL a� CIDi O Q N O 00 O N i 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 AMENDMENT TO ALBEMARLE COUNTY. DRAWING NO. TITLE C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 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 AS -BUILT SHEET INDEX COVER SHEET PROFFERS GENERAL NOTES AND LEGEND EARTHWORK SPECIFICATIONS WPO# 2011-00036 DISTRICT AVENUE ROAD PLAN VIRGINIA VDOT, ROAD AND PAVEMENT CONSTRUCTION NOTES AS -BUILT ROAD & DRAINAGE PLAN EXISTING SITE CONDITIONS STONEFIELD BOULEVARD OVERALL PLAN AND SHEET LAYOUT PROFILE — STA. 20+50 TO STA. 26+75.17 GRADING PLAN PAVEMENT MARKING AND 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 VDOT STANDARD DETAILS VDOT STANDARD DETAILS STORM DRAIN PROFILES STORM DRAIN PLAN AND PROFILE STRUCTURES 45 TO 22 STORM DRAIN COMPUTATIONS y� DRAINAGE AREA MAP 01 BIOFILTER DETAILS AND CALCULATIONS BMP CALCULATIONS LANDSCAPE PLAN AND DETAILS LANDSCAPING DETAILS, NOTES AND SCHEDULES BIOFILTER LANDSCAPE PLAN ROADWAY PHOTOMETRIC STUDY 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 STONEFIELD 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 WITH HOUSTON STREET, ADDITION OF THE RIGHT TURN LANE AT THE INTERSECTION WITH BLACKBIRD LANE, REVISIONS TO BIOFILTER ON STONEFIELD BOULEVARD (DISTRICT AVENUE), AND 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. 1 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 N0. SHEET REVISION JDB 9/14/11 JDB 9/27/11 JDB 12/22/11 JDB 1/27/12 JDB 3/9/12 BY I DATE I NO. AS—BUILT PLAN UPDATED STREET NAMES PER COMMENT SHEET REVISION VICINITY MAP SCALE: 1 "=2000' Ill FASHION SQUARE MALL C:�D -e� -I- ���QD �CEDAR HILL REGI 2/27/13 REGI 4/03/13 BY DATE C1 -III lC it C24 SPERRY MARINE o� 1 �\, F_. PRELIMINARY PLAN EXHIBIT (FOR REFERENCE ONLY SCALE: 1 "=400' ~� 4_IVI�; v EARL W. MOTTLEY y Lie. No. 1625 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. W -W ENGINEERS En SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED PROJECT AMENDMENT TO JDB STONEFIELD BOULEVARD ROAD PLAN DRAWN BY: KTM REG ALBEMARLE COUNTY, VIRGINIA TITLE: D/HR BY:- COVER SHEET HFW WWA NUMBER: FILE NAME: DISCIPMNE: SCALE: DATE: 208026.02 802602@_6-01 (As—Buri .l h H: AS SHOWN 6116111 V: N/A SET REV. NO. 6 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 27 SIT q-�Fr o� SEMINOLE SQUARE SHOPPING y� CENTER 01 G HWY 29250 �q BYPASS PO�9�, G VICINITY MAP SCALE: 1 "=2000' Ill FASHION SQUARE MALL C:�D -e� -I- ���QD �CEDAR HILL REGI 2/27/13 REGI 4/03/13 BY DATE C1 -III lC it C24 SPERRY MARINE o� 1 �\, F_. PRELIMINARY PLAN EXHIBIT (FOR REFERENCE ONLY SCALE: 1 "=400' ~� 4_IVI�; v EARL W. MOTTLEY y Lie. No. 1625 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. W -W ENGINEERS En SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED PROJECT AMENDMENT TO JDB STONEFIELD BOULEVARD ROAD PLAN DRAWN BY: KTM REG ALBEMARLE COUNTY, VIRGINIA TITLE: D/HR BY:- COVER SHEET HFW WWA NUMBER: FILE NAME: DISCIPMNE: SCALE: DATE: 208026.02 802602@_6-01 (As—Buri .l h H: AS SHOWN 6116111 V: N/A SET REV. NO. 6 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 27 3 m I rn 0 I U I U N O �0 N O 00 'S Q0 I Q 3 N CL 0 U U) C O J N O 0 O 0 0 0 N O N O 00 0 N Q) U 0 QL Q) Z 0 Q) Q c0 N O 00 O N i S5 a NOTE: !� WATER AND SANITARY SEWER UTILITIES TO BE DESIGNED UNDER SEPARATE SITE PLANS. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' E_" ii 50' 0 50' CONNECTION NOTE: CONNECT TO EXISTING HYDRAULIC ROAD IMPROVEMENTS PLAN BY VIKA (WP02008-00068) IN LINE AND ON GRADE. PROVIDE SMOOTH TRANSITION AND ENSURE POSITIVE DRAINAGE. I \ � N NOTES: � I � � 1. =TRAFFIC ANALYSIS IINT�RSECTION LABELS 115 , z I 2. INTERSECTION O IS 4 -WAY STOP CONDITION. V o 3. INTERSECTIONS O7 AND 6 ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 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PROVIDE SMOOTH TRANSITION AND ENSURE POSITIVE DRAINAGE. I \ � N NOTES: � I � � 1. =TRAFFIC ANALYSIS IINT�RSECTION LABELS 115 , z I 2. INTERSECTION O IS 4 -WAY STOP CONDITION. V o 3. INTERSECTIONS O7 AND 6 ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 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CD - w°��~ ���') zc~i)o wm�c~no wMU~0 wli m�cco00 zoo wc~n0 ¢ w m�U) QD DISTRICT AVE BEN K INGRESS EGRESS / IROCL I I 4I w m EASMENT D.B. - PLAN I cz</ ELE N = 482.3 4135 PG. 215 STA. 10+00 TO STA. 20+50 n ROAD CLASSIFICATION - URBAN COLLECTOR m J nrcir-ni QDDDn _ ')r� AADu I i \ \ \ \ \ \ \ \ ROAD CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH 0 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED VERTICAL JDB 9/14/11 U CURVE AT STA. 15+08.23 AND STOPPING SIGHT DISTANCE TO PROFILE, LU REVISED MEDIAN AT MAIN STREET INTERSECTION Z_ o 2 J z JDB 9/27/11 2 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 5 ADJUSTED MEDIAN AT DISTRICT AVENUE AND BOND STREET INTERSECTION; JDB a � ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER. C) NO. SHEET REVISION BY DATE NO. I I W N O J � cn n EX 22 ti LE - v S-1 R=224' - EX 21 +0 42 P 2 BIOFILTER REFER TO DWG NO. C-22 FOR BIOFILTER DETAILS /7 1-- o z k0 � N Q z o �� � Q0 m m P o = �Qcn Qoo or- 0NcO m OCj N m oo Jz �zN00 o�� oo �)) 22 oN� -Q -Z CO LO _ �Lj_J _�C Q -0ff� c� m ,-� ~m,'0) mQ oC:) QNB Q_� S ENIN �� oar I I n 0� �� + 00Ln �m �N m I �o Qo ON�N ® 0�� 0�� - wo ARKIN I � 't 00 0 m+ I Dom+ m0+ �'�'�w+ m+ m+ PREF IELD TCWNCEN ER m+ :5 �+ `�" ' �' ) Q I ``) '� m FINAL SITE PLAN AM ENT FOR c� °? z Q N Q N I I W �� z a z C� Ld 0 z c� w U z w > N z N w w C� w w �° LUL,vLdCvCn oQ� o0UQL, o0Q� o Q�� oQL oQ� �7E'�AILS. CD - w°��~ ���') zc~i)o wm�c~no wMU~0 wli m�cco00 zoo wc~n0 ¢ w m�U) QD DISTRICT AVE BEN K INGRESS EGRESS / IROCL I I 4I w m EASMENT D.B. - PLAN I cz</ ELE N = 482.3 4135 PG. 215 STA. 10+00 TO STA. 20+50 n ROAD CLASSIFICATION - URBAN COLLECTOR m J nrcir-ni QDDDn _ ')r� AADu I i \ \ \ \ \ \ \ \ ROAD CLASSIFICATION - URBAN COLLECTOR DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH N/F VP6W R�HIO SYSTEMS ZONE I I l l l JA�NI[G I INID ASPHALT PARKING 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 AS -BUILT PLAN REG 2/27/13 = DESIGNEDJDB: PROJECT: AMENDMENT TO SET REV. NO. STH ❑p UPDATED STREET NAMES PER COMMENT REG 4/03/13 tion %fes AS -BUILT SHEET 2 0 F 8 ENGINEERS DRAWN BY: STONEFIELD BOULEVARD ROAD PLAN 6 U EARLL W. MOTTLEY R3��3 SURVEYORS KTM REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 49 y , Lic. Na. 1625 PLANNERSTITLE: DIHR BY: STONEFIELD BOULEVARD PLAN AND PROFILE C-9 ?� ASSOCIATES HFW STA. 10+00 TO STA. 20+50 PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: � d N��� Ph nhb rg,VA 5hone:43 402 VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: SHEET REVISION BY DATE �� �� www.wwassociates.net 208026.02 802602C_C-09 (As -Buil �yh V 1" = 10' 6116111 9 o f 2 7 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED VERTICAL JDB 9/14/11 CURVE AT STA. 15+08.23 AND STOPPING SIGHT DISTANCE TO PROFILE, REVISED MEDIAN AT MAIN STREET INTERSECTION 2 REVISED NOTES PER NEW INTERSECTION CONFIGURATION JDB 9/27/11 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 5 ADJUSTED MEDIAN AT DISTRICT AVENUE AND BOND STREET INTERSECTION; JDB 1/27/12 ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER. NO. SHEET REVISION BY DATE NO. N/F VP6W R�HIO SYSTEMS ZONE I I l l l JA�NI[G I INID ASPHALT PARKING 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 AS -BUILT PLAN REG 2/27/13 = DESIGNEDJDB: PROJECT: AMENDMENT TO SET REV. NO. STH ❑p UPDATED STREET NAMES PER COMMENT REG 4/03/13 tion %fes AS -BUILT SHEET 2 0 F 8 ENGINEERS DRAWN BY: STONEFIELD BOULEVARD ROAD PLAN 6 U EARLL W. MOTTLEY R3��3 SURVEYORS KTM REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 49 y , Lic. Na. 1625 PLANNERSTITLE: DIHR BY: STONEFIELD BOULEVARD PLAN AND PROFILE C-9 ?� ASSOCIATES HFW STA. 10+00 TO STA. 20+50 PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: � d N��� Ph nhb rg,VA 5hone:43 402 VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: SHEET REVISION BY DATE �� �� www.wwassociates.net 208026.02 802602C_C-09 (As -Buil �yh V 1" = 10' 6116111 9 o f 2 7 3 m I 0 I U UI N O c0 N O 00 / 'S Q0 I Q / 3 / N CL 0 U U) C O J N 0 c �o 0 0 0 N O N O 00 O N / Q) U 0 QL Q) Z 0 Q) Q co N O 00 O N S5 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' w_" ii 50' 0 50' NOTE: WATER AND SANITARY SEWER UTILITIES TO BE DESIGNED UNDER SEPARATE SITE PLANS. NOTES: 1. � =TRAFFIC ANALYSIS INTERSECTION LABELS 2. INTERSECTION O IS A 4 -WAY STOP CONDITION. 3. INTERSECTIONS 7O AND ( ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. LINE TABLE LINE BEARING LENGTH L5 N35'21'47"E 55.28 L6 N31 °32'56"E 78.94 L7 N35'21 ' 1 YE 229.20 L8 S35'21 ' 13"W 377.87 NOTES: 1. � =TRAFFIC ANALYSIS INTERSECTION LABELS 2. INTERSECTION O IS A 4 -WAY STOP CONDITION. 3. INTERSECTIONS 7O AND ( ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. • CURVE TABLE rn I • 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 134.89 400.00 1 19-19'16" 1 68.09 S45'00'51 "W 134.25 C9 134.89 400.00 1 19-19'16" 1 68.09 1 N45'00'51 "E 134.25 NOTES: 1. � =TRAFFIC ANALYSIS INTERSECTION LABELS 2. INTERSECTION O IS A 4 -WAY STOP CONDITION. 3. INTERSECTIONS 7O AND ( ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. 0 +Ln z Q • N WATER LINES TO BEDESIGNED - rn I • D UNDER U , ,MEN ,R , PLANS , SEPARATE z 45 -z oo� 00 O Z REF IELD TOWNCEN ER I v + N/F N R=25*42 R:-25' �C38.)3 EX GRUMM N = w w w0 cn • I � ��00 w CORP. U Iv D z 0 j Q N O N � 0 0 � O z `n + - Q F -t N w n c T IN�D�ST�Rlll)w ZN O+Cn C\]� II c�Qw oQN X000 wc0 00 0 � C) �Q� �w a- 00 o< o� �LLJI) Lno v K Q� + a 0 N- OF O w + �+ ONO Q N �Qco m+ D ��I00 � NO �Q� +� Q a e�wz zQ� Q Q �'0w v U EX w�Cn oQ� O Q w n� O� cjUU� w: cU) o z�w p wUl0 m� n 0 zQw wcn0 II II II II D 0 +Ln z Q • N WATER LINES TO BEDESIGNED - rn I • UNDER U , ,MEN ,R , PLANS , SEPARATE 22 y 45 -z oo� 00 O Z REF IELD TOWNCEN ER I H + + N/F N R=25*42 R:-25' �C38.)3 EX GRUMM N = w w w0 PLAN AM ENT FOR • I � ��00 w CORP. DERAILS. C' z 0 j Q N O N � 0 0 � O -ow -)LL] `n + - Q F -t N w n c T IN�D�ST�Rlll)w ZN O+Cn II c�Qw SPN , , !dalllli - N :lbwCG www m n 0 12A•� K O L- + w v� O BOUNDARY BUFFER \ I 0 +Ln z Q BIOFILTER 91 N 40.1 �I Rte, REFER TO DWG NO. C-22 FOR BIOFILTER DETAILS N WATER LINES TO BEDESIGNED - rn I • UNDER U , ,MEN ,R , PLANS , SEPARATE 22 y w -z oo� 00 O Z REF IELD TOWNCEN ER + H + + N/F N R=25*42 R:-25' �C38.)3 EX GRUMM N = w w w0 PLAN AM ENT FOR jr- C7 � ��00 w CORP. DERAILS. C' z 0 j Q N O N � 0 0 � O -ow -)LL] `n + - Q F -t N w n c T IN�D�ST�Rlll)w ZN O+Cn II c�Qw `N+ w LOW N DSRI L www m n 0 w Q� K O L- + w v� O STA. 20+50 TO STA. 26+77.34 U EX ROAD CLASSIFICATION - URBAN COLLECTOR n 22 EX BIOFILTER 91 N 40.1 �I Rte, REFER TO DWG NO. C-22 FOR BIOFILTER DETAILS N WATER LINES TO BEDESIGNED - p, _-- • UNDER ♦ yJ � r d , ,MEN ,R , PLANS , SEPARATE 22 y `n -z oo� 00 P 6 W 3 19 REF IELD TOWNCEN ER + H + + N/F N R=25*42 R:-25' �C38.)3 EX GRUMM N FINAL SITE PLAN AM ENT FOR jr- Q 0 Q 0 SYSTEMS CORP. DERAILS. C' z 0 j ZONED: LI o z w n ( G T IN�D�ST�Rlll)w m :E LOW BIOFILTER 91 N 40.1 �I Rte, REFER TO DWG NO. C-22 FOR BIOFILTER DETAILS INTERCOM 'T'DESIGN SPEED - 25 MPH I \\\\\\\I POSTED SPEED - 25 MPH _ 1n/ IZAJi �ni LL� gni - IN_G3 SSS EGRESS .B. 4135 PG. 215 VGE � CONC 4" PLASTIC �- gni CONC l51/L 26.0' es i N w P S 35'21'13- W-834.23' EP S ENING 22 y `n -z oo� 00 P 6 W 3 19 REF IELD TOWNCEN ER + H + + N/F N R 0 GRUMM N FINAL SITE PLAN AM ENT FOR c-3' °� w Q 0 Q 0 SYSTEMS CORP. DERAILS. C' z 0 j ZONED: LI o z w n ( G T IN�D�ST�Rlll)w m :E S AND U E DSRI L BEN IRC K crr`'i.T�r.Tr�r'"'T xjl�t "' _ PLAN E L EVATIO N = 482.3 STA. 20+50 TO STA. 26+77.34 ROAD CLASSIFICATION - URBAN COLLECTOR INTERCOM 'T'DESIGN SPEED - 25 MPH I \\\\\\\I POSTED SPEED - 25 MPH _ 1n/ IZAJi �ni LL� gni - IN_G3 SSS EGRESS .B. 4135 PG. 215 VGE � CONC 4" PLASTIC �- gni CONC l51/L 26.0' es i DISTRICT AVE --&I r DT Tn-_ 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 50' HORZ: 1 " = 50' 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 26+75.17 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING JDB 9/14/11 AS -BUILT PLAN REG 2/27/13 � DESIGNED BY: PROJECT: AMENDMENT TO SET REV. NO. STH ❑p SIGHT DISTANCE TO PROFILE 6 AS -BUILT SHEET 3 OF 8 JDB STONEFIELD BOULEVARD ROAD PLAN 2 REVISED NOTES FOR NEW INTERSECTION CONFIGURATION JDB 9/27/11 UPDATED STREET NAMES PER COMMENT REG 4/03/13 ti�� / r'r ENGINEERS DRAWN BY: SURVEYORS KTM REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 U EARL W.MOTTLEY y , TITLE: Lic. No. 1625 PLANNERS 5 ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER JDB 1/27/12 DIHR BY: STONEFIELD BOULEVARD PLAN AND PROFILE C-10 6 MODIFIED GR -2 GUARDRAIL AT BIOFILTER JDB 3/9/12 ASSOCIATES HFW STA. 20+50 TO STA. 26+75.17 PO M PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: � d N��� Phone:Lynchburg, rg,VA 5hone: 402 Ce434'VA 22911 984.2700 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 0#' *** wwwmwassociatesmet 208026.02 8026020_0-10 (As -Buil �yh V:. 1 " = 10' 6116111 10 of 27 N DISTRICT AVE --&I r DT Tn-_ 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 50' HORZ: 1 " = 50' 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 26+75.17 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING JDB 9/14/11 AS -BUILT PLAN REG 2/27/13 � DESIGNED BY: PROJECT: AMENDMENT TO SET REV. NO. STH ❑p SIGHT DISTANCE TO PROFILE 6 AS -BUILT SHEET 3 OF 8 JDB STONEFIELD BOULEVARD ROAD PLAN 2 REVISED NOTES FOR NEW INTERSECTION CONFIGURATION JDB 9/27/11 UPDATED STREET NAMES PER COMMENT REG 4/03/13 ti�� / r'r ENGINEERS DRAWN BY: SURVEYORS KTM REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 U EARL W.MOTTLEY y , TITLE: Lic. No. 1625 PLANNERS 5 ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER JDB 1/27/12 DIHR BY: STONEFIELD BOULEVARD PLAN AND PROFILE C-10 6 MODIFIED GR -2 GUARDRAIL AT BIOFILTER JDB 3/9/12 ASSOCIATES HFW STA. 20+50 TO STA. 26+75.17 PO M PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: � d N��� Phone:Lynchburg, rg,VA 5hone: 402 Ce434'VA 22911 984.2700 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 0#' *** wwwmwassociatesmet 208026.02 8026020_0-10 (As -Buil �yh V:. 1 " = 10' 6116111 10 of 27 3 m I d - I U UI N O co N O 00Q 3 i N CL 0 U C 0 J O 0 a 0 0 N O N O 00 O N i Q) U QL N 0 Q) Q co N O 00 O N i S5 i N I SIGNAGE NOTES: middle unit end unit 115 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR THE TYPE I 1z REFERENCED FOR SIZE AND MESSAGE. ALL PEDESTRAIN CROSSING SIGNS SHALL BE HIGH VISIBILITY, FLOURESCENT YELLOW—GREEN. 2. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITION). ALL SIGNS WITHIN THE RIGHT—OF—WAY OF U THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, SECTION 1328.10, TRAFFIC CONTROL DEVICES, USP -1 U—TYPE STEEL POSTS @ 2 o U LBS/LF. U—TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 FT MINIMUM TO 3.5 FT MAXIMUM. THE TOP OF A SIGN SHALL BE FLUSH WITH THE TOP OF THE POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST. ' Q I 3. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP-1. 3RAPH 0 P ULLJ of — N D Q I O TEMPORARY BARRIERS W NEVER INSTALLED W COMBINED STOP AND 116 0 I I TEMPORARY BARRIER U1 ROAD NAME SIGNS _N SIGNALIZED INTERSECTION. SEETANDARD TRAFFIC ALBEMARLE PLACE/ROAD IMPROVEMENTEMPORARY BARRIER SPEED LIMIT SIGN RRICADE TB -1) A TEMPORARY BARRIER � N I PLAN RT29 AND HYDRAULIC ROAD (STANDARD TRAFFIC INSTALLED Z (STANDARD TRAFFIC : n sa =eade is we laced at =tee end ca a de4d end sweets• ozl N (WP02008-0006 ) AS PREPARED BY p STOP SIGN BARRICADE TB -1) ) TEMPORARY BARRICADE TB -1) VIKA. NOT INSTALLED STOP SIGN RSHALL " I PEDESTRIAN AHEAD INSTALLED 13 SIGN MOVED 1 13 1 DISTRICT AVE - - - - - - •� ..____ ...Y___.. _.__=__________._..._ _o_o: :o_ o•..e: o.�-came __ ____. .._._._ __ ._.._ _-_ W O I51 ann..c_u.,c N/eraailrlc avare7 ...�.:. cul.c. . iu_1.i: .ur a cons* - � a a �., : ti 3 - 1, i'�carria-e -olll- --d --•-cera -- : N �• # - - _ - - -5 - - - - - - - - - - - - - - - 6 arm poa,a ; ., �. �.. „aa .,� T*w 2 - : %iK„Y a" laa Q�ro� end Q.�ers �cl*s rd �t to be laced �lcser — 9 , - ��/� , +0 2 1 8+00 6 1 9+00 i roan 2" from the edge of pianica. _ P �: > I, �R V 1 3 + 1 16+00 17+00 �, — t.• I r - 10j 11 6 6 12 I f1IIP I[l11[lwllla f1(]l.P lSfiNl1 arilrlear [l II WLU ar11 6 SII Iri14i= I f1P oa�rrir-alae Yf1ar11 I:P rPIrIUYP[I art. Ril[-b. Uyne I I ,` 12a, O� 5 6 as the need no longer ex -d by the D1 12 — I exists as dC1.Clii1111rel:wor.� 'ur the Uarr=1UadC 1`.f UIU I CD ❑ _ 6 i 12k 12 4 — 5 4 � 8 >, Vi1f1T R� W permit ..eederi fo it-- removal. al. . a ie ..o .• .•om nv r�� g :► a 9 a f IIAAAl9'G RiCTf!'C I1 0 00 r N+0 .r fYi(Ith or railV�V t3miri.--V12" maz.v rV__�..�.._.:.�� a...�:: _ '�, • � a INumber of reflectorized rail faces S if facing traffic in 1 direction I N �C I *!� / 10 13 3 1 2 1 13 : <i facing *r affw :. • 4 �d-ect.ons 13 finis barricade and oi: *_raff=c b -A: A.. ara desc==bed in t..^_e iatest edition of � no � � � TEMPORARY BARRIER w (STANDARD TRAFFIC COMBINED STOP AND COMBINED STOP AND Y11_I TSR Ilnr_ Ar&A Prater-tini: MAiI 1 lrJ1 TI r_Fl r(�R-Sr is r_ l�lllr_P1=i: P_R Si ilf_ MII If._l= : - S BARRICADE TB -1) ROAD NAME SIGNS TEMPORARY BARRIER w I E" IF THIS DRAWING IS A REDUCTION z O GRAPHIC SCALE MUST BE USED = w M SCALE: 1 " = 50' Q w LU V) 50 0 50: 3 13 \ . • ""'moi \ 20+ t 12 !i... \ 4 4 6 9 10` 0�0' 1 2 \ 14 \ BIOFILTER I �o °' 2 AS—BUILT SIGN (STANDARD TRAFFIC ROAD NAME SIGNS — — — — — — — —— — — — " E LOCATION (TYP) BARRICADE TB -1) E-4 EP S 35°21 ' 1 3" W 834.23' 4 AS—BUILT LIGHT POLE TEMPORARY BARRIER 22 y ARKIN I I I LOCATION (TYP) A (STANDARD TRAFFIC S ENIN P REF W Z BARRICADE TB 1) m ELD TOWNCEN ER N/P N R H 0( p FINAL SITE PLAN AM ENT FOR SYST S ------- --- - ------ _ - ------ - _- — SAILS. ZO ED ( G T Dl IIII AND u r I BEN K / IRO ELE N = 482.3 I I � m/ I I \ SIGNAGE AND STRIPING LEGEND ID ITEM (SPECIFICATION) DESCRIPTION ❑1 STOP SIGN (MUTCD W1-1) SINGLE POST STOP ❑2 RESIDENTIAL SPEED LIMIT SIGN - 25 MPH (MUTCD R2 -1C) LPMTD 25 BLOCK # SPACE DIRECTIONAL 2SRO ❑3 ROAD NAME SIGN (NAME) TR SUFFIX SPACE rik n1i 0 nA S a ■ r ■ r SINGLE POST 29 STATE ROUTE # SPACE ROAD NAME SPACE ® KEEP RIGHT SIGN (MUTCD R4-7) ' ❑5 6" SINGLE SOLID WHITE LINE (TYP) © 4" SINGLE SOLID YELLOW LINE (TYP) ❑7 4" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) ❑9 4" SINGLE BROKEN LANE WHITE LINE 10 4" SINGLE MINI -SKIP WHITE LINE 11 24" SINGLE SOLID WHITE LINE (TYP) 12 PAVEMENT MESSAGE MARKING (TYP)'' / IRO ELE N = 482.3 I I � m/ I I \ — 20+ I 6 I w w > Z O J M = Q U W Ld Q Z w � Ln 3 13 AS—BUILT GR -2 GUARDRAIL 1.4 q \ TEMPORARY BARRIER Pa 8 \ (STANDARD TRAFFIC GR -11 GUARDRAIL BARRICADE TB -1) 12 — ` -'�' TERMINAL � 3 9 10 -1-aa Y, -• - 3+00 24+00 25+ 6+00 2 6 + .17 1 2 14— \ - ----------------------- BIOEIETEP 11 GR -11 GUARDRAIL 3: ASPHALT PARKING IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' w_" Ei 50' 0 50' TERMINALEP 1 W 13 NONVEHICULAR PEDESTRIAN AHEAD � � (MUTCD 11-2 & W16 -9P) ' ` TEMPORARY BARRIER S ENIN P W 3 19 TEMPORARY BARRIER (STANDARD TRAFFIC A (STANDARD TRAFFIC BARRICADE TB -1) REF ELD TOWNCEN ER N7 /F N R H 0 GRUMM7 N °°° I BARRICADE TB -1) AHEAD FINAL SITE PLAN AM ENT FOR SYST S CORP. INTERCOM ° cove I GA SAILS. zo ED: LI x ( G T D STRItjL) U Ac AND U I D SIAL GE BEN K \ � 14 DEAD END AHEAD D DD / IRO (MUTCD W14-1 & W16 -9P) / ELE N = 482.3 CONC / / PARKING 4 ASCASPHALTD l AHEAD I m h \ fin/ LAI nl \nl I �— \nl / 1 1 REVISED PAVEMENT MARKINGS TO REFLECT THROUGH CONDITION AND JDB 9/14/11 ON LEFT TURN LANES FOR INTERSECTIONS AT STA. 17+11 & 20+00; ArmDESIGNED BY: PROJECT: SET REV. NO. AMENDMENT TO REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION, CHANGED DOUBLE SOLID YELLOW LINE FROM 6" TO 4" WIDTH '�f AS —BUILT SHEET 4 0 F 8 = JDB STONEFI ELD BOULEVARD ROAD PLAN SURVEYORS 6 p ` CHANGED 6„ ENGINEERS SINGLE SOLID YELLOW LINE TO 4”, ADDED MEDIAN 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 � ��31�3 �DRAWN eY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: STRIPING AT MAIN STREET INTERSECTION EARL W, MOTTLEY y , KTM REG TITLE: 2 REVISED PAVEMENT MARKINGS AND SIGNAGE PER NEW INTERSECTION JDB 9/27/11 AS—BUILT PLAN REG 2/27/13 Lic. Na. 1625 PLANNERS DIHR BY: PAVEMENT MARKING AND SIGNAGE PLAN C-14 CONFIGURATION ?� ASSOCIATES HFW PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: 3 REVISED PAVEMENT MARKINGS AND SIGNAGE TO REMOVE STOP CONDITION JDB 10/4/11 UPDATED STREET NAMES PER COMMENT REG 4/03/13 ��`17 N��� Ph e: 434316.6080 Charlottesville, ne434.984.270o WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: N0. SHEET REVISION BY DATE N0. SHE T EVISI N BY DATE 0#+/** www.wwassociates.net 208026.02 802602C_C-14 (As—Buil �Yh V:. .. 1 = 501 6116111 14 of 27 owl LTi WraAAS 0 -• rik n1i 0 nA S a ■ r ■ r — — 20+ I 6 I w w > Z O J M = Q U W Ld Q Z w � Ln 3 13 AS—BUILT GR -2 GUARDRAIL 1.4 q \ TEMPORARY BARRIER Pa 8 \ (STANDARD TRAFFIC GR -11 GUARDRAIL BARRICADE TB -1) 12 — ` -'�' TERMINAL � 3 9 10 -1-aa Y, -• - 3+00 24+00 25+ 6+00 2 6 + .17 1 2 14— \ - ----------------------- BIOEIETEP 11 GR -11 GUARDRAIL 3: ASPHALT PARKING IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' w_" Ei 50' 0 50' TERMINALEP 1 W 13 NONVEHICULAR PEDESTRIAN AHEAD � � (MUTCD 11-2 & W16 -9P) ' ` TEMPORARY BARRIER S ENIN P W 3 19 TEMPORARY BARRIER (STANDARD TRAFFIC A (STANDARD TRAFFIC BARRICADE TB -1) REF ELD TOWNCEN ER N7 /F N R H 0 GRUMM7 N °°° I BARRICADE TB -1) AHEAD FINAL SITE PLAN AM ENT FOR SYST S CORP. INTERCOM ° cove I GA SAILS. zo ED: LI x ( G T D STRItjL) U Ac AND U I D SIAL GE BEN K \ � 14 DEAD END AHEAD D DD / IRO (MUTCD W14-1 & W16 -9P) / ELE N = 482.3 CONC / / PARKING 4 ASCASPHALTD l AHEAD I m h \ fin/ LAI nl \nl I �— \nl / 1 1 REVISED PAVEMENT MARKINGS TO REFLECT THROUGH CONDITION AND JDB 9/14/11 ON LEFT TURN LANES FOR INTERSECTIONS AT STA. 17+11 & 20+00; ArmDESIGNED BY: PROJECT: SET REV. NO. AMENDMENT TO REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION, CHANGED DOUBLE SOLID YELLOW LINE FROM 6" TO 4" WIDTH '�f AS —BUILT SHEET 4 0 F 8 = JDB STONEFI ELD BOULEVARD ROAD PLAN SURVEYORS 6 p ` CHANGED 6„ ENGINEERS SINGLE SOLID YELLOW LINE TO 4”, ADDED MEDIAN 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 � ��31�3 �DRAWN eY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: STRIPING AT MAIN STREET INTERSECTION EARL W, MOTTLEY y , KTM REG TITLE: 2 REVISED PAVEMENT MARKINGS AND SIGNAGE PER NEW INTERSECTION JDB 9/27/11 AS—BUILT PLAN REG 2/27/13 Lic. Na. 1625 PLANNERS DIHR BY: PAVEMENT MARKING AND SIGNAGE PLAN C-14 CONFIGURATION ?� ASSOCIATES HFW PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: 3 REVISED PAVEMENT MARKINGS AND SIGNAGE TO REMOVE STOP CONDITION JDB 10/4/11 UPDATED STREET NAMES PER COMMENT REG 4/03/13 ��`17 N��� Ph e: 434316.6080 Charlottesville, ne434.984.270o WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: N0. SHEET REVISION BY DATE N0. SHE T EVISI N BY DATE 0#+/** www.wwassociates.net 208026.02 802602C_C-14 (As—Buil �Yh V:. .. 1 = 501 6116111 14 of 27 3 m I 00 i U I U N O c0 N O 00 m I Q 3 i N CL 0 U C O J a� 0 c �o 0 0 0 N O N O 00 O N Q) U a� 0 Q) Q co N O 00 O N ►] PROP GRADE @ PIPE EXISTING El 39 GRADE @ 38.3 0 38.2 PIPE (rte z � �1N#b cl�� On 0) J N-) 00 000 ' = -\!_t■I■YY111IY■1 �MWLrY®®Iri wiill ilYY■olmtiY■1 ' • �17�■YIG7LJ■i■1 �■9■YOL;�Il1■1 ;�18■■!■IJI■■C \ir.!a■Yn�llr.■1 Y�I■■Y!'J6J1■i■e \��/// ' , I • \�■Y19YIIFlii ■Y r_- 911 ims '711■Ia1Y ■YY■■■imt l ■YY■■■mYIY■I ■ YY■■■omY l ■�■■Y7Y■II ��`��I■Yiilt•1Jz1 Eeif■Ilal l■Y'1R.T Y.Y 11'i1�9117Y■1■�i� ii�T��1Yil�.� �r�-�.�1■I��nl ' • • wra�l■�- ' . • F mrs`r:VAa IClQa•1■�17■ �1■uwj_1li .■ F=MiiimrME FALSSMl■■.rs MI [�YWI;■IIIr7i1J�1 ■S;�i■ W[ ;:■+7:7.11 �' : • I� ■YY■®IY� w■1■Ir*1■ �l�1♦a>•IYI laWl�riW y �J I���Ie■I 3) 10+00 10+50 10+65.39 STORM PROFILE STRUCTURES EX39 THROUGH 38.2 ..e. GRADE @ �_ PIPE EXISTING GRADE @ 1- PIPE Tv� 22.1 o OD 495 m 495 490490 485 485 480 480 18 LEH 475 275 S � o 0 470470 � II 465 465 OCX wCD > oo o0 460 z 460 CD O ~ I �zz o LC)o O �zz 00 00 00 �t 't It 10+00 10+36.05 STORM PROFILE STRUCTURES EX22 THROUGH 22.1 9N 00 t • Q » �zz PROP GRADE @ PIPE EXISTING GRADE @ 43.1 PIPE o 46.1 OD J •• ■■!■�WiY■YI■It7 ■]Y����YI■I�ri ■I■�.�iY��YrI11f.■ 0■rNY1��Y\_■1� el�w���YW117 ,• os \�7C7■Y�I 0[����YWICY • ' • YI����ti14 • ' �Yl��Ye■1�I IYY■�II �' : • I� ■YY■®IY� w■1■Ir*1■ �l�1♦a>•IYI ■YY■�IY� N Vd'�l• �I�_II II y �J I���Ie■I • • ��YYrY�i�����YY►rl[r����r��1�YYlrr�,■1■r_w•wY II���ral '.7 � Sa7.tR��Y■ �■IYri�ll■��Y■ Now ��a��YYs■1■►�������������71��I�YY't'11r ��■■■i■ilY■ ■Y ��»�Y�ww�������l���r�a■I���IIs�Ys�alw ■wstui ■Y ••�az�altw���■����a:.�.1■►�e��l�i■It�i�■�■���z:rir.■I■IY�avices��l_��.��■�::�r■Y �����������w�■I���■�LaI�YY■rr�rra�-iY�swt�nl�s-Y■IIY �r��������iA1w��ssitlTl ■I�7.�Y�I:T.�.T.�aT�L' ■I■lit7!>A 11■IYYIYYI>'�t■ I■si.'Zr.:fY • • �e�l■■I■�ss■111!����Y�.�.11T�.,l��In■ 0 z 0-) U) PROP GRADE @ N � 40.1 EX PIPE o+ U' o 60 40 �� M J EXISTING Q CO GRADE @ J PIPE O00 OD lol m N O II O o 0 r� c9 N x C)o CD N + M A,w O Cn> O o z 10+00 10+50 10+88.06 STORM PROFILE STRUCTURES 43.1 THROUGH 46.1 01-- 10+00 ~ Q > �z Q > > > 10+00 10+32.12 zz z STORM PROFILE STRUCTURES EX40 THROUGH 40.1 EX 42 O o PROP N (z z C, -) GRADE @ cn EXISTING 42.1 N it O GRADE @ J PIPE + 0 � PIPE � m_ 0 � I LO �V�YYI ,• os \�7C7■Y�I =mm • ' • �Y��■r1liYea■ KI'm • ' -WINES IYY■�II �' : • I� ■YY■®IY� w■1■Ir*1■ �7a ■YY■�IY� N Vd'�l• �I�_II II y �J • Q > �z Q > > > 10+00 10+32.12 zz z STORM PROFILE STRUCTURES EX40 THROUGH 40.1 EX 42 O o PROP N (z z C, -) GRADE @ cn EXISTING 42.1 N it O GRADE @ J PIPE + 0 � PIPE � m_ 0 � I LO so O 00 N cD +� O� O Q> O zo z z 10+00 10+50 Q> > > 10+68.45 L, z z z STORM PROFILE STRUCTURES EX42 THROUGH 42.1 �V�YYI ,• os \�7C7■Y�I ��YIYYY�� • ®�ii�fiT�1Y� �Y��■r1liYea■ KI'm ' -WINES SIENESE I Y� �' : • I� ■YY■®IY� ' : • ■YY■�IY� ■YY■�IY� N Vd'�l• �I�_II II y �i 7® Fa so O 00 N cD +� O� O Q> O zo z z 10+00 10+50 Q> > > 10+68.45 L, z z z STORM PROFILE STRUCTURES EX42 THROUGH 42.1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+99.87 STORM PROFILE STRUCTURES EX43 THROUGH 43.6 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+00.53 STORM PROFILE STRUCTURES 46 THROUGH 46.8 PROP GRADE @ EXISTING PIPE GRADE @ QL PIPE 46.9 46.5 o o II cos ' . m • 1■YYIYYYI�� ■CYIY��YIaI 1 ■SY71a1Y►W w •• YYI�YaI • ®�ii�fiT�1Y� L'.7Y■IIYYIY■a1� ICJIT•1YY17fa1 1Y���Y■1 lriar:�T.�Y■1 1a`�'Qi�7�Y■1 Y��iiY1`r■Y� �IWE,SE N ��araaY� �i 7® Fa • ��YYrY�i�����YY►rl[r����r��1�YYlrr�,■1■r_w•wY • ��a��YYs■1■►�������������71��I�YY't'11r ■■ttsruz ■Y ��»�Y�ww�������l���r�a■I���IIs�Ys�alw ■wstui ■Y ••�az�altw���■����a:.�.1■►�e��l�i■It�i�■�■���z:rir.■I■IY�avices��l_��.��■�::�r■Y �����������w�■I���■�LaI�YY■rr�rra�-iY�swt�nl�s-Y■IIY �r��������iA1w��ssitlTl ■I�7.�Y�I:T.�.T.�aT�L' ■I■lit7!>A 11■IYYIYYI>'�t■ I■si.'Zr.:fY • • �e�l■■I■�ss■111!����Y�.�.11T�.,l��In■ ■I■YY■Yr�a._T.r���;rs.71�t�:�i* IIY��w■�i�■Y .Yr.■v�ra�■■■tYY■��Y�■■�Y►�■�r.■I�YY■Yir■I■iit��Y�;alww•�+:��ll.. �■-_ae�Yr.�w •,Z■]��[�C�7���Y■tom.'... �Y\�[t'71■IliYt11��•���t11" ��Ylm�■JE�YCG7Y , .-7lie�■ •• i.•J���Y`7111`7Y���i�■IE'.W7Y■��YI�.71■IYt��:l■�I��■��iYl�f:I it■�ii�l���■Ri����YYt��Yf•71■IY���YIr71YlY1�.dC7f.7�YL�YLY ' • Y7■■FYI■F����YY■\Yr.71■�i��Y17W Ir•LiYY■■IVv�YY\1� Y���YYIII■�� �����!'I����ii�r■YY■�YYI■ILII i`���II�������11����11��■� t,1Cy7YY1■1�1 ' = IYY■��■�������11����■�r.�r'3_'�a>•■��ii�■tea ' ' � • nr�!�S7�r1�������lti'1N19�f£•:'� ���i�I�M■�IYYRi�-i1J■�II� D«•]:�]i7�t9��tf�m�:l�ri��l� D�������L�LIJrl'�Ti�7r~■'i'ii1���lYYi►111'd�Jl!■■e■■iill�_r�.�l�l■■ii■YY/I■� ��Y!1R.7■�7•IY'iF�IC1I]'rJl�,'al.T7;Y�■� ' : • �YI■l.T����'i'a1Y11i"i1���1�i��#�I • • •: 1�.��■� ■I:t•�I:�n•�•_Yrr.��YYrc•�e-.:����I�YYrs■r.����lY�+�+w•I�a11.���r>.�■� ., _ E WIN w.._ Ewe52SIENESE E SIENESE EG:: hm ESIENESE E SIENESE 1111ISIENESE EY '*4W&F-JSIENESE ElYtP.MPT.C271 SIENESE III� �5Pw E Yh�``■ii P E1111M9SIENESE E SIENESE IIIIIII!t1lill1Vi11111 SIENESE E SIENESE 1111ISIENESE E SIENESE E E SIENESE EIY VACJ'.WMI0 0 1 M0W-0WEMAi1:■F-M , YYIYY■�l:�Cf7YrF•3■��`:"'.w"i��I����I��1��Y�r��-� YYIYY�SA:iu��YI�1������I����I��lYtle�7Y:ICl9:YY■■� Y�■I��taIYY`-►r�������I����I��IY�.s�rr�YY■■� •:!�t�7111s�. mei ■Ise'11��f1�1�������Yf�:�t11�����'i�11r._7YfF..�11��YLJfT4■r!��4' a1Yr,.•7Yi],������Yrr.11���Yr..'71�Yr.L\IYYI�i�iT.�Z7rr_'7■Yr..1 ' • �Ti17Y��Y[i1E/it�1■YI�����YLfR�I[..���Y[i�11f�:+4�tiiCil<5���■�iF�►itaii� Ita■w��r�r��t1��������elrr�a�����Irallfi���11>���as�s�ea���; �• �• �• •-• . • YG1L■I�� Y■�le■��c:� t�������s�lu>�a��Y! �• +[wt�����Yl���l�r:�a���c��le elic■�Y■ 111t'la����;t�a>f •• iYl�c�a[ ,. a�ll�v�lsr�sc�� YM►•1Y�!��1■ �������YY■■I■ri>,��Y�■ IIt`��Y�1■Iirr��Y�l■1.•�ar,� ' • • YrAll::l■ti•]lY1Yf: ■■'������Y�: ■I■►'���Y!■Y 11■rY!■*a II■Ii��Y�: [■t7� ■ YI■Iwevr�iYMe■Ir������Yl.�l■IeYY■���r:�11■I�Yr_:�1�1■a��■wtl■uY1*■ra ' • • SIM 1■Illi•, iY om [iY N I�w�i�eYrae■s-.i������'.��ele���Y■�aa�l�w.�a'.,+I■��s�a■><•�e l;•�I:Cr1�J��ICr7S�����Y1�11C ���illalillC>•`��IC>•�■17'i■C.>w.1 ii1:1�i`iii■[ZW������iilllEit��iil■I■'iiillC�i�iiY■[YiY11 I.Z�Y■i�•�<ti�������111���� ■IYY■��i■IYYI���■I� ' .17Y■�����iY=�lri�����ll©i>TIC��iY=�1021MEr Gi�!■�YGi�R������YCi�l���a II�YCi�l���i1■_tom • LIE3L��b'�F������YWL IF���Y\'�i I■i�•�zIF���E3� • .• .• .• .• . . . . .. • . . 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+99.87 STORM PROFILE STRUCTURES EX43 THROUGH 43.6 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+00.53 STORM PROFILE STRUCTURES 46 THROUGH 46.8 PROP GRADE @ EXISTING PIPE GRADE @ QL PIPE 46.9 46.5 o o II cos ' . m • 1■YYIYYYI�� ■CYIY��YIaI 1 ■SY71a1Y►W w •• YYI�YaI ®�ii�fiT�1Y� L'.7Y■IIYYIY■a1� ICJIT•1YY17fa1 1Y���Y■1 lriar:�T.�Y■1 1a`�'Qi�7�Y■1 Y��iiY1`r■Y� �IWE,SE N ��araaY� �i 7® Fa • Q> ~z Un z z z 10+00 10+50 10+64.63 STORM PROFILE STRUCTURES 46.5 THROUGH 46.9 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 9/14/11 AS -BUILT PLAN REG 2/27/13 DESIGNED BY: PROJECT: AMENDMENT TO SET REV. NO. STH a�� � JDB STONEFIELD BOULEVARD o �/f, AS -BUILT SHEET 5 OF 8 -ENGINEERS STONEFI ELD BOULEVARD ROAD PLAN 6 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 � �.l 3 %3 �r,� DRAWN BY: SURVEYORSKTM REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 5 REVISED PIPE SIZE FROM STIR. 46 TO STIR. 46.1 FROM 15" TO JDB 1 /27/12 EARL W. MOTTLEY p PLANNERS TITLE: 18" DIAMETER Lic. No. 16;25 DIHR BY: ASSOCIATES HFyy STORM DRAIN PROFILES C- 18 6 ADJUSTED RIM AND INVERTS FOR STIR. EX40 AND STIR. 40.1; JDB 3/9/12 SHEET NUMBER: r PO Box A 2 3040 Attemore Square Pl. ADDED IS -1 TO STIR. 46.1 ��� � T��� P3 U h neb434316.6080 Phone:e434�9VA 22911 84.2700 WWA NUMBER' FILE NAME: DISCIPLINE: SCALE: DATE: N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE �� �� www.wwassociates.net 208026.02 802602C_C-18 (AS -Buil �yh V:. 1 " = 10 6116111 18 of 27 U N O �0 N O 00 'S Q0 Q / 3 / N CL 0 U O C O J N O N O 00 O N / O U QL Q) Z 0 Q) -n Q co N O 00 O N / S5 v ®I� W II C/D� 22. EX 20+ o r + W — _ 21 0 42 W W GR -2 ` V BIOFILTER — N 411 T �� W IIIPSEE EX J 41 O EX - '...z .. :... ` % . ' , - 23+00 24+0 W W - �- W W-�-W - - - 40.1 ° - - - I MATCHLINE RIGHT 1 Ex C38.)3 1 39 + +00 + - 1- - 1w vv vv vv — — IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' W 50' 0 50' f /Ex - 38.2 + — 5.17 W �w i w J I w'U w� ° \ T\ �,a + STORM PLAN STRUCTURES EX45 THROUGH EX22 X y � / r7 7�7� /�( �7�j �71iL b �JL� amib JLC H[ ifll�� \ �\ \ 7' 72.5743 w� v w� N Q Q w o Q — Q w a- a- Q ~ ww�� zo- �w� 7 i J ow�� �\A ���� oWo r o oQ00cc f-1 (D Q �Z 9 0 �z o�o� NOTES: 1. 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' 50' 0 50' HORZ: 1 " = 50' 500 00 1 500 o C- 495 CD 495 490 490 - — — 485 A A- — — 485 Ell F - EX — 00 A 480 - - 480 A LL PIP_ n 0 0 475 475 ° — 470 — 470 �- — — 31� ° ° 465 r-) 465 460 ° � 460 0 455 ° 455 ° 450 1 1 1 1 L 450 o O col 4454 000 445 r� 00 o r 440 440 Ln rn V) O O Ln O n QC ~mz ~ > > c9 435 435 - - -- -- "'- - - 430 430 O� c0 cD 0) r7 I� cD c0 co N LO co a0 00 cD cc co co F__ 0') O O c0 co c0 F__ co N O cD co O O r0 d) 00 N N rl- N N r7 r- r7 O I- r i Ln L17 r- r Ln N co I- Ln r_� LC) U-) 0 Ln Lf) U') r_� r-- r- r_� r- r_� U') c0 rl- r- 00 r7 r_� O 00 Lt7 00 rn O) r- It 00 ro I__ N r- O O N N 00 00 00 00 00 00 N c0 n rU 00 00 00 cD O n (D CY) N c0 O n LC) L" LC) Ln c0 cD Il- r__ 00 00 00 00 00 00 00 00 00 Il- O r_� 00 00 00 It rl- 00 00 00 00 6 00 00 00 00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 STORM PROFILE STRUCTURES EX37 THROUGH EX22 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+50 26+00 26+32.24 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 9/14/11 AS -BUILT PLAN REG 2/27/13 STH ❑p �,� � o / f 3��3 `�� EARL W,1viOTTLEY y Na. 1625 ?� � d � 'S F�H: 0#, *** AS—BUILT SHEET 6 OF 8 ENGINEERS SURVEYORS , PLANNERS. ASSOCIATES PO Box 4119 3040 Avemore Square Pl. chrg,VA 4502 Chone:e43le,VA22911 2700 Phone: www.wwassociates.net DESIGNED BY: JDB PROJECT: AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 6 STONEFIELD BOULEVARD 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 DRAWN er: KTM REG DRAWING NUMBER: C-19 6 ADJUSTED INVERTS ON STIR. EX45, EX44, EX37, EX38, EX39.1, JDB 3/9/12 TITLE: STORM DRAIN PLAN AND PROFILE STRUCTURES 45 TO 22 AND EX40; REVISED 18" LOW FLOW PIPE FROM STIR. 39.1 DIHR BY: HFW SHEET NUMBER: 19 Of 27 WWA NUMBER: 208026.02 FILE NAME: 802602C_C-19 (As -Buil DISCIPLINE: Y � ''� SCALE: AS SHOWN v: As SHOWN DATE: 6 16 1 1 / N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 m I O O N I U UI N O co N O 00 O m I O Q 3 N CL U O c 0 J 0 c �o i O N O N O 00 O N O U QL a� 0 Q) -n Q co N O 00 O N i S5 Project: Stonefield Boulevard WWA Project Number: 208026.02 By: JDB Date: REV: 12/15/11 Stormwater Inlet Computations W^ F NOINFERN SURVEYORS (PLANNERS ASSOCIATES Project: Stonefield Boulevard WWA Project Number: 208026.02 By: JDB Date: REV: 12/15/11 Stormwater Inlet Computations ■ / _ ENOINFERN ffm SURVEYORS PLANNERS AssoCIATES CURB INLETS ON GRADE CURB SAG INLETS ONLY INLET WWA PROJECT NUMBER: 208026.02 COUNTY:ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF C INCRE- MENT CA ACCUM- ULATED INLET TIME (TO MIN RAIN FALL (110) IN/HR a) INVERT ELEVATIONS UPPER LOWER END END LENGTH FT _ DIA IN MANNING' n R VEL (FULL) FPS FLOW TIME SEC REMARKS TOP INLET ELEVATIONS FT INLET DEPTH (H) FT INLET No. M (2) (3) (4) N (6) (7) (8) (9) (10) (11) (12) (13) ci (15) (16) (17) (18) ul 4 p C 46.8 � 0.04 O 0.04 � � � � � 502.20 U 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 Q 0.04 5.1 6.6 0.2 vfn 501.43 27.6 fn 15 t 12.1 (n 2.8 O 508.50 6.50 46.7 O 46.5 p U �- v O d 0.7 a J 77.6 0.0672 W M W t O ca 505.41 L •� L 3 o a► cn N m �_ N c v O '~ t a) -a L d a a M C 'a F- 0.80 0.15 a a► c�a �, L 495.56 494.55 60.1 v �, > 0.010 c Y o cv 501.91 �• X c ° O w as o � m +� > m O �1 m L W t) REMARKS 1 2.71 H d U) Q U V v W O 0.36 J 6.6 2.4 L 489.14 (� - ,° � 'y � 3 C Q J 6.14 46.5 Q Q �, a 0.80 V 3 J Z O 6.5 z 488.04 487.22 52.9 0.0155 24 i 36.7 v 4.5 L 494.29 U L ' 46.2 L 0.80 m o cn 5.5 m m m J ,� -- °' �' 3 m o M ' a - :) 7.18 46.3 46.2 Ld c4 0.80 0.10 2.60 O Z L �++.+ 482.41 Ld /a^ U) 24 0.010 32.9 ,^ v/ 22.0 Qi 492.14 + W U 46.1 M -WVa L L O t 6.3 17.1 482.21 w Li 84.9 H W W J O O R C 9.7 Ir- Cl M V E > U ++ a Q Q �� K fn R O +�+ CL +O+ C U - Q H i a 2 Q J z Z �. Q, L a C7 a ~ O p d d 43.5 u �+ .E 0.45 0.45 LU 6.1 2.8 -= .-: 25.7 m _-: H 12.8 10.4 2.5 J 494.33 D 43.6 43.5 43.4 0.00 C'1 (� 0.45 X 6.1 2.7 485.94 484.91 65.4 w M m m �' 7.6 r 493.90 Cl Cl `�' 43.3 0.55 H I O 7.2 6.0 5.4 484.81 484.39 46.9 0.0090 18 0.010 13.0 7.3 6.4 Cn (n 7.65 43.4 43.3 (n 0.29 0.88 0.26 1.15 Cn J 6.9 -a 483.18 97.3 0.0104 .a 0.010 21.0 8.8 J 'a 491.94 46.9 DI -213 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 0.16 1 4.19 7.7 5.9 24.6 481.27 Grade Inlet 46.8 DI -3B 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 23 Grade Inlet 46.6 131-213 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 1.00 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 22.1 Grade Inlet 46.4 DI -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 0.0631 48 0.010 470.3 37.4 0.7 Grade Inlet 46.3 DI -2B 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 0.85 0.00 16.91 12.0 5.0 84.6 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 Grade Inlet 46.1 DI -213 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 10.92 42 41 40 7.65 0.85 Grade Inlet 43.3 131-213 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 2.92 1.37 0.14 1.00 0.22 0.00 Grade Inlet 43.2 DI -2B 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 1.00 0.61 0.00 Grade Inlet 43.1 DI -2B 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 0.00 220.4 17.5 13.7 483.14 9.82 Grade Inlet 42 DI -3B 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 1.37 0.12 1.00 0.72 0.00 5.0 6.7 0.7 472.36 472.01 29.2 Grade Inlet 41 DI -313 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 0.00 479.23 7.43 38.3 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 0.00 469.19 32.79 0.0183 48 0.010 253.3 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 37 0.00 0.85 0.00 27.02 12.9 Grade Inlet 40.1 DI -3B 1 8.0 23+78 0.12 0.85 1 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 1 6.58 1.22 0.08 1.00 0.41 0.00 0.010226.2 18.0 9.1 473.32 Grade Inlet 39.1 DI -3B 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 0.50 0.00 Grade Inlet Project: Stonefield Boulevard WWA Project Number: 208026.02 By: JDB Date: REV: 12/15/11 Stormwater Inlet Computations ■ / _ ENOINFERN ffm SURVEYORS PLANNERS AssoCIATES NOTE: THE GRATES FOR THE DI -26 CURB INLETS WERE USED WHEN CALCULATING THE INTERCEPTED FLOWS FOR THE 100YR STORM EVENT. CURB INLETS ON GRADE CURB SAG INLETS ONLY INLET WWA PROJECT NUMBER: 208026.02 COUNTY:ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF C INCRE- MENT CA ACCUM- ULATED INLET TIME (TO MIN RAIN FALL (110) IN/HR CL INVERT ELEVATIONS UPPER LOWER END END LENGTH FT SLOPE FT/FT DIA IN MANNING' n CAPA- CITY (FULL) CFS VEL (FULL) FPS FLOW TIME SEC REMARKS TOP INLET ELEVATIONS FT INLET DEPTH (H) FT INLET No. M (2) (3) (4) N (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) 'm CL (22) 46.8 46.7 0.04 0.90 0.04 0CM 5.0 6.7 0.2 505.12 502.20 7 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 Q 0.04 5.1 6.6 0.2 vfn 501.43 27.6 0.0207 15 M 12.1 (n 2.8 O 508.50 6.50 46.7 46.6 46.5 O C 0.08 0.11 O d 0.7 a J 77.6 0.0672 W w t 17.8 cC 505.41 L •� L o n s m g 3 m c O 'O a) cm a- O 46.9 46.5 cG 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 X w o � 0= REMARKS 1 2.71 10.85 12.304 1 14.97 1 0.00 14.97 V 46.4 0.11 O 0.36 O 6.6 2.4 494.35 489.14 Cn 15 � 13.6 + r 6.14 46.5 Q 46.3 4 0.80 2.02 2.37 5.5 6.5 Z 488.04 487.22 52.9 0.0155 24 i 36.7 11.7 4.5 Includes flows from Block D1 494.29 V 46.4 46.2 % 0.80 0.13 2.50 5.5 6.5 J 485.39 O � d O M 17.5 a ZO 7.18 46.3 46.2 46.1 0.12 0.80 0.10 2.60 O Z 16.6 485.29 482.41 231.0 (n 24 0.010 32.9 (n 22.0 492.14 + 46.2 46.1 M -WVa 0.85 0.13 O(n 1- 6.3 17.1 482.21 W IX 84.9 0.0087 JW o 27.5 1 c 9.7 Ir- 7.80 1 46.1 E > aQ a ( m d c Ha Q J z 43.6 43.5 0.56 _ 0.45 0.45 L 6.1 2.8 486.63 486.04 25.7 (nN .. 0.010 12.8 10.4 2.5 J 494.33 0 43.6 43.5 43.4 0.00 0.90 (Y 0.45 X 6.1 2.7 485.94 484.91 65.4 W cvd 0.010 10.6 8.6 7.6 r 493.90 Cl Cl `�' 43.3 0.55 H I 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 Cn (n 7.65 43.4 43.3 (n 0.29 0.88 0.26 1.15 Cn J 6.9 -a 483.18 97.3 0.0104 21 0.010 21.0 8.8 J 'a 491.94 46.9 131-213 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 0.16 1 4.19 7.7 5.9 24.6 481.27 100yr Storm Check 46.8 DI -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 23 100yr Storm Check 46.6 131-213 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 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 0.0631 48 0.010 470.3 37.4 0.7 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 0.85 0.00 16.91 12.0 5.0 84.6 100yr Storm Check 46.2 DI -2B 6.0 16+40 0.12 0.80 0.10 8.80 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 46.1 131-213 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 43.4 DI -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 10.92 42 41 40 7.65 0.85 100yr Storm Check 43.3 131-213 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 0.94 0.19 1.00 0.54 0.00 100yr Storm Check 43.2 DI -2B 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 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 0.00 220.4 17.5 13.7 483.14 9.82 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 5.0 6.7 0.7 472.36 472.01 29.2 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 0.07 479.23 7.43 38.3 100yr Storm Check 40 131-313 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 0.01 469.19 32.79 0.0183 48 0.010 253.3 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 37 0.00 0.85 0.00 27.02 12.9 100yr Storm Check 40.1 131-313 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 0.010226.2 18.0 9.1 473.32 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 -26 CURB INLETS WERE USED WHEN CALCULATING THE INTERCEPTED FLOWS FOR THE 100YR STORM EVENT. NOTE: FLOWS FROM THE 100YR STORM EVENT WERE USED TO SIZE THE PIPES IN THE STORM SEWER COMPUTATIONS INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) STORM SEWER DESIGN COMPUTATIONS WWA PROJECT NUMBER: 208026.02 COUNTY:ALBEMARLE DESCRIPTION: PUBLIC ROADS DISTRICT FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF C INCRE- MENT CA ACCUM- ULATED INLET TIME (TO MIN RAIN FALL (110) IN/HR RUNO Q CFS INVERT ELEVATIONS UPPER LOWER END END LENGTH FT SLOPE FT/FT DIA IN MANNING' n CAPA- CITY (FULL) CFS VEL (FULL) FPS FLOW TIME SEC REMARKS TOP INLET ELEVATIONS FT INLET DEPTH (H) FT INLET No. (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 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 O 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 N n s m g 3 m ' oo v cm o 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 all 1 2.71 10.85 12.304 1 14.97 1 0.00 14.97 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 15.5 488.04 487.22 52.9 0.0155 24 0.010 36.7 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 1 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 1 8.8 9.7 490.01 7.80 1 46.1 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 7.6 493.90 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 5.9 7.7 482.98 481.47 172.3 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 1 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 1 483.83 480.20 240.15 1 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 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 1 8.3 7.5 481.74 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 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 1 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 1 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 4.9 131.7 469.79 469.19 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 1 4.9 132.3 469.01 465.51 262.48 0.0133 48 0.010 216.2 17.2 15.3 479.42 10.41 1 39.1 38 37 0.00 0.85 0.00 27.02 12.9 4.9 131. 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 4.9 131. 463.37 460.97 164.40 0.0146 48 0.010226.2 18.0 9.1 473.32 9.95 37 44 45 0.00 0.85 0.00 27.02 13.0 4.8 130. 460.78 458.91 175.82 0.0106 48 0.010 193.1 15.4 11.4 To Interim North SWM 470.71 9.93 44 NOTE: FLOWS FROM THE 100YR STORM EVENT WERE USED TO SIZE THE PIPES IN THE STORM SEWER COMPUTATIONS INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 16.50 1 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a U @ w O �- CL O to O .� v w 3Z3 O Q o Q O >O) � O C 2:1ami " zT ° o 0 O 3 U N n s m g 3 m ' oo v cm o 6 U ) oO > _J Q U U CY 0 US U I- oa w -o -o all 1 2.71 10.85 12.304 1 14.97 1 0.00 14.97 ST 43.6 DI -7 n/a 15.0 0.80 n/a 2.80 Temporary Structure all 1.85 0.85 1.573 10.22 0.00 10.22 10.2 0.70 n/a 2.32 ST 22.1 DI -7 n/a Temporary Structure Temporary Structure 11 +7.12 10.40 12.848 1 13.60 1 0.00 13.60 1 1 1 1 1 (Used Flow from Pipe 13.6 0.80 n/a7 2.84 ST 38.3 F DI -7 n/a Calcs) 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON JDB 9/14/11 AS -BUILT PLAN REG 2/27/13 = DESIGNED BY: PROJECT- AMENDMENT TO SET REV. NO. STONEFIELD BOULEVARD �a�,� ' P JDB 6 o� ���, AS -BUILT SHEET 7 O F 8 - ENGINEERS JDB ELD BOULEVARD ROAD PLAN 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11�� ;,1 DRAWN BY: , SURVEYORS KTM REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 6 REVISED PIPE CALCULATIONS TO SHOW NEW INVERTS JDB 3/9/12 Z v EARL W. MOTTLEY y � PLANNERS � TITLE: Lic. Na. I625 o HR BY: M AICOMPUTATIONSC-20 2Y ASSOCIATES HFW -� SHEET NUMBER: POBox 4119 3040AvemoreSquare P1. sville, VA 22911 WWA NUMBER: FILE NAME, - Phone: DISCIPLINE: SCALE: DATE: Lync434 316.6080 Phone:urg, VA 24502 434.984.2700 ��/ SU FUH: AS SHOWN N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 00#4��� www.wwassociates.net 208026,02 802602C -C-20 (As-BuilOh h 6/1611 1 20 Of 27 /: N/A 3 'S m I d - N I U I U N O �0 N O 00 'S Q0 I Q i 3 N CL U c 0 J 0 ,c 0 0 0 0 N 0 N O 00 0 N i Q) U QL Q) Z 0 Q) Q c0 N O 00 O N i S5 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' w_" ii 50' 0 50' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' \ N W W 1 5 j � � I z __\51 U v X496_ ) U Q z� ------------- / / O v O I / / / cad / z 3RAPH Q I I / cb THE TWO TREES WILL BE INSTALLED ELSEWHERE ON THE / / / TOWN CENTER SITE BASED ON DIRECTION AND WIT�C OCI APPROVAL OF ALBEMARLE COUNTY ZONINGOF s�o UPH / / I - PLAC2 W 2 ^—_ UPH / I I z UPH / / Z O I PLAC Ld UP CUP / CUP I - H/ / PLAC m 6 C3 I I / I PLAC U I I I PH CUP, / [ I CUP UPHLLI n UPH QUP I CUP - I / UPH PLAC `b Ld QUID I / UPH V PLAC I AS—BUILT TREE D / AS—BUILT TREE I z _ _ _ LOCATION LOCATION ® 'SEE T AS—BUILT TREE PLAC SHAL M I \ / / i� INSTA LE LOCATION -� AS— UILT RE / PLAC2 \\A3 �U LT I I I CATI — 0 PLAC AC o TRE O�T1� — — I Lw+ — _ — A D Q a� L 9 i P LIMU Z 0 N — • / - - - - - - - - - - - e - - - -e e e ek t — — — — ` /(�, • �„ 1 + 0 t ` ` • �, 1 +0 ,( X18+00 19+00-20+ 20+ 0 17+ 0 W 21 +0 a - o PEOR1 C 12 \ I t 12 \��Z oo _ _ _ — _ — — — — DIS ICY AV& r s -W — o --- -, I 10 1 1 I ± 58 88 o / 'I` REE NOT _ AS BUILT TREE _ INSTALLED _ CATION AS BUILT TREE —TI --- -- LOCATION F — AS—BUILT TREE AS—BUILT TREE zQ 3 LOCATION— LOCATION QUID _ _ — _ — — — — - �� QUID EP �L S 35'211'13 W 834.23' QUID / Ql� 22 y ARKIN I I \ L c W s — — � / � � O / �U � PLAC P I I m \ ALL BUSHES AND ZN/F NMI H 0� Q P Q I TREES ARE ACCOU TED FOR SYST S I�— I I / IIIrr (� EX 50' ACCESS UP N SI I A 0 TI N ZO ED( G T Dl Irk EASEMENT / I II AND U 1r Q QupH (TO BE VACATED) I BEN K QUP � \ I III P Q I / ECE N= 482.3 I P III Ca 3: ASPHALT I GT \ PARKING QUP I m � I III � � W A n nI� III C,1 D z I` - '496_ i cn z �rTw�nTr�r�_II I RF*TINCTAI I Ffl FI CFWNFRF C1N TNF ,041 _478—-- - \ 38 AS—BUILT TR E — — — —— — — — — —LOCATION o PEP -7L o S 35°21 ' 13" W� 834.23' EP PL AC2 / I I LAC2 LANDSCAPE NOTE: "ALL SITE PLANTINGS OF Q 22 PLAc2 19 6 TREES AND SHRUBS SHALL BE ALLOWED TO �' I REACH AND BE MAINTAINED AT MATURE v LTC, XR W 3 19 PLAC LAC2v �>PLAN/F H 0 GRUM LAC2 I HEIGHT; THE TOPPING OF TREES IS I r1 ALL BUSHES AND LAC2' INTERCOM I TREES ARE ACCOU TED FOR SYST S CORP. LAC2 J PROHIBITED. SHRUBS AND TREES SHALL BE j CONC r IN SIMI A 0 TI N Ace / ZO ED: LI LAC2 �_ \ PRUNED MINIMALLY AND ONLY TO SUPPORT I I �ND T D ST ) UcAc THE OVERALL HEALTH OF THE PLANT." jl� 0 AU D S RIAL E I:m, I BEN K \ \ \ / I I I �R O \SEE E E N = 482.3 / �c 474— EX SCHEDULE K No. C-25 FOR PLANTING KEY AND ALL LANDSCAPE I I I \ ASPHALTO5 — — / " C 4' p 37 TABULATIONS; DETAILS; TREE PROTECTION I71 / PARKING 4PLASTI�c NOTES AND LANDSCAPE SPECIFICATIONS. 1111 m 1 REVISED STREET TREES PER VDOT COMMENTS JDB 9/14/11 AS—BUILT PLAN REG 2/27/13 � DESIGNED BY: PROJECT: SET REV. NO. STH °� JDB AMENDMENT TO 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 9/22/11 e—ve-l-le - AS —BUILT SHEET 8 0 F 8 STONEFI ELD BOULEVARD ROAD PLAN 6 UPDATED STREET NAMES PER COMMENT REG 4/03/13 ��� / r ,r ENGINEERS DRAWN eY: KTM REG ALBEMARLE COUNTY, VIRGINIA SURVEYORS DRAWING NUMBER: v EARL W, MOTTLEY y , Lic. Na. 1625 PLANNERS TITLE: DIHR BY: LANDSCAPE PLAN AND DETAILS C-24 ?� ASSOCIATES HFW SHEET NUMBER: rPO Box 4119 3040 Avemore Square Pl. T�Phone: chr,VA hone: 4502 Ce43le,VA22911 2700 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: H: 1 " = 50' NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 0#" **wwwmwassociatesmet 208026.02 802602C_C-24 (As—Buil �yh V: NSA 6116111 24 of 27