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HomeMy WebLinkAboutSUB201200002 Plan - Other (not approved) Minor Amendment 2011-12-22w SHEET NO. DRAWING NO. 1 OF 27 C-1 PROIFFERS 2 OF 27 C-2 C-19 3 OF 27 C-3 NORTH OF 4 OF 27 C-4 STONEFIELD BOULEVARD PLAN AND 5 OF 27 C-5 PLAN 6 OF 27 C-6 TYPIICAL SECTIONS AND DETAILS 7 OF 27 C-7 SQUARE 8 OF 27 C-8 C-23 9 OF 27 C-9 27 10 OF 27 C-10 OF 11 OF 27 C-11 26 12 OF 27 C-12 BIOFr ILTER LANDSCAPE PLAN 13 OF 27 C-13 14 OF 27 C-14 15 OF 27 C-15 16 OF 27 C-16�� 17 OF 27 C-17 all a--- so 0 I _D I p - v - qb a Lill rmm%17 pkJ'- I i TITLE OF EE��D C-18 PROIFFERS STORM DRAIN PROFILES GENERAL NOTES AND LEGEND OF EARTHWORK SPECIFICATIONS C-19 VDOT, ROAD AND PAVEMENT CONSTRUCTION NOTES EXISTING SITE CONDITIONS AREAS, REMOVAL OF THE OVERALL PLAN AND SHEET LAYOUT NORTH OF GRADING PLAN STREET, ADDITION OF THE RIGHT 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 TYPIICAL SECTIONS AND DETAILS 22 VDOiT STANDARD DETAILS 27 VDO)T STANDARD DETAILS SQUARE 18 OF 27 C-18 1. STONEFIELD STORM DRAIN PROFILES 19 OF 27 C-19 STREET. THIS INVOLVES STORM DRAIN PLAN AND PROFILE AREAS, REMOVAL OF THE GUTTER PAN NORTH OF THE INTERSECTION WITH HOUSTON STREET, ADDITION OF THE RIGHT STRIUCTURES 45 TO 22 20 OF 27 C-20 (DISTRICT AVENUE), AND RELATED STORM DRAIN COMPUTATIONS 21 OF 27 C-21 FASHION DRAINAGE AREA MAP 22 OF 27 C-22 SQUARE BIOF-ILTER DETAILS AND CALCULATIONS 23 OF 27 C-23 MALL BMP' CALCULATIONS 24 OF 27 C-24 LANIDSCAPE PLAN AND DETAILS 25 OF 27 C-25 LANIDSCAPING DETAILS, NOTES AND SCHEDULES 26 OF 27 C-26 BIOFr ILTER LANDSCAPE PLAN 27 OF 27 C-27 ROADWAY PHOTOMETRIC STUDY NOTE: 61W, PARCEL 3-19A 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. 1 ADDRESSED COUNTY AND VDOT COMMENTS 2 ADDRESSED COUNTY COMMENTS 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 NO. SHEET REVISION WPO# 20 1 1-0003 6 JUNE 16, 2011 1=EdAR HILL a VICINITY MAP SCALE: 1 "=2000' 1r]II;1e1u �5 r U.S. ROUTE 29 — (SBL) U.S. ROUTE 29 — (NBL__ SPERRY MARINE 1 PRELIMINARY PLAN EXHIBIT (FOR REFERENCE ONLY} SCALE: 1 "=400' SITE DATA DEVELOPER/APPLICANT: ENGINEER: ALBEMARLE PLACE EAAP, LLC 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301) 652-7400 ATTN: THOMAS R. GALLAGHER EMAIL: TGALLAGHER@EDENSANDAVANT.COM 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: 61W, PARCEL 3-19A THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD 0 CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.S. 3483, PG. 698, AND IS INDICATED AS TAX �a TMP 61W -3-19A, 19B, 23, and 24. TM 61W, PARCEL 3-25 FASHION SQUARE MALL I WH! RD OOD P` o SIT � 0 SEMINOLE SQUARE SHOPPING y� CENTER 01 G US H`M 29/250 �y BYPASS 40) (51�o o� 1=EdAR HILL a VICINITY MAP SCALE: 1 "=2000' 1r]II;1e1u �5 r U.S. ROUTE 29 — (SBL) U.S. ROUTE 29 — (NBL__ SPERRY MARINE 1 PRELIMINARY PLAN EXHIBIT (FOR REFERENCE ONLY} SCALE: 1 "=400' SITE DATA DEVELOPER/APPLICANT: ENGINEER: ALBEMARLE PLACE EAAP, LLC 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301) 652-7400 ATTN: THOMAS R. GALLAGHER EMAIL: TGALLAGHER@EDENSANDAVANT.COM 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: 61W, PARCEL 3-19A 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.S. 3483, PG. 698, AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3-19A, 19B, 23, and 24. SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP/PARCEL: ZONING: OVERLAY DISTRICT: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 & BY AERIEL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 ALBEMARLE COUNTY, VA JACK JOUETT 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 NMD (NEIGHBORHOOD MODEL 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 C1—IV FINAL SITE PLAN • STONEFIELD TOWN CENTER — FINAL SITE PLAN AMENDMENT 3. VDOT ROAD CLASSIFICATION FOR STONEFIELD BOULEVARD IS URBAN COLLECTOR. JDB 9/14/11 ..__ OP Tx 0 DESIGNED BY: PROJECT: AMENDMENT TO SET REV. No. JDB 9/27/11 �.� �'�' JD8 4 STONEFIELD BOULEVARD ROAD PLAN ,,�, ENGINEERS DRAWN BY: JDB 12/22/11 ^� SURVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: o - KTM TI RB T F PLANNERS FLE.- DA) 'RN � Lie. T+€a. O42 D1NR BY:: COVER SHEET C � � �ASSOCIATES y y g ,tv� 1 Z- Z Z- fl HFW SHEET NUMBER: « � PO Box 4119 3040AvemoreSq=ePl, qc, D�Jc�P��NE: SCALE. DATE. i+ Lynchburg, VA 24502 Charlottesville, VA 22911 VV ✓✓A NUMBER: EI L F NAMF: vl �-. NAL Phone: 434.316.6080 Phone: 434.984.2700 802602C-01.dwg 61151 � sjOINAL CIVIL H: AS SHOWN p f 2 BY DATE ND. SHEET REVISION BY DATE 208026.02 ✓: N/A__ 3 ri 1 U U N N 0 00 s it s v CL �a c v i V Q N 0 N 0M 0! ^0 Y i.i CL Qi E Q h� + V 0ry� co 0 N ✓- IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' NOTES: 5 I ! I �C� 11 j 1. =TRAFFIC ANALYSIS INTERSECTION ELS / 2. INTERSECTION 3 IS A 4 SAY ---STOP -CONDITION. ?„Alli o� 3. INTERSECTIONS AND (6)ARE THR UGH CONDITIONS FOR STONEFIELD Q - BOULEVARD! 0 � SOUTH DIVERSION PIPE. REFER TO �I �1 o u� �; V �� A ALBEMARLE PLACE TOWN CENTER ER ION GRAPH uj _ r AND SEDIMENT CONTROL PLAN 0 U 4. T DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD DISTRICT g / ( �' AM�NDMENT WP02009-00074 R S I , w I ! ' AVENUE) AND BLACKBIRD LANE. THIS INTERSECTION WILL BE REVIEWED A D AILS. WHEN THE CONSTRUCTION DOCUME TS FOR BLOCK F, BLOCK G, OR THE I f I PERMANENT EXTENSION OF STONEFI LD BOULEVARD (DISTRICT AVENUE) TO / / W ROUTE 29 IS SUBMITTED. J D46 �? I E-' I — 2' 0w1.0' 1.0' SIGHT / if3 I = — %�g E+ ��� w l- / I 8954 to d DISTANCE - / 9388 A 9378 i EASEMENT 404 6 CONIC SW I 9147 914s 1.0 SIGHT 893_2 8924 / 9986 fc, 9127 _- -- DISTANCE i � s I 0068 ( 9382 ( ) w� I 0127 0029 - - Tl'P - EASEMENT // SFALI�aM i TC TC 9428 9424 91 98 89TC 8974 / TC TC 91 73 TC � TC M / �� E TC EYE d I — o. rIq J��II� i �-I(i � � I _ � ---- • , .° ' � -'" _ _ _ - - - 3�5 SIGNS �' _-- —.. � OBJ OBJ 315 SIGN] DIS — 490 - �- oeJ 00 19+00 + t ` e '�" N16+00 1 73+, N , l - _ 2 +7n I OBJ SIGH] DIST ROSSWALK {TYP) T - W N2 W N 2� 9890 25 .-- W W W �► B' eo' is _ 110 00 / l+0 o J oeJ I / 5 31 IOYiT QST / E EYE 81 oo ^� O \7_45 ; TOP � Q � OBJ �'� r,. 266.97 IG T DIS %- "� 9369 93 - 91 82 8 37 70 / _ N v _ / - - 867 I -I N _� 9928 9 Tc 9324 TC 9186 — �� \ - �r 1_ 98311 'C 8 REINFORCED 9327 - / BIOFILTER 9207 9132 i CONCRETE WITH (� 9342 / TC /9159 85`9 851 1.0 S HT 87TC � I 4 6X6-W2.9XW2.9WWF iii bIS AN E 1 � - �- — TOP AND BOTTOM E -N 9157 �F-- TC SEM � T- S�0 1�� i� ? (2" CLEAR) y EP S 35°21' 1 22 y �- 717T — - 492 - - I I l l �ARKiN! " m T— —�' SCREENING WALL N/F N R 0k M� 1 1.0 SIGHT DISTANCE �� REFER TO S\FOPIEFIELD TOWNCENTER FINAL i sY zo c ' III i TIS EASEMENT I' I E PLAN MEN -FO DESl TAI I �G T DEN� LLJ _� ASPkALT I' ! c = - PAPK NC Z\ -i'li 'I � ! i� I �, ��, � "'o m SOUTH DIVERSION PIPE. REFER TO / R ALBEMARLE PLACE TOWN CENTER EION AND SEDIMENT CONTROL PLAN w / I AM�NDMENT, WP02009-00074 R D Is / / 1 � �f'AI Ls. Ld o ..� /w 60" NORTH DIVERSION PIPE. REFER TO �w / / I ALBEMARLE PLACE TOWN CENTER EROSION = 8904 �Y2 / AND SEDIMENT CONTROL PLAN, 1 / / WP02009-00074 FOR DETAILS. SW 914_7 9149 �. 1.0 SIGHT 8932 �' 8924 �I 1 9127 _ --- DISTANCE / / Z EASEMENT / / / ? T 9198 89TC 78 8974 / / g1 TCI TC '/ �90 �` ` TC / y---- EYE 0 CN =% C� o II C,� 0 IL -�' 1 CHANGED RIGHT TURN LANE TO THROUGH LANE AND ADDED SITE JDB 9/14/11 E DISTANCES AT INSERSECTION 6 s' Q 2 REVISED STOP BARS ON THROUGH LANES AT INTERSECTION 6 JDB 9/27/11 M 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22//11 O co N No. SHEET REVISION BY DATE No. � t � r� i i � i t � � r � i i r � r � r� � � r r , i i r rUMMAN' r �_ N F Nl R II O C R SCREENING WALL SYS iS CORP. / INTERCOM�� coNc� REFER TO STON-EFIELD TOWNCENTER FINAL i zo ED: H / pq TEMPORARY PIPE TO FOREBA OF IEP N ,qM ENID 02 DET' i S f ��i C T VsTe ) -�11` CS, W INTERIM NORTH SWM FACILITY TO BE i LAND U JSRIAL I �, ❑ - j4/ P4 REMOVED WITH CONSTRUCTION OF PERMANENT NORTH SWM FACILITY. oNo 7 F' ALIGNMENT AN�PROFILE-SHOWN-ON 482.32 / THESE PIANS REPLACE ALIGNMENT ASPHA-T/5) G4 PARKNC / A° PLASTIC p��Cl �/ '�! - AND PROFILE SHOWN ON ALBEMARLE PL.ACESTORMWATER MANAGEMENT �3 �- PL WP02010-00023 FOR DETAILS. �n,� � n� ��i � n/ ,�� gni �, r �� gni , i /� �"; "�,° o DESIGNED JDs. PROJECT: AMENDMENT TO SET REV. o. ENGINEERS DRAWN BY: STONEFIELD BOULEVARD ROAD PLAN 4 SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS DIHR BY: 7 E. GRADING PLAN C-8 Lze;. o.0 _AsSOHFIN SHEET NUMBER: PO Box 4119 3040 Avemore Square PL Lynchburg, VA24502 Cbazlottesv111e,'VA22911 NWA NUMBER: Erl_E NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.9384.2700 Jtox L wwlv.wxvassoclates.net 802602C_C-08.dwg c�vi� H: t ;; _ �oo; 6116111 8 of 2 7 SHEET REVISION BY DATE 208026.02 V: i 1, 0 �' I NOTES: =TRAFFIC I INTERSECTION LABELS - I NOTE: I I I 1. TRAFFI ANALYSIS I I �I�15 I WATER AND SANITARY SEWER UTILITIES i 2. INTERSECTION3 IS 4 -WAY STOP CONDITION. TO BE DESIGNED UNDER SEPARATEII SITE PLANS. I'�� II 3. INTERSECTIONS 7 4 D 6 ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. I 11 I z W U y I V Z RAP -I r f < ''I¢ t ¢ O C� fI V) CO I- I- Z I- I 2 I- N Z N C U I n C !I � p � p C7 C� = J � J = U of J H J H 1- Z N J F- M � (- Z W 0 O O p Z Z H W I VO W n (� nzr. n¢N I ozn CIS H C7 r N 3¢ CD - O0 N Q n N 00 n 0 d Z 00 a tDLO 0 00 a�N c; r*- CJ W J U W J '� nh N ¢ �? n 'S Lr_�- Q O t00 n �`� n� �� I �� ��I� �d-� �r`� n�0 V f'I a+ a+ ¢ d ¢ 0- Q� HN 1---F- I -N Orn ¢ht- Wry �+ `Z�� W�1 } M+ ¢ N - _ �-a.. Np.. 1-QOOa �¢�a 2 W paN N� 3 W J� N� OW O Ip0 O O ON O 'S I-+ O 000 �F-tea cnF-�-0 I-ZJZO+� it)+N wZ-' O +T �p�� •• IQ'+� d'M+ Q� +� ��� NO ¢� �'+� W IF THIS DRAWING IS A REDUCTION �Y V;��I z_ z_ ¢ m z �? a a o n •• r- d" a, •• w cn to N r. N r� • N r� J - Q � {.. .- W in r�I f C'QLL ('¢L� Otf)I`�N atf)I`�r �nQnd (�I�-�j ��-�j mn¢_op00 �rW N W �� Z�T n I ICE Za (/? w�IL Li U- oN+ CSN+ w�wrn QWrznM4nN n I .. �`t I c[> I ¢ GRAPHIC SCALE MUST BE USED T r to cn w ¢ u- to I a Z F- �n I Q o Z � to it 1C C� I J !4 mtn0 mono p p N ��>�N nam pQ� ��¢ M nQ� Zcnl-.1,_ nQ� wtn w�cn I zt¢-�` wcn� w�tn ZW rr r ? :I� N �Zr� NZT'I ¢ ¢r ZE- ZF- ¢ ��T ZI- w�(n0 F IZF- mac~ V' m�cn C�C>tn IL N SCALE: 1 = 50 II !I cn d -.-z.- wcno W cno >¢zN �� wcno Iwcno wcno wtno a n craw n �aLL �� � Z wl-U- z w�-w n 1 ca I¢ n 1 c� I QLLL- 1 II II EE N W mcn0 w mcno z0LdV)l- ZV)ujV) LL- L� II { w�mMcn wmmmcnoo Z Ji J 22. ' ® 50' -u \ m < + ° + + EX c 50 �SHA�L � ,I n N" N 4 .6 m � N m Cin 00 22 N °p R=25 R=25' C� (A CG -12A M. R=25' cc-1 CG -12A N c v EX A R 5' �`�� " II W BIOFILTER I n ii 25 BOUNDARY BUFFER Z P w / REFER TO DWG NO. "' �� Z o 0 l+ X �" -L I C-22 FOR DETAILS lLL- _ 2 wO _ F- Z 0_' O Alk O - - - - - - - - - - z n nam z �� rp 04 r- ¢ NO a� A C;) 00 °' 4LO 3-- � �, ONO o� op Jz zN00 Darn nar) T ox n of ua Q co r� m co a, ¢ N o S E N I N -- �- ___-.K� r: of [ %� /T MP /6W LO W W= W 00 K 3 rn rn m O ¢ � ¢ r T p@ W O/- lij Pr I �ARKIi� III� I I �� ��+ oO� I`�� d N m I uyN Qn nN�N 0 LO 0 to d' c5� v I I � �- 4 o n + I = a + + w ca w + A + cr + c� REFER��TONEF'�ELD TOWNCEN ER + 2 + � + N NbR �' o 9 I z r Q1- QO PO •• �0 1 n .. :5 K) ., QM -2� • � I, .. r� os � a � 0 SYST US 0 I I w Z_�z_ r cirri s U c�T-Ei v r� > r-rr c��� c�r�, FINAL SITE PLAN AM ENT FOR c�r-� ¢N ¢N � �r w �� 1 w o I Q n c��� ..� nc� "� n� �� �� n "� o "� DETAILS. z� z I I ZONED ! wV)_ cn1- a ¢ ¢ a ¢ ¢ 1 _ z 1- w �� z U -i It z W r- w z vn W vn -z L, Z� w z r w -� z i h w tn 1 { Q ! m�H ��� LLI 0 LaimH-cn0 wmcn0 WM m�cnoo w(no wcno w �m�(n 1 ' I I w C\N �� - I' � ' i � / 1I -II) U�L I Ii U 13 - E� �. w 02ELD BLVD PLA STONEFI V N 482.3 - 1I I _�+ 20+50z A� hAL7 STA.10 00 TO STA. PARKING ! ROAD CLASSIFICATION - URBAN COLLECTOR F7-- � DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH ,,-- I 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. STONEFIELD BLVD - PRO=iFILE STA. 10+00 TO STA. 20+:50 ROAD CLASSIFICATION - URBAN COILLECTOR DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 110' 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 N35'21'13"E 229.20 L9 S54'38'47"E 53.69 A R 5' �`�� " II W BIOFILTER I n ii 25 BOUNDARY BUFFER Z P w / REFER TO DWG NO. "' �� Z o 0 l+ X �" -L I C-22 FOR DETAILS lLL- _ 2 wO _ F- Z 0_' O Alk O - - - - - - - - - - z n nam z �� rp 04 r- ¢ NO a� A C;) 00 °' 4LO 3-- � �, ONO o� op Jz zN00 Darn nar) T ox n of ua Q co r� m co a, ¢ N o S E N I N -- �- ___-.K� r: of [ %� /T MP /6W LO W W= W 00 K 3 rn rn m O ¢ � ¢ r T p@ W O/- lij Pr I �ARKIi� III� I I �� ��+ oO� I`�� d N m I uyN Qn nN�N 0 LO 0 to d' c5� v I I � �- 4 o n + I = a + + w ca w + A + cr + c� REFER��TONEF'�ELD TOWNCEN ER + 2 + � + N NbR �' o 9 I z r Q1- QO PO •• �0 1 n .. :5 K) ., QM -2� • � I, .. r� os � a � 0 SYST US 0 I I w Z_�z_ r cirri s U c�T-Ei v r� > r-rr c��� c�r�, FINAL SITE PLAN AM ENT FOR c�r-� ¢N ¢N � �r w �� 1 w o I Q n c��� ..� nc� "� n� �� �� n "� o "� DETAILS. z� z I I ZONED ! wV)_ cn1- a ¢ ¢ a ¢ ¢ 1 _ z 1- w �� z U -i It z W r- w z vn W vn -z L, Z� w z r w -� z i h w tn 1 { Q ! m�H ��� LLI 0 LaimH-cn0 wmcn0 WM m�cnoo w(no wcno w �m�(n 1 ' I I w C\N �� - I' � ' i � / 1I -II) U�L I Ii U 13 - E� �. w 02ELD BLVD PLA STONEFI V N 482.3 - 1I I _�+ 20+50z A� hAL7 STA.10 00 TO STA. PARKING ! ROAD CLASSIFICATION - URBAN COLLECTOR F7-- � DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH ,,-- I 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. STONEFIELD BLVD - PRO=iFILE STA. 10+00 TO STA. 20+:50 ROAD CLASSIFICATION - URBAN COILLECTOR DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 110' 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 N29'28'19"E 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 S37'16'12"W 19.97 C5 19.97 300.00 3'48'51" 9.99 N37'16'12"E 19.97 C6 19,97 300.00 3'48'51 " 9.99 N332722"E 19.97 C7 33.20 500.00 3'48' 17" 16.61 533'27'05"W 33.20 C8 134.89 400.00 19.19' 16" 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 3'50'54" 25.90 N52 -43'20"W 51.78 A R 5' �`�� " II W BIOFILTER I n ii 25 BOUNDARY BUFFER Z P w / REFER TO DWG NO. "' �� Z o 0 l+ X �" -L I C-22 FOR DETAILS lLL- _ 2 wO _ F- Z 0_' O Alk O - - - - - - - - - - z n nam z �� rp 04 r- ¢ NO a� A C;) 00 °' 4LO 3-- � �, ONO o� op Jz zN00 Darn nar) T ox n of ua Q co r� m co a, ¢ N o S E N I N -- �- ___-.K� r: of [ %� /T MP /6W LO W W= W 00 K 3 rn rn m O ¢ � ¢ r T p@ W O/- lij Pr I �ARKIi� III� I I �� ��+ oO� I`�� d N m I uyN Qn nN�N 0 LO 0 to d' c5� v I I � �- 4 o n + I = a + + w ca w + A + cr + c� REFER��TONEF'�ELD TOWNCEN ER + 2 + � + N NbR �' o 9 I z r Q1- QO PO •• �0 1 n .. :5 K) ., QM -2� • � I, .. r� os � a � 0 SYST US 0 I I w Z_�z_ r cirri s U c�T-Ei v r� > r-rr c��� c�r�, FINAL SITE PLAN AM ENT FOR c�r-� ¢N ¢N � �r w �� 1 w o I Q n c��� ..� nc� "� n� �� �� n "� o "� DETAILS. z� z I I ZONED ! wV)_ cn1- a ¢ ¢ a ¢ ¢ 1 _ z 1- w �� z U -i It z W r- w z vn W vn -z L, Z� w z r w -� z i h w tn 1 { Q ! m�H ��� LLI 0 LaimH-cn0 wmcn0 WM m�cnoo w(no wcno w �m�(n 1 ' I I w C\N �� - I' � ' i � / 1I -II) U�L I Ii U 13 - E� �. w 02ELD BLVD PLA STONEFI V N 482.3 - 1I I _�+ 20+50z A� hAL7 STA.10 00 TO STA. PARKING ! ROAD CLASSIFICATION - URBAN COLLECTOR F7-- � DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH ,,-- I 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. STONEFIELD BLVD - PRO=iFILE STA. 10+00 TO STA. 20+:50 ROAD CLASSIFICATION - URBAN COILLECTOR DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPH IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 110' 50' 0 50' HORZ: 1" = 50' 530 _--- 530 -3-7---PVI--E - - 525 - - - - - - - ve _ PVI -EC = 414.3 - __ _ - - -- -- �. _ 525 520 - - _130.0 --- -0 V9520 - - _�-- F== - - -4- - - - -- - - - - Z 515 LC N 515 - - - --�- - - F - -- 510 • - 667, _ 00- rN--00 - - -- - - - -- -� 510 505 - -r� I -' 505 ,- .. - - - tc'- - 500 = - Q-- W 's Juu, �� - uu- - -' _ cn--- �'+- - - -- - - -� � -�- - --- 500 495 - LLJ z -- -m _ _ _ -� - - -�00 - - Q ! - -- - - - - - - 1- - -, - �- �- - of 495 490 490 _ _ _ -- -- - - - - 485 - 485 N E RAD- - -- -- - -- - 480 - -- -GRAD - i F - 480 475 - 1- z - -� i - - -- - =4- -{0p--- - - - 475 - - H Z 470 > w - Lu LJ 465 - - Ld - 465 'i • I- cn I I i _ 460 aur 0EX 460 r r Ld TLij En I) 455 01 , rn 455 N `- E- F-450 ~ -Lr- LU F-aV) ~ ~ Lij _ ... 450 O L ce G) O Ln r� 6) O In 00 O Ln m 00 (D O O Ln Lo i Lq N L N O O O I_C) Lr) Ln I O G) 00 O O 0'1 CT) Ln Ln co Ln cy) a7 0) Iq CO d 4'`D 0')9) O cfl I") 1� N 0) 9) (7)m 't N cfl NO O) - O d G) N cy) N 00 Lq n O G) O) G) cy) 00 00 00 N N 07 cy) 00 00 I cD O) G) 00 00 cC7 m 00 r7 0) 00 00 00 O) 00 d- Ll( N 00 00 �t tet' 10+00 10+50 11+00 11+50 12+00 12+50 13+0 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 1CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED VERTICAL JDB 9/14/1,1 Q , DESIGNED 3Y: PROJECT: SET REV. NO. CURVE AT STA. 15+08.23 AND STOPPING SIGHT DISTANCE TO PROFILE, I JDB AMENDMENT TO 4 ENGINEERSSTONEFIELD BOULEVARD ROAD PLAN REVISED MEDIAN AT MAIN STREET INTERSECTION SURVEYORS DRAWN' By: ALBEMARLE COUNTY, VIRGINIA DRAWIN G NUMBER: 2 REVISED NOTES PER NEW INTERSECTION CONFIGURATION JDB 9/27/11 KTM DSL R ♦ PLANNERS TITLE: 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 Lic.No. 042 DIHR E3Y: STONEFIELD BOULEVARD PLAN AND PROFILE 0-9 w,AsSOCTATES HFIN STA. 10+00 TO STA. 20+50 SAFEf nur11BER: PO Box 4119 3040 Avemore Square ' Lynchburg, VA 24502 Chulottmiile,VPA22911 /VWA NUMBER: F/L� NAMc. DISCIPLINE: SCALE: DA-. ` 'tQNAL Phone: 434.316.6080 Phone: 434.9844.2700 g CIVIL H: 1"_ 50' s J j 9 of 27 No. SHEET REVISION BY DATE NO. SHEET REVISION 13Y DATE �rti�.�n:tes.net 20802f.02 802602C_C-09.dw V: 9" - 10' / / N 0 (460 00 0 N i a� U CL v Q) Q cQ 0 00 0 N NOTE: \ WATER AND SANITARY SEWER UTILITIESv TO BE DESIGNED UNDER SEPARATE I w � SITE PLANS. I rn � ! � U �w O Z _ H = N = Z J W �ZN J 2, -- PO -I Z X000 00 LO �Qn �ujo0 '�,wro� LO 0 ONO V V 3 H H0)© !F THIS DRAWING IS A REDUCTION �` 0 '- `t `r a o fl�c+D �N� Off+ �'SF-+ o�� aCO,N oN� Quo GRAPHIC SCALE MUST BE USED ¢ <t r h „ N °' ¢ �+ �w LO + Q t- Q � A C7w Cq + CV " , o f aC C� �i E z co l 0 1 ;� �' v z 0 SCALE: 1 = 50 z�E- c� I a c� z�E- �n II haw �N .. W cn z fl L wtoE-- C�0V) w�to OQU �y wF-� wtn0 m�tn W V)0 N mtn0 OQE n O w 0 50' 50' � V) O 22. J.: W n �00 N N tin ��� 5 22 w 0')R=25 ti R=25' CG -12A EEX �� WATER LINES TO BE �. r DESIGNED UNDER F y f� cc -s m CG 12A -`''- . �` it SEPARATE SITE PLANS s. Al -4�! ONEFIELD BLVD. N a =25' � s� 1 R=224 L$ NOTES: 1.9 o L -SSCREENIN�L �� r' ( Y--,cn,,l „ w r°7� / l I /l ff�/ ' Iltt-1 l l v P o w 3� ��g + REFER TTONEF ELD TOWNCEN E + + + N/F �oR o cRUMM I� ---- l 1. =TRAFFIC ANALYSIS INTERSECTION LABELS _ �, �I FINAL SITE PLAN AM7ENT1 FOR c� °' Z a cav a SYSTEMS CORP. NTEE coM J - ONED: �I C0NCti h (� 0 a - I DETAILS. ��[ �' - I I E-1 � �. 2. INTERSECTION IS A 4 -WAY STOP CONDITION. E IG IND STRI J I w wtiO I¢ - wi JJm� IYLLL, �I ASD UE: D S RI�L j ' DoE ,�AC 3, INTERSECTIONS Qi) AND ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. BEiNC K RoN +D STONEFIELD BLVD - PLAN R - I CONI 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND EDEN_ 4 2.3� - J STA. 20+50 TO STA. 26+77.34 - =X BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWEID WHEN _ ;� F BLOCK G OR THE PERMANENT EXTENSION c ROAD CLASSIFICATION - URBAN COLLECTOR �" P�asTic p�O THE CONSTRUCTION DOCUMENTS FOR BLOCK I OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. 1 711, I DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPHLU vlr i n� L \J �, -� L�Al 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 L$ NOTES: 1.9 o L -SSCREENIN�L �� r' ( Y--,cn,,l „ w r°7� / l I /l ff�/ ' Iltt-1 l l v P o w 3� ��g + REFER TTONEF ELD TOWNCEN E + + + N/F �oR o cRUMM I� ---- l 1. =TRAFFIC ANALYSIS INTERSECTION LABELS _ �, �I FINAL SITE PLAN AM7ENT1 FOR c� °' Z a cav a SYSTEMS CORP. NTEE coM J - ONED: �I C0NCti h (� 0 a - I DETAILS. ��[ �' - I I E-1 � �. 2. INTERSECTION IS A 4 -WAY STOP CONDITION. E IG IND STRI J I w wtiO I¢ - wi JJm� IYLLL, �I ASD UE: D S RI�L j ' DoE ,�AC 3, INTERSECTIONS Qi) AND ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. BEiNC K RoN +D STONEFIELD BLVD - PLAN R - I CONI 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND EDEN_ 4 2.3� - J STA. 20+50 TO STA. 26+77.34 - =X BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWEID WHEN _ ;� F BLOCK G OR THE PERMANENT EXTENSION c ROAD CLASSIFICATION - URBAN COLLECTOR �" P�asTic p�O THE CONSTRUCTION DOCUMENTS FOR BLOCK I OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. 1 711, I DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPHLU vlr i n� L \J �, -� L�Al CURVE TABLE 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 33.201 C8 134.89 400.00 19-19"16" 68.09 1 S45'00'51 "W 134.25 C9 134.89 400.00 19"19'16" 68.09 1 N45'00'51 "E 134.25 L$ NOTES: 1.9 o L -SSCREENIN�L �� r' ( Y--,cn,,l „ w r°7� / l I /l ff�/ ' Iltt-1 l l v P o w 3� ��g + REFER TTONEF ELD TOWNCEN E + + + N/F �oR o cRUMM I� ---- l 1. =TRAFFIC ANALYSIS INTERSECTION LABELS _ �, �I FINAL SITE PLAN AM7ENT1 FOR c� °' Z a cav a SYSTEMS CORP. NTEE coM J - ONED: �I C0NCti h (� 0 a - I DETAILS. ��[ �' - I I E-1 � �. 2. INTERSECTION IS A 4 -WAY STOP CONDITION. E IG IND STRI J I w wtiO I¢ - wi JJm� IYLLL, �I ASD UE: D S RI�L j ' DoE ,�AC 3, INTERSECTIONS Qi) AND ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD. BEiNC K RoN +D STONEFIELD BLVD - PLAN R - I CONI 4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND EDEN_ 4 2.3� - J STA. 20+50 TO STA. 26+77.34 - =X BLACKBIRD LANE HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWEID WHEN _ ;� F BLOCK G OR THE PERMANENT EXTENSION c ROAD CLASSIFICATION - URBAN COLLECTOR �" P�asTic p�O THE CONSTRUCTION DOCUMENTS FOR BLOCK I OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED. 1 711, I DESIGN SPEED - 25 MPH POSTED SPEED - 25 MPHLU vlr i n� L \J �, -� L�Al STONEFIELD BLVD - 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 1 ,�H 0� DESIGNED BY: PROJECT T AMENDMENT TO sol REV. No. SIGHT DISTANCE TO PROFILE JDB ENGINEERS STONEFIELD BOULEVARD ROAD PLAN 2 REVISED NOTES FOR NEW INTERSECTION CONFIGURATION JDB 9/27/11 �' oRAr✓v BY SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22,/11 � � PLANNERS TITLE: D)A R i Lic% No 042 DWR BY: STONEFIELD BOULEVARD PLAN AND PROFILE C-1 O AHFW STA. 20+50 TO STA. 26+75.17 ` Ivy -r, - i s - g _ _ SHEET NUMBER: PO Box 4119 3040Avemore:S uueP1. L VVyyA NUMBER: n'I DISCIPLINE: SCALE: DAT Lynchburg, VA 24502 Charlottesville, � VA 22911 MBE \: E;i nr �Vl E ' AF: Phone: 434.316.6080 Phone: 434.5984.2700 �S�joxAL .nez so2so2c_c- � o.dwg CIVIL H: 1 �� = 50, 6116 / 1 i 10 of 27 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 208026.02 V: 1 = 10 530 525 - -- - 4 -- - - 525 520 0--- - i - �- -- 520 515 J - 515 z -- VI =-4 -6.58 - - ' -- -FU-- -- -�q�: 1=--3- 46 PVF- STA--= -2 +7.6 -- _ 510 _o w- w- 1-4:4 - - - �- �- - 510 505 505 - - - - QVC- - -� - U 500 = - 500 - 495 - Ljj -_�� .. '- ET *- 495 o� - - - 490 - - t -9iIV-1- 490 - - � 4$5 _ - - ____ - LU 485 -� 480 AD -E -NE-W RADE--® - 7-- } - -1 - - 480 475 -- CL ROAD- AN -P-GL I - - 475 I 470 470 I I 04 465 465 460 0460 I I I 455 o 455 F- I ~ 450 _ 450 Ir` ICO 00 0) L7 r ca00 d N 0) rc0 00 d CO ro c0 (0 00co CO C6 Ln co d I Ln N: 0) 't O LO O Ln t17 co co o d o co co co r r I Ln T N CN coy d cfl - r 00 oo c0 N r` N f` 6 O 0n 0) 00 00 00 r` r` r- r rt 00 CO r` r CO STONEFIELD BLVD - 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 1 ,�H 0� DESIGNED BY: PROJECT T AMENDMENT TO sol REV. No. SIGHT DISTANCE TO PROFILE JDB ENGINEERS STONEFIELD BOULEVARD ROAD PLAN 2 REVISED NOTES FOR NEW INTERSECTION CONFIGURATION JDB 9/27/11 �' oRAr✓v BY SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22,/11 � � PLANNERS TITLE: D)A R i Lic% No 042 DWR BY: STONEFIELD BOULEVARD PLAN AND PROFILE C-1 O AHFW STA. 20+50 TO STA. 26+75.17 ` Ivy -r, - i s - g _ _ SHEET NUMBER: PO Box 4119 3040Avemore:S uueP1. L VVyyA NUMBER: n'I DISCIPLINE: SCALE: DAT Lynchburg, VA 24502 Charlottesville, � VA 22911 MBE \: E;i nr �Vl E ' AF: Phone: 434.316.6080 Phone: 434.5984.2700 �S�joxAL .nez so2so2c_c- � o.dwg CIVIL H: 1 �� = 50, 6116 / 1 i 10 of 27 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 208026.02 V: 1 = 10 SIGNAGE AND STRIPING LEGEND ID ITEM (SPECIFICATION) DESCRIPTION F-1] STOP SIGN STEP (MUTCD W1-1) SINGLE POST RESIDENTIAL SPEED 02 SPEED LIMIT SIGN - 25 MPH LIMIT (MUTCD R2 -1C) 25 BLOCK # SPACE DIRECTIONAL 2400 ► ARROW ROAD NAME SIGN (NAME) TR SUFFIX SPACE SINGLE POST SR 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) I I Y SIGNAGE NOTES: 11 I l T'I I 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR THE TYPE REFERENCED FOR SIZE AND MESSAGE. ALL PEDESTRAIN CROSSING SIGNS SHALL BE HIGH VISIBILITY, FLOURESCENT YELLOW GREEN. I 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 ISI THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, SECTION 1328.10, TRAFFIC CONTROL DEVICES, USP -1 U -TYPE STEEL POSTS ® 2 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 qll I II TOP OF THE POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST. o I - I 3. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP-1. -RAPHr?' I r l rizl l N; �U Ij Q —I — PQ 1 1 �I� TEMPORARY BARRIER GQ �'I I o SIGNALIZED INTERSECTION. SEE (STANDARD ANDARD TRAFFIC BARRICADE TB -1 I � I � ALBEMARLE PLACE/ROAD IMPROVEMENT TEMPORARY BARRIER ) TEMPORARY BARRIER (STANDARD TRAFFIC PLAN RT29 AND HYDRAULIC ROAD (STANDARD TRAFFIC A of III �� (WP02008-00068) AS PREPARED BY BARRICADE TB -1) Z BARRICADE TB -1) i ,;;Ill I- IS N I I V K A. v Pq �SHAFL I�M o I _! 1 2 1 (M I ao L , C 9- � -- -------- - - - - -- 5 _ 9 r .t i I - i -10 0 - �_:_ _� ��` - -� L10 „” ��- 11 0 4 i 6 12 r�Mi8 _ I 8 - 10 00 ,r1 1:!�+00 c � I N I 0 f ) E� TEMPORARY BARRIER o « (STANDARD TRAFFIC / BARRICADE TB -1) TEMPORARY BARRIER E �U 2 (STANDARD TRAFFIC BARRICADE TB -1) A Z 4 V0 ARK I 0 ARKIN Q �Iy I 14 TEMPORARY BARRIER (STANDARD TRAFFIC BARRICADE TB -1) IF 0 LTJ . 3:: Imiddle unit T end unit is 8' lon 2"x ($" to 12°') boards 4"x 4" pos g — -� - O 5° Ground line CIOi = w 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 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 to posts with 2 -3/8" x 6 1/2"carriage 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/11', a permit is needed for its removal. CHARACTERISTICS Color of stripes Reflectorized red and reflectorized white 8" - 12" max. Width of rail min. 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. �21-�-00 STD. N0. STANDARD TRAFFIC BARRICADE - + 9 ~ TB -1 SIGNAGE AND STRIPING LEGEND ID ITEM (SPECIFICATION) DESCRIPTION F-1] STOP SIGN STEP (MUTCD W1-1) SINGLE POST RESIDENTIAL SPEED 02 SPEED LIMIT SIGN - 25 MPH LIMIT (MUTCD R2 -1C) 25 BLOCK # SPACE DIRECTIONAL 2400 ► ARROW ROAD NAME SIGN (NAME) TR SUFFIX SPACE SINGLE POST SR 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) I I Y SIGNAGE NOTES: 11 I l T'I I 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR THE TYPE REFERENCED FOR SIZE AND MESSAGE. ALL PEDESTRAIN CROSSING SIGNS SHALL BE HIGH VISIBILITY, FLOURESCENT YELLOW GREEN. I 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 ISI THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, SECTION 1328.10, TRAFFIC CONTROL DEVICES, USP -1 U -TYPE STEEL POSTS ® 2 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 qll I II TOP OF THE POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST. o I - I 3. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP-1. -RAPHr?' I r l rizl l N; �U Ij Q —I — PQ 1 1 �I� TEMPORARY BARRIER GQ �'I I o SIGNALIZED INTERSECTION. SEE (STANDARD ANDARD TRAFFIC BARRICADE TB -1 I � I � ALBEMARLE PLACE/ROAD IMPROVEMENT TEMPORARY BARRIER ) TEMPORARY BARRIER (STANDARD TRAFFIC PLAN RT29 AND HYDRAULIC ROAD (STANDARD TRAFFIC A of III �� (WP02008-00068) AS PREPARED BY BARRICADE TB -1) Z BARRICADE TB -1) i ,;;Ill I- IS N I I V K A. v Pq �SHAFL I�M o I _! 1 2 1 (M I ao L , C 9- � -- -------- - - - - -- 5 _ 9 r .t i I - i -10 0 - �_:_ _� ��` - -� L10 „” ��- 11 0 4 i 6 12 r�Mi8 _ I 8 - 10 00 ,r1 1:!�+00 c � I N I 0 f ) E� TEMPORARY BARRIER o « (STANDARD TRAFFIC / BARRICADE TB -1) TEMPORARY BARRIER E �U 2 (STANDARD TRAFFIC BARRICADE TB -1) A Z 4 V0 ARK I 0 ARKIN Q �Iy I 14 TEMPORARY BARRIER (STANDARD TRAFFIC BARRICADE TB -1) IF 0 LTJ . 3:: SCCffEEN I N AL=L--_____— �)I E REFER��T0N-€-FIELD TOWNCEN R �I FINAL SITE PLAN AM ENT FOR I 0€TAI LS . B F N' 'K L J_ IRO I l l f i y- EL- N --482.32`---- -r Cn- - S 3 5' 21 �' 1 3 " 1>•1 X83 4.2 3' - - o �XR WN/F H 0( SYSTE S Z0 -D (I hol'-,- IDS z )ASPHALT (PARKING IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' 3 I 8 ;:5 1 V1NLr MLJLI DLYJU. 5 - - 4 6_ BARRICADE TB -1 12 18+00 6 19+00 20+ 0 12 2"`� ) 6 4 .- ® 4" SINGLE BROKEN LANE WHITE LINE 17+00 _ . _: -- I -{- 0O 3 6 12 1► 6 4 4 6 7 910 U 10 4" SINGLE MINI -SKIP WHITE LINE5 4 8 Z 5 22 a01 O 3 •. ff CN 2 + 17 23+0 + 11 24" SINGLE SOLID WHITE LINE (TYP) �— —+— �- 14 _I 10 6 12 1 i--------- ------------- 8 [12PAVEMENT MESSAGE MARKING (TYP) U Z — — -7-- — EP I EP 13 NONVEHICULAR PEDESTRIAN AHEAD - y I _ V TEMPORARY BARRIER g� (MUTCD 11-2 & W16 -9P) TEMPORARY BARRIER SCREENIN _ I �/ / 7 VP W 3 ! I A (STANDARD TRAFFIC t3 (STANDARD TRAFFIC --I R FE ER--T�--S-"�O _EE ELD TOWNCEN E N/F N R H \o �RUMu N ---_ BARRICADE TB -1) BARRICADE TB -1) m SYSTF S CORP. N�ERCOVi K ~ ® AHEAD FINAL SITE PLAN AM ENT FOR DETAILS. zo ED: �' 1 o coNC �� I I(u1c T JD(IsrRI UG G "A � I I I I LEAN D U D SR I� F ' ❑ - N - BFN n K DEAD ROoo` - I I i' I I I CONC / 14 DEAD END AHEAD END , N W14-1 & W16 -9P - E0000N 482.3 I ASPHALT �' / � w (MUTCD ) ? O Cal j PARKING Ftp n _ E 1 CN AHEAD [LU �AJ if]/ CL 11 \A/ /�A�' LL 1 °-q' 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; G DESIGNED BY: PROJECT: SET REV. N0. E REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION, CHANGED DOUBLE SOLID YELLOW LINE FROM 6" TO 4" WIDTH JDB AMENDMENT TO �, ENGIlWEERS STONEFlELD BOULEVARD ROAD PLAN 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 �* DRAWN E3Y: Q * SURVE.YORS KTM ALBEMARLE COUNTY, VIRGINIA DHAffiNG NUMBEF': STRIPING AT MAIN STREET INTERSECTION DAA Rud PLAN1NERs DIOR BY: T 1TLi . PAVEMENT MARKING AND SIGNAGE PLAN C- 14 0 2 REVISED PAVEMENT MARKINGS AND SIGNAGE PER NEW INTERSECTION JDB 9 j27/ 11 -A L€e,. No, 042 `'* SHEET NUMBER: � CONFIGURATION OA !AsSOCIATES HFW - ; I ► PO Box 4119 304OAvemoreSquare Pl. DISCIPLINE: SCALE: DATE: Lynchb2911 3 REVISED PAVEMENT MARKINGS AND SIGNAGE TO REMOVE STOP CONDITION JDB 10/4/11 ' Phone: 43,vA26080 PCharlottesville,one:4.98A2700 WVVA NUMBER: FILE NAME. Phone: 434.316.6080 Phone: 434.J84.2700 �S�Qa�a� ��� w�,ww.we*r�ssociaYes.net so2so2c_c- � 4.d w crvi� H: 1„ = 5a, S f% � ��' i i 14 of 27 NO. SHEET REVISION BY DATE No. SHEET REVISION BY DATE 208026.02 9 V: t = 10 IF THIS DRAWING IS A REDUCTION z O GRAPHIC SCALE MUST BE USED = w SCALE: 1" = 50' Q CO w V) 50' 0 50' 3 13 6 20 1121 �21-�-00 - + 9 ~ 7 10 ,. SCCffEEN I N AL=L--_____— �)I E REFER��T0N-€-FIELD TOWNCEN R �I FINAL SITE PLAN AM ENT FOR I 0€TAI LS . B F N' 'K L J_ IRO I l l f i y- EL- N --482.32`---- -r Cn- - S 3 5' 21 �' 1 3 " 1>•1 X83 4.2 3' - - o �XR WN/F H 0( SYSTE S Z0 -D (I hol'-,- IDS z )ASPHALT (PARKING IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' 3 I 8 ;:5 1 V1NLr MLJLI DLYJU. 5 - - 4 6_ BARRICADE TB -1 12 18+00 6 19+00 20+ 0 12 2"`� ) 6 4 .- ® 4" SINGLE BROKEN LANE WHITE LINE 17+00 _ . _: -- I -{- 0O 3 6 12 1► 6 4 4 6 7 910 U 10 4" SINGLE MINI -SKIP WHITE LINE5 4 8 Z 5 22 a01 O 3 •. ff CN 2 + 17 23+0 + 11 24" SINGLE SOLID WHITE LINE (TYP) �— —+— �- 14 _I 10 6 12 1 i--------- ------------- 8 [12PAVEMENT MESSAGE MARKING (TYP) U Z — — -7-- — EP I EP 13 NONVEHICULAR PEDESTRIAN AHEAD - y I _ V TEMPORARY BARRIER g� (MUTCD 11-2 & W16 -9P) TEMPORARY BARRIER SCREENIN _ I �/ / 7 VP W 3 ! I A (STANDARD TRAFFIC t3 (STANDARD TRAFFIC --I R FE ER--T�--S-"�O _EE ELD TOWNCEN E N/F N R H \o �RUMu N ---_ BARRICADE TB -1) BARRICADE TB -1) m SYSTF S CORP. N�ERCOVi K ~ ® AHEAD FINAL SITE PLAN AM ENT FOR DETAILS. zo ED: �' 1 o coNC �� I I(u1c T JD(IsrRI UG G "A � I I I I LEAN D U D SR I� F ' ❑ - N - BFN n K DEAD ROoo` - I I i' I I I CONC / 14 DEAD END AHEAD END , N W14-1 & W16 -9P - E0000N 482.3 I ASPHALT �' / � w (MUTCD ) ? O Cal j PARKING Ftp n _ E 1 CN AHEAD [LU �AJ if]/ CL 11 \A/ /�A�' LL 1 °-q' 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; G DESIGNED BY: PROJECT: SET REV. N0. E REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION, CHANGED DOUBLE SOLID YELLOW LINE FROM 6" TO 4" WIDTH JDB AMENDMENT TO �, ENGIlWEERS STONEFlELD BOULEVARD ROAD PLAN 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 �* DRAWN E3Y: Q * SURVE.YORS KTM ALBEMARLE COUNTY, VIRGINIA DHAffiNG NUMBEF': STRIPING AT MAIN STREET INTERSECTION DAA Rud PLAN1NERs DIOR BY: T 1TLi . PAVEMENT MARKING AND SIGNAGE PLAN C- 14 0 2 REVISED PAVEMENT MARKINGS AND SIGNAGE PER NEW INTERSECTION JDB 9 j27/ 11 -A L€e,. No, 042 `'* SHEET NUMBER: � CONFIGURATION OA !AsSOCIATES HFW - ; I ► PO Box 4119 304OAvemoreSquare Pl. DISCIPLINE: SCALE: DATE: Lynchb2911 3 REVISED PAVEMENT MARKINGS AND SIGNAGE TO REMOVE STOP CONDITION JDB 10/4/11 ' Phone: 43,vA26080 PCharlottesville,one:4.98A2700 WVVA NUMBER: FILE NAME. Phone: 434.316.6080 Phone: 434.J84.2700 �S�Qa�a� ��� w�,ww.we*r�ssociaYes.net so2so2c_c- � 4.d w crvi� H: 1„ = 5a, S f% � ��' i i 14 of 27 NO. SHEET REVISION BY DATE No. SHEET REVISION BY DATE 208026.02 9 V: t = 10 7.50' 66.001' ACCESS EASEMENT 6.00' 5.00' 4.00' 12.00' -- SIDEWALK 12.00' 12.00' 12.00' - 12.00' 2.50' 2.50' 2.50' I 1' STRIPING 1' STRIPING 2% _2% EDGE EDGE 2% SEE SEE 0.50' INSET 'A' PGL INSET 'B' SECTION Ck C-7 C-15 SCALE: 1"=10' OF TREE STONIEFIELD BLVD. STA 10+89.181 TO STA 11+97.27 TRANSITION STA 11+97.27 TO STA 14+19.34 ROAD CLASSIFICAVION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED= 25 MPH - 7.50' 5.00' 1 2.50' 2% 0.50'--{ CL OF TREE 7.50' 6.00' 5.00' SIDEWALK .1 04 2% 00 0.50'- (Z) OF -a TREE a� c .a -aIv 1 CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR w 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 .o Q 0 0 54.00' ACCESS EASEMENT 16.00' -12.00' 12.00' 12.00'-- '..50' 2.50' I 1' STRIPING V STRIPING EDGE 2% EDGE 2% - j= SEE SEE INSET 'A' INSET 'B' LANDSCAPED ISLAND B SECTION C-7 C-15 SCALE: 1 "=10' STONIEFIELD BLVD. STA 14+19.:34 TO STA 14+86.53 TRANSITION STA 14+86.53 TO STA 15+34.33 ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED= 25 MPH 7.50'-- 1 5.00' 7.50' 7.50'-- 5.50' VARIABLE WIDTH ACCESS EASEMENT 5.00' 6.00' 6.00' 5.00' 4.00' 1' STRIPING 1' STRIPING SIDEWALK SIDEWALK'. 12.00' 12.00' 12.00' 2.50' .HCV 2.50' .50' C SECTION C-7 C-15 SCAT -E: 1 "=10' 1' STRIPING 1' STRIPING STONEFIELD BLVD. OF TREE STONJEFIELD BLVD. EDGE EDGE SPERRY 2% Thickness index of proposed pa.�_..... _. . vement design computed by the Conventional Pavement Design 2% 2% 2% ENTRANCE ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED= 25 MPH _jpSEE PGL SEE `B', 0.50' k� ' 0.50' INSET INSET B rD SECTION 1. Present ADT - 8250 C-7 C-15 SCALE: 1 "=10' OF Vallue OF TREE 2 Table I TREE 2. %HCV (%) - 5 3 Appendix I STONEFIELD BLVD. 4 DME STA 20+09.38 TO STA 21+62.41 3 EPT= 8250 TRANSITION STA 21+62.41 TO STA 23+12.41 ROAD CLASSIFICATION = URBAN COLLECTOR Avg. CBRT - 0.0 4. Design Period DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 2% 0.50' Q OF TREE 54.00' ACCESS EASEMENT 7.50'-- 4.00' 5.00' -12.00' 12.00' 12.00' 12.00' Developer I Edens & Avant .50' 2.50'- Engineer I WW Associates 1' STRIPING 1' STRIPING 2 EDGE -N EDGE 2%_ Equivalent projected traffic. 1 All .HCV SEE SEE NSET 'A' PGL' INSET 'B' %HCV C SECTION C-7 C-15 SCAT -E: 1 "=10' 'Resiliency Factor Relative value of the subgrade soil's ability to withstand repeated loading. a..�....... u V. .. 1 STONEFIELD BLVD. OF TREE STONJEFIELD BLVD. _ ... STA 15+34.:33 TO STA 19+38.63 Thickness index of proposed pa.�_..... _. . vement design computed by the Conventional Pavement Design TRANSITION STA. 19+38.63 TO STA 20+09.38 DR ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED= 25 MPH POSTED SPEED = 25 MPH JDB 1 9/14/11 JD B 9/14/11 6.00' DEWALK 24.00' ACCESS EASEMENT 5.50' 6.00' SIDEWALK 5.00' 12.00'----12.00'- 2.5+0' I _ 50' I 2.50' 2 H5V 0.50' -21.00'- 1--18.50' 2% 2% (� 2% SEE 0.50' INSET 'B' PGL 0.50' OF OF TREE E SECTION TREE C-7 C-15 SCALE: 1"=10' STONEFIELD BLVD. STA 23+12.41 TO STA 23+24.90 TRANSITION STA 23+24.90 TO 24+74.90 ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 36.00' ACCESS EASEMENT 1 34.50' 5.50' � 0.50' 6.00' ' SIDEWALK 5.00 12.00'--- ---12.00' 12.00' 9.00 2.50' .:50' 2.50' 6.50' �w V) ¢,riww sL 5� o 2% 2 2% 2% 2% v SEE 0.50' INSET `B' PGL 0.50' 6.00' SIDEWALK -2.50' OF OF TREE F SECTION TREE C-7 C-15 SCALE: 1"=10' STONEFIELD BLVD. STA 24+74.90 TO STA 26+24.90 ROAD CLASSIFICATION =URBAN COLLECTOR 2% DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 0.50' NO. I SHEET REVISION I BY DATE I NO. I SHEET REVISION INSET 'A' NTS INSET 'B' NTS BA) ILN,e d Lie. No. 042 0-1 �Slol' BY DATE dAL E 49.00' ►-w V) Q�iw w 1 0 Z F=- wzwof o LL �� m -------------------------- STONEFIELD BOULEVARD UJ z J w a O a UJ a V) A� 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A O 3.0" ASPHALT CONCRETE BASE COURSE, IM-19.OA �C 3.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA �D 8.0" AGGREGATE BASE MATERIAL, VDOT NO. 21B �E 2" (MIN.) TOPSOIL AND SEED FO VDOT STD CG -6 INSET 'A'; VDOT STD CG -2 INSET `B' O APPROVED SUBGRADE O TACK COAT ( PRIME COAT ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 wwwmwassocittes.net 4" MIN. COMPACTED SUBGRADE 1.0' 5'-0 1JN1 F..',,, nTI-IFR1AllcF MOTM nni ni nnic 2% SLOPE UNLESS OTHERWISE NOTED ON PLANS ij- T 4"-VDOT D. 57 OR 8 AGGREGATE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. UD -3 UNDERDRAINS FOR SIDEWALKS ARE NOT REQUIRED. ACCORDING TO SOILS REPORT GENERATED BY ECC, LLC DATED MAY 8, 2009 PLASTICITY INDEX (PI) AT ROADWAY LOCATIONS EXCEEDING 3% RANGE FROM 9 TO 10. UD -3 UNDERDRAINS ARE NOT REQUIRED WHEN PI IS LESS THAN 13. SIDEWALK - DETAIL NOT TO SCALE Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets Based on 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia County Albemarle (County Code 02) Date: Rev. 8/15/111 Subdivision The Shops at Stonefield Street Name Stonefield Blvd Developer I Edens & Avant Phone: Engineer I WW Associates JPhone.434 984-2700 I Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements. CBRD Design CBR Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgra le sample, taken and tested as specified in the Pavement Design Guide. DME VDOT District Materials Engineer. EPT Equivalent projected traffic. 1 .HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires.) %HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. 'Resiliency Factor Relative value of the subgrade soil's ability to withstand repeated loading. a..�....... u V. .. 1 .. SSV uu. ~ adcRo xRF) Soil support value of subgrade (SSV,CB � _ ... DP Thickness index of proposed pa.�_..... _. . vement design computed by the Conventional Pavement Design _,.. .... Method DR Thickness index required, based on Design ADT and SSV, deterinined by Appendix 11. t i3 Tr fflc AnalY, Soil Sample CBRT RF 1. Present ADT - 8250 1 0.0 Source Vallue 2 Table I 0.�0 2. %HCV (%) - 5 3 Appendix I 1A 4 DME 3 EPT= 8250 5 Avg. CBRT - 0.0 4. Design Period Years - I Growth Rate (%) 0 CBRD x RF =V 0.0 x 1.0 v 5. Growth Factor - 1,00 ` 6. Design ADT 8 250 For preliminary design, use SSV from Appendix I - 5.10 Pavment1>Egn, [ ] (A) Limited to Design ADT < 400 - Showpavement material notations and thicknesses from Appendix IV Tables A and [ ] (B) Showpavement section as developed in the Pavement Design Guide DR '.1. (See Appendix III for rreterial notations and thickness equivalency values11 , a) FromAppendixH Description of Proposed Pavement Section Material Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1.50 2.25 3.38 Intermediate 3"IM-19.OA 3.00 2..25 6.75 Base 3" BM-25.OA Base Mix 3.00 2.25 6 75 Subbase 8" VDOT No. 2 1 A Aggregate 10.00 =0 6.00 ...... DF nst equal or exceed the value of DR. DF = Y_ (a x h) -m . �t 0 DESIGNED BY: PROJECT: AMENDMENT TO SET REV. NO. JDB STONEFIELD BOULEVARD ROAD PLAN 4 DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: DrHR BY: TYPICAL SECTIONS AND DETAILS C- , 5 HFI SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.02 802602C_C-15.dwg CIVIL -1 NIi "' 10' 6� 16//11 15 of 27 M Nkm Eg 3 of I v vI 04 0 to 0 00 3 0 v c ,6 0 T3' C7 cc cV IF THIS DRAWING IS A REDUCTION GRAPHIIC SCALE MUST BE USED SCALE: 1 " = 50' %%%iiiii 50' 0 50' �+ — + 5.17 I\ l ' STORM PLAN STRUCTURES EX45 THROUGH EX22 NOTES: 1. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22 REPLACES STORM PROFILE APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT PLANS WPO 2010-00023 FOR GRADE AND LOCATION. IF THIS DRAWING IS A REDUCTI• GRAPHIC SCALE MUST BE USE f ! { • t 0 O- • cp 10+00 10+50 11+00 11+50 12+00 0 �v v 1 ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON E STONEFIELD BOULEVARD 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 O 00 NO. SHEET REVISION 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 JDB 9j14/111 *� OP JDB— °�S'�NF° BY P===T AMENDMENT TO SET REV. NO �1 JDB STONEFIELD BOULEVARD ROAD PLAN JDB 12/22/111 s ANNERTMMMWENGINEERS DR,hVVN BY: SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRa,l hN; NU,\4BER: PLANNERS TITLE: � LieO. NO. C}42:R''u � � DIFIR QY: STORM DRAIN PLAN AND PROFILE c— 19 A> „} �w HFW STRUCTURES 45 TO 22 SHE NUMBER: �{ ij+ PO Box 4119 3040 Avemore Square Pl, q n NUMBER: n' q �+ �+ -Cy � Lynchburg, VA 24502 Chalottesville, VA 22911 V��I/ A FILE NAME: DISCICLINF. H AJ cJHOWN e�'cc. L7 i? Phone: 434.316.6080 Phone: 434.984.2700 ANAL 208026.02 802602C_C-19.dwg 6116/11 9 ®f 27 BY DATE NO. 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C-1 O 00 NO. SHEET REVISION 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 JDB 9j14/111 *� OP JDB— °�S'�NF° BY P===T AMENDMENT TO SET REV. NO �1 JDB STONEFIELD BOULEVARD ROAD PLAN JDB 12/22/111 s ANNERTMMMWENGINEERS DR,hVVN BY: SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRa,l hN; NU,\4BER: PLANNERS TITLE: � LieO. NO. C}42:R''u � � DIFIR QY: STORM DRAIN PLAN AND PROFILE c— 19 A> „} �w HFW STRUCTURES 45 TO 22 SHE NUMBER: �{ ij+ PO Box 4119 3040 Avemore Square Pl, q n NUMBER: n' q �+ �+ -Cy � Lynchburg, VA 24502 Chalottesville, VA 22911 V��I/ A FILE NAME: DISCICLINF. H AJ cJHOWN e�'cc. L7 i? Phone: 434.316.6080 Phone: 434.984.2700 ANAL 208026.02 802602C_C-19.dwg 6116/11 9 ®f 27 BY DATE NO. 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""� -- 1r .�$ 478-- - 1 BIOFILTER- �A� -- ----- ------ I LX 40.1 �� DA 0.12AC - , _ DA 0.1BAC Ute] -7735-211`13 ! I- ,I �- o - EP " UV�83 .2 EP 4---492-- - z I i T11 /TMP �6 W 3 9O _ l 1 �r l _ _ _ - n ARKI� C� _ I� E NRI-I�O� GRUVIM I\ �- r _ I I F �� SYSTEMS CORP , �EI � � INT_RCCM I I �� f �� I v LOVED: LI / coNc &�IN�-�ET-.D Ei J I 1 I II,�1G�I�T�INID��sT �L r \ \ 1 A II 1 rrNini�7� 1 i I AC �- --- � { !1 �� C� -'JV CI+l� �I I E H 4 / °? AsHA�L �I,x v� I, �' ! t� 1 ��'� 1 ♦ / 1 14�M �� �..� ��� 1 I ..�.�. ����� �� _ �...., a o �II' I A ��„-' - ,,, - - .. 7.77 _ ../ EMITS OF BMP r -. a� - ANALYSIS AREA TYP. To.. . CT ONEFIELD BLVD. 4s - ♦moi / / .� -- IOFILT� R D� _ _ -,:,, °• /� �q L� Q 1 0 _ IS , _ k Iv . A= o1.16A IF THIS DRAWING A� REDUCTION ., \ f I \ ♦ �I�dP ♦ �,.78 -06FILLLLTER D,4 - y ( / GRAPHIC SCALE MUST BE USED BI9FILTE DA \ \ 7 4 , a _ J o - SCALE: 1 60 v - - \ TO NORTH BIOFILTER .I .. I _, �� 0 75 / 1 - _ - / �� '�--- - 60 0 60 r - ; FP �, S 35-2-1113" V� 834-2� EP - tp \ I / I 622- j; 2 9 T _---- 19 y _ --_ - 492- C14 92- -\ z / - �'- ��� I: i P 6 w 3FGRT/U79VmT\/1 ��� -_ N F N R� FiRocy / INT -ROOM ° coNc 1= SYSTEMS CORP. / J y ZONED: LI / AL�I�-- R� AP �\�y\�\yRli v a a i Z 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 OP * e. No. 042 ' ,,d LIC.AsSOCIATES ' } tt � � l i { SraxAL `� ENGINEERS SURVEYORS PLANNERS PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 V��.�assaehate9.n�t DESIGNEJDB PROJECT: AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 4 Dias N 3Y KTM DRAWING NUMBER: C-21 TIT E: DRAINAGE AREA MAP - - - DIHR DY: HFIN - SHEET NUMBER: 2 1 of27 J NV/A NUMBER: 208026.02 FILE NAME: so2so2c_c-z � .dW� C, DISCIPLINE. civrL c` CALF: H: � " = so' V: N/A DATE: 6116111 N0. SNEET REVISION BY DATE N0. SHFET REVISION BY DATE E: STORMWATER NARRATIVE STORMWATER MANAGEMENT FOR STONEFIELD BOULEVARD (DISTRICT AVENEUE) WILL BE PROVIDED BY THE INTERIM NORTH SWM FACILITY UNTIL THE PERMANENT NORTH SWM FACILITY IS CONSTRUCTED. DETAILS FOR THESE FACILITIES ARE LOCATED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010-00023. A BIOFILTER SHALL BE CONSTRUCTED ADJACENT TO STONEFIELD BOULEVARD (DISTRICT AVENUE) AS PART OF THESE PLANS TO PROVIDE ADDITIONAL WATER QUALITY FOR STONEFIELD BOULEVARD AND BLOCK D1 THAT IS NOT ACCOMMODATED FOR BY THE STORMFILTER AND VORTECHS SHOWN AS PART OF THE PERMANENT NORTH SWM FACILITY ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010-00023 AND THE NORTH BIOFILTER SHOWN ON THE AMENDMENT TO THE STONEFIELD TOWNCENTER FINAL SITE PLANS. POLLUTANT REMOVAL CALCULATIONS FOR STONEFIELD BOULEVARD ARE PROVIDED BELOW. THE BIOFILTER DESIGNED WITH THESE PLANS HAS BEEN OUTFITTED WITH A 15" LOW FLOW DIVERSION PIPE WITH A 12" ORIFICE PLATE. FLOWS GREATER THAN THE WATER QUALITY VOLUME FIRST FLUSH WILL BE DIVERTED TO A 24" HIGH FLOW BYPASS LINE. POLLUTANT REMOVAL CALCULATIONS DA TO BIOFILTER POLLUTANT LOAD FROM BMP COMPUTATIONS = 13.05lbs BIOFILTER POLLUTANT REMOVAL RATE = 65% POLLUTANT LOAD REMOVED BY BIOFILTER = 13.05 x 0.65 = 8.48lbs POLLUTANT LOAD REMAINING = 13.05 - 8.48 = 4.57lbs STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT LOAD REMOVED BY STORMFILTER & VORTECHS = 4.57 x 0.60 = 2.741lbs POLLUTANT LOAD REMOVED = 8.48 + 2.74 = 11.22lbs 11.22lbs > 9.00lbs (11.22lbs - 9.00Ibs = 2.22lbs) THE 2.22lbs OF ADDTIONAL POLLUTANT LOAD REMOVED ON STONEFIELD BLVD. SHALL BE USED TO HELP ACHIEVE THE OVERALL REMOVAL RATES REQUIRED FOR THE STONEFIELD DEVELOPMENT. BIOFILTER SIZING CALCULATIONS - DISTRICT AVENUE 13I1OFILTER MINIMUM SURFACE AREA REQUIRED FOR 65% REMOVAL = 38,768 SF x 0.05 = 1,,938 SF BIOFILTER SURFACE AREA PROVIDED = 5,845 SF NOTE: DISTRICT AVENUE BIOFILTER HAS BEEN SIZED TO ACCOMODATE IMPERVIOUS AREA FROM BLOCK D1 PARKING, REFER TO STONEFIELD BUILDING C1 -IV FINAL SITE PLAN AMENDMENT FOR DETAILS. BIOFILTER SIZING CALCULATIONS - NORTH BIOFILTER MINIMUM SURFACE AREA REQUIRED FOR 65% REMOVAL = 57,293 SF x 0.05 = 2"865 SF BIOFILTER SURFACE AREA PROVIDED = 9,720 SF NOTE: THE NORTH BIOFILTER HAS BEEN SIZED TO ACCOMODATE IMPERVIOUS AREAS FROM THE STONEFIELD TOWNCENTER. REFER TO THE AMENDMENT TO THE STONEFIELD TOWNCENTER FINAL SITE PLAN FOR DETAILS. BIOFILTER CONSTRUCTION_ SPECIFICATIONS BIOFILTERS SHOULD BE CONSTRUCTED AFTER ALL SITEWORK IS COMPLETE AND STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. BIORETENTION FILTERS MUST BE PROTECTED FROM ALL SEDIMENT LOADS TO PREVENT MALFUNCTION. ALL BIOFILTRATION AREAS WILL REMAIN "OFF -LIME" FROM STORMWATER INFLOW UNTIL THEIR RESPECTIVE DRAINAGE AREAS ARE FREE FROM LOOSE SEDIMENTS WHICH COULD WASH INTO THE FACILITY. IN ADDITION, ALL CONSTRUCTION ACTIVITIES IN THESE AREAS MUST BE MINIMIZED TO REDUCE COMPACTION OF IN-SITU SOILS, WHICH SHALL BE CORDONED OFF TO PREVENT ACCIDENTAL COMPACTION BY EQUIPMENT DURING THE REMAINDER OF THE CONSTRUCTION PHASE IN THAT AREA. BIOFILTER SEQUENCE OF CONSTRUCTION SOURCE: VIRGINIA STORMWATER MANAGEMENT HANDBOOK 1. REMOVE ALL ACCUMULATED SEDIMENT AND EXCAVATE BIOFILTER AREA TO PROPOSED DEPTH. USE RELATIVELY LIGHT, TRACKED EQUIPMENT TO AVOID COMPACTION OF THE BASIN 1FLOOR. AFTER FINAL GRADING IS COMPLETED, DEEPLY TILL THE BASIN FLOOR WITH ROTARY TILLERS OR DISC HARROWS TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE TEXTURE. 2. INSTALL FILTER FABRIC AT THE BIOFILTER FLOOR OVERLAPPING A MINIMUM OF '12 INCHES. INSTALL A 6 INCH LIFT OF UNDERDRAIN GRAVEL (AASHTO M43) AND LIGHTLY COMPACT WITH LANDSCAPING ROLLER. INSTALL UNDERDRAIN PIPING, CLEANOUTS AND APPORTENANCES IN ACCORDANCE WITH THE PIPE MANUFACTURER SPECIFICATIONS. INSTALL A 2 FOOT LIFT ON TOP OF UNDERDRAIN SYSTEM AND LIGHTLY COMPACT WITH LANDSCAPING ROLLER. WRAP FILTER FABRIC AROUND ALL UNDERDRAIN GRAVEL. 3. FILL BIOFILTER AREA WITH LUCK STONE BIOFILTER MIX AS SHOWN IN THE PLANS AND DETAILED IN THE SPECIFICATIONS 4. INSTALL VEGETATION AND GROUND COVER SPECIFIED IN THE PLANTING PLAN FOR BIORETENTION AREA. INSTALL MULCH LAYER IF CALLED FOR IN THE DESIGN. 5. HAND PLACE LANDSCAPING STONE AT THE BIOFILTER INLETS AND WEIRS AS SPECIFIED ON THE PLANS AND DETAILS. 6. UPON AUTHORIZATION FROM DESIGNATED INSPECTOR, REMOVE ALL SEDIMENT CONTROLS AND STABILIZE ALL DISTURBED AREAS. BIOFILTER UNDERDRAIN SPECIFICATIONS UNDERDRAIN MATERIAL TYPES UNDERDRAIN SYSTEMS SHALL BE COMPOSED OF 6 -INCH PVC PIPE (SCHEDULE 40) OR APPROVED EQUAL. UNDERDRAIN CONNECTIONS PIPE SECTIONS SHALL BE COUPLED USING SUITABLE CONNECTION SOCKET-WELDEID JOINTS. FIELD CONNECTIONS TO STORMDRAIN STRUCTURES AND PIPES SHALL BE SEALED WITH POLYMER GROUIT MATERIAL THAT IS CAPABLE OF ADHERING TO SURFACES. UNDERDRAIN PIPE SHALL BE CAPPED (AT STRUCTURE) UNTIL COMPLETION OF SITE. UNDERDRAINS CONNECTED DIRECTLY TO A STORM DRAINAGE STRUCTURE SHALL BE NON -PERFORATED FOR A DISTANCE OF AT LEAST 5 FEET FROM THE STRUCTURE INTERFACE TO AVOID POSSIBLE PIPING PROBLEMS. UNDERDRAIN PERFORATIONS UNDERDRAIN PERFORATIONS SHALL BE Y4" PERFORATIONS, 6" CENTER TO CENTER„ ALONG TWO OR THREE EQUALLY SPACED LONGITUDINAL ROWS. PERFORATIONS SHALL BE PLACED CLOSESIT TO THE INVERT OF THE PIPE TO ACHIEVE MAXIMUM POTENTIAL FOR DRAINING THE FACILITY. NO PERFORATIONS ARE TO BE WITHIN 5 FEET OF WHERE THE UNDERDRAIN SYSTEM CONNECTS TO A STORMDRAIN STRUCTURE. UNDERDRAIN INSPECTION THE CONTRACTOR SHALL CONTACT THE COUNTY WATER RESOURCES INSPECTOR 24 -HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND SOIL MIX. 15" LO _ _L _25' ST U EFIELD BO - - LEVARD MH -11 WITH - / DI -7 TOP TW = 488.5 BW = 481.0 SEC -1 42.1 6 RIP -RAP CO, CG, I w = 4aa. BW = 481. BIOFILTER SURFACE ELEV = 481.00 CO BIO -FILTER PLAN WATERTIGHT CHAP ON TERMINAL END OF PIPE TW=488.5 RETAINING WALL WITH HANDRAIL. REFER TO STORMWATERbw RETAINING WALL WITH FINAL SITE 140].0 MAINTENANCE HANDRAIL. REFER TO / BIOFILTER SURFACE=481.0 EASEMENT STONEFIELD - -� 6" PERFORATED REFER TO LANDSCAPE PLANL_ -TOWN-CENTER FINAL PVC UNDERDRAIN ON DWG N0, C-23 FOR TW = 488.5 SITE PLAN BIOLFILTER PLANTING DETAILS BW = 481,0 ' AMENDMENT FOR SCREENING WALL, REFER TO STONEFIELD TOWNCENTER - - - - ', DETAILS. - - - FINAL SITE PLAN AMENDMENT FOR DETAILS. - - - 9 9 i 9 BIO -FILTER PLAN WATERTIGHT CHAP ON TERMINAL END OF PIPE TW=488.5 RETAINING WALL WITH HANDRAIL. REFER TO _ STONEFIELD TOWNCENTER---,,, FINAL SITE PLAN AMENDMENT FOR DETAILS. BIOFILTER SURFACE=481.0 / 2.5' MIX '//// 1.0' GRAVEL UNDERDRAIN -r PROVIDE 6 -INCH PIPES ACROSS ENTIRE WIDTH AT 15' O.C. (SEE PLAN VIEW FOR PLACEMENT) TW=488.5 DISTRICT AVE. BIOFILTER-SECTION rG SCALE: NTS C-22 C-22 6 SCREW CAP ON GRADE 6" PVC NONPERFORATED STANDPIPE USE 45' WYE AND FITTING OR EQUIVALENT TO CONNECT UNDERDRAIN TO STANDPIPE STATE APPROVED BIOFILTER MIX UNDERDRAIN GRAVEL (AASHTO M43, X" -l") WRAPPED IN FILTER FABRIC lia:!�{off•*i���f��t�,a PVC 0 . 0 0 7PERFORATED PIPE BIOFILTER DETAIL - 6" P.V.C. CLEANOUT NTS v," DESIGNED BY: PROJECT: 1 REVISED BIO -FILTER, ADDED EC -1 RIP -RAP JDB 9/1 4 1 '1 'TH 0" JOB AMENDMENT TO SET RE/. NO. 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/ 11 WENGINEERS STONEFIELD BOULEVARD ROAD PLAN 4 DRAVIN BY: SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA oRA� INC NUMBER: DA Tt1N*► PLANNERST/7-11': Lig No 042 DIHR BY: BIOFILTER DETAILS AND CALCULATIONS C-22 _AHFIN'}t'� f PO Box 4119 3040AvemoreS�quarePl. r � n Jl/j�E�\: s R I 1 Lynchburg, VA 24502 Chmlottesv lle, VSA 22911 W VIA N U M D E R: l- 1 L C NA M E: CIPL�nI SCALE � A�E J D�c Phone: 434.316.6080 Phone: 434.984.2700 / ` raNAL 1"vw.wwassoclates.net 802602C-C-22.dwCJ CIVIL I: AS SHOWN S a 22 ®f 27 No. SHEET REVISION BY DATE No. SHEET REVISION BY DATE 20802fi.02 V: AS SHOWN C Project Drainage Area Designation Stonefield Blvd L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 * 0.009(1) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarrle A project area in acres in subject drainage area, A = 2.87 C pollutant concentration, mg/I or ppnn target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pr(e) %RR removal efficiency , RR100/L(post) Impervious Cover Computation (values in feet & square feet) Item ... pre-developmentArea post -development __...� .... Paved Lengtwh Width subtotal Length Driveways and walks h Width no. subtotal Width subtotal h Width no. Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 s Gravel areas Area 1 Area 2 .subtotal Area 1 Area 2 subtotal ;x 0.70 - Structures Area no. subtotal Area no. Area 95,965 95, subtotal Area 4 Actively -grazed pasture & Area * f I (pre) Rv(pre) . Area (yards and cultivated turf x 0.08 = I(pre) x 0.08 = Active crop land Area 0.230.70 1.58 Area 3.84 0.25= 0::35.: x0.25= Other Impervious Areas Area 1 Area 2 Area 3 2.63 Area 1 Area 2 Area 3 Impervious Cover 0:40 ; 0% 0.06: New Development (For Development I(pre).....,.. I(post) Rv(post) V r I (pre) Rv re (p ) L(pre) (p ) 0.74. 148.1 RR 0 RR /0 °Area Type 0.70 , New { Development For Development p Areas, existing impervious cover <= 20%) {pre C fI(p I(pre) Rv(pre) ) . L�,( pre) L(post) RR % RR Area Type 0.70 1.00: 20% 0.23: 4.05: 13.05 9.00 69% Development Area 0.35 1.00 . 0°10�� 0.05 ; 0.44 6.53 6.09 o ; 9310Drinking Water Watersheds 0.40 1.00 1%' 0.06 0.59: 7.46 , 6.86 ; 92% Other Rural Land _._._.. * min. values 3.01 2.77. '. 0 .'. 9210; Other Rural Land Redevelopment (For Development Areas, existing impervious cover > 201/6) * C f I re Rv re L L(post) re RR o /0 RR Area Type Y p 0,70 0,90 ' 20°l01 0.23 4,05 , 13.05 = 9.41 72010' Development Area 0.35 0.85 0%0� 0.05 3 1, 0.44 6.53 ! 6.15 ; 94%_ Drinking Water Watersheds g 1 REVISED BIOFILTER ROUTINGS PER NEW GRADING 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 NO. SHEET REVISION 0.06 0.59 7.46 6.95 93%'; Other Rural Land rev. 30 May 2002 JMK Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blvd. Road Plan Water Resources Area: Development Area PreDarer: JDB Date: 31-Mav-11 Project Drainage Area Designation DA to District Ave Biofilter L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.005 + 0.009(1) Pj small storm correction factor, 0.19 1 percent imperviousness P annual precipitation, 43" in Albermarle A project area in acres in subject drainage area, A = 1.12 C pollutant concentration, mg/I or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) 0/6RR removal efficiency , RR100/L(po)st) * min. values Redevelopment (For Development Arelas existing im erviousco ver > ZO0% ) C * f I (pre) Rv(pre) . L(pre} L(post) RR I(pre) I(post) Rv(post) ' .....,.V 0.230.70 1.58 5.26 3.84 73/Development Area 0::35.: 0 0.85 ' 0%: 0.77 59.8 2.63 2.48: 0 '> 9410 Drinking Water Watersheds g 0:40 ; 0.85 , 1 fo; 0.06: New Development (For Development Areas, existing Impervious cover <= 20%) C � f r r I (pre) Rv re (p ) L(pre) (p ) L(post) (p ) RR 0 RR /0 °Area Type 0.70 , 1. ;, 00 20 ,. f0.; 0.23 ,: 1.5$ , 5.26 3.68 70 = /o Development Area 0.35 = 1.00 : 010:, 0.05 ;` 0.17 � 2.63 2.46 � o '�; 9310.: Drinking Water Watersheds € 0.40 '.. ' 1.00 ,, 0 .1 1 lQ. ' . 0.06 �: _ 0 . 23 � 3.01 2.77. '. 0 .'. 9210; Other Rural Land * min. values Redevelopment (For Development Arelas existing im erviousco ver > ZO0% ) C * f I (pre) Rv(pre) . L(pre} L(post) RR o /0 RR i Area Type 0.90 20t 0.230.70 1.58 5.26 3.84 73/Development Area 0::35.: 0 0.85 ' 0%: 0.05 �: 0.17 2.63 2.48: 0 '> 9410 Drinking Water Watersheds g 0:40 ; 0.85 , 1 fo; 0.06: 0.23: 3.01 2.81 o , 9310. Other Rural Land Area 1 Area 2 Area 3 Impervious Cover0010;, TITI E. BMP CALCULATIONSAss rev. 30 May 2002 JMK BMP CALCULATIONS Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blvd. Road Plan Water Resources Area: Development Area Preparer: JDB Date: 31-Mav-11 Project Drainage Area Designation Remainder Draining to North Biofilter L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pj small storm correction factor, 0.9 t percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A = 1.7 . C pollutant concentration, mg/I or ppm target phosphorus �� f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100/L(post) Impervious Cover Computation (values in feet & square feet) Item pre -development Area post -development Paved ... L ...... _ .... ._..., . enc Width subtotal Length Driveways and walks Width no. subtotal Width subtotal Width no Parking Lots Area 1 Area 2 Area 3 Area 4 :Area 1 Area 2 Area 3 Gravel areas Area 1 Area 2 subtotal Area 1 Area 2 subtotal x070 __... _ .. Structures Area no. subtotal Area no. Are a _ 57,293, 57, subtotal Area 4 Actively -grazed pasture & Area Area yards and cultivated turf x 0.08 -x oESiGNE� BY: JD8 PROJEC T: TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA 0.08 Active crop land Area Area x 0.25 = !x 0.25 = .Other Impervious Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3 Impervious Cover0010;, TITI E. BMP CALCULATIONSAss ....., . oIHR BY:Lie. I(pre) I(post) Rv(post) V SHEET NUMBFR: 7 ® f �i -7 +J �/, / q q WWA NUMBER: 208026.02 0.73 88.4; /� DISCIPLINE: CIVIL CALF: H: AS SHOWN V: N/A BATE: 0/1 05/11 New Development (For Developmenit Areas, existing Impervious cover < 20%) ...... C f I (pre) *. Rv(pre,}. L(pre) L�p._,..) L(post) �...: RR ; .. .... 0 /0 RR Area Type Yp..... o 0.70 ; 1.00; 2010, 0.23 2.47 .... _(p.. 7.80 5.33 _.... 681on Development Area 0 F Ch35 ' 1.00 010 O.OJ5 0.27 3.90 3.63 _ 93% Drinking l r Water Watersheds 0.40 1.00`; 1% 0.06 . ._. 0.36 _... ; 4.46 i 4.10 92°10< Other Rural Land * min. values Redevelopment (Fr Development Areas existing impervious, cover > 20%) ) * C f I {pre) Rv{pre!) L(pre) {p ) L(post) {p ) �. RR o R /0 R Are.. Type Yp o 0.70 ; : 0.90 2010 , 0 2.3 2.47 7.80 ; 5.58 72 fo Develo Development Area p 0.35 ; 0.85' : 0% 0.05 0.27 3.90 1 3.67 94%JJ Drinking Water Watersheds . 0.40 0.85; 1010 s 0.06 0.36 4.46 i 0 4.15 9310, Other Rural Land rev. 30 May 2002 JMK JDB 9/14/1 1 �x OpAMENDMENT jj Ar f� 0 � * No042 OA r SlQNAL ENGINIEBRS SURVEYORS PLANTJERS uk-JATESHIEN PO Box 4119 3040 Avemore;quare PI. Lynchburg, VA 24502 ChulotteMlle, VSA 22911 Phone: 434.316.6080 Phone: 434.9814.2700 kw. �t,s5 e.�te�.net oESiGNE� BY: JD8 PROJEC T: TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 4 JDB 12j22/'11 oRA,wN BY. KTM DRAWING NUMBER: C-23 TITI E. BMP CALCULATIONSAss oIHR BY:Lie. SHEET NUMBFR: 7 ® f �i -7 +J �/, / q q WWA NUMBER: 208026.02 FILE NAME: 802602C-23.dwg /� DISCIPLINE: CIVIL CALF: H: AS SHOWN V: N/A BATE: 0/1 05/11 BY DATE N0. Sl -/FET REVISION BY DATE CI r� / / �, �� i I �I 1 i --�� I UPH �� �� ': I PLAC IF THIS DRAWING IS A REDUCTION Y _ I I� uPH W I UPH; �P�AC GRAPHIC SCALE MUST BE USED 6 04 1UPH �'� I UP QUP W QUP I — _PLAC = 50', j I I N �I ,�I I I PH QUP F t QUP — - UPH I PLAC SCALE: 1 UPH U3Qup _ I UPH PLAC � � I � I � QUP � QUP I % I � I L N I A UPH ,v I 50 0 50'l 01 �SHAL � M I vi el— "' n 3 r '' It 9 �� _ b I -�KN - o �. -7- IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' 50' 0 50' v C3 i f� I 1 �CL Q �: UPH �I�� 1 QUPH QUPH- I P I . ) ' o QUPH- ', QUPH- I� I / QUPH– / IIi 'III Irl w i Lid QUP - - - ( 4P - -- QUP �0 _ EP S 25'21 ' 13' W 834.23' �� n r --- _ Z QUP / Q�- 22 7TTI 9 / L C /T7F / ---Q�P - ----- --- m ---_\\ PLAC N / T N& 0 � I � l i �SGYST 50ACCESSUPEASEMENT ZT(TO BE VACATED) UE�SDD �l _ B E NT% K II - El -VA N=_ -482.3Z I I I II ca — — A n I _ AN ASPHAL- PARKING � \- \vv -�' 1 REVISED STREET TREES PER VDOT COMMENTS E 4 PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1 4 0 O nJ N0. Sl -FEET REVISION JDB 9/14/11 JDB 9/22/11 BY I DATE I NO. SHEET REVISION BY DATE TH Op A U LA U Lie. No. 042 0" 1 ,onAL ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VSA 22911 Phone: 434.316.6080 Phone: 434.981.2700 wmll.wwassociates.net 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. DESIGNED BY: PROJECT AMENDMENT TO SET REV. NO. JDB STONEFIELD BOULEVARD ROAD PLAN 4 DRAV✓N BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBu DrHR BY: TITLE: LANDSCAPE PLAN AND DETAILS C-24 HF SHEET r\ UMBER: WVVA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.02 802602C_C-24.dwg CIVIL H: 1" = 50' 6116111 / / 24 of 27 V: N/A ►� 71 NO. TREE PROTECTION 1. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING CONSTRUCTION. 2. LIMITS OF CLEARING AND GRADING SHALL BE NO CLOSER THAN THE OUTSIDE DRIP -LINE, BUT NOT LESS THAN 5 FEET FROM THE TRUNK OF THE TREES TIO BE PRESERVED. 3. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL TREE MARKING HAS BEEN INSTALLED} BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 4. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION( MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP LINE OF TREES TO BE PRESERVED AND PROTECTED. 5. ALL TEMPORARY EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES SHALL BE COORDINATED SO TO NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 6. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP LINE OF TREES TO BE PRESERVED AND PROTECTED. 7. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP LINE OF TREES TO BE PRESERVED AND PROTECTED. TREE PROTECTION FENCING SHALL BE INSTALLED ACCORDING TO THE DETAILS HEREIN AND THE EROSION AND SEDIMENTATION CONTROL HANDBOOK. 8. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION! FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENTATION CONTROL HANDBOOK, CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 10. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSENED. 11. ANY AUTHORIZED ROOT PRUNING, BRANCH PRUNING OR OTHER TREE PROTECTION MEASURES SHALL BE CONDUCTED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST OR FORESTER. 12. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEANUP. 13. SEE EROSION SEDIMENTATION CONTROL PLAN FOR TREE PROTECTION FENCING DETAILS. 1. LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL UTILITIES LOCATED BEFORE BEGINNING ANY DIGGING. 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS -FREE CONDITION UNTIL PROJECT HAS BEEN ACCEPTED BY OWNER. 3. CONTRACTOR SHALL LAY OUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS INCLUDED ON THIS PLAN, INCLUDING PLANT MATERIAL FOR OWNERS APPROVAL PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 5. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ENGINEER EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL OCCUR WITHIN EXISTING TREE PROTECTION AREAS. 6. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OF ANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL MATERIAL SHALL BE SUPPLIED TO THE OWNER AT BIDDING TIME. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE PLAN AND THE SCHEDULE, THE PLAN SHALL PREVAIL. 7. ALL PLANT MATERIAL SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS AND TO HORTUS THIRD (1977 EDITION) FOR BOTANICAL AND COMMON NAMES. 8. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. OWNER SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND A LIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). 9. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE:. 10. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 11. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED„ FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS., BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD., AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM SUFFICIENTLY DEVELOPED TO RETAIN ITS SHAPE WHEN REMOVED. 12. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED, AND SHALL BE GROWN FROM THE NURSERY WITH A SINGLE LEADER UNLESS OTHERWISE SPECIFIED. PRUNING OF LEADERS OF TREES IMPROPERLY GROWN FOR THE INTENT OIF THE DESIGN SHALL BE REJECTED. NO PRUNING SHALL BE DONE BEFORE PLANTING OR DIURING THE PLANTING OPERATION EXCEPT FOR PRUNING OF BROKEN LIMBS DUE TO HANDLING. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. 13. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING (DURING TRANSIT AND DURING ONSITE STORAGE. ROOTBALLS/ CONTAINERIZED PLANTS ARE T(0 BE THOROUGHLY WATERED DAILY IN THE MORNING. UNDER NO CIRCUMSTANCES ARE TREES TO BE STORED ONSITE FOR MORE THAN ONE WEEK. 14. NTI-DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN LEAF. 15. TREES SHALL BE LOCATED A MINIMUM OF 4' FROM BUILDING WALLS, RETAINING WALLS AND SIDEWALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER OR LANDSCAPE ARCHITECT WILL RESIULT IN CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS. 16. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY T(O BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED SO AS TO NOT IMPEDE DRAINAGE. 17. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS, IF NECESSARY. CONTRACTOR SHALL ENSURE THAT TREES REMAIN UPRIGHT FOR THE DURATION OF GUARANTEE PERIOD. STAKING AND GUYING SHALL NOT POSE ANY SAFETY HAZARD. 18. SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE TOP OF MATURE GROWTH. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK. REVISED PLANT SCHEDULE PER REVISED STREET TREES SHEET REVISION JDB I 9/14/11 BY I DATE I N0, 19, ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH DEBRIS AND EXCESS MATERIALS FROM THE WORK AREA AND THE PROPERTY (ESPECIALLY AT ALL CURB, GUTTERS AND SIDEWALKS) DAILY DURING INSTALLATION. 20. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS. CONTRACTOR MUST CONTACT THE OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S). 21. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY. CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE LIST OF ALL DEAD MATERIALS REMOVED AND PRESENT A COPY OF THE LIST TO THE OWNER AT THE END OF THE CONTRACT PERIOD. CONTRACTOR SHALL REPLACE GUARANTEED PLANTS AT THE END OF THE GUARANTEE PERIOD OR CLOSEST PLANTING SEASON. 22. THE CONTRACTOR SHALL POWER TILL THE ENTIRE PLANTING AREA TO A DEPTH OF 8" BEFORE PLANTING. ADD SOIL AMENDMENTS AS RECOMMENDED BY SOIL TEST AND DETAILS. 23. PLANTING BACKFILL MIXTURE SHALL BE THREE PARTS EXISTING TOPSOIL MIXED EVENLY WITH ONE PART ORGANIC COMPOST MIX. EXISTING TOPSOIL SHALL BE FREE OF STONES, LUMPS, PLANTS, ROOTS, AND OTHER DEBRIS OVER 2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 6.5. 24. REMOVE ALL BINDING MATERIALS BEFORE PLANTING. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. 25. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, AND MANEUVERED ONCE IN IT, BY LIFTING FROM THE BALL (NEVER FROM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT WITH THE MOST DESIRABLE SIDE PLACED TOWARD THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). 26. THE TREE OR SHRUB PIT SHALL BE BACKFILLED HALFWAY INITIALLY WITH APPROVED SOIL MIXTURE AND TAMPED FIRMLY. ALL ROPES AROUND THE ROOTBALL SHALL BE CUT, WIRE BASKETS ARE TO BE CUT/REMOVED HALF OF THE DEPTH OF THE BALL AND THE BURLAP OR BALL WRAP IS TO BE PULLED BACK ONE-THIRD ON ALL B&B PLANT MATERIAL, COMPLETE BACKFILLING THE PLANT PIT AND TAMP FIRMLY. BACKFILL SOILS SHALL NOT COVER THE TOP OF THE ROOTBALL. 27. A SOIL INOCULANT CONTAINING MYCORRHIZAE AND ROOT BIOSTIMULANTS SHALL BE ADDED AFTER COMPLETION OF THE BACKFILLING. CONTRACTOR SHALL PROVIDE FERTILIZER APPLIED AT THE TIME OF PLANTING PER SOIL TEST SPECIFICATIONS USING A SLOW-RELEASE NATURAL FERTILZER. 28. MULCH MATERIAL SHALL BE AGED (6 MON MIN) SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 29. AFTER PLANTING, EVENLY SPREAD 3-4" OF SHREDDED HARDWOOD BARK MULCH OVER ALL PLANTING AREAS AND PULL BACK MULCH FROM PLANT STEM OR TREE TRUNK A DISTANCE OF 2" MIN. UNDER NO CIRCUMSTANCES IS THE TRUNK TO BE BURIED IN ANY DEPTH OF MULCH. IF NOTICED IN A POST -CONSTRUCTION VISIT, CONTRACTOR CAN BE ASKED TO RE -VISIT THE SITE AND FIX THE MULCH ACCORDINGLY. 30. ALL PLANTS SHALL BE THOROUGHLY WATERED WITHIN 24 -HOURS OF PLANTING. 31. ALL SLOPES 3:1 OR STEEPER SHALL BE PLANTED WITH GROUND COVER PLANTINGS AND/OR VINES IN ACCORDANCE WITH TABLE 3.37-C OF THE VESCH (UNLESS OTHERWISE PROVIDED IN THE LANDSCAPE PLAN). SHEET REVISION BY C11 DATE SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE - EX. GROUND 0 N 2"X2" HARDWOOD STAKE 3 PER TREE. DRIVEN INTO FIRM SUBGRADE AT 45° SUBSOIL BROKEN WITH PICK R DOUBLE STRAND 12 -GA. GALV. WIRE TWISTED IN 1/2" RUBBER HOSE 3" MULCH EXTENDED OVER BERM 3" EARTH SAUCER 45° -�l i II II III I I� REMOVE BURLAP FROM TOP 1/2 \ OF ROOTBALL BACKFILL WITH SOIL MIX OF 3/4 EXISTING SOIL & 1/4 ORGANIC MATTER NOTE: THIS DETAIL FOR DECIDUOUS AND EVERGREEEN TREES OVER 12' IN HEIGHT GUYING DETAIL FOR LARGE TREES NOT TO SCALE Lie. No. (}4 ,,'��'�' OVAL' ID 12 -GA IISTED IN 1/2" 6" FROM )WOOD STAKE i" MULCH EXTENDED )VER BERM " EARTH SAUCER BURLAP )P 1/2 TBALL WITH SOIL MIX XISTING SOIL & ANIC MATTER NO I E: THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT. SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE - PLANTING AND STAKING DETAIL NOT TO SCALE REMOVE BURLAP - FROM TOP 1/2 OF ROOT BALL BACKFILL WITH SOIL MIX OF 3/4 EXISTING SOIL & 1/4 ORGANIC MATTER Am WAVONORWROM PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR REQUIRED LANDSCAPE ENGINEERS an SURVEYORS Total DRAB✓✓N BY: KTM PLANNERS Dll-L4 BY: HFW ASSOCIATES PO Box 4119 3040 Avemore Square PI. LynohVA Charlottesville, V;A22911 Phone: 434.316.6080 Phone: 434.9854.2700 www.wvvassociatcs.net Canopy@ Canopy Symb QTY Botanical Name Common Name Type Size Spacing Remarks 10 -Yr (sf) Total (sf) QUPH 33 Quercus phellos Willow Oak B&B 2c1a/2 A.S. L -Shade (Street Trees) 419 13827 I 1 JUC012 248 Juniperus conferta Shore Juniper Cont. #3 18" sprd Groundcover/Shrub 0 0 - - PEOR10 350 Pennisetum orientale Oriental Pennisetum Cont. #1 24" oc Ground cove r/Grass 0 0 l LIMU6 160 Liriope muscari Big Blue Lilyturf Cont. #1 12" oe Groundcover 0 0 Bloodgood London 2 1/2" PLAC2 36 Platanus acerifolia B&B A.S. L -Shade (Street Trees) 422 15192 Plane Tree cal TOTAL CANOPY OF TREES AND SHRUBS IN REQUIRED LANDSCAPE 29;,019 Lie. No. (}4 ,,'��'�' OVAL' ID 12 -GA IISTED IN 1/2" 6" FROM )WOOD STAKE i" MULCH EXTENDED )VER BERM " EARTH SAUCER BURLAP )P 1/2 TBALL WITH SOIL MIX XISTING SOIL & ANIC MATTER NO I E: THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT. SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE - PLANTING AND STAKING DETAIL NOT TO SCALE REMOVE BURLAP - FROM TOP 1/2 OF ROOT BALL BACKFILL WITH SOIL MIX OF 3/4 EXISTING SOIL & 1/4 ORGANIC MATTER Am WAVONORWROM DESIGNED BY: JOB ENGINEERS an SURVEYORS DRAB✓✓N BY: KTM PLANNERS Dll-L4 BY: HFW ASSOCIATES PO Box 4119 3040 Avemore Square PI. LynohVA Charlottesville, V;A22911 Phone: 434.316.6080 Phone: 434.9854.2700 www.wvvassociatcs.net p �N NUMBER: �✓VA l V UIVI BER: 20802 6.02 PRUNE BACK 1/3 GROWTH TO REMOVE PROBLEM, DISEASED OR WEAK BRANCHES 3" MULCH 3" EARTH SAUCER EXISTING SUB -BASE 12" MIN SHRUB PLANTING DETAIL NOT TO SCALE PROJECT: AMENDMENT TO STONEFIELD BOULEVARD ROAD PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: LANDSCAPING DETAILS, NOTES AND SCHEDULES FILE NAME: DISCIPLINE: SCALE: DATE: 802602C_C-25.dwg CIVIL H: N/A 6116111 V: N/A SET REV. NO. 4 DRAINING NUMBER: C-25 SHEET NUM,19ER: 25 of 27 ►j