Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP200500094 Plan - Approved 2007-06-01
ZINIVE�SITY VILLAGE Vlcinity Map: V" 500' PHASE III Final Site Plan SDP 2005-00094 WPO 2005-00074 Jack Jouett Magisterial District The County of Al bemarle BB Virginia SIGNATURE PANEL: Albemarle County Current Development Planners�1d-� o wLGuo 7 Albemarle County Current Development Engineer. vQ(&n (.. o6r.A6igpi! Albemarle County Inspections: Albemarle County Department of Fire & Rescue: Albemarle County Service Authority: Virginia Department of Transportabon: Other: THE COX COMPANY aaeeers . LaWa ave lvcNrxn CM Engneen • urban DeOgr e 220 Edst NVh Sheet Clwfbhet -VVg 21901.1431] 195-7131 OCTOBER 23, 2005 Rcvlscd: JANUARY 30, 2006 MAY 30, 200E JULY 20, 2006 SEPTEMBER 72, 2005 SHEET INDEX ■ % i ■ C-1.0 ti� Univerelty Village /f N C-2.0 aW y' C-2.1 Property Line Exhibit ■ C-3.0 51te Plan \/// r Layout Plan ■ C-5.0 Storm Water Management Plan ■ C-6.0 -'- NEW ADDITION Storm Water Piping Profiles ■ C-6.2 Water Line Plan and Profile ■ C-7.0 Miscellaneous Site Detail5 ■ C-8.0 Site Lighting Plan ■ C-9.0 Old / v ft, Erosion and Sediment Control Plan ■ L-1.0 A NunUngton VlXege {T . 4j' L-2.0 General Landscape Details • LYJ/ , �Ql vy Gardens i Vlcinity Map: V" 500' PHASE III Final Site Plan SDP 2005-00094 WPO 2005-00074 Jack Jouett Magisterial District The County of Al bemarle BB Virginia SIGNATURE PANEL: Albemarle County Current Development Planners�1d-� o wLGuo 7 Albemarle County Current Development Engineer. vQ(&n (.. o6r.A6igpi! Albemarle County Inspections: Albemarle County Department of Fire & Rescue: Albemarle County Service Authority: Virginia Department of Transportabon: Other: THE COX COMPANY aaeeers . LaWa ave lvcNrxn CM Engneen • urban DeOgr e 220 Edst NVh Sheet Clwfbhet -VVg 21901.1431] 195-7131 OCTOBER 23, 2005 Rcvlscd: JANUARY 30, 2006 MAY 30, 200E JULY 20, 2006 SEPTEMBER 72, 2005 o"ctI r tT 0HEET 1 of 16 SHEET INDEX ■ C-0.0 Cover ■ C-1.0 General Notes & Critical Slope Exhibit ■ C-2.0 Existing Conditions Exhibit • C-2.1 Property Line Exhibit ■ C-3.0 51te Plan ■ C-4.0 Layout Plan ■ C-5.0 Storm Water Management Plan ■ C-6.0 Road Plan and Profile ■ C-6.1 Storm Water Piping Profiles ■ C-6.2 Water Line Plan and Profile ■ C-7.0 Miscellaneous Site Detail5 ■ C-8.0 Site Lighting Plan ■ C-9.0 Erosion and Sediment Control Narrative ■ C-9.1 Erosion and Sediment Control Plan ■ L-1.0 Landscape Plan ■ L-2.0 General Landscape Details • Filled Box Indicates Drawing Included in Set o"ctI r tT 0HEET 1 of 16 ' / mvd I ? '• I I ' I I O� / illi I i{i II ' C rr i li i ! �I A. i a J XII r' I If 41 i r l i 77 � N� nw.tWo,'�y.'i"sm rw h.:n'art b1 � \ \!E PH E \ ATION \ is x'-irgn'' �m I . a / I r / 1 I I .w wT - win as Kn Critical Slope Exhibit EM Existing Slones Greater than 25% 1. Owner/Developer University Village Owners Association MO Development, LLC 2401 Old Ivy Road One Boars Head Pointe Charlottesville, Angilmb 22903 Charlottesville, Virginia 22903 2. Landscape Mchtacts/Engineers/Planners The Cox Company 220 East High 5c;mn CharlotteevNk, Vlrgimim 22902 434.295.7131 3. Parcel Information: University VOW Phase 3 Total Proposed Lot 51ze: 4.801 acres TM 06082-00-00-00100 University Village Owners Association Deed Book 1382, Page 314 Plat (4.801 of 17.995 acres) 4. Existing Zoning: PIC, (ZMA: 96-20) Maximum 204 Residential Unite (Proffered) Existing Units: 94, Proposed New Units: 48, Total: 142 Unite 5. Planned Land Use: Condominium Reaideritial Units, maximum: 48 Unite 6, Building Setbacks Yard: 26+60'=85' Front. 15'+60'=76 51ds, 20'+r5O'=80' Rear 7. Open Space: 3.67 Acres, 76% 8. Maximum Building Height: 65 feet Maximum Square Footage of Building: 113,400 eq. feet 9. Maximum number of units: 48 Gross Residential Dsnslq: 10 unts/acm 10. Parking Analysis: Required: 82 Spaces = {(max. employees ' 1) + (1.25 / Unit)j = {(22.1) + 0.25 / 48)} Provided: 89 Total {87 Standard, 2 Handicapped (1 van acceeslble)j 11. Impervious 5url` c 49,695 square feet, 1.14 Acres, 23.8% 12 Adjacent Properties: TMP 06081-00-00-(10100-16500), Huntington Village Deed Book 514 p4, Condominiums, R-10 TMP 060152-00-00-00100, University Village Condominium Additional Land Deed Book 1382 p 314 Plat, Vacant, R-10 TMP 06082-01-00-(01000-01608), University Village Condominium Building Number One Deed Book 1136 p 157 Plat, Condominiums, R-10 TMP 060152-01-00-02101. UnNershy Village Condominium Phase II Dead Book 1382 p 314 Plat, Condominiums, R-10 13. Datum and Benchmark Reference A. Boundary, momenta and plat data based on surveye by Kirk Hughes & Associates, 220 East High 5treaG Charlottesville, Virginia, 22902 dated August 1, 2003 B All elevations bash on U565 Monument with brass disc stampeel'Y 345 Reeet 1959." 14. General Cornrvctlon Notes: A. The abbreNatbn V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within y existing public righ -o - way, Including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VOOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. Erosion and siltation control measuree shall be provided in accordanec with the approved erosion control plan and shag be installed prior to any clearing, grading or other construction. E. All slopes and disturbed areas are to be fartllbed, seeded and mulched. The maximum allowable slope is 2:1 (horirnn talvertical). Where reasonably obtainable, baser slopes of 3:1 or better aro to be achieved. F. Paved, rip -rap or stabilization mat Bred ditch may be required when In the opinion of the Albemarle County Director of Engineering, or the Directors designee, It is deemed necessary in order to stabilize a drainage channel. G. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. Traffic control or other regulatory signs of barrkadee shall be Installed by the developer when, In the opinion of the County Engineer or his designee, they aro deemed necessary in order to provide safe and convenient access. H. Unless otherwise noted all concrete pipe shag be reinforced concrete pipe - Class III. I. All excavation for underground pipe installation must comply with 05HA Standards for the Construction Industry (29 CFR Part 1926). J. Compliance with the minimum pavement width, as shown on the plan, shag be strictt;/ adhered to. Exceptions will not be allowed. K. Contractor shall notify the Developer and Engineer of arty plan defects, errors or omissions immMiatly. 15. Gmeral Water and Saver Conditions A. Work shall be subject to inspection by Albemarle County 5eMce, Authority inspectors. The contractor will be responsible for notifying the proper service authority offlcinis at the start of work. B. The location of existing utatbs across the line of the proposed work are not necessarily shown on the plane and where shown, aro only approximately correct. The contractor shall on his own Initiative locate all underground Knee and structures as necessary. C. All materials and construction shall comply with the current edition of the gmeral water and sewer construction specifications as adopted by the Albemarle County 5eMee Authority. D. Datum for all elevatlms shown In National Geodetic Survey. E. The contractor shall be responsibly for notifying "Miss Utility" (1-800-552-7001). F. All water and sewer pipes shag have a minimum of 3 fast of cover measured from the top of pipe, over the centarline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc, G. All water and sewer appurtenances are to be located outside of roadside ditches. H. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 16. Storm water Management 5torm water management for the project Is to be provided by the use of an ousting storm water management facility, a proposed new otorm water management facility and proposed new "Fiterra" BMP units. This existing facility was Assigned with development of the subject property In mild, and sized accordingly. Refer to the University village Master Plan and sheet C-5.0 of this on for more information. iix THE COX COMPANY CM! Erg sen - Urb a ArcIgne s CHtl Enpilreeis •Urban Dasl7nian 220 tHigh saner chvanawaw. wpr:a 22M-(4341295.7131 lob Number 03-140 MD Development, LLC One Boar's Head Pointe Charlottesville, VA 22903 P. 434.9727764 F: 434.2953203 Architect: Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 P: 434.979.7550 F: 434.9795270 rararar� \ w / - Q 11J n` m U- 0 Lu D O MENOMINEE U Z ZD GENERAL NOTES & EXHIBIT Job Number: 03-140 ce�rcerErot. ms Date: May 30, 2006 Revision: I Scale: 5M Sheet No.: C-1.0 (I s 6-1-01 2 of 16 l ��t.nxwrrlv�rsmmexs - A I I / j PROPOSED PWSE III SVB11V510N 4.801 Ac. erxw� � nw.tWo,'�y.'i"sm rw h.:n'art b1 � \ \!E PH E \ ATION \ is x'-irgn'' �m I . a / I r / 1 I I .w wT - win as Kn Critical Slope Exhibit EM Existing Slones Greater than 25% 1. Owner/Developer University Village Owners Association MO Development, LLC 2401 Old Ivy Road One Boars Head Pointe Charlottesville, Angilmb 22903 Charlottesville, Virginia 22903 2. Landscape Mchtacts/Engineers/Planners The Cox Company 220 East High 5c;mn CharlotteevNk, Vlrgimim 22902 434.295.7131 3. Parcel Information: University VOW Phase 3 Total Proposed Lot 51ze: 4.801 acres TM 06082-00-00-00100 University Village Owners Association Deed Book 1382, Page 314 Plat (4.801 of 17.995 acres) 4. Existing Zoning: PIC, (ZMA: 96-20) Maximum 204 Residential Unite (Proffered) Existing Units: 94, Proposed New Units: 48, Total: 142 Unite 5. Planned Land Use: Condominium Reaideritial Units, maximum: 48 Unite 6, Building Setbacks Yard: 26+60'=85' Front. 15'+60'=76 51ds, 20'+r5O'=80' Rear 7. Open Space: 3.67 Acres, 76% 8. Maximum Building Height: 65 feet Maximum Square Footage of Building: 113,400 eq. feet 9. Maximum number of units: 48 Gross Residential Dsnslq: 10 unts/acm 10. Parking Analysis: Required: 82 Spaces = {(max. employees ' 1) + (1.25 / Unit)j = {(22.1) + 0.25 / 48)} Provided: 89 Total {87 Standard, 2 Handicapped (1 van acceeslble)j 11. Impervious 5url` c 49,695 square feet, 1.14 Acres, 23.8% 12 Adjacent Properties: TMP 06081-00-00-(10100-16500), Huntington Village Deed Book 514 p4, Condominiums, R-10 TMP 060152-00-00-00100, University Village Condominium Additional Land Deed Book 1382 p 314 Plat, Vacant, R-10 TMP 06082-01-00-(01000-01608), University Village Condominium Building Number One Deed Book 1136 p 157 Plat, Condominiums, R-10 TMP 060152-01-00-02101. UnNershy Village Condominium Phase II Dead Book 1382 p 314 Plat, Condominiums, R-10 13. Datum and Benchmark Reference A. Boundary, momenta and plat data based on surveye by Kirk Hughes & Associates, 220 East High 5treaG Charlottesville, Virginia, 22902 dated August 1, 2003 B All elevations bash on U565 Monument with brass disc stampeel'Y 345 Reeet 1959." 14. General Cornrvctlon Notes: A. The abbreNatbn V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within y existing public righ -o - way, Including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VOOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. Erosion and siltation control measuree shall be provided in accordanec with the approved erosion control plan and shag be installed prior to any clearing, grading or other construction. E. All slopes and disturbed areas are to be fartllbed, seeded and mulched. The maximum allowable slope is 2:1 (horirnn talvertical). Where reasonably obtainable, baser slopes of 3:1 or better aro to be achieved. F. Paved, rip -rap or stabilization mat Bred ditch may be required when In the opinion of the Albemarle County Director of Engineering, or the Directors designee, It is deemed necessary in order to stabilize a drainage channel. G. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. Traffic control or other regulatory signs of barrkadee shall be Installed by the developer when, In the opinion of the County Engineer or his designee, they aro deemed necessary in order to provide safe and convenient access. H. Unless otherwise noted all concrete pipe shag be reinforced concrete pipe - Class III. I. All excavation for underground pipe installation must comply with 05HA Standards for the Construction Industry (29 CFR Part 1926). J. Compliance with the minimum pavement width, as shown on the plan, shag be strictt;/ adhered to. Exceptions will not be allowed. K. Contractor shall notify the Developer and Engineer of arty plan defects, errors or omissions immMiatly. 15. Gmeral Water and Saver Conditions A. Work shall be subject to inspection by Albemarle County 5eMce, Authority inspectors. The contractor will be responsible for notifying the proper service authority offlcinis at the start of work. B. The location of existing utatbs across the line of the proposed work are not necessarily shown on the plane and where shown, aro only approximately correct. The contractor shall on his own Initiative locate all underground Knee and structures as necessary. C. All materials and construction shall comply with the current edition of the gmeral water and sewer construction specifications as adopted by the Albemarle County 5eMee Authority. D. Datum for all elevatlms shown In National Geodetic Survey. E. The contractor shall be responsibly for notifying "Miss Utility" (1-800-552-7001). F. All water and sewer pipes shag have a minimum of 3 fast of cover measured from the top of pipe, over the centarline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc, G. All water and sewer appurtenances are to be located outside of roadside ditches. H. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 16. Storm water Management 5torm water management for the project Is to be provided by the use of an ousting storm water management facility, a proposed new otorm water management facility and proposed new "Fiterra" BMP units. This existing facility was Assigned with development of the subject property In mild, and sized accordingly. Refer to the University village Master Plan and sheet C-5.0 of this on for more information. iix THE COX COMPANY CM! Erg sen - Urb a ArcIgne s CHtl Enpilreeis •Urban Dasl7nian 220 tHigh saner chvanawaw. wpr:a 22M-(4341295.7131 lob Number 03-140 MD Development, LLC One Boar's Head Pointe Charlottesville, VA 22903 P. 434.9727764 F: 434.2953203 Architect: Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 P: 434.979.7550 F: 434.9795270 rararar� \ w / - Q 11J n` m U- 0 Lu D O MENOMINEE U Z ZD GENERAL NOTES & EXHIBIT Job Number: 03-140 ce�rcerErot. ms Date: May 30, 2006 Revision: I Scale: 5M Sheet No.: C-1.0 (I s 6-1-01 2 of 16 TOPOGRAPHIC SURVEY /I= L E G E N D UNIVERSITY VILLAGE / AB.ABALINE ASPH -ASSPHALTPHALT PHASE 3 / " ShruDa - - Storm Grate BW - BOTTOM OF WALL // '"'-"� - Tree Lina Oo' - SGrate (DI -1) CC - CONCRETE CURB / Storm CCSG - CONCRETE CURB AND GUTTER ALBEMARLECOUNTY,VIRGINIA // / / / ■—wawrMNe O - Storm Grate (DI -7) CIP- CAST-IRONPIPE JACK JOUETT DISTRICT / CMP - CORRELATED METAL PIPE -Water VeNe • - Storm Floor Drain CO - STORM OR SANITARY CLEAN-OUT / / / Cor CONC - CONCRETE -Fire Hydrant ■ .Down Spout COND -CONDUIT SCALE: 1"=25' / TAx1NPPr1C6aaeB°Daar,aa / / - Standpipe M . Traffic Ught Pole CSW - ORM R AIN SIDEWALK uav■rlrrnuoao Aeeo TM I ; DIP -DUCTILE-IRON PIPES INLET AUGUST 1, 2003 a°e��T) / / / D / ■ - Gas Mater - Utility Pole ELEC -OVERHEAD ELECTRIC LINE REVISED OCTOBER 1, 2003 L) Z EW - ENDWALL (TOPO ADDITION) JUNE 1, 2005 / / / m O / m - Gas valve - Guy Wire FH -FIRE HYDRANT / N -I 31 GI -GAS LINE PREPARED FOR: MD DEVELOPMENT, LLC w nr- m / j/ / n o - Cleanola }'{ - Light PoleAamp Poet GM - GAS METER / »., er �,•� y- / / / = GUY - ASV ANCHOR POST OR WIRE KIRK HUGHES & ASSOCIATES O-Maniwk ®- MonaorngWell GV E-HIGHLVE r HDPE -HIGH DENSITY POLYETHYLENE PIPE LAND SURVEYORS & PLANNERS Electric Vault or Manhole - Irrigation control valve IP - IRON PIPE 220 EAST HIGH STREET 1 \ 1 I �/ I 1 I Q I / / 2 / / -LAMP POST / �. ® - WWaterVault or Manhole� -Teat Bore M MB -MAIL BOX CHARLOTTESVILLE, VA 22902 I l7'gf ° 1 I L 1 , Q/ +r aM (j / r °d/ MH - MANHOLE (434) 296-6942 7�' 1 4-i m• O1 N I 1 i / / // Ora Via• m - Telephone Vault or Manhole 1O -Sanitary Sewer Str Structure, PIV - POST INDICATOR VALVE I I 1 I I I 1 11 .: l I/�/ L // �Y R -PROPERTY LINE r 1 I /, 1, I/ J Il� / /� I I .1 / 7 // \ • . Telephone Booth or Emergency Call Box 1 -Storm Drelr,ega Structure RCP - REINFORCED CONCRETE PIPE FILE: 2003-103\TOPO ADDITION\ 2003103-01.DW / 1 / J � I / l / / SD - STORM DRAIN LINE 1/ 1 I !�i , / p om, y SS -SANITARY SEWERTelevision Pedestal - Guard Rail SP -STANDPIPE _ W. 0"Ou uraVelarnvuAdeodoaMM 7 m -Telephone or Televisionu«neromvluaoE ooMow rww \ II 1 I I II 1 III LINE I 1 r / \ W. aur-waTr avM4RAT /'' FHBT FLOOn E�IL"EV�TpN.ia�OC •� TwPrraaao,aeaep+m.atoq ' \ e srom almwluMOEnOPoua wruaEe - Electric Junction Boz —X—X— -Fence TCP - TERRA COTTA (CLAY) PIPE -,jIE»/�1 oovtS�0_605 co J w 1• o'+elsI ' FTELE -OVERHEAD TELEPHONE LINE - Electric o Trenalormer O- Handrail TRANS - ELECTRIC TRANSFORMER coo- +ry TV -OVERHEAD TELEVISION LINE 1/II I\' \ _ -Po■ -Storm Sewer TW -TOP OF WALL I I I I 7.r r ^r/ \ *I"'-1 -I- I—I I I 1 \ \ UGCR - UNDERGROUND COMPUTER LINE \ \ -Lame Sign ss - Santa Sewer 1 l l ! !IIII I ■ »" Sanitary UGT - UNDERGROUND ELECTRIC LINE • - Poet or Ballard WL UGT -UNDERGROUND TELEPHONE LINE 1l l IpI / lI d I I I/ I I I I 1 \� bs$ \\ -Wets fns UGT- - UNDERGROUND TELEVISION LINE = = = \ O -Air conditioning UritMael Pump GL - �Arr WM - WATER METER 1 rC� WMH -WATERLINE MANHOLE — _ _ _ — _ — $� - Benchmark NN - WATER VALVE 8 I II // I I I f 1 1/ / I I I I 1 1 I 11 \ I I I I I I I �/ I\k I� \ ` \� `—\ -- /xw /// I (� \\ n°jr, \\ O ?- UNKNOWN OR UNVERIFIED LOCATION 111111 '•— `!may - Deciduous Tree DOG. -DOGWOOD TREE `l l / I I 1 / l I 1 /l II I I I / 1 I 1 , 1 \ \ \ I \ I I 1 \ \ �e»n I / • ...n \ DPEAR - BRADFORD PEAR TREE _ Coniferous Tree / x -Spot Elevation � / 11/d 11111 \a1111/l ,ra�I I I I I 1 I I 1 � r• \\ r �,�� \\: __ ,J \ III I I I I I I / / ...,, — —i -Pool Indicator Valve/ \ , \ _ — — ,\ \ \ \ p X. / ////lJaaalll/1111 ill IIIIIjIIIPxIII� Ill! I IIII �1I I 1\�\\ \\\ �y/ 1 2k O,.. as n. rU7111111 [_ s• \ \ \ \\ \ \ \\ \ a w�eia'n'wr waEaaoc�wr'ae■Aae°o0aOAnosII —— /\\ \ / / \ / / / I I 1 411 j111I11 11 I / / I I I I l \\ �--�--��'-- —/ \\ \\ •' \ \ \ / ww*IIII I\\\\ \\ a,er I � I / , I I I I\ �� />-- 21 /—r 11 I I I I I h'• 1 I I �r 1 \\ I (� L�/ l I I /I Hit I I I 1 1 I I I 1 1\ \ I I \\ _�-' \\ / ''/ / / 1 I I I 1 1 I � \ �\\ \ \\ \ \ O � � I \ \ \.a TOP - .r1,,•I/ / I Cw I 1 s. \ \ \� o a \ \ r�\ »,�• / ' I � �1r I 1 I ff00pa I I I II 11 I I 11 I I 1 // I 1 \ \ \\ �\\� \ \ r ear \ \ m. x - r1w• ( \ I �l X. / I y`^"� 1111 bl I>=Ia�! x_ oG ' ee�� �' / / / l I I I I 1 1 \ \ \ \ \ \ \ � � � r �� � — \ � ��. \ \ \ \ L \ \� \ \ / \ :: aao- eex/ra• � \ j I I7k// / � / / / / / / / 1 I � /. 1 'A[\ \ W»• rr rue\ \ � �— �\\ \ i \ \ / \ /r wrl a`,•Gv- • �\, � 1\ �'w°r�-our�i»..r X °I` I 1 \ 1 \ \ \\ \\ \ ww Mr VLLAQIEOMMMI oaw»T,wr eD2_""s ,� `�• \ 1 \ \ / \ ��l \\\\// oai+a►sr n`v�n110 9 \i l4pY arty» \ � u�lK NOTES 1.) TITLE SOURCE: UNIVERSITY VILLAGE OWNERS ASSOCIATION RECORDED IN DEED BOOK 1867, PAGE 686, DEED BOOK 1622, PAGE 340 PLAT AND DEED BOOK 1136, PAGE 171 PLAT. THIS PROPERTY IS DESIGNATED AS TAX MAP PARCEL 060132-00-00-00100 BY THE COUNTY OF ALBEMARLE.. 2.) BENCHMARK: U.S.G.S. MONUMENT WITH BRASS DISC STAMPED "Y 345 RESET 1959" SET IN CONCRETE NEAR ENTRANCE TO KLUGE CHILDRENS HOSPITAL. ELEVATION = 550.47' (FEET) 3.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES; TOPOGRAPHIC MAPS, UTILITY MAPS, AS -BUILT PLANS, AND THE UTILITY COMPANIES. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. TMP HUNT 0, De , / NIry ur»sanr vauoe owl■Ir Aae°CNTION r.. aur _ mr Oo 0o aloe) THE COX COMPANY t'luvm-tarxaccge ArcWres aM &0IM r - Ilban o.sar,.r aatrmrAW ~ v .bb MnrEerQ9-140 Develops- MD Development LLC One Boar's Head Pointe Chadottesvil1e, VA 22903 P: 434.972.7764 F: 434.295.3203 Axchitect: Mitchell/Matthews P.O. Box 5603 ChadottesvtLe, VA 22905 P: 434.977.7550 F: 434.9793220 LU 0 < QZ rrrr� 0 \J > / J LdQ N W �Msssss— � m (^n' LL 1..2. O W 0 Z ZD EXISTING EXHIBIT Job Number: 03140 V. NO. 14W Date: DECEMBER 22, 2005 Revision: Scale: HORIZ. I"= 30' Sheet No.: C-2.0 GM 6-1-o7 3 of 16 TAC IMP PAl1a6010!»aDar» W. x/. re- rA4' ur»sanr vauoe owl■Ir Aae°CNTION r.. aur _ mr Oo 0o aloe) THE COX COMPANY t'luvm-tarxaccge ArcWres aM &0IM r - Ilban o.sar,.r aatrmrAW ~ v .bb MnrEerQ9-140 Develops- MD Development LLC One Boar's Head Pointe Chadottesvil1e, VA 22903 P: 434.972.7764 F: 434.295.3203 Axchitect: Mitchell/Matthews P.O. Box 5603 ChadottesvtLe, VA 22905 P: 434.977.7550 F: 434.9793220 LU 0 < QZ rrrr� 0 \J > / J LdQ N W �Msssss— � m (^n' LL 1..2. O W 0 Z ZD EXISTING EXHIBIT Job Number: 03140 V. NO. 14W Date: DECEMBER 22, 2005 Revision: Scale: HORIZ. I"= 30' Sheet No.: C-2.0 GM 6-1-o7 3 of 16 Not to Scale r 7N13 IXaqT.EOA/ Or CAESTW" Y£ 7U SEIM'E AW.QICEL \s EXISTING I DINING ISCALE FACILITY 1 1 w � � T.M. p, 60-240 IED � � 60-51 l Om �$ Not to Scale r 7N13 IXaqT.EOA/ Or CAESTW" Y£ 7U SEIM'E AW.QICEL r I ISCALE 1' - 100' 1 1 100 50 0 100 Not to Scale r SHEET FOR EXHIBIT ONLY! 7N13 IXaqT.EOA/ Or CAESTW" Y£ 7U SEIM'E AW.QICEL r I ISCALE 1' - 100' �;•q:/ 1 100 50 0 100 O � T.M. p, 60-240 IED � � 60-51 l Om �$ N/F ES SHEET FOR EXHIBIT ONLY! 60B�AOE VS Np N N S pxNOt 11 � H ZSIDW T. N. P. 60182 - i CCAT2 / UUIWRSITY LIMITED LIABILITY CAM°ANY D.B. 1136 pp. 171-171 (Plat) 21.619 ACAFS - original Area - 3. W4 Acres - PW,01 A = 17.995 Acres - Residue Area ©Q� (2101-2608) T.M.P. �OBERSITr VILINIUS PHASE 2 - P03 (Plat) 0.8• 1608) T.N.P. 81RSICONDOWN'loSPHASE p. 137 at1 0.6. 11)36 P11 17 72 (P PARCEL A 3.624 ACRES tot U 0. 1(iL� 0.10 g5.55'E 7N13 IXaqT.EOA/ Or CAESTW" Y£ 7U SEIM'E AW.QICEL r I ISCALE 1' - 100' �;•q:/ 1 100 50 0 100 I T.M. p, 60-240 IED nae r ren 60-51 N�FI PARTNERSHIP N/F ES D.B. 862 P. 40B / N. B. 49 P. 51 I MINAW 33.10' 63.85' / _—_—_--_ 920.40' —_—HMSE1-MW D.B. 1136 p. 137 — — — Y6'49•M / D.B. 1136 pp. 173-174 (01et1 / Il \ WS'f1'DI'E 609.07 jp / T.M.P. 6082 - 1 D. B. 76 p. 363 'i1.,wt `j' E N�3p tl0E Ki0'22'27'E 624'f5'02'E ---------- 117.77' 175.27' ' zo• T. M. P. 60-45A (1) N/F IVY GARDENS LIMITEO PARTNERSHIP T.M.P. 60-45 ESTATE(p1ATION I N✓F VA.BREALD. / W / I �l D.B. 675 P.239 1 / I ; D.B. 1472 P•166 60B�AOE VS Np N N S pxNOt 11 � H ZSIDW T. N. P. 60182 - i CCAT2 / UUIWRSITY LIMITED LIABILITY CAM°ANY D.B. 1136 pp. 171-171 (Plat) 21.619 ACAFS - original Area - 3. W4 Acres - PW,01 A = 17.995 Acres - Residue Area ©Q� (2101-2608) T.M.P. �OBERSITr VILINIUS PHASE 2 - P03 (Plat) 0.8• 1608) T.N.P. 81RSICONDOWN'loSPHASE p. 137 at1 0.6. 11)36 P11 17 72 (P PARCEL A 3.624 ACRES tot U 0. 1(iL� 0.10 g5.55'E a 7N13 IXaqT.EOA/ Or CAESTW" Y£ 7U SEIM'E AW.QICEL r INGAIESS - EGRESS EASEAENT D. B. 1059 P. 31 r!. ; 4 �N �;•q:/ PRIVATE) —AA-4.5, / / ( T. M.P. 6092 - m -(IMO-16061 OM -573.16' 17'E / UVIVEASITY VILLAGE MA'43't01M / MINAW 33.10' 63.85' / _—_—_--_ 920.40' —_—HMSE1-MW D.B. 1136 p. 137 — — — Y6'49•M / D.B. 1136 pp. 173-174 (01et1 / \ Riynit May l / T.M.P. 6082 - 1 D. B. 76 p. 363 'i1.,wt `j' E N�3p tl0E / / ' zo• T. M. P. 60-45A (1) N/F IVY GARDENS LIMITEO PARTNERSHIP T.M.P. 60-45 ESTATE(p1ATION I N✓F VA.BREALD. / W / I �l D.B. 675 P.239 1 / I ; D.B. 1472 P•166 a o'q 4 y r N25'!4'02'E 125.00' �, I RESIDUE l / T.M.P. 6082 - 1 'i1.,wt `j' E N�3p tl0E / / ' zo• / W / I �l I 1 / I J T.M.P. 76A -J1 / I N/F RECTORS 6 VISITORS OF UVA D.B. 368 P•331 D.B. 340 P. 387 / / / ROAD" 159 APRIL 21, 1097 MOO M LOO GALE t A900C, NIC. ' A PROFESWONAL CGINKlIbIMW XAVWY Mt$ CHA 11077EWYI1E.VMN Mi 41/F 41/,ZL%7 SHEET 3 OF 3 Property Boundary Exhibit Not to Scale THE COX COMPANY Planners . Lan SCC Archltech OW Engineers . LM Des . 2W Rut M'ph Sheet cnadaHe — wgrau 21902.(434/295.7131 Job Number. 01140 Developer. MD Development, LLC One Boar's Head Pointe Charlottesville, VA 22903 P: 434.972.7764 F: 434.295.3203 Architect: Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 P: 434.979.75% F: 434.979.5220 (W V Z J 3 / = J Q W 1U co S Q U_ � o LU Z 0 O Z MISC. EXISTING EXHIBITS Job Number: 03-140 CEKIIFIU IF,vu 7113 Date: September 12, 2005 Revision: Scale: 1°=20' Sheet No.: C-2.1 OM G-107 4 of 16 IN THE COX COMPANY II ME Planners - Landscape Architects Civil Engineers - Urban Designers 210 East High Street ChaNbHwvNe - Virgli w 22902.0)295.7131 I � � / ! ' •••ttM^• NORTH I Job Number 03-110 MD Development, rc oA}C � ® LLC One Boar's Head Pointe •,, TOP: TO REMAIN TOEX. : TO INV OUT: 662.28 �� � �"'" Charlottesville, VA 22903 / Y i fT EX. DI-38 INV IN: 662.48 f'/� 0 TOP: TO REMAIN %i �- '� P: 434.972 7764 F: 434.295.3203 i Rkk OUTE STORM ,E P)K'=1TIC;1 ,< INV OUT: 663.73 / 'f y . INV IN: 663.83 ^CKLW* �.- �os� ..- Architect: Mitchell/Matthews - (1 ?.t /� OCURB INLET �'r /. , TOPe 67iAe-'~ / P.O. BOX 5603 , ,) �1 _ . _ _ _ i / i ( f INV. OUT. 662.28' •. I Charlottesville, VA 22905 P: 434.979.7550 ti t t i �'..�, ,� ' T OTOPP- TOP: 672.00 r ' F: 434.979.5220 zs INV. IN- 683.83' INV. OUT 663.73' INV OUT: 668.00 f Notes: Rl CONNECT TO p�°o a(r,X SIDEWALK , i 1 K o All Storm Water manholes shall have inlet shaping rF� . i' �:+" r f,',I' . � , I f i i i i _ • r s •},a ' 1 �� � , f r ± ' , :`�`•� r ! r' (i ,' , , 1 .'h� \ : , v ! i ' .,.,._ \ i .'T Vt Lr tv • , \ refer to VDOT standard IS r r i \% U"ERS VILLAf ' llC... � 2 I G :�. N1� j~ o For pavement section, see detail on sheet C-7 \ \ .�. �- \, , UNIVERSITY VILLAGE DOMINIUM A' ; ! r ; ; • / • N 1 ( '4" U iC '' I+i i ! E i t �l \ 136't- 1. o >R1AP.-01 T -' !-1 \•f.. --IW- --- . BUILDING ., o Sanitary sewer will be connected f+r -- d interior to the l / i `.,/ __ i \ C' FIRST FLOOR ELEVA i93.O6 \ 6 STORY BRICK W.' UNDER NO GARAGE Wil.•^..........f"`��y . _ \.�+ building where the addition connects, via existing T--- - ft��y / :` ;i • ; Yof , ►-� t I ' : 1 , ? 4 !� '�'i, �- 1 \Y \\ Fff,j v. __ - \ v i^ \ SUBMITTEDLANDD ,,16 - - t,',Y \ TMP 06482-01-00-00 000.1604 stub-outs. Z - � ) I 4'F J J , �1 } � ,• ; ; ! All , �,.: = , _ F '� � Ll\ - ► \ \.' ^i:?,, \ o See sheet 6 o waterline plan and profile. F ee C- .2 for --J `- TR;AK,� j � _ , - ---�` _ I �,i `�v . - - \' Location eg ceding \ ;��.� \ 0 0 of Future Phase" subject to regrading and - 1 further development. �,,.. y S'j i � if � i = I �'\• i 1 01 r _ 1 t HA ` \\ a SIX STORY BMC HTS'- PARKING GARACX-/�LAC1E 'r \ ` \ p ��V / 1+ NE- AY' \\ p yy \ Q CA\. (3"MK1 SPACffi) SERVICEEN�Y \ \'� ONLY (NOT \ \a� \ FREQUENT USE \ \`'t "' LU { { L ca \` � ! r D t +fit'` i f'. :J, \ '' \\� ' \•` __ - _.._ •` : � � � , j1 �� � c (F URE PH\E Z 1 J;" i \\- \ \ O - _• _- /' /' `, /, lir:*.� ` � , ` l t i �aj i _._ .._. _^._ ✓ � d1 i +j i � i i � � ! � ," ;� ' II + 3F" ln:; i �V ,, fI \\y'\\ / V' t I I , 4f� f j , 1 y E � i y _ 1 l ?,J•�F)AK `} jf 7• r � 1 j i '"•'t� ._._ ...._.. .A.C.S. � I 1 is ? � '.,, i`\\ �)\ .. � !• ,{ }\fes \ %, ir,i .! ' - r i 7 • J I f \__ \ t \ ' �ay 4` FMK 1---•-. '_-.. f��"--'-v._.�. ! ..: , i r i I }1} r ............. ,111111,1 + \ ' Jurunnwr' , .. � WIC 4 i'"', ..._ 4• . 1 - •-._ _ + ' •i. AI.H. TOP � 671.4+ i \1f 1 .y �, 1 t 1_a'. la \ oan INV. IN ' INv 661.4' i I I-1 r v OUT - _ ,•s..�s>�F�L. . / ,i f 1 r I ' � i j , , ,, t 1 �, i l ` \, , \ � w,\ ,�YVALL y T =� x�.. TOP: 673.60 \ '2S°' '\ INV OUT: _ 60 U 669. h�'tl,1f `.I,w:; � �. r ;t ' Tsl r 4f i' l2, + J v:f e ti a� , P; i 1 i . 1 ' \ r GAS DEPTH BE.ACTJ S f �:6" t} N \\ \ `, BY CH LOTICESVILt E , __ -_- (C0�1TRk C t %� TOI�'TO OORD� _nv.� \` 09L, , �. x«••• \ \ , ; \ T f \ 667.57 \ ' eras FI NA L - I R9 _•. "/ / ! f f 1' 1 J ,^ ! 1 , �. - - _ _" F R iQ\, \. t I \\ \ INV. OUT- 663.0' SITE i, .. t trl,.. ✓"i F ! ---i > i - '^{,` 1 ' '\ ..__ t`AI: SHft}' -' - PIN r \ i _•"-- .. 1-moi I 'jl -- �t 1 \ \ .---oC= IMPLY -"--- - •�1 ' t r` PLAN \2.>' UNIVERSITY VILLAGE OWNERSASSOCNTION OB 1!67.6!6 DB 1672.960 (PLAT) , k �� INV OIJT+ 665.4 gOUTCROP \, t�jL'O t ' , RCPY j 2 �� / PROPOSED PHASE III SUBDIVISION TAX IMP PA oo RCEL DOM40.00-001 ' } ' \' t' ' /' \ �{[ / '1'' ■ K` V i 1, It i \a ` � `, � ; `,.a� 4.801 Ac. l ',. ` .. / ; 1 f y \' \ \ - �,; \,`.\,�``•� \ ,: i ;fr , ,��, Job Number: 03-140 r +' , ' l ,r � 15.1 � 1 I � ' ,r ''' au :,,k `;,\ , .. � , �,•... J 9 INV:6M.00 nom: ; 2 DI-3B, L=4 DROP MANHOLE `, \ \ _. ,., r. \ I -�t, �1;eci; �'=�- - :`'`•� , PLTH OF TOP: 671.90 RIM: 671.40 INV OUT: 654.50 TERRA, 4-0 NKDA INV IN: 662.70 INV IN: 661.20 7SD'Iy _ -� `"' - -- �* ° Akf 8\ i` .s. ` "S 'Ls'kRh� l_ A �` \\ N . SS i O N A L DI-36, L=8' r&f p iu r-ooh , _ N T1N( 0 6 350 TOP: 7 - RIM: 673.00 4-4 INV OUT: 665.00- „ '1 �, K.4 Date: July 20, 2006 �� PL Revision: ion M.H. TOP - .,' INVr. 2a NV. IN 652.3' September 12, 2005 O DI-3B, L=6' ® REPLACE EX. Di WITH` / --' '-- DI-3B, L=8'& f `IH November 14, 2005 Janua 30, 2006 TOP: 671.60 NEW r C INLET RIM: 671.10 TOP: 666.22 a"V 'IN -r= 9.6' May 30, 2006 INV OUT: 663.20 RIM: 665.72 ADD 15' EC-1 July 20, 2006 INV IN: 663.00 INV OUT: 654.50 CL. A-1 INV IN: 659.60 INV. OUT - s5ok* END sEcT1oN) INV IN: 659.60 � Scale: 1 " - 30, Sheet No.: I C-3*0 r•ya j-1- 07 ��``''�" 5 of 16 AiK f / If ` 1 / THE COX COMPANY PW,ner • / I� Gil EnPla4n • Urbon Dr4rprors 120EmIFAT6Sheei Vft / 279p7./I341795.7/31 / .... .. NORTT--I Job Nwnbe 05.2/0 Developer. Dow's On Head Pointe One Boar's Head Pointe Charlottesville, VA 22903 P: 934.9727/64 L 7z uE NOTES: F: 434.2953203 Architect: / I"htc�l/Manhew y` ----- Woa" _ t� 1 !� zD• n°r - ',y{y z 9 �� L J caro MTET / `. J OO / EACH OUTDOOR LUMINAIRE EOUIPPED WITH A LAMP WHICH EA41TS 3,000 OR MORE MAXIMUM LUMENS P.O. Box 5603 i--- u ra. m„n-- / �a° i l SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED Chariottesville, VA 22905 _ _ _= W. MD �. WT. W 9.95 . TO REFLECT LIGHT AWA Y FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM AQIACENT ROADS P: 434.979.7550 F: 434.979.5270 W RELOCATE TRAIL � -' "_.Yy \ / Z�. � M23' ,-_ �`1 / Y FWIF � MY. a 6° 7 it \ r- THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS REL / AT TRAI \ �1 \ , �, r `a roFNt i j AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT l LU " --- ' EXCEED ONE-HALF (1,2) FOOT CANDLE \ FOR PAVEMENT SECTION, SEE DETAIL ON SHEET C-70 LOCATION OF FUTURE PHASE SUBJECT TO REGRADING n S 1; 1 E V '-:� OB 1YR.t1°PIAT - uaMSRs�rviuwcFoo"iNiu" FrRBT FLOOREwv: '' Rsaar P eSTORV BRMJ(MUNnE UNa GM1RRpE AND FURTHER DEVELOPMENT ' - . '� �� 9lIBMIRE-0IANO 1196137 7 RA (DE[,TO PTJB USE) 'i - m;,, R308.1' \�\ \\> ``yel" J -----TRAILB E �fJ t i \•�\ `o R49' H E III ADDITION SO(STORY SUILDNG. HT.-65 PARKING GARAGE AT (GRADE 1S C"1\` _ I (33 PARKI SPAC9S) p yy SERVICE EN \\ �4i1 ;L '. A ONINOT \\ FREQUENT USE �'ry � / lf-Iw ca � ,r, ° li ,1 1 �U I' 1 LL TRAIL FENCE` •, \ 8 OV RED KI 10' \ \ \ \ / O RI r \ / W Z \, \� _ ( URE PH E \ % . 1'r-I R3Cr "m / / `1 ` 6"#1 STONE, \ \\ J gam, p +d '\ 10' WIDE._` \\may"9•„ v' \ ...... R.FxaRv \ R54' i W RELOCATE TRAIL R6' ^, „ {"�, i '•.•',x ''zrt ou 10' STOR(AWAIER zr ori 20'�ASEMENT • �...` —_ cAr: L%"� \Wv. aur a".r unvu: a y9p, CCE$$ EAEMENT RELOCATE (DED. 70 PUBLIC USE) TRAIL %T r---- FINAL A Vlp L. ,a• ntf w' :uN w MIT 6®ji'�"y� i', ®1 \ �Wv. W). 86.1tl \ Z LAYOUT ,.' , _–f' L ,^ a1 ` LW! 91Ra _ __.- — I —a —�_ —•-- ~_ -� '.i . �- i M1�' / ` a Wi eE6saz' PLAN . % aBt. 2a�aM/ \•"�`- •� UNNERBnV VIUOE OMIIFASABrOCNTX9N TAMM7 RCEL raa0B2aDlf"T)a \�\ S zB 61K PROPOSED PHASE III SUBDIVISION o x \ 4.801 Ac. / / r \ \\ Job Number: 03-140 1H OF WN w .r1 a • nan r� .- eao — !6-=_ _\r _ I .<..`.. \ \ O� 7719 _ 5• MERRY ANAL HUNTINOceOsl.a�. W / D ��} RELOCATE °• O Qi- s'Y 08 st(M+. L4cE j%' +z^ "'u.` EX. LIGHT p Date: n n aN July 20, 2006 P PRF 1100 Revision: MA oo TO September 12 2005 % November 14, 2005 January 30, 2006 Mv. W.6%l wV. WT. 'e May 30, 2006 July 20, 2006 my. WT - air M mcnog) Scale: 1"=30' Sheet No.: C-4.0 6-1-07 6 of 16 " nu / / 1 1 � 1 r I' (/ jxl>.•• D� 7 .�i°8 � raa��r� � „ M;» 1 1 1 Ifi hY ) ( ! / !, ..•a' ewer I I' A � QI aPe IweT � TLp• eAAC� T. deer m' t , 1 1 (1 ero WTD rs.rs' :,,/ }sf• {,.r �, (Ir r i I � ; i� � ?'cwl) f F �, �� � Ia..0 J i � � �/" �ICT.A' . � i ! I ,r I ) � i I DI #5: I t( ME go I _ AREA= 0.04 Ac. 2°io1 y DIS#6: fill��; /' Jl l ; ,' I r ' / J 1. I : I; C = 0.45 ' AREA= 0.31 Ac. If: 10 t-0.70 x.._J_i ,rc .c- J7 J 1 rRnw BRiP(CAI (I 2.0 Ilk DI#4: { + �"(�" I I,I•' i AREA= 0.08, Ac. 1�5t i 6 C= 0.84 ��'�. DI #2: r 1 , h AREA= 0.13 Ac t f = 0.75 l ; r I � , � /• � ''r It1� �11I4�' `�Yltl l I ' I ;01 � illL(If AaSA I r' I t w r a d /' � .• _` I I I l I t , 24 0M. ' i I �, -,.• „� i � / � Iia oo ; ' ; i I � 1 \ '` °� °� �,. i p( 1 O lj I .r I I , one Notes: 1. Biofilter must not be installed until the site is determined to be adequately stabilized by the erosion control and water resources director. 2. Contractor shall contact the water resources inspector 24 hours prior to backfilling the biofitler and request an inspection and approval of the under drain installation and the soil mix. Maintenance and Inspection Schedule: 1. The biofilter's side slopes and embankment shall be mowed at least twice a year. Bare areas shall be reseeded and woody growth removed. 2. Debris and trash shall be removed at least once every two months and at times when accumulation prevents the structure from properly functioning. 3. Sedimentation deposition shall be continually monitored in the basin. Any accumulation of sediment shall be removed. Disposal of sediment shall comply with Virginia Department of Health and State Regulations. 4. Inspections of the biofilter shall occur at least once a year for the following items: Visual Settlement, Cracking, Misalignment, Erosion, Adequate Groundcover, Trees or Shrubs, Rodent Holes, Seepage, Debris, Undercutting, Scour, and General functionality. Any problems shall be repaired immediately. 5. Embankment slopes adjacent to detention and retention basins must be 3H:1 V or flatter (DSM, 503.1.E). 6. Basin Slopes, Embankment and Bottom shall be seeded with the following mixture at a rate of 7 pounds live seed per acre. 25% Big Bluestein Andropogon gerardii 20% Virginia wild rye Eymus virginicus 20% Creeping bentgross Agroshs stolonifero 15% Switchgross Panicumvfrgotum 10% Green Sedge Carex dipsacea 5% Black-eyed Susan Rudbeckfa hirto 3% New England Aster Aster novae-angliae 2% New York Ironweed Vemonio noveboracensis DI #3: AREA= 0.61 Ac. C = 0.83 DB UNIVE11 VW QYNENS wSSOC1wTKlM DB r7-0ee C816x] 9W (PIAT) PROPOSED PHASE III SUBDIVISION rwz IMP PARDEr oeoexmmm W 4.801 Ac. UNIVEa61W r00 a % EX. DI #12 AREA= 0.28 Ac.\` %, C = 0.55 J University Village NEW ADDITION l/ N n G/ 3,0 DEFINE NEW SWALE Huntington Village -- r REPAIR oy EX.S ALE Ivy Gdens rwere Scae: 1"=300' EX. BASIN Existing SWM Basin Repair Notes: 1. Clean and Remove vegetative growth around the existing water release control device. 2. Remove vegetative growth from the dam (excluding ground cover.) 3. Repair scoured drainage swale leading to the basin. Provide 100' of EC -3 erosion control fabric to the southern end of the Swale, starting at the pant where the swale meets the water's edge. 4. Construct t 76Y of new drainage swole from the outfall of the stormwater piping from the existing 15" End Section to the beginning of the riprap swole noted above. See Typical Section 3 for Swale detail. ` DI #10: %% REA= 0.12 Ac. `., % ♦\ C = 0.40 1' TUBE PH SE `, L ATION v 1 f t r� ,tlgd \\ R � � h EX. DI #111: \ \ AREA= 0.41 Ac.. ♦ 1 DI #9: C=0.50 ♦♦ I \ AREA= 0.17 Ac. : °,o' \ ♦ 1 7t;\ .. . C = 0.90 ® \ ♦ 1 f + DI #8: , AREA= 0.17 Ac. C = 0.80 (SEE MAINTENANCE SCHEDULE BELOW PLANTING SCHEDULE 6 t� - ,_ " i}' ' ' ' �"` - \ ""'•"' GROUNDGOVER FENCE Tt g• % / W4 NORTH FILTER FABRIC k ,- _. SYMBOL N0. SCIENTIFIC NAME GAMMON NAME SIZE ROOT / P ! WIDTH VARIES (SEE PLAN) TRAIL <LIMITS OF BIOFILIER SEEDING> ppl".�wI.YV'E IN 12' TI ,I v 646.0 SEE DETAIL WR -9 FOR N.T.S. t�'�'j' � 3� �'s i ii CALCULATION 6•}5,0 BIOFILTER MATERIALS 645A'. TMPrING I IBES@ 7 644A NO.5 STONE / SE PI"tit �" T BASIN 51ZE:2170eq.feet EC -3 MATTING NNu W -pp. AR 3 AGER RUBRIUM "OCTOBER GLORY" MAPLE 1" CAL. B&B - �,Nq,.r, , � '• - / '~ i^ � RIP -RAP SPfLLWAY I, 6. L/ 6" PERF. PIPE De 674.,3 L9GE FA 2 FRAXINUS AMERICANA WHITE ASH 1" CAL. B&B ' RATIO OF 5HRU65 TO TRE55: 2.6:1 QP 2 QUERCU5 PALUSTRUS PIN OAK V CAL. B&e F uD / - �- / - -" • / N.T.5. cs c N.T.5. 1csv N.T.S. _ IG 6 ILEX GLABRA COMPACT INKSERRY 18" HOT. 50 JC 6 JUNIPERUS COMMUNIS COMMON JUNIPER 15" HGT. #3 / , MP 6 MYRICA FENNSYLVANICA BAYBERRY 2'-3' HGT. #5 J Im. e ' MvW L M . W�9.f \ (SEE MAINTENANCE SCHEDULE BELOW Ra A ii � THE COX COMPANY Planners • Landscape AmNtects CIA Enpn • IAban Desgp 727 East Aigh sheer chowhevse • vigr16 71901 • (dYq 295.7137 Job Nwrlber: 03140 MD Development, LLC One Boats Head Pointe Charlottesvdle, VA 22903 P: 434.972-7764 F: 434.295.3203 Architect: Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 P: 434.979.7550 F: 434.9795220 W V Q Z _J 3 srrr� \ /Lu / J I>7 J Q /\ LL ASO } LU O Z STORM WA PLAN Job Number: 03-140 FRANK 0. LO; JR ➢ CTR CA rF NO. 7/19 Q Date: October 23, 2006 Revision: Scale: 1"=30' Sheet No.: C-5.0 (5q 6.1.6 7 of 16 6 LEGEND GROUNDGOVER FENCE Tt g• FILTER FABRIC k ,- _. i O TREE CL A -1 RIP RAP x, ,§ / i SHRUB GROUPING WIDTH VARIES (SEE PLAN) TRAIL <LIMITS OF BIOFILIER SEEDING> 5PILLWAY SECTION (NP,) 12' TI ,I v 646.0 SEE DETAIL WR -9 FOR N.T.S. t�'�'j' � 3� �'s i ii CALCULATION 6•}5,0 BIOFILTER MATERIALS 645A'. CHECK DAM / PERMANEMi 644A NO.5 STONE / SE PI"tit �" T BASIN 51ZE:2170eq.feet EC -3 MATTING `� �L� ��'" EC -2 MATTING • i 7 REaV: 10 TREES & SHRUBS / 1,000 eq. feet o o L"�EL • SITE REQUIRES: 22 RIP -RAP SPfLLWAY I, 6. L/ 6" PERF. PIPE PLANTS PROVIDED. 25 RATIO OF 5HRU65 TO TRE55: 2.6:1 810FILTER SECTION (TYP.) 2,0 5PILLWAY PROFILE (TYP.) 3,0 5WALE SECTION (TYP.) BIOFILTER PLANTING PLANcsacs. N.T.5. cs c N.T.5. 1csv N.T.S. Ra A ii � THE COX COMPANY Planners • Landscape AmNtects CIA Enpn • IAban Desgp 727 East Aigh sheer chowhevse • vigr16 71901 • (dYq 295.7137 Job Nwrlber: 03140 MD Development, LLC One Boats Head Pointe Charlottesvdle, VA 22903 P: 434.972-7764 F: 434.295.3203 Architect: Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 P: 434.979.7550 F: 434.9795220 W V Q Z _J 3 srrr� \ /Lu / J I>7 J Q /\ LL ASO } LU O Z STORM WA PLAN Job Number: 03-140 FRANK 0. LO; JR ➢ CTR CA rF NO. 7/19 Q Date: October 23, 2006 Revision: Scale: 1"=30' Sheet No.: C-5.0 (5q 6.1.6 7 of 16 AIM THE COX COMPANY Pkx mmn • Laebcc AN NWft CNN E11(j111BBf5 • I r Desgoe 5 220F thkg rSm t chb mw4Ne • L4'9t+O 22" -tA* 295.7/31 JOb Nwnber: 0.3-1-0 Developer. MD Development, LLC One Boar's Head Pointe Charlottesville, VA 22903 P: 434.9727764 F: 434.295.3203 Architect: Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 P: 434.979.7550 F: 434.979.5220 W V QZ momp \J Ld J 00000, Q W n� m N� LL �..f� O W z 0 0 Z ROAD PLAN & 1 11 PROFILE Job Number: 03-140 (H 4111,.k U FRANK O. 711s QL Q- VPI FI A71 11 SIGNAL F Date: 91 September 12, 2005 Revision: Scale: Vert.: 1"= 5' Horz.: I"= 30' Sheet No.: C-6.0 CW L -I-0-7 8 of 16 S O PI Stu = 18+27.03 �� N = 6260.10 LOP 18+ 97 � F� PI Sta � A 0+63.07 E = 4637.64 / N = i280.44511 � °Qom , St° '"*,>.. .'as`NbyT N = 5985 4D� I= 06'3025' � 4644.73 CIRCULA'20'59" = 5199 67 fff X I I Da =/1 '20'59" I = 19'241 L "� � Dc.,-- 19'26'35" � ♦ / / / / � � �� 22.02 / � a' �`P i � = 296.11 / L = 43.96 PI Sta - 17+98.56 G Std O�- / C = 43.92 N = 6231.95 SAO O o i I III � • � / V >� E = 0.82 E = 4832.55 ,�; M = 0.82 I = 2070'36"R o CIRCULAR h �`� �� oi. Imay. Da = 154'51'12'.H �,)s.9x / Dc = 00'00'00' o << / CIRCULAR h / o• / T = 6.56 PI St° = 14+32.94 Al Da = 136'25'07" R = 37.00 � N = 6160.00 L = 13.03 Dc = 00'00'00" E = 4917.44 PI Sta = 11+07.33 tal C = 12.96 - T = 24.25 I = 60.00.00.E iiiLLL R = 42.06 S� N = 5982.60 E 0.58 � O� s /^ L = 43.98 / s \� E = 5755.16 M = 0.57 x1' J y` / C = 42.00 / �\ � I = 08'49'28"L E = 6.50 CIRCULAR O M = 5.63 Da = 154'51'12" PI Sta = 11+84.56/ ,p CIRCULAR Dc = 00'00'00" N = 5965.99 / x�S •�'r, Da = 54'34'03" I T = 22.46 E = 5079.7 'o Dc = 56'52'26" R = 37.00 I = 62'3 ' 1"R \\ T = 810 CIRCULAR L = 40.37 R = 105.00 Da = 136'25'07" C = 38.39 / L = 16.17 I Dc = 00'00'00" E = 6.28 10 'g a C = 16.16 T = 42.00 ��9pa9 � j R = 42.00 PI Sta = 16+96.69 ��.a�°L� � M = 5.37 / � M = 0.31 L = 65.97 N = 6113.84 � C = 59.40 E = 4653.17 E = 17 4J I = 90'00'00'R / j M = 12,30 / SCALES: 1" = 30" HOR �l0 1" = 5' VER 690.00 VPI sr = 1a+oo.o0 690.00 g1 = 5. 8% g2=-.94% CURVE EN = 250.00 O N 685.00 o a K = 30 42 � `° 685.00 o � o a n /p O N + - II O r O N W n 680.00 � � 680.00 PROPOSED GRADE -2.94Y. � EXISTING GRADE 675.00 675.00 0 a � -1.22% 670.00 -� a ° + 670.00 n � t~il w Q n a Q. m w 665.00 VPI sr = is+so.00 665.00 / 1O VPI STA = 12+20.0 � w 91 = - .94% � o _ _ n + uni VPI EL = 671.00 g2 .22% II _ � � CURVE EN = 100.00 660.00 o m 92 = 5 28% K = 58 24 � � - �' W 660.00 Q = - v~i w K = 29.56 m w a a E = 0.42 0 0 M m 655.00 655.00 650.00 650.00 r7 t\ In N d M cD N O � N � I� (D O) O) d- c0 M 00 O N LO 00 N cD � r r n n r- 1645.001 645.00 cfl cal c1� co co co co cn ED cfl cn cD 645.00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 3 A Profile Profile Stormwater Note: Minimum Vertical Separation Water and Storm- 11-0" Sanitary and Stonn - 1'-0' AIME THE COX COMPANY Pnvlel>I • Lambco m Am itecb 0480 • twm Dedg ws zorarnd $1nW alaan«�+r • wotla �.l+nNTrs.nsl Job ht, n W 0-107 Developer. MD Developsnen4 LLC One Boar's Head Pointe Charlottesville, VA 22903 P: 434.9727764 P: 434.295.3183 Ar6itect Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 A 434.979.7550 F: 434.979.5220 J � \J > / J N Ldw S Q (,n ILL ry 0 W z 0 0 STORM PIPING PROFILES Job Number: 03-140 n nccxA CErr.IrA �Mo. Tn9 Date: April 4.2006 Revision: Scale: VERT. 1"=5' HORIZ. 1" = 20' Sheet No.: C-6.1 9 of 16 680 - < ^ _ o g $ 680 14 675y _... .. _ _ °� $ �._°_. - _.cH� ._.. - 675 670 _._"..__ ...----- _ ..._ _._ ..__..... _ ..__._............... . _ - . ��✓ _ 670 I TDIP WL ILL Q 665 _____. ____..__ _.___.. _. -._. _.. __ _ _._ __ 665 660 le < 660 655 _.. _<<-� -� Rcv�3v 53S$ __ .. _..... __ _ 655 .___._ -✓./_ ✓✓-"_,r •• i 71 Ali �...... _. _.-. _.. .....___. .. _ ... .. .._ .... _.. _. _. _. - ...... _ _. _. _. __. _.. _.._ ... _. 650 ✓ �_... _ __.. ._.-_ _ __. __ .._...... _ _ _ .,... _ _ . _......... .........._ _ .._ _ _. _... _ ...._. . 650 Stormwater Note: Minimum Vertical Separation Water and Storm- 11-0" Sanitary and Stonn - 1'-0' AIME THE COX COMPANY Pnvlel>I • Lambco m Am itecb 0480 • twm Dedg ws zorarnd $1nW alaan«�+r • wotla �.l+nNTrs.nsl Job ht, n W 0-107 Developer. MD Developsnen4 LLC One Boar's Head Pointe Charlottesville, VA 22903 P: 434.9727764 P: 434.295.3183 Ar6itect Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 A 434.979.7550 F: 434.979.5220 J � \J > / J N Ldw S Q (,n ILL ry 0 W z 0 0 STORM PIPING PROFILES Job Number: 03-140 n nccxA CErr.IrA �Mo. Tn9 Date: April 4.2006 Revision: Scale: VERT. 1"=5' HORIZ. 1" = 20' Sheet No.: C-6.1 9 of 16 PAVEMENT SECTION (TYP.) NOT TO SCALE 4' CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WWF 6X6-� W29X W29 FINISH G • FTS RAD e6 ED SUBGRADE B SIDEWALK NOTTOSCALE I = - 1'SLOPE PAVEMENT I D I CG -2 SCALENOT TO 2–#3 REBARE #6 0 2'-6" LONG SEAL 1/2" DEEP HOLE W/ MORTAR I 9„ SECTION LIGHT BROOM FINISH 4" SAW CUT CONTROL JOINTS, MAX 6 O.C. EXPANSION JOINTS, MAX 30' O.C. WHERE SIDEWALK MEETS CURB WIDTH SHALL BE F UNLESS OTHERWISE NOTED ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.SA ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 r PRECAST CONCRETE WHEEL STOP NOTTOSCALE AGGREGATE BASE MATERIAL TYPE i NO. 211-A COMPACTED SUBGRADE CBR - 10 CG -6 (TYP.) NOT TO SCALE IRON LID THREADED PLUG CLEANOUT ADAPTOR— FINI8HE0 GROUND (3"CONC. RING) ADJUSTABLE VALVE VOX VOOT NO. 21A STONE SECTION O PLAN CG -2 SCALE90T TO STANDARD GG -6 EDGE OF CONCRETE FOOTING (2' ROUND DIAM.) ANCHOR BOLT PLAN HOLES PER NTS MANUFACTURER FIXTURE 8 POLE HEIGHT: (20' Height) HANDHOLE SOUARE ALUMINUM COVER PLATE GROUNDING LUG W/ TYP. GALVANIZED ANCHOR BOLT ♦10 BARE GROUND 6 Y6 VERTICAL REBARS WITH WIRE IN X2' HEAVY #3 TIES 12' O.C. WALL P.V.C. CONDUIT (EXCEPT ® 3. O.C. FOR TOP 2 TIES) FINISHED GRADE T BACKFILL AND SEED 2'_10„ TYR -47 INSTALL ELECTRIC WIRE AND P (TVP.) CONDUIT MIN. 3/4. X 10'-0" 2--0- — TWO FEET BELOW GRADE COPPER CUD ROUND-�----� GROUND ROD MIN. 3" TYP. ALL SIDES CONCRETE SITE LIGHT PEDESTAL NOT TO SCALE 6-al8-0�� x*' 7 RAILING M e6' (tie' M aoMro-• ena) �- a es 1Ir YNWIT 1LpMeA Y 1• nrm NOTES: 1. PROVIDE A 6' MICK GRAVEL BED BENEATH THE METER VAULT, 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4'. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE B' 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIC. W -7C TIMBER BRIDGE NOT TO SCALE L� �WI 6. P 1 1 I I INLET SHAPING (BY OTHERS) A i i A i i I I I CURB (BY OTHERS) W TREE GRATE OTY k SIZE OUTLET PIPE SDR -35 PVC COUPLING PIAN VItTN CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) PLANT AS SUPPLIED CLEANOUT BY AMERICAST —44'eK°. (NOT SHOWN CAST TREE FRAME h GRATE TOP FOR CLARIT) GALVANIZED (NOSING CAST IN TOP SLAB 8'-0" TOP SUB CURB AND CUTTER (xs- Fa YXsenxR MFC) (BY OTHERS) INTERLOCKING JOINT (TYP) � (1) 4x4 j STREET 12 x 6 /2'-0' 6'-0' (2) 4.4 6" SDR -35 PVC m r n M e6' (tie' M aoMro-• ena) �- a es 1Ir YNWIT 1LpMeA Y 1• nrm NOTES: 1. PROVIDE A 6' MICK GRAVEL BED BENEATH THE METER VAULT, 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4'. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE B' 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIC. W -7C TIMBER BRIDGE NOT TO SCALE L� �WI 6. P 1 1 I I INLET SHAPING (BY OTHERS) A i i A i i I I I J DESIGNATION CURB (BY OTHERS) W TREE GRATE OTY k SIZE OUTLET PIPE SDR -35 PVC COUPLING PIAN VItTN CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) PLANT AS SUPPLIED CLEANOUT BY AMERICAST COVER (NOT SHOWN CAST TREE FRAME h GRATE TOP FOR CLARIT) GALVANIZED (NOSING CAST IN TOP SLAB 8'-0" TOP SUB CURB AND CUTTER 4" SDR -35 PVC (BY OTHERS) INTERLOCKING JOINT (TYP) � (1) 4x4 j STREET 12 x 6 /2'-0' 6'-0' (2) 4.4 6" SDR -35 PVC m r n DOWEL BARS i O 12' O.C. MEDIA PROVIDED ... , , BY AM BY AMERICAST ER AIN SYSTEM MULCH PROVIDED BY AMERICAST SECTION By BY AMER e RICAST A -A J DESIGNATION L W TREE GRATE OTY k SIZE OUTLET PIPE 8 x 4 6'-0- 4'-0' (1) 3.3 4' SDR -35 PVC 8 x 4 8'-0" 4'-0' (1) 30 4' SDR -35 PVC 8 x 6 8'-0" 6'-0' (1) 4X4 4" SDR -35 PVC 10 x 6 10'-0" 6'-0" (1) 4x4 6' SDR -35 PVC 12 x 6 /2'-0' 6'-0' (2) 4.4 6" SDR -35 PVC DRAWING AVAILABLE IN TIF FILE FORMAT- DATE: 12-22-04 DWG: FTNW-2 tPRECASTWW110TNI CON O UNIT {Iltem. v[,�J U NARROW WIDTH CONflOURATION I ` I1G YID•ATLANTIC REGION U$ PAT 6.277,274 C4W,WNO No4WAmewW IND 6,569,321 f— V-0" --- SECTION AA NOTE: ' ALL TIMBER TO BE ACQ PRESSURE TREATED. • CONTRACTOR SHALL USE APPROPRIATE HARDWARE ASSOCIATED W/ ACQ TREATED TIMBER. CAST -IN-PLACE CURB AND PRECAST TOP SUB GUTTER ON EITHER SIOE OF FILTERRA (BY CONTRACTOR) -4 -- 4- MIN 6' MAX •. -- 4 CLEAR THROAT 4 . OPENING CAST -IN -PUCE DEPRESSED ` GUTTER AT THROAT OPENING (BY CONTRACTOR) TRANS91ON TO DEPRESSED I THROAT PROTECTION DEVICE GUTTER AT THROAT OPENING •.�� DO NOT REMOVE - LEAVE I L IN PLACE UNTIL SITE IS d4 DOWEL BARS O 12' O.C. BY AMERICAST °• 1t STABILIZED AND FILTERRA TO BE BEM AS NECESSARY BY CONTRACTORIT IS ACTIVATED PRIOR TO INSTALLATION OF FIELD POURED GUTTER ...U,- PRECAST BOX WALL SECTION VIEW FILTERRA THROAT OPENING DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 01-04-05 1 DWG: CGT -2 FILTERRA® THROAT OPENING filte(ra AND GUTTER OR FLUME DETAIL PAT 6,2f7r7a ANO 6,,274 569.321 THE COX COMPANY Pbv,w • I. mt CcIpe Nc tBecte CM B4N6eRs - Utbw D.{}nR 22a EwtA49I?I5*wt CAswwwrA• Vtph'a 229M -(431) 295.7131 .lab AAAlber 03-147 Developer. MD Developm t, LLC One BOar's Heed Pointe Charlottesville, VA 22903 P: 434.9727764 F: 434.295.3703 Axhitect: Mitchell/Matthews P.O. Box 5603 Chadottemlle, VA 229(6 P: 434.979.7550 F: 434.9795220 W 0 < z J 0 Ld / � J � W ,U m S Q U- ry 0 W z O Z MISC. SITE DETAILS Job Number: 03140 CERTWl'Am .. T/A9 Date: May 30, 2OD6 Revision: Scale: As Noted Sheet No.: �Cp��- 7.0 11 of 16 FILTERRA FLI14E (SLOPm TONNlp FWME (CROWNED AND SLOPED SMT FlLTERM iNRCAT) TDWARU RLnRRA TMt ) FILTERRA PRECAST 4• MW PRECAST FILTERPA TNRMT FILTERRA 6' Mx TDP SLAB MP) CURER TRN6RpN OPENING TOP SUB CURB TO PROADE P06RIVE (TMP) ORNNAGE TO TNR WT L OPENINGS t i CAST -IN -PULE FWME k GUTTER PRECAST - 6 11A% Rl-E BOx WNL ":1 DOWEL GUTTER TRNI5111011 TO OYP) GST -IN -PNCE RUMS k CUTTER ILTER�PA PPDMOF POSONE DRAINAGE (?L •� m TNRCAT OPENING BOX WALL SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN CAST -IN-PLACE CURB AND PRECAST TOP SUB GUTTER ON EITHER SIOE OF FILTERRA (BY CONTRACTOR) -4 -- 4- MIN 6' MAX •. -- 4 CLEAR THROAT 4 . OPENING CAST -IN -PUCE DEPRESSED ` GUTTER AT THROAT OPENING (BY CONTRACTOR) TRANS91ON TO DEPRESSED I THROAT PROTECTION DEVICE GUTTER AT THROAT OPENING •.�� DO NOT REMOVE - LEAVE I L IN PLACE UNTIL SITE IS d4 DOWEL BARS O 12' O.C. BY AMERICAST °• 1t STABILIZED AND FILTERRA TO BE BEM AS NECESSARY BY CONTRACTORIT IS ACTIVATED PRIOR TO INSTALLATION OF FIELD POURED GUTTER ...U,- PRECAST BOX WALL SECTION VIEW FILTERRA THROAT OPENING DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 01-04-05 1 DWG: CGT -2 FILTERRA® THROAT OPENING filte(ra AND GUTTER OR FLUME DETAIL PAT 6,2f7r7a ANO 6,,274 569.321 THE COX COMPANY Pbv,w • I. mt CcIpe Nc tBecte CM B4N6eRs - Utbw D.{}nR 22a EwtA49I?I5*wt CAswwwrA• Vtph'a 229M -(431) 295.7131 .lab AAAlber 03-147 Developer. MD Developm t, LLC One BOar's Heed Pointe Charlottesville, VA 22903 P: 434.9727764 F: 434.295.3703 Axhitect: Mitchell/Matthews P.O. Box 5603 Chadottemlle, VA 229(6 P: 434.979.7550 F: 434.9795220 W 0 < z J 0 Ld / � J � W ,U m S Q U- ry 0 W z O Z MISC. SITE DETAILS Job Number: 03140 CERTWl'Am .. T/A9 Date: May 30, 2OD6 Revision: Scale: As Noted Sheet No.: �Cp��- 7.0 11 of 16 / Typ1MaS QaCmpU Series A Catalog No.�wtsil Lamp �Win- ob APPLICATIONS • Building Penmaters, Parks, Recreation Areas, Parking Areas, zs' THE COX COMPANY Plonrers . La nascape nrclVtech / P Roadways, Outdoor Sales Areas, Sport Courts, Outdoor (IO2..I (1BO.SIm1) GNd rmpreea • Umon oe9g. Press. CONSTRUCTION �� �4 Streef cha iia • ! Precision the -cast aluminum housing. s IV 12902•/131/795.7131 • one-piece fully gesketed die-cast aluminum lens home. (1es.1mm) (u2.4"wil • CcrtsIrl and gasketing Prohibit dust. niciSture, and Dug Job Number: ai wo DeveveloHnant - - .,. / entry s• • Todla9s entry into houalng/lamp chamber via doaAens (ra.2me) 14 r frame latch. I sr. emm) • Corrosion resistant Duraplex II bronze polyester powder DDee LLC ne ead Pointe Charlottesirdle, VA 22903 a coated finish. P: 434.9727764 R 434295.3203 • Optional designer finishes available. See page 281 In the ePA • va w.a L ( , ewe gtsr�_ Fxk catalog. Architect: �_� /• sr9 ELECTRICAL 150 to 400 Watt (MA) M°tel McNd° 9ews h lo- •Porcelain sprang-knadetl 4KV pulse rated socket -mogul 100 to 400 Welt OAHi¢3 PltasRue SI3dMm base. P.O. Box 5603 Charlottesville, VA 22905 �'-._-'-----.._ , .:..� � %�/ �wI as2As •High Power Factor CWA ballast. 2 P: 434.971.7550 F: 434.9795220 y DOLMS xa�LmziN. .--1 •Electrical components mounted to hinged ballast tray. (soAmm) .� s ,.-�'-�- • Starling temperature: L)gHPS)-40'F/-4(rC, 2.T ryt.1mm) fes 1=v fes 1 •�„ / ! , . wv. ono- 20'F/ -30'C. Amml y5 OPTICMA(MH) •One-piece hydrofomted anodized tl.tmm) LU-" tti ( \ a, NG VSs p co I � 2=Ev+E \ aluminum reflector. 2 • Type N reflector incorporates segmented inserts. a � ' —_ 4 � � ti �_ - . \ • 400W MA Type II and IV optics require reduced outer a ...� -_.-.-.... _ - \ �4mm lackated lamps. (162Amm) 10' er s S O uwvExattt• WIIDOIIweLsl QPvc vam MOUNTING y, _ s I • (\ - r) M1 W1 oto PIAT ..,Typa109¢a1 tol.2m" ......_- - \ UNNF.aai BUILpue1DG , aaYW1WM �/" � ` f19aTFlWII ElE ore ..-•'•� .•-. -` 0E \ T�su9umrEo \ 'r • Factory installed die-cast aluminum amt. ISO Pool • Am contains Integral vndng/spllce chamber Via side aCCess. ReYwteistl ® <_ M S r , '- -_. _ -. ----' O \s \\ LkND , IN -137 • Key slot design provides one er o person Installation, Z t i i ! -.9 \ - iS TAP 08092-0,-0006 OOOra0s1'_7 v94S • Hands -see wiring. WARRANTY/LISTINGS • UL 1572 listed for wet locations, • Published five year Ihni[etl warranty. J TRAIL B E t , \ t,< r\ 1 (SEE D AIL) _ ..?INS \ T; \ / ORDERING GUIDE EXAMPLE \ Ld H E III ADDITION R STORYOII.DeIHT.=65' \\` °Ani B1 PAARKING GARAGE AT GRADE PARKING A \ (33 PARKI SPA we 'M y�. IInn \ •� n.nai�) . aineclo azo as.250(stinmoss) s }2.0 IUlaI LLsE �W ii e \� � ,�U / i M1 0 S 1 1 L \ 10.100(EOhT29A) L% &12e2T1 i \ ` 16150(EDh Al A 25450(0�.40.100(EDETET P)al 2 U_ r OV RED KI G T-CAND \ •� --�i�'••••-, O C UR UNE LU URE PH E \\ \� / t / / Z ATION `� \ I J O / \ O mill s ; �\ 01 7 six. ` "yoy. ,yru,•,rruxnorurrxurnnw _ �k r �� % , s '' vv. 1 u SfTE LIGHT (Tl'P.) J ���ZJfln NORTH PHOTOMETRIC v G4-, r °/ y�ti9.A '54'O-Tc'6r �C�.b' 1 j' �. "T an-�a LIGHTING - 'ate�� � .1ttt ". �'l.1 PLAN - '/ - - IINIVE9$IttVWDE OwNERs n9SOCNTM]N '� a1rCROP 081071 . oe ,R2J.3 (PLAT) ��` eeaer M1 �.p ' oar. sv&cr ■ ' i - TAx wvPAllcri Oeee2a0roe0nao . . O PROPOSED PHASE III SUBDIVISION r 4.801 Ac. r \! y%' ; a 'V, Job Number: 03-140 0 ms NT2be�„FS/ONAI EN Site Lighting Notes: A7,� �� 1. Light fixture photometrles calculated for single fixture Lightolier Excdine Photometrics Top oed NUH lOUYvpu ❑ '� ��- nglp Date: 'SMR' Luminalre with a 40OW metal halide Imp mounted on a TWENTY (20) Legend: foot pole with a I.E.S. Type II Distribution. Iso -footcandle lines are January 30, 2006 mevary approximate and actual footcandle meowrents may y from those �/ n indicated. ev°r°ora NCP 1' Y,N. a Revision: W w • sax W aT - aa2.s 44 September 12,2M5 2. Prior to Substantial Completion, Contractor shall verify that light spillover November 14, 2005 along property lines bordering Dickerson Road and the adjacent properties /' does not exceed .5 footcandles. In the event light spillover is In excess of .5 ,o r��•xw. a January 30, 2006 footcandles, Contractor shall install light glare shields (such as Ughtoller i I,°°`,Lw`mmrw. INV. WT�IN, auA' Excdine RL550) on offendinglight fixtures, at no additional cost to owner. 9 'erg"�• ilyn n.w,. Contractor shall retest light spillover to verify that glare shields reduce splllowr to less than .5 footcandles. Each outdoor luminaire equipped with awv. err - eso.�tea rsw rrnorr) NOTES: ` lamp which emits 3.000 or more maximum lumens shot be arranged or shielded to reflect light away from adjoining residential districts and away lighting from luminaires Exceline SMR Parking Lunniniares Scale: from adjacent roads. The spillovwr outdoor onto public EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,0010 OR MORE_ I" - a rural arena zoning districts enol not roads and property in Moot 2 Q' Mounting Height MAXIMUM LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR can exceed one -halt (1/2) foot candle. SHIELDED TO REFLECT LIGHT A WA Y FROM ADJOINING RESIDENTIAL DISTRICTS AND 3. Exterior lighting circuits to be controlled by time clock. See building dans AWAY FROM ADJACENTROADS Sheet No.: for further information. Model # SMR MA 40OW MH THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS 4. Area lighting shall be 277volts. AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT ('\ EXCEED ONE-HALF (1/2) FOOT CANDLE O 5. All area lighting light fixtures and monument signs shall be fed by `8 l rraiNs round circuits. LOCATION OF FUTURE PHASE SUBJECT TO REGRADING AND FURTHER IyI//E I DEVELOPMENT. 12 of 16 OTEMPORARY SEDIMENT TRAP • srz rAu eaow 67 CU. YD. / ACRE 67 CU. YD. / ACRE (DG:AYAIEO) 4' MAX.* Cross -Section J t. v(�mAelzJ ^/ ,FILTER CLASS I RIPRAP COARSE AGGREGATE - v � � COARSE AGGREGATE* FILTER CLOTH DRIP EXCAVATED -"M SNOW NOW J **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 Outlet (Perspective View) MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) I W�BOARD H HO IN 1.5 0.5 2.0 0 0 STRUCTURE DR GE (AC S) EXCAVATED STORAGE (C. Y.) REQUIRED DESIGN EXCA IED EXErey (BO ) 2.0 1. 2. EAST 0.6 40.2 40.3 3 2.5 1.5 2.5 ,\3.0 HO H 3.5 2.0 2.5 2.5 3.0 yy. 93.8 4.0 3.0 3.0 FEB. 16 -APR. 30 ANNUAL RYEGRASS 4.5 3.5 4.0 _ (SEE CHART) AREA I I I I_T� GROUND 5.0 4.0 4.5 _LTl- ELEV. been permanently stablized. The maximum allowable drainage area is 3 acres. Sediment should be removed from the basin when the volume is reduced by one-half. TEMPORARY SEDIMENT TRAP DATA STRUCTURE DR GE (AC S) EXCAVATED STORAGE (C. Y.) REQUIRED DESIGN EXCA IED EXErey (BO ) TED ltr3�r DRY STORAGE (C. Y.) REQUIRED DESIGN IiN'"H HOGHT HOGHT FEE FEET FEET EAST 0.6 40.2 40.3 3 .7 40.2 40.3 4 1 2 NEST 1.4 93.8 98.0 VAR. 93.8 94.0 8.5 1.4 2 FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 wire is not used. When placing silt fence across a ditch or (Lob'um mullfRarum) Swale, the posts are to be set at a maximum 3' interval. MAY 1 - AUG. 31 GERMAN MILLET 50 the filler fabric. 6) Silt fences shall be removed when the Upslope area has been permanently stablized. 04 1� TYPICAL TREATMENT - 1 B/IYI (SOIL STABILIZATION BLANKET) INSTALLAION CRITERIA 1 JUNCTION SLOT jHECK SLOT ]ERMINAL FOLD LAP JOINT 2" MIN. (JUTE MESH ONLY) TAMP FIRMLY ANCHOR SLOT 6 TO 12" TAMP FIRMLY CHECK SLOT 2- 6" TO 12" JUNCTION SLOT TAMP FIRMLY 12• MIN. I 2- 1 1 8' TO 12" ANCHORSLOT I 12" MAX. 4:1 OR FLATTER 8" MAX. STEEPER THAN 4'1 EDGE AND END JOINTS TO BE SNUGLY ABUTTEE (JUTE MESH WILL HAVE STAPLED LAP JOINT IN LIEU OF EDGE JOINT) 5' MAX. 4:1 OR FLATT S MAX. STEEPER THAN 'CHECKSLOT - 1" TO 2" NOTES TERMINAL FOLD �'- TAMP FIRMLY 4" MIN. 2' TEMPORARY SEEDING ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS I II II II I I I I I I 1 1 1 1 I I I 1 I I I 1 I 111 I I .R 4:1 PLAN VIEW 1 I I I STAPLING DIAGRAM 1 • CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL. I 11 1 1111 I 1 11 NOT REO.'D WITH ALL 8 "COMBINATION" VAR. VAR. TERMINAL FOLD �'- TAMP FIRMLY 4" MIN. 2' TEMPORARY SEEDING ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS PLANTING DATES SPECIES 6"TOB"MIN. SEPT. 1 - FEB. 15 PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO. 11 STEEL WIRE. • CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL. 50' C -C INTERVALS; 6" STAPLE MIN. LENGTH FOR OTHER SOIL. NOT REO.'D WITH ALL 8 "COMBINATION" BLANKETS TERMINAL FOLD �'- TAMP FIRMLY 4" MIN. 2' TEMPORARY SEEDING ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS PLANTING DATES SPECIES RATE (lbs./acre) SEPT. 1 - FEB. 15 50/50 MIX OF 1) The height of a silt fence will be a minimum of 16 inches ANNUALRYEGRASS and a maximum Of 34 inches above ground elevation. (Lofium muf8rorum) in runavoidable,a lice m be made at a o to are 1splice may support 8 50-100 CEREAL (WINTER) RYE deep on the upslope side of the proposed location. (Sectile cerawe) 4) Support posts shall be a maximum of 10 feet apart Where FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 wire is not used. When placing silt fence across a ditch or (Lob'um mullfRarum) Swale, the posts are to be set at a maximum 3' interval. MAY 1 - AUG. 31 GERMAN MILLET 50 (Solana italics) TREE PROTECTION FENCING AND ARMORING QISTING GROUND CORD FENCE LASTIC FENCE PAVED CONSTRUCTION ENTRANCE 70' MIN. ASPHALT PAVED EXISTING PAVEMENI POS. DRAINAGE �I TO SEDIMENT TRAP * MUST EXTEND FULL WIDTH OF INGRESS AND SEDIMENT TRAP EGRESS OPERATION (SEE PLAN) PLAN VIEW 3" SM -2A ASPHALT TOP COURSE 12' MIN. 2% IF FILTER CLOTH .\ ` 6""21A AGGREGATE BASE SECTION VIEW NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIAMETER OF 1.5" IP BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET WIRE SCREEN CONCRETE SUC;& GRAVEL FILTER -- �--� RUNOFF WATER WITH OVERFLOW SEDIMENT J� FILTERED WATER IIII A SEDIMENT CURBINLET WIRE SCREEN 2" X 4" WOOD STUD SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. SILT FENCE EXTEND FILTER FABRIC INTO TRENCH III BACKFILL AND COMPACT THE EXCAVATED SOIL. A B .14 /A POINTS A SHOULD BE HIGHER THAN POINT B. GENERAL NOTES - SILT FENCE 1) The height of a silt fence will be a minimum of 16 inches and a maximum Of 34 inches above ground elevation. 2) Extra strength filter fabric shall be a continuous roll. When in runavoidable,a lice m be made at a o to are 1splice may support post with a 6' Overlap. 3) The excavated trench shall be 4 itches wide antl 4 inches deep on the upslope side of the proposed location. 4) Support posts shall be a maximum of 10 feet apart Where wire support is used, and no more than 6 feet apart where wire is not used. When placing silt fence across a ditch or Swale, the posts are to be set at a maximum 3' interval. 5) The trench shall be backfilled and the soil compacted seer the filler fabric. 6) Silt fences shall be removed when the Upslope area has been permanently stablized. SRF PLASTIC SAFETY FENCE 18" MIN �60"Ill I SOILS MAP SCALE: 1"=500' KEY 2C Albemarle Fine Sandy Loam 21 B Culpeper Fine Sandy Loam 21 C Culpeper Fine Sandy Loam EROSION AND SEDIMENT CONTROL NARRATIVE University Village: Phase III Erosion and Sediment Control Plan The County of Albemarle, Virginia PROJECT DESCRIPTION The scope of this E&S named" and plan is for the purpose of developing Boil in preperetun for construction of the proposed addition to University Village, Residential Structure. A total of approximately 2.8 acres will be disturbed during construction. EXISTING SITE CONDITIONS The topographic and bull Improvements existing on the subject property are depicted on the mcompanyirq ESS plan, utility plan & profiles, and the general notes sheet. ADJACENTAREAS A majority of the site lays adjacent to the existing University Village properties. The site boundary to the north, east and south will be subdivided from the existing University Village open spent that was designated for future development on the approved Master Plan. The boundary to the "at abuts Huntington Village. The site can be accessed via Crestwood Drive, which connects the site to Oh Ivy Road. OFFSITE AREAS All lard disturbing activities shall occur on -we and within the limits of project shown on the plans. At this point, no off-site borrow, warts or grading acflvlty will occur. SOILS This site is locate! in a geologic area referred W as the Piedmont Physiographic Province. The mile in Mis geologic area are weathered from the underlying metanorphic bedrock. The naturally occurring will at thin site were found to be Moderately to highly plastic stta weathered from the Catoctin formation which consists Of basic lava flows, schist, and gneiss composed of chlonts, ptagbclam, amphbbole, and spidote. The mile observed here appear to be weathered from metamorphosed sedimentary mils such as phylltte and schist. The map units on the detailed soil map depicted on the Erosion and Sediment Control Plan, represent the mils in the survey area. The map unit descriptions, along with the soil maps, can be used to determine the sumbllity, and potental of a mil for swell uses, and, precautionary eroelon and sedimentation control measures which must be atlhered to. They aim can be used to plan for the management marled for those uses. The pmfile of the run classifications follows: rfs FIM Sandy Loon (2C): This deep, soran91Y sloping ( 7-15%). well drained .11 Is on convex ddgeopa and side slopws. Typically, theautism layer is very dark greyish sawn and brownish yellow fine cantly loam aboutut flue inches thick. The The submit Is about twenty -flue (25) inches Mick strong brown and yellowish wish reit clay loam. The substratum is mostly yellowish brown, gray, and yellow sandy loam. Bedrock is at a depth of about fifty (50) inches. Permeability and available water capwy Is motlerate. Runoff is rapid, and the hazard of erosion is severe. The subsoil has low shrink -swell potential. Bedrock is generally at a depth of tarry (40) to sixty (80) inches. Culpepper Fine Sandy Loam (218): This deep, gently sloping (2.7%), well dmined will is on narrow to broad convex ridge tope. Typically, the surface layer of this mil is brown and yellowish brown fine sandy loam about six (6) inches thick. The subsoil is yellowish reit clay loam and red clay and sandy clay loam about twenty -nim (29) Inches Mick. The substratum is reddish yellow tine sandy loam. Permeability and available water capacity are moderate. Runoff Is medium. The hazard of emsion is moderate. The subsoll has moderate shrink -swell potential. Bedrock is generally at a depth of fdty (50) inches or more. Culpepper Film Sandy Loam (21C): This deep, strongly sloping (7-15%), well drained wil Is on narrow, convex ridge tops and on short side slopes. Typically, the surface layer is brown and yellowish brown fine sandy loam about eight (8) Inches thick. The subsoil is yellowish red clay loam and red Gay and sandy clay loam about twenty-nine (29) Inches thick. The substratum Is modish yellow fine sanity loam. Permeability and available water capacity ere moderate. Shrink -swell potential is moderate. Runoff is rapid, and the hazard of erosion Is severe. Bedrock Is generally at a depth of fifty (50) inches or more. CRITICAL AREAS There are several critical areas on the site. These include several areas of steep slopes greeter than 4:1. The steep slopes are generally the result of previous land disturbing activities related to the existing building am were Impacted only where they could not be avooed. EROSION AND SEDIMENT CONTROL MEASURES The contractor shall provide, construct and maintain sroelon and sediment control measures on the site, In accordance with the Virginia Department of Transportation and Me County of Albemarle erosion and sediment control measures (refer to the Erosion and Sediment Control Plan sheep. All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary 5011 stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain domhant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that am to be left comment for more than one year. Soil stabilization wrote to measures that protect soil from the emsive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to ba store. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of use. Temporary sediment filters and traps, padmeter dikes, sediment barriers antl other measures intended to retain sediment shall be constructed as a first step in any land - disturbing activity and be made functional before up slope land disturbance takes place. Stabilization measures shall be applied to earthen structures such as dams, dikes ase diversions immediately after installation. The following structural practices will be implemented according to the requirements set forth by the Virginia Emotion and Sediment Control. a.L Safest Fence(3 01) A protective bather consisting of polyethylene web Secured to a conventional metal post driven Into theground re minimum of 18 inches. Posts should be spaced at public centers. t acc s pro an a moonundesirable control use of an erosion control measure by Me pubic. To prevent access to an eroabn control measure. Soecific Applies, : Safety once will be used at areas where residents and staff of University Village may come into confect with Me planned work. Payed Wash Construction Entrance (3 021 A seventy the foot pause section shell be Installed at the point of vehicular tigress and agrees v hi the coning ft t e. Whom paved area shall be used for washing sediment from vehicles exiting the tits. Where aetliment Is transported oho a public mad surface, the mad shall be cleaned thomughly at the and of each day. Sediment shall be removed from the mods by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment Is removed in this manner. This provision shell apply to Irdvidual subdivision lots as well as larger lam disturbing activities. AwYcat/on: A construction enhance well be piano wfecent to Me existing row at the east end of the an 1 Constramon Road Stabilization (303) Temporary stabilization Win stone of access roads, subdivision streets, parking areas and other traffic areas immediately after grading to reduce erosion mused by vehicles during wet weather, and to prevent having to regime permanent madbeds between initial grading and final stabilization. Specific Apdiwlk, : Construction road stabilization shall be applied to the bevel ways, which require stabiluadon arer preliminary and One grading. 1 Sift Fenn (3.051 A temporary sediment border consisting of synthetic fitter fabric stretched acrose and attached to supposing posts and entrenched. Used to prevent sediment from leaving the site. To decrease the velocity ttyot sheetflows, Swyfic Application: SIN fens will be used at the loot of the cut / fill slopes. 1 Inlet Protection (3.07) A temporary sediment fifter amund a storm will or curb inlet, In order to prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Specific Awkwim: Inlet protection will be used around all storm drainage inlets antl curb Inlets. D, Tempmary Diversion Dike (3.09 A temporary ridge of compacted wil constructed at the top or base of a sloping disturbed area. Used to divan sediment -laden runoff from a disturbed area to a stabilized outlet. S pot ration: Diversion D/rear will be used to divert runoff away from the arslu areeso canstrucfbn. 91 Temockran, Sediment T (3131 A temporary looming area formed by constructing an earthen embankment with a stone outlet. It is used to detain sediment -laden runoff from drainage areas leas than three acres for enough time to allow most of the sediment wilds to settle out. tt can be constructed only where there is sufficient open and appropriate topography. Maximum effective life is 18 months. SoedBc Application: Sediment traps will be used fo delism minor on the site at the foot of the fill and out slopes. 1 Surface Rouchening f3.29 This emsion and sedimentation control measure involves creating horizontal depressions, on slopes or leaving slopes in a roughened condition by not flnegrading them. This is done to aid In the establishment of vegetative cover or and, to reduce runoff velocity and increase infihratlon, and o reduce erosion and provide for sediment trapping. Specific Application: This form of protection shall be performed on all slopes 3:1 or greater as shown on the accompanying E&S Plan. Slopes loss steep than 3:1 should have the soil lightly roughened and loom to a depth of 2-4H prior to seadirg. ], Temoorary Semino(331) The establishment of a temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing annual planta. This protects slopes exposed during construction until permanant vegetative cover con be established. Temporary noting will apply to all areas on the she Mal will not be brought to gnat grade for periods of thirty (30) days to one year. Selection of the appropriate wed mixture depends upon the time of year it is to be applied (See schedule on I details sheet.) specific Awkim ion: Temporary seeding shall be applied to all denuded areas prior to permanent stabilization in the form of either horoscope w permanent wading. Temporary, meding shall be used on all fill slopes and diversions. 1. Permanent Seeking (332) Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to final grew for a year or more or where permanent, long-lived vegetative cover Is needed on fine -graded areas. Soedfic AapNcation: Permanent wading will be applied to all portions of disturbed area. k . Soil stabilization Blanket M 1 s of attsteep slot 36 Stabilizing ovNmw areas of a steep Thee, channel, or a ttheshoreline you by applying protective covering to a prepared area. The matting will protect the young vegetation and promote its establishment while increasing the permissible velocity of turf grass stands. Specific Application: tion: Where the proposed surface drainage is concentrated In ditchlines. IL Tree Protection (3.M Protection of desirable trees from mechanical and other injury during land disturbing and construction activity. Specific Apolicaton: Tree protecdon shell be applied along vegetation line on the range of the site and to specific large trees that are not to be disturbed. m).Oust Control (3.391 Reducing surface air movement of dust during land disturbances, demoltion or construction activities in areas subject to dust problems in order to prevent wil lose and reduce the presence of potentially harmful airborne substance. Specific Apolka bion: Oust control shall e I be applied as necessary if time reptiles. PERMANENT STABILIZATION All areas disturbetl by construction will be stabilized with permanent seeding Immediately following finish grading. All seeds will be approved by Me "Virginia Crop Improvement Aswctation,"Blacksburg Virginia. Seeding will be done with the following: Two (2) parts Kentucky Bluegrass (Pica pratensls), by weight. minimum 98% purity and 90% germination; maximum 1% "ad mod. Three (3) parts perennial Ryegram (Labium perrens) by weight, nummum 85% purity and 90% germination, maximum 1% "ad seed. Fifteen (15) parts Felcon Fescue; minimum 98% Purdy and 90% germination; maximum 1% weed wed. Permanently sewed areas shall be protected during establishment. Mulch shall consist of at or wheat straw, free from weeds, foreign matter detrimental to plant ios, and dry. Hey or chopped comstalks will not be pennlled. Mulch and/or time shall be applied at a rate of two (2) tans per acre. Specifications for fertilizer are FS 0 -F -24/C, Type 1, wild forth; Grade A or B; recommended for grass, with one hundred (100) percent of the elements derived from organic sources of the following properties: a) Nitrogen 12.0% b) Phosphoric Acid 8.0% C) soluble Potash 8.0% With at least fifty (50) percent of the nitrogen from a non -water soluble organic source. The following measures shall be Incorporator during fertilization'. Apply fertilizer at a rate of 1000 lbslaore. Apply after smooth raking of topsail. Do not apply fertilizer at same Oma w with came machine as will be used to apply seed Till fertilizer into upper two (2) inches of "will. Lightly water dry topwll to depth of six (6) inches of best ",eight (48) hours prior h wading to obtain a loose friable wed bed and to aid In the dissipation of fertilizer. The following rates and practices will be adhered to for all seeding that occurs on-site: Apply wed a rate of 64bs./1000 sq. ft. evenly of fight angles with a spremer or sewing machine. Rake in lightly, covering wed to tlepM of 1/8 inch. Do not wed area in excess of that which can ba muk hed on came day. Do not sew, immediately following rein, when ground Is too dry, or during windy peroos. Rall waved area with roller not exceeding 112 Its. Immediately following wading and compacting apply mulch M a thickness of one (1) Inch. Maintain clear of shrubs and frees. Apply wafer with a One spray, immediately after each area has been mulched. Saturate to six (6) inches of soil. MAINTENANCE All erosion and sediment control measures must be maintained and repaired immediately to insure continued performance of Meir intended functions as stated in the Virginia Erosion & Sediment Control Handbook, Third Edition 1992. In general, all erosion and sediment control measures wil be checked weekly and after each mnoff- produung manful event, All seeded and sodded areas will be checked regularly to ensure Mat a good stand is maintained, Areas will be fertilized, reseeded and resgdded a5 needed, Sediment basins and/or traps shall be cleaned and maintained in accordance with the VA E&SC Handbook. All gravel outlets will be chinked regularly for sediment buildup that will prevent pmper drainage. If the gravel is clogged by sediment, the gravel will be removed and cleaned, or it will be replaced. DISPOSITION OF TEMPORARY MEASURES All temporary erosion and sediment control measures, including the temporary sediment basins, shall be removed within 30 days after final site stabilization Is achieved or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator Trappw Sediment and other disturbed sell areas resuPong from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. STORMWATER MANAGEMENT Where applicable, silt fence and seeding wil be capable of separating suspended solids from the runoff before it enters the existing natural channels. The west portion of the site will be treated by a sediment trap that will be converted to a bofifter at the conclusion of the project. The blofifter wil provide treatment for the majority of storm events. Check dams located in the wilMrey channel will secondarily treat large storm events that overto the bluffer. The runoff from ro storm Psed drains on the east side P pe of the site will be treated by preate fire storm velocity Ut a runoff outlet protection in the form of lame will events the o ion co the velocity la the runoff Isom outflow devices during large stom events. Erosion control stave placed at the end of mem outfalls will protect the channels and decrease the flow velocity. 1 THE COX COMPANY Pbnners - Londsvope Am,,I ci CNN Engineers • UM1wn Dedpwn 220Eosthfigh Street ctmeohesslRe • V190100 21902. /4.34) 295.7131 Job Number: 03-140 MD Devemprslett, LLC One Boar's Head Pointe Charlottesville, VA 22903 P: 434.9727764 F: 434.295.32x3 Awhitect: Mitchell/Matthews P.O. Box 5603 Charlottesville, VA 22905 P: 434.979.7550 F: 434.9795220 W 0 QQ Z J � J J Lu Ica ^ i Q - I LL ty O W Z O Z EROSION CONTROL DETAILS Job Number: 03-140 GERIMIDIM 7719 Date: November 21, 2005 Revision: Scale: As Noted Sheet No.: C-9.0 Geed 6.1-07 13 of 16 / r THE COX COMPANY Plmneis • IO Masa ws ; - Urtxe Civi Enpnae,s • UDan Des(71x5 TO[ Hy, Sheol ChvblbsNe • Y49i'Yv EROSION CONTROL PLAN KEY22902 - (434)a; SLOPE PLANTING BED FOR POSITIVE DRAINAGE ° ^ o PLANT SPACING AS PER PLAN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED.ffr 2" MULCH INSTALLED BEFORE PLANTING 12" MIN. PLATING SOIL. USE STORED EXISTING TOPOSOIL AND/OR — IMPORTED TOPSOIL. 1-111 111-111=111-1 11-1 I I -I I 1=1 11-I 11—I I I-11 1-111 III -I � I-1 � 1-I 11-I 11-1 11-I 11 =1 I I=1 I I=1 I I=1 I I-111=111= SET TOP OF ROOTBALL 1" MIN. ABOVE FINISHED GRADE — MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. MAINTAIN SAUCER ON LOWER — SIDES OF PLANT TO RETAIN WATER BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TOY, FULL WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. r � ° ORIGINAL GRADE W OF SLOPE 11L �Lt c. .e>•ue�eec 20" + BALL DIA. CUT AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL SET TOP OF ROOTBALL 1" MIN. ABOVE FINISHED GRADE — FORM SAUCER WITH 3" HT WATERING BERM BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TOY, FULL WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. w a" '4 20" + BALL DIA. MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. CUT AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL 6,0 GROUNDCOVER PLANTING DETAIL 5,0 SHRUB PLANTING ON SLOPES 4,0 SHRUB PLANTING L1.0 L2.0 SCALE: NOT TO SCALE U ,0 L2.0 SCALE: NOT TO SCALE L1.0 L2.0 SCALE: NOT TO SCALE NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. FORM SAUCER WITH 3" HT WATERING BERM BACKFILL PIT WITH STORED — EXISTING OR IMPORTED TOPSOIL TOY FULL. WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. 3 X BALL DIA. 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. • FLAG GUYING WIRES WITH SURVEYOR TAPE RUBBER HOSE 1" DIA. GUYING WIRES 2 STRAND TWIST 12 GUAGE WIRE 3 2"X4"X24" PRESS TREATED STAKES - TOP OF STAKE 6" ABOVE GROUND SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS SPREAD FORM SAUCER 3 X BALL DIA. R J w O • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. 2 STRAND TRISTED 12 GUAGE GAL. WIRE ENCASED IN 1" DIA RUBBER HOSE HARDWOOD STAKES 3 STAKES 2" X 2" DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING STAKE -4" ABOVE FIRST BRANCHES PLANTING PIT DEPTH IS AVERAGE FORM DISTANCE BETWEEN TRUNK FLARE SAUCER AND BOTTOM OF ROOT BALL, LESS 2". (CAREFULLY EXPOSE TRUNK FLARE IF ____7�f NECESSARY) �7 71� SPREAD (MULCH 7 DEPTH IMMEDIATELY AFTER F PLANTING AND WATER = THOROUGHLY.) Z - MULCH Jam THE COX COMPANY Nunes • LmE6ccpe,VcNlscb CM E A P • Lkbm Dalwan aa,r�rnq+se.ei sv Jc0 hunter: a"40 MD DevelopD t, LLC One Bow's Head Pomte Cha,iow-wMe, VA 22903 P: 434.472.7764 F: 434.295.3703 An hitect Mitchell/Matthews P.O. Box 5603 Chadowsvdle, VA 22905 P: 434.979.73% F: 434.9795220 W (D < z J � LU _ Q N w ~ S to (,/) LL W z 0 Z ZD MISC. LANDSCA DETAILS Job Number: 03-140 �NO. III— Will i, � ll I I=1 I I I I—III—I Date: I I— SPECIFIED PLANTING MIX — 1 _ 11=1 -1 _ _ - - = WATER & TAMP TO _ _ _ — UNDISTURBED SOIL September 12, 2005 REMOVE AIR POCKETS -11 - 11 1—_ _ —�—� �— Revision: NOTE: STAKING AS REQUIRED - 'I 3 X BALL DIA. 3.O MULTI—TRUNK TREE STAKING 2e0 TREE PLANTING — GUY WIRES 1,0 TREE PLANTING — VERTICAL STAKES Scale: As Noted 1.O L A SCALE: NOT TO SCALE L1.O L2.O SCALE: NOT TO SCALE L1.O L2.O SCALE: NOT TO SCALE Sheet No.: L-2.0 16 of 16