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Home My WebLink AboutSDP200100016 Plan - Approved 2002-01-02Albemarle County Engineering General Construction Notes for Site Plans I.Prior to any construction within any existing public right-of-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. 2. All paving, drainage related materials and Construction methods shall conform to current specifications and standards of VOOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal vertical). Where reasonably obtainable, lesser slopes of four -to -one or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee, Pf is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices '. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class III. 8. All excavation for underground pipe instaflation must comply with OSHA Stardards for the Construction industry (29 CFR Part 1926). January 27, 1998 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE CO'JNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE, RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS 1.ND WHERE SHOWN, ARE ONLY APPROXIMATLEY CORRECT. THE CONTRACTOR S11ALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERAJS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATLED OUTSIDE OF ROADSIDE DITCHES. a. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE 1URING A FUTURE EXTENSION OF THE LINE. I Virg] 111, 6-111 123" To ro,10 CORY GT FARM THE MEADOWS Site ITJ 0 cz� 1i WNSV�LLJE Cp� r F5 Turnpike �Iwflivr�o �\Tu N"'llon sivarldge site' aullders supply Food N, Q 751 BROWNSVILL H E I G H _PS_ 0` ED > Vicinity Map (No Scale) Albemarle County Water Protection Ordinance Stormwater Plan Guidelines Clover Lawn 2123101 Step 1: Identify Water Resources Area Development Area I -pre= 15% C= 0.7mg/L Step 2., Determine Regional Facility No regional Facility Downstream Step 3: Identify Any Detention Exemptions Project Drainage A 6.8Ac. Lots= 1.0 at Roads= 0.0 1 - -F. at Developed Area= 4.2Ac. No exemptions Step 4: Initial BMP Calculations Exemptions: None Area (A) 6.8 Ac. Ipost= 163080 s. -F or 62% P= 43in. Pj= 0.9 Rv= 0. 06 Lpre= 9.59Lbs. Lpost= 25-31Lbs. RR= 16.68Lbs. %RR= 66% 183080 s. -F. per 4.2 ac. I width= 0.0 ac. Intended 8MP Type: Nonstructural disconnection of impervious areas®' WQV= 7628c. -F. (1/2"over Imp. Area) Step 5: Identify Stream Su-F-Fer Requirements none F1_ Site Data: s. -F. - Proj ect. 93 Clover Lavn Village Owner: 2/unit + 4 Preston O. Stallings 48 3218 Wal I ;ng -ford Lane Keswick. VA 22947 Contact: (e� Project Dt;vlopment LLC Attn:Jo H'gglns 2463 Browns Gap Tnpk. Charlottesville. VA 22901 804-823-1,'1124 (0+-f ice) Tax Map &Parcel., TM56 Par. 107,107A. 107-A-1 Acreage: 6. BAct"es Deed Book: DB 1648 R 529 (p I at) Zoning: Parcel 107= PDMC (Entrance Corridor) Parcel 10i --A= PDMC (Entrance Corridor) Parcel 107-A-1= PDMC (Entrance Corridor) Magisterial District: White Hall Other County Designations: Crozet Development Area WcitersJled Protection Area Waivers Requested I GroJIng In 25% Critical Areas 2 50"B log setback to residential units only 3 Grading within 20' buffer along East and Northwest boundaries Waivers & Conditions Approved: Reservoir Watershed: No Datum: USGS Benchmark: Top of grate 'Inlet SW Corner = 631.85 Survey: Frank A. Gregg, (Digital Update by W.A. Roudabush, Inc. Topographic In -formation: W.A. Roucabush, Inc. Maximum Structure Height: 35 -Ft. Paving Type: Asphalt Existing Tree Coverage: Light, Scattered hardwoods and conifers Coverages Area s. -F. % Buildings 44.383 15.0% Perking/Drive 117,872 39.8% Oren/grass 133, 953 45.2% Total 296208 100% In -pervious: Coverage: 55% �- No Prelim. Landscape Plan Reqd. Trash ColVectlon: Onsi-l'-e Enclosed Dumpsters Section East CommerciiGl West Commerclial Townhouses Parking Summary Area is -f- ) 5,308 16,900 24,224 Park i ,ag Required Prov 1 ded"'!; 5-5/1000 s.f. 84 84 5-5/1000 s. -F. 93 93 2/unit + 4 guest 48 52 Proposed No. Dwelling Units= �? /+ Proposed Type Dwell1ing Units- Townhouse/Condos Area of Residential Portion-- 2.81 Ac. Gross Residential Density 3.,';du/acre Net Residential Density= 8.5 du/acre (with optional 5du on top in Commercial Gross= 4.3 du/acre) Area of Recreation Area= 4101020 s . f . Area of Commercial Portion= 3.98 Ac. Maximum Number of ErmpLoyees= v; i;, iab le (e� 13C= TM 56 Parc 97A Zoned R1 TM 56 Parc 98C NIF Cross Zoned RI 610 Radford Lane, Charlottesville NIF ShIffleft ------- - 629 Radford Lane, Ctvrlottesvflle ------------------------------------------------------------------ I --------------------- 7 77.- - - - - - - -- — ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. . . . . . . . 08 4 0 2 40 Pr 1 vacy Fence (Old ----------- 0 Privacy Fence j 0 Rt. ?50 Roadbedi TM 56 Parc 98D _201 fifer Zoned R-1 17' S80055"33" NIF 'Pi 58 ShTIffle 6_Ge, Charlottesville fle 658 S80055 3211E 656 654 0 652 -P&7tt Paffi ------- 0.23 MTL Plathways to be field ------- 1 -/1 " -" --ffer — _:_ -." ! 20' Utility F located to best fit (Typ) 20,13u Easmt- T- existing topographyl/ ---- - ----- --- - -H3 1'O I I ' — — f-eatunet§- and vegetat ib�tf H1 I k� -- — I / T -F-2- F3 50, cor, I D F I iercitoi B,qg. Setback -0 II 25 D 1 D2 t� v k '' \ 21 1 4 6 6 Pr-ivacy Fence m TM 56 Parc 97AI 0 1 f Zoned RI % 133 NIF Cross 132 610 Radford Lam, CharloffesvI116,�:',�,1:1,, Vd&Alff— y' or U-1 (0 25' Strip Reserved for :�jjj Tr. C) Ito a) -future dedication. ay' --0 u L rea on a =r N Ln - - - - — - — - — - C\J Ck 0 It Tot 0g. 6' .............. �\ 0- 04 < Cb existing topography, 6-4�, i Pathways to be f i e I d located to best -fit 646-7,� -64 ------- features and vegetation I _j rOArO --642— V ,e4 2 -- I I' ,i � - � �_ - ".._ i I rf -- -1- 644 644 0 Uti 1'�y -31—dawalk 1 0 6,' =Osure T 67 1 - 4' 25 CO Poss il-L) W P1 (0 nnpc-t� n -Z— T-0 a,-- T- 4 as r�t Tlyp 646' H Li i AV 6l 4 Cc 1117 -- --;J,) SAW TCO D 'L 4— Ut ZO t E� Eamt. (Typ) Ai 11F1 5 20' Ut", I Landscaping Terrace tf �T • y r 1�7 SIdawalk IT As required to allow for Yp) (D a"10 slope 01 St 7 0 4- adequate planting area 'p) V Sldswalk" -r o-.� - -I� ---1- g ; � � � � � , - .\ 'y \ P-1 014 i I tbr-,' imith Plant ngs / �7 tft 11 4 West"' C'ormercial Blidg. Zoned RI Floor= 10,500s.f. NIF King Solomons's Masonic Lodge *194 7 f TM 56, Parc. /07-8-/ I-T 1 st� P 0 F81 '—J 2nd Floor 6. 400 s-fe C/o William T.Woodson,Jr. ill DMCif jotal= 1,,6,900 s-f- W{ ' i ; /; / av/ 4924 Jones M1// Road, Crozet O20' Uti lipfinal $? Plrcno I Asphalt Easmi • i ®N 1 I i! I ail � MP -, 90 0 /1 i (or Recrea-��n\- 0 1 / U V/ "PA 77E W IL i 1311 DO n ❑ 13 13\ 0 SNOWN Landscaping Terrace Ex�ended Det/w/f ior//CryOond As required to allow for 0 t" al J, -5, rro=lk rcno to adequate planting area 25' Strip Reserved for and SIdPwal atop Slope future dedication. 7, • 6 '�X X 24] 6 (J 'X 'X oM-ereal "g. Setback T— InPI I +�pr w-Lt4i—f" I j nap& wip seth, ck ---------------- 638 _r B!oF! Iter w 1 t� P I ant 1 ngiE(f--- !7 W 3L�. ft 7 Zb t)OTI V lm 12 ff 134-31f —fW t (0 636 152-69ft mwf!� - -, " rm ----------- -w. -------- — -------- =Z�� 18 18 Ill --------------------- 8 'SAN, A ---- -------------------------------------------------------------------------------- ------------- ------------------------------ ---------------- -------------------------- -------------------- ------------ ------------ ------------------ ---------------------- ------------ --- ---------- -------- ------------------------------------------- ----------------------- -------- --- ------ = ----- ------- ------- I � i Variable Width, Easment ------ Variable Width Easment Reserved for future +/-4900 ft. to Rt. 635 Reserved for future Variable Width Easment Reserved for future CSA Waterline ACSA Waterline AMI Waterline A -------------------------- --------------- ------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------ ------------------- ---------------------------- ------------ ------- ------------------- -------------------- -------- ---------- ------------ --------- ------------------------- ---------- ---------------------------------------------------- --------------------- To Charlottesville I.� S, R-�--. 250 A R-ocKf i sh Gap Turrp'l fie) ----------- -------------------------------- W W W Food Lion Site (Not Included or a-F-fillated) Developer: Great Eastern Managment Sete Plan: Blue Ridge HC 30 0 Mimi I TM 56 Pcrc. 110,110 A Zonetd HC NIF Prestan O.Stafflngs 3218 Wallingford Lane, Keswick 30 60 90 Scale 1 - 30/ 48-6097 ------- ----------------- Eas f,,'qommer6, i a I B 1,,dg Ast Floor= 9 570 2 hd F i',�6or= 5,738 S'. + P D M(;" 10ta, I = 1�1 9308 S'y'F- F ......... >< Qe—) FEE,o FIE�