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HomeMy WebLinkAboutSUB198500080 Other Preliminary Plat /k151510 oe� 1pfTESG 0• ,• r ; ' ALBEMARLE - CHARLOTTESVILLE EY: p� ', OFFICE OF WATERSHED MANAGEMENT = ; m1 1�Rc it -1" IN!R.,.N2 401 MCINTIRE ROAD CHARLOTTESVILLE. VIRGINIA 22901-4596 WILLIAM K.NORRIS TELEPHONE WATERSHED MANAGEMENT OFFICIAL (804) 296-5841 WATERSHED MANAGEMENT REVIEW FORM Date of Review Request : February 7 , 1985 Date of Review: February 7 , 1985 Type of Plan/Review: Preliminary Plat Date of Plan : January 25 , 1985 Project Identification : Colston/Edgar Robb Tax Map : 73 Parcel: 33 Location : In the south east corner of the intersection of St. Routes 708 and 637 . Watershed Boundaries : Watershed: South Fork Rivanna River Sub Watershed: Ivy Creek Basin: Upper ivy Creek Sub Basin: Comments/Recommendations : Within a watersupply watershed management area, therefore , the ultimate development of this parcel should recognize and abide by the appropriate septic set back requirements and the Runoff Control regulations . L. P: 'Wn D{VISION Prepared by: z .� William K. Norris - 25r h�- 1 of .► - )so. d I52 A-c_Es lite - ,5&\ , GGv.2. I12 t) Do a 3 x-6441 le14.0X c- -Foc u Lakta trAto./6 64-e 00 2 3 X 4 2..-lop . 2S (�.r- 3q, 66 2.112 ( 1M176' . 2.A 2.5 loS�4, bts2. 112 = ,600 -1s , 145 0 ' S 0F:; -C-0- F LOVII S. S l azt-LK LTS, ToTa L LER*,1-4-1 ca-rro -S " 2 '>> SSo F��T Cbt,rrou2 l L E 'JAL ' 2 S rEET" _r c s - 49. a . is,C_ef--s a 7. 17 ��- I . oo Z 23,55a s 2S \ ‘(A, 2 - 49.8 1 3 i-.S = 00 (o2 0 zi-us IN( OF ALeE-Mq 00 ���°F"Lei; (4. • D 7 DEPARTMENT of PLANNING and COMMUNITY DEVELOPMENT 401 McIntire Road Charlottesville, VA 22901-4596 804 296-5823 April 24, 1985 Mr. Edgar S. Robb Rt. 1, Box 134 Afton, VA 22920 RE: Colston Subdivision Dear Mr. Robb: In reply to the questions which you raised in our April 22 telephone conversation regarding Colston Subdivision and the appropriate steps necessary for approval, I offer the following comments: 1. Under SP-85-7 approval was granted for the development of a maximum of twelve (12) lots to be served by two (2) internal roads. 2. This type of development requires Planning Commission approval of the subdivision plat as well as review by the Site Review Committee. (For your information I am attaching the schedule for submittal deadlines regarding subdivision plats) . 3. Due to the nature of your special use permit staff would be unable to approve the proposed development administratively. I have assigned Mrs. Amelia Patterson as staff representative for this project. Should you or any associates have any questions, please contact Mrs. Patterson. incerely, PI ames R. Donnell, irector of Planning & Community Development JRD/jcw AL3EMARLE COUNTY SERVICE AUTHORITh MEMO To: Amelia McCulley FROM: w. L. Rossie, Chief Engineer DATE: February 20, 1985 RE : site Plan Technical Review for: Colston preliminary Plat (TM 73, Parcel 33) The below checked items apply to this site. 1. This site plan Wis not within the Authority's jurisdictional area for: X A. Water and sewer B. Water only C. Water only to existing structure D. Limited service 2. A inch water line is located approximately distant. 3. Fire flow from nearest public hydrant, located distant from this site plan, is gpm+ at 20 psi residual . 4. A inch sewer line is located distant. 5. An Industrial Waste Ordinance survey form must be completed. 6. No improvements or obstructions shall be placed within existing or future easements. 7. and plans are currently under review. 8. and plans have been received and approved. 9. No plans .are required. 10. Final and plans are required for our review and approval prior to construction. Comments: This site plan is approximately 4 miles outside the Authority's jurisdictional area. The site plan does not show or incorrectly shows: meter locations water line size water line locations sewer line size sewer line locations expected wastewater flows easements expected water demands #191510 44,}pF ALB4,avve �OTTESGi r-1 ALBEMARLE - CHARLOTTESVILLE4%, c., ;) �R�1��r / OFFICE OF WATERSHED MANAGEMENT ` �'' ��� " 401 MCINTIRE ROAD CHARLOTTESVILLE, VIRGINIA 2290 1-45 96 WILLIAM K.NORRIS TELEPHONE WATERSHFTMANAGEMENTOFFICIAL (804) 296-5841 WATERSHED MANAGEMENT REVIEW FORM Date of Review Request : January 30 , 1985 Date of Review: February- 1 , 1985 Type of Plan/Review: SP Date of Plan: January 30 , 1985 Pro-i�ct Identification: Edgar S . Robb SP-85-7/SP-85-8 Tax Map : 73 Parcel : 33/33 Lot 1 Locatioii: In the southeast quadrant of the intersection of State Routes 708 and 637 . Watershed Boundaries : Watershc!.: South Fork Rivanna River Sub Watershed: Ivy Creek Basin: Upper Ivy Creek Sub Basin: Comments/Recommendations : Within a watersuppy watershed management area therefore , ultimate development of this parcel will have to recognize and abide by the appropriate septic setback requirements and Runoff Control regulations . • Prepared by: cii tA- Y-;-. C Z4.A.-2 William K. Norris CONTACT PERSON: AMELIA McCULLEY: 1. Willow Lake Townhouse Site Plan - See previous comments 2. Eden M. Lyster Preliminary Plat - No comment. 3. Colston Preliminary Plat - Soils in this area consist of Hayesville loam, Cullen loam on the ridges and Ashe loam on the steeper slopes. The Hayesville and Cullen are deep, well drained soils. The Ashe is very shallow soil found on steeper slopes. There are some areas of floodplain soils found along the streams. CONTACT PERSON: MARCIA JOSEPH: 1. Buck Falls Final Plat - Soils in this area consist of Hayesville loam, Chester loam and Elioak loam. These are all deep, well drained soils. There may be some shallow soils on the steeper slopes over 15%. 2. Fox Hill Farm Staff Quarters Site Plan - No comment. 3. Branchlands Shopping Center Site Plan - This site consists of Glenelg loam and Elioak loam on the ridges, Hazel loam on the steeper slopes, and Chewacla and Wehadkee on the floodplains. The Glenelg and Elioak are deep, well drained soils that are very erosive. The Hazel is a very shallow soil to bedrock. The Wehadkee and Chewacla are poorly drained and subject to frequent flooding. This site as planned will involve extensive land grading on erosive soils and in frequently flooded areas. Natural floodplains will be blocked and replaced with concrete pipes. This project could act as a dam if storm runoff could not pass through the underground piping system. COMMONWEALTH of VIRGINIA IN COOPERATION WITH THE Thomas Jefferson Health District ALBEMARLE CHARLOTTESVILLE STATE DEPARTMENT OF HEALTH FLUVANNA COUNTY(PALMYRA) 11.38 Rose Hill Drive GREENE COUNTY ISTANARDSVIL LEI P.O. Bed. 7546 LOUISA COUNTY(LOUISA) NELSON COUNTY ILOVINGSTONI Charlottesrille, Virginia 22906 (804)295-0161 MEMORANDUM' TO: Amelia McCulley and Marcia Joseph, Planners C1 FROM: Jack Collins DATE: February 13, 1985 SUBJECT: Site Review Committee Meeting, Feb. 21, 1985, 10:00 A.M. CONTACT PERSON: AMELIA McCULLEY 1. Willow Lake Townhouse Site Plan - public water and sewer. 2. Eden M. Lyster Preliminary Plat - Health dept. has not been contacted. Will need our approval. V• Colston Preliminary Plat - Soils work has been done by E.O. Gooch and Assoc. The sanitarian having that area, Mr. Craun, is in the process of reviewing report. CONTACT PERSON: MARCIA JOSEPH 1. Buck Falls Final Plat - Health dept. has not been contacted. Will need soil scientist report. 2. Fox Hill Farm Staff Quarters Site Plan - Health dept. has not been contacted. Health dept. needs to make soil study for approval. 3. Branchlands Shopping Center Site Plan - Public water and sewer. f,--...SE' .C.Z.I.i , H a,... ►-E - 1 4 1985 PLANNING DIVISION JN11 OF ALBFMq Inspections Department 401 MCINTIRE ROAD CI+ARLOITESVILLE, VIRGINIA 22901.4596 (804) 296-5832 DATE February 21, 1985 TO Amelia McCulley , Planner FROM FIRE PREVENTION OFFICER R_E- Y F in (Th6) RE: Site Plan, Technical Review For Colston Preliminary Plat The below checked items apply to this site and are hereby recommended to the Commission: 1. Hydrants are recommended and should meet the following ISO requirements: A. Albemarle County Service Authority specifications for hydrant type and threads. B. Located on highway right-of-way (when possible) . C. No closer than 50' or more than 400' to each major structure. D. Every 800' along the roadway. E. Every 500' around the perimeter of the building. F. The fireflow requirement' is gallons per minute @ 20 PSI (residual) . G. Paint curbing 15' on either side of hydrant. - 2. A dry hydrant with adequate water from a pond is required. The surface to the dry hydrant shall be accessible by use of an all weather compacted surface with a grade of not more than 8% and a turn-around space with a radius of 50 feet. The standpipe shall have a 41 national standard male fitting (see NFPA 1231 & Albemarle County Zoning Ordinance 32. 5.18) . 3. Dumpster location shall not be closer than 15' to any structure. (BOCA Fire Code F305.4) 4. Handicapped provisions are required (BOCA Basic Building Code Article 515 as amended by Virginia Board of Housing and Community Development, 1981 Edition) . X 5. Other comments and recommendations No Comment • • The attached plans do not show or incorrectly show: Hydrant locations - Handicapped facilities including curb cuts & ramps Dumpster locations Other 11 OF ALBeM� 12 Inspections Department 401 MCINTIRE ROAD CHARLOTTESVILLE,VIRGINIA 22901.4596 (504) 296.5832 DATE February 21, 1985 TO Amelia McCulley Planner • FROM FIRE PREVENTION OFFICER R.E. Zug h in Cffie RE: Site Plan, Technical Review For Colston Preliminary Plat The below checked items apply to this site and are hereby recommended to the Commission: 1. Hydrants are recommended and should meet the following ISO requirements: A. Albemarle County Service Authority specifications for hydrant type and threads. B. Located on highway right-of-way (when possible) . C. No closer than 50' or more than 400' to each major structure. D. Every 800' along the roadway. E. Every 500' around the perimeter of the building. F. The fireflow requirement' is gallons per minute @ 20 PSI (residual) . G. Paint curbing 15' on either side of hydrant. 2. A dry hydrant with adequate water from a pond is required. The surface to the dry hydrant shall be accessible by use of an all weather compacted surface with a grade of not more than 8% and a turn-around space with a radius of 50 feet. The standpipe shall have a 41 national standard male fitting (see NFPA 1231 & Albemarle County Zoning Ordinance 32.5.18) . 3. Dumpster location shall not be closer than 15' to any structure. (BOCA Fire Code F305.4) 4. Handicapped provisions are required (BOCA Basic Building Code Article 515 as amended by Virginia Board of Housing and Community Development, 1981 Edition) . X 5. Other comments and recommendations No Comment • The attached plans do not show or incorrectly show: Hydrant locations • Handicapped facilities including Hydrant flow curb cuts & ramps Dumpster locations Other MEMORANDUM Amelia McCulley February 22 , 1985 Page Two Recommend approval subject to: a) County Engineer approval of site development plans. b) Issuance of an erosion control permit. 2. Lyster Preliminary Plat - We can see no problems with this subdivision. It does not require any new construction. Recommend approval subject to: a) Show location of 100 ' stream setback on final plat. b) County Engineer approval of driveway locations . 3. Colston Preliminary Plat - Recommend deferral. MLE/ps �E6 44'4 1gB5 G C P AS\°N CT- NAME OF PROJECT vZLJ IBNTPt&LIM. SUBDIVISION PLAT CHECKLIST PRELIMINARY AND (FINAL) APPROVAL �qo 5� � .A . ¶M 3-33 a ITEMS REQUIRED AT DEADLINE FOR SUBMITTALS: 4P.7M ❑ Preliminary conference with staff 0 Application and fee ❑ Twelve (12) copies preliminary (or final) plat ❑ Two (2) copies preliminary (or final) road and drainage plans ❑ Two (2) copies building site studies - identify 25% slopes, note location, area and dimensions of building site on each lot Q Two (2) copies traffic analysis plan if required by Virginia Department of Highways & Transportation. ITEMS REQUIRED ONE WEEK PRIOR TO PLANNING COMMISSION MEETING DATE: al 0 HEALTH DEPARTMENT WRITTEN APPROVAL *❑ Soil Scientist report if required (for five (5) lots or more if runoff control; for ten (10) lots or more if other areas) a---SERVICE AUTHORITY WRITTEN PRELIMINARY APPROVAL IF PUBLIC WATER OR SEWER COUNTY ENGINEER WRITTEN PRELIMINARY APPROVAL ❑ Runoff Control • ❑ Stormwater Detention (18-22) ❑ Private road plans/profile ❑ Public road plans ❑ Drainage plans ❑ Existing private road - review of adequacy for total number of lots to be served. FIRE OFFICER WRITTEN PRELIMINARY APPROVAL (18-26) 'A' 0 Hydrant locations (if public water reasonably available) 11❑ Fire flow adequate 9'---Bumpster location and screening n provisions for handicapped VIRGINIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION PRELIMINARY APPROVAL 44 ❑ Public road plans/profiles 0 Entrance location and site distance ❑ Entrance 500' from crossover (18-37(o)) ❑ Shared entrance recommended PLANNING STAFF APPROVAL ❑ C, ,d.,nuiniu,n L.hec.'R1ibt-needed • Written waiver request A 0 Technical items (next pages) 1 TECHNICAL ITEMS REQUIRED PRELIMINARY AND FINAL PLATS: GENERAL CONTENT i Ei Title of subdivision (18-52a) * ❑ Names/addresses of record owner, subdivider and any easement holders. (18-52a) Q Name of - r date of drawing,number of sheets, north point, scale 1" = 100') (18-52a) * 0 Vicinity .p = 2,000') (18-52b) Topo with 5' contours, boundary lines, flood plain limits (18-52c) * ❑, Location, width and names of streets, easements, right-of-way (18-52d) 1141 Lot lines, total acreage in each use (18-52d) *' ❑ Location and dimensions of proposed streets, lots,building setback lines, easements (18-52e) A 0 Boundary survey (18-52e) 4❑ Land to be dedicated or reserved for public use or common private use (18-52f) $Comprehensive Plan proposals for subject property (18-52g, 18-17)NIk * "Cl Preliminary plans for bridges or culverts (18-52h) * 0 Tract boundaries if multiple sources of title (18-52i) * 0 Existing zoning and proposed uses (compliance with zoning) (18-52j) 4 0 Number, 3p0rote dimtnsinnq and area of lots (18-521) * 0 Building site on each lot - location area and dimensions (18-52o) L� Bevcvopment rights assigned (RA zone) (18-52p) *❑ Deed book reference of instrument whereby subject parcel was created (18-52q) *❑ Tax Map, parcel number (18-52r) * ❑ Runoff control ordinance: 100' septic setback from streams way setbacks -�`T-- --� * Magisterial District noted Residue acreage noted Uo)IE. Date received stamp (by staff) 0 Additional setback reserved in keeping with Comprehensive Plan (18-8) • tit❑ Dedication of minimum 50' right-of-way or greater if required (18-8) 4❑ Dedication of 1/2 the right-of-way (18-30) *0 Adequate utility and drainage easements (18-12, 16) 3' Lot sizes, number of lots, building setbacks and frontage conform to zoning ordinance (18-28, 29, 30)3.P. O Satisfactory lot arrangement, design and shape. No odd-shaped elongations to provide area or frontage (18-29) A❑-Corner lot - maintain building line on both streets (18-31) Ef Lot sizes adequate for utilities available (18-23c) Public water or sewer provided if reasonably available (18-25) ❑ Side lot lines perpendicular to street (18-32) 0 Remnants or out lots added to adjacent lots (18-33) ❑ Double frontage lots require waiver (18-34) • ❑ Good orientation if adjoining major highway (18-35) . /PRIVATE ROADS (18-36) 2/Minimum Minimum lot size 5 acres; or O Two lots only; or O Non-residential or non-agricultural; or ❑ Not in rural area and residential other than single-family detached; or O Family Division Written waiver request under: O Section 18-36(c) - Private road would benefit environment or public interest O Section 18-36(f) - Request access to public street O Section 18-36(g) - Existing easement of fixed width. Road is adequate to carry expected traffic volume; including: O Width of easement ❑ Width of travelway O Base/surface treatment O Sight distance gf Comprehensive plan shows no public road planned O Fee of road is owned by adjacent owners or homeowners association O No through traffic; no more than one intersection with State highway 2 • Notes on plat: 4❑ No further subdivision without Planning Commission approval �7fetOfis se ,F *0 Only one dwelling per lot O A11 lots enter onto private roadWc p i�Street nam sign rOVRl I f Pr'V� rd)1" R iv a maintenance sign, if required GENERAL ROAD DESIGN (18-37) ❑ Alignment: continuation of existing streets ❑ Layout: discourage through traffic in residential areas but avoid jogs ❑ Angle: 80° or greater at intersections O Access: to adjoing parcels for orderly development ❑ Grade: 8% maximum or 10% with special circumstances;paved ditches on 5% grades ❑ Right-of-way width: mimimum 50'; Major highways to conform to Comprehensive Plan ❑ Cul-de-sacs: minumum 50' right-of-way radius; mimimum 40' paved radius. Length to be determined by Planning Commission. ❑ Temporary cul-de-sacs: required if street exceeds 300' or serves more than four residences ❑ Alleys: 20' right-of-way if required for parking or service O Reserved or spite strips not permitted ❑ Service drives: reserved adjacent to a major highway PUBLIC STREETS (18-39) O Virginia Department of Highways & Transportation construction standards 4 0 Street names - shall not duplicate existing streets in City or County unless a continuation of existing street O Street signs - required at intersections ❑ Sidewalks and curb and gutter if required ❑ Existing public road improved to accomodate proposed traffic ADDITIONAL TECHNICAL ITEMS REQUIRED - FINAL PLATS: GENERAL CONTENT i'❑ Original maximum size 11" x 18" (18-55) *❑ Notarized owner's approval statement and signature (18-55b) IVO Signature panels for Chairman, Planning Commission and Agent, Board of Supervisors (18-55k) k❑ Linear - angular dimensions and curve data (18-55d) C Lot numbers and block identification (18-55e) ['Lot size in square feet indicated on each parcel (18-55f) ❑ Location and material of permanent reference monuments (18-55g) t Bearing and distance tie (18-55h) Mg/Restrictions imposed by Board of Supervisors (18-55j) &'Note regarding temporary cul-de-sac (18-551) ITEMS REQUIRED PRIOR TO SIGNING PLAT (FINAL APPROVAL) : ❑ Planning staff final approval ❑ Service Authority final approval ❑ County Engineer final approval 0 Fire Officer final approval ❑ Virginia Department of Highways & Transportation final approval `� 4❑ County Attorney approval of homeowners' documents (18-7)tar& MMtkt?a 1 ❑ Bond posted for all public improvements (18-19) J ❑ Soil Erosion and Sedimentation permit (18-24) ❑ Runoff control permit 3 TAX MAP PARCEL NO. PROPERTY OWNER ADDRESS e rmk r 0 7C ' 0/I TZL i_ k 4-+A T.0.4-, -c. f3/40-4L 73 3StVII L }1 T-_ o gc,-n ?ice 229oZ eqo j c�N N '�, of.._ SRN p` `LE7b 1 gLsIrS 12--r. P-ox 222.. 1-2_90 -SAi Qi I F3Sa. . fe r 2-79 c�I -Sc ►l o. J; t'h!a(q l I Sc 1--\ Z 2-1 2 29401 37 sAN>- gas .1 -37A sA P A M,.J p. 3 7 E -1)fzA-1 Box 22_8 2-Z-ci o, A1z1 Hwr- 8 ! tiAI-3cl P. 9l it J h►PORcr (Lr. P x ! o Z 2101 3)1.6 �JPPcLEt_a `�AII.I M r e I IJG• (co I C ex- e 4 2-416 ;I C Shi AS 7 3- Si 8 SAWMr; pr}-I Li r Pr• ` tzogF.Ati g. 32 Hocaus s-+ 12.90f �r�rn�o S• •Gs�Q -•c.E. A rzAc :7 Moui-kr+aJ�J sr0,k1/1.6 74 -5 \LA Pax t<.�3 z2go� 'ROJECT: i'o-eLtM irrS `( PLAT 'AX MAP & PARCEL NUMBER: 73.2,3 'ROPOSED: LOCATION: ITE REVIEW MEETING: LANNING COMMISSION MEETING: ALBEMARLE COUNTY r .A. 44606.00, t7.'.kr . ---isigri , rA:' .:.'3 : . 4, .., *4, - / e- . tod 29N . \ \/ / I 32 7)---. _ IA li 31IP' ..t.., o 4. /F. +" /A,9* * 1 \ r sc»o // /v ‘B to Izilliq______ --1-7-- _.....--- 12-II AAA:./".4 .4r.'#'4'04TER57AIE 98 •\ we ((J//����\\310 1 10 V \ —1-3c.‘ » 4V .--C . 651 1 ` • 30 \ ao• 78 3IA \` 1. .-4--+ �7oc .1\�r ,c,c.., 14A2 /30D Q.14AI `� 28 , 1` • 14A 10 • a!t^ A.1_,' .3. 33 ALBEMARLE COUNTY NO tm *4,i:r.Al 72 17 Z' ..3.(1 7. . X \1. ts) , " .. lk1 i\i 4 ✓Y h aacsjJ 30 1 ,�/ 36! 56 18 �. :,t �/ 2 044( 19 �'Rr 8 I N. to \ IP )‘ ‘-t \I\ I/� 36E1 No 3s( ...47•••••••4c. \_.-2W....i . k I 390 1 . 21 0 \\/ /\ \.2.4\ aac i • \N....J 44 / 26 i7< �. 398• 13 _\ / 11 \ 42A 4 41(, •J ) 22 . \ ` \\ 'r \ , °1i1 := 23 • / / N \ 43 \ 25 42 �COO I . .) i 4(a ...--\ \\ \-4 1 . LSToti1 Tea4M►Ndam`( )i kr n \ Y 87 SCALE_ •••• '•N t•N SAMUEL MILLER AND WHITEHALL SECTION 73 _ ' �� �� DISTRICTS A • REALTORS 500 WESTFIELD ROAD • P.O. BOX 7666 CHARLOTTESVILLE, VIRGINIA 22906 (804) 973-5393 January 28, 1985 TO: Albemarle County Zoning and Planning Departments FROM: Richard P. Thomsen, Jr. , Real Esatate agent for Edgar S. Robb As per attached contract dated November 15, 1984 between Adam L. Cook, Jr. et ux. Judith M. Cook (Sellers) and Edgar S. Robb (Purchaser) , settlement of the purchase of said property is to be made on January 31, 1985. The settlement is now definitely set for the appointed date so that as of Thursday, January 31, 1985, Edgar S. Robb will no longer be the Contract Purchaser but the actual Owner. e lc �u � �z�yw�--�� Sign d: /f Richard P. Thomsen, Jr. pv 3 JAN 28 1985 PLANNING DIVISION SERVING SINCE 1948 . 'ill . , .RGINIA ASSOCIATION OF RLttuTORS'fP CONTRACT OF PURCHASE • REALTOR' (This is a legally binding contract;if not understood,seek competent advice before signing.) to°" "Ousac O►IOR.OMIT, o This CONTRACT OF PURCHASE made as of November 15th C _ 1984 among _Adam L. Cook, Jr.and J1��tith 1�� usbandanwvife (herein called"Seller"), .J. and ---,Edgar S. Robb 'CA 2 gt , __ _ (herein called"Purchaser"), and ----none i _ (herein called "REALTOR®"), provides that E41t`iglikltAt: 9cXOc2x9c airA>gghxRIVIZY XX 4ii+c�}eX I ,CiidecSeller agrees to sell the following described real estate, and all improvements thereon, located in the County or OBI, of Albemarle , Virginia (all herein called "the property"): 140.01 acres more or less fronting on State Route 637 to the north and Stat Route 708 to the West. N. and more common Qn a P Cnnk PrnpPrty c,„c Irt-6;.f.-Z1- _, (street address)., a1. The purch ri Cifisy4t , is,Two Hundred_Sae vntyilTh• f.nd_and_ 00/10Q_ _ ollars (S_2 7. -- and such purchase price shall be paid as follows: 5.000.00 — Depos t to be held in escrow by Martin and Martin Attorneys 200,000.00 — By first deed of trust loan from Jefferson National Bank of Staut.t ; 't __ N 70 0 000.00 — Additional Cash at closing_ _ _ 27ff,000,00 TOTAL PURCHASE PRICE _ _ - Q (c' 2,odiit iA)cfe axon terse way hp( insfmOnxntrieeti omit ttnsztr xumn...Ai.:un.,.?aKaCixasx tire aavrzzyt:zhetrokzsxa Q h6E kiztRrokomPzivSPp i zW heL i RMxx rest; h>24:11/JWIt glfitsra stif-lt'ok aids scasamsvncAlinnnx let thi a oonaaciaifcpzixthzseofr>nrhxt k rotaaedclaxlirttroczlx1CiiiXatora_c 11"xitteVeasertcaIXc klaaxt2V; X agtx c c 11 sul 3. If the property includes improvements consisting of a new house, new condominium, new cooperative, or new modular home (all herein called "new home"), either subparagraph 3(a) or 3(b) on the reverse hereof is added as a provision of this Contract of Purchase, and Purchaser acknowledges that Seller fully completed and executed either of such subparagraphs before execution of this Contract of Purchase by Purchaser. 4. If a lender making any loan described in paragraph 1 of this Contract of Purchase requires any discount fee as a condition of making such loan, such discount fee in an amount not exceeding__-0—. ____ percent of such loan shall be paid by Seller. S. Purchaser has made a deposit of Five Thousand and 00/100 Dollars ($5,000.00 ) 1 by personal cherk (method) with Martin and Martin Attorneys , receipt of which is hereby acknowl- edged, and such deposit shall be held in escrow until the date of settlement and then applied to the purchase price or settlement costs or returned to Purchaser if the title to the property is not marketable. , 6 Seller agrees to convey the property to Purchaser by general warranty deed with the usual English covenants of title and free and clear from all encumbrances, tenancies, liens (for taxes or otherwise), except as may be otherwise provided above, but subject to applicable easements and restrictive covenants of record not adversely affecting the use of the property. Seller further agrees to pay the expenses of preparing the deed and of the recordation tax applicable to grantors and agrees to deliver possession of the property to Purchaser on _____ settlement A!___. 7. Settlement shall be made stihmerxxxitilti36,411130Ribcatixat Sellers Attorney's office on or 4 before _J nuary__3l _, 19 85 or as soon thereafter as title can be examined and necessary documents prepared, with allowance of a reasonable time for Seller to correct any title defects reported by the title examiner. 8. All taxes,ullnterest, rent, and F.H.A. or similar escrow deposits, if any, shall be prorated as of the date of settlement. *See (1) of addendum 9. All risk ot ioss or damage to the property by fire, windstorm, casualty, or other cause is assumed by Seller until settlement. In the • event of substantial loss or damage to the property before settlement, Purchaser shall have the option of either (i) terminating this Con- tract of Purchase and recovering any deposit made, or (ii) affirming this Contract of Purchase, in which event Seller shall assign to Pur- chaser all of Seller's rights under any policy or policies of insurance applicable to the property. • 0 I 6t*tzitediittcb/Wk rrs sju ktak etc o cm gins sweiEgtfAitfel3gteig>tf'u attxa tmcteadealxr 0 tRetiatincQ®xstmicG`snerigatea$LEa$2fanataxmorxxxxxxxxx%xxxXXxxxxx$X XXxxxSX=XXEd? RICregrxRiVr iiadilYtf~ Q taUJISIX3mzteamstxot Reecho:sec zaratz g86at:8845 it!,3c81ta21slSbs Bifaltt Nth)(w4 BERF24CT09ttSrz3ralStFISt;¢Ii fifetc Zaliff EcK 13f 111 oteabrui3i3Qt3 z42ptttyxa'A8X4XFUSINTZRAZO{ze8341:bipiaXii►t3188r4tE R aX6B44A8447fifs7rf ,GVr r3rf'e8t rt-Pffei'r an4fe2cz t�q �> awn cabcsnzlx tmxtrgac1kwaC)Pnn xszzzledavdiccaa�etctira�sIrtau9r.�xtsic�attcbaazxxrilzrd4atI61!t�d8 /bye I'CAIIs1It q� x� zoo atta'scuszoss st'adzis,z }�fifft xinststaoasvtrttxthicz x ztbe3�amtsaex6fzst motaalsa;lt�16lie '7 ditsitialsot Itz*to slawsSulkstxate g9 21*asers zofsac kat xsiaaz zixakeiec>zisismisaoiras the zsa sign ct acanaoriitwitItiZisixo tbvcrERTTI3cZ idISCX(X wint125scricittstcrzacEliaf2[tit swiss Xlzix Coat=laE 1 tux tram ah 0 kaux aglisma itic 1:ta fez lima xaztx ofxnattilkjstra-8ite czOK fit xttstemma amt tarsal;zeXficAzO3 8 ItaitV)iii ZFX1 a XitiRwrizat 811i8R,p U5K6'RQZ.s 10, Contract is contingent uponi Buyer receiving above mentioned`_fi.nancing_in amount not _ to exceed $200,000.00 and an interest rate not lo_exceed 13.5% per annum, said financing _ to be committed to Buyer in writing_by_December 31,_1984or Buyer may void this contract by written notice to Seller. - _ - — - — — —attorney Air" 11. Purchaser represents that an inspection satisfactory to Purchase $! 'S n mad( of -pT ty,AaodiPurchaser agrees to accept the property in its present condition except as may be otherwise provided , ' ion of f prroperty above. 12. This Contract of Purchase constitutes the entire agreement among the parties and ma not be modified or changed except by written instrument executed by all of the parties, including REALTOR®. 13. This Contract of Purchase shall be construed, interpreted, and applied according to the law of Virginia, and it shall be binding upon and shall inure to the benefit of the heirs, personal representatives,successors,and assigns of the parties. • WITNESS the folio ' d authorized signatures and seals: [SEPARATE ALL COPIES BEFOR I NING BEL wq itL? _(SEAL) I (SEAL) Sell Purchaser • (SEAL) (SEAL) Seller Purchaser SELLER'S ATTORNEY2��c1mkv ,. (SEAL) (The foregoing form may be used by members in good standing of the Virginia Association of REALTORS®. Expressly prohibited are the duplication or reproduction of such form, or the use of the name "Virginia Association of REALTORS®" in connection with any written form, without the prior written consent of the Virginia Association of REALTORS®.) * l/, ADDENDUM TO CONTRACT OF PURCHASE BETWEEN ADAM L. COOK JR. AND JUDITH Slit. COOK, SELLER, AND EDGAR S. ROBB, PURCHASER, 0, rye, ippZy'ED NOVEMBER 15 , 1984 iill ' (1) urchaser acknowledges that the property is presently taxed by Albemarle County at its land use valuation and the proration of taxes pursuant to paragraph 9 of the contract of purchase shall be based on ' taxes assessed pursuant to the land use valuation. Purchaser shall be responsible for and pay for any and all roll-back taxes which may be assessed on the property. (2) The purchaser acknowledges that no real estate broker or agent has at any time shown him the property, nor informed him that it was for sale except Richard T. Thomsen, Jr. of Montague Miller & Co. Realtors, who has at no time been employed by or an agen/��fji,Sell�y.1c�.�-/-- who has expressly waived the right to any commission for himself or Montague Miller & Co. Realtor. Purchaser agrees to hold Seller harmless from any claim for a commission which may be made by Richard P. Thomsen, Jr. or Montague Miller & Co. Realtors or any other realtor for f commissions arising out of this sale and shall pay any costs, including attorney's fees, which may be incurred by Seller in defending against any such claim or claims. . i (3) Purchaser shall be responsible for any survey of the property Obi L " and Seller shall have no obligation to provide Purchaser wi h such survey. . g /2 n 0.,,, * ZX gam,7 .,,� ��`'� -, (SEAL) Adam L. k, Jr. , e er (SEAL) ith ook, el e MI rn ,� (Cf Q- „ �� > CI� (SEAL) Edgar'• . Robb, Purchase D pir437,1-4.77-ii JAN 28 1985 z. 11 > z1 ,-c Ia o °= PLANNING DIVISION y r,o' o. D B 643 P 258 ROUTE HWY. BK. IY P. 189, 192 a o: ty' STAT _ __ 637 o95 �II, - -N55�20, .N3 Qr 35 E . -- - - N146222 0 E j __ — _ _ _ —_ -1- _ - - 0 _ r-- • .- �0 DRAINAGE EASEMENT -OAcC 1 .• — . I D p I 0h • --4Nv rn V a V, A_ O ' 1 ' 1 1 I , 74 I K . T N N N A OVm c 0 73 LT �O ' A LT / U 7.1 (I N28°39•OQ w II TM. 73 PAf?.33 / rrC 190.98' 144.537 ACRES 1 W.B.59 P. 449 I D.B.255 P.525 1 D.B.100 4 l(PLAT) cilEE� P. zl / --4o 'y O •- 1O QJino // s , O - p i , y ,Mtn 4 U I O jF 1 ��J ties /1,, Q� O. IRON { I . I. \�oo IIfp J'J 3 O J o 'l ty1\°06��4•� II 4,6,,0 "9.� hq� 4�Op A°23p0 I I 30 cD\0 a2 v1�i 34 I ! / °,A, IRONAT \ i 7,PAP N�'R• ti ``s, WALNUT ` MES H4'48 oLA a ep�4 6.e 9 Vo J D. 2 T.M 73 H pE BVTTS ir4T �',y 9' ZA5O ,� RICHArB61P.1° (pLAT, oER/N• 3'°4R ? 5�'1/ R� p.B•452 •69,A •F a�% IRON NB� �, PR.{p\� �P I oA 49 C / 63A • l6'POPLAR A P ` .(� 43j(A�0 h'/F 1 •TgOZN 45 BV?�7 J / pGG� 0®365P t / 0 PLAT SHOWING SURVEY OF 1 I • 144.537 ACRES PARCEL 33 ON TAX MAP 73 X. cr.7 (J, -.-- I SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE I11 = 4001 JANUARY 8, 1985 Gary M. Whelan 1 _�` Land Surveyor Charlottesville , Virginia I- AciiiidioditA?&_.__ i-e Gnu ad 6.c ) fi -F�t1.r , , G i 4 reitifed-tud CP-1446'6,, - / vpieif-P444).4 . I ,,? yaks 01Y- 1 - l l vofe/To4 • No 011�.4,a-we4-5 0/ a daps lae el dAckm, • %ee4_ l s 54 f vr. - c (pia) fuitte Ateaiiii47 _ f- ___Pinoso 87,E t --- lb thAtAiel - .. -i&.. _____flAiti&I-ino 5etzte Le1,0- 4-tade .,e,1.4-4414A.41.41 # 6-19-1,ttc-,4° 1/... ktefil q ;Aid -e414 . frlat l� . M T#1 PtY) — }P)e COltt,r..\sue- - , "gc, E& f I / AA IMPACT ON .SCHOOLS SERVING fr j . A . mccAlLip THE AREA OF DEVELOPMENT Ci A/11 TITLE OF PROJEC4: CO 1-STOI4 S��E`l+'S%:.�tJ- j�/ , E(1 n tit e619 # 0 LOTS UNITS : ( ` Li i\MU i r_-r Existing or School Projected Planned NAME OF SCHOOL Estimated Capacity' Enrollment Improvements Enrollment Within the Next 5 Years ;lementary66./ 4ill Intermediate I / Gee >econdary ,` s. / 1 f p6 Completion Date of Estimated Phasing: Additional Comments: CA."-YN,24:4 ►l���i - 1213@galY1 MAR 7 1985 PLANNING DIVISION M1 CONTACT PERSON: AMELIA McCULLEY: 1. Willow Lake Townhouse Site Plan - See previous comments 2. Eden M. Lyster Preliminary Plat - No comment. 3. Colston Preliminary Plat - Soils in this area consist of Hayesville loam, Cullen loam on the ridges and Ashe loam on the steeper slopes. The Hayesville and Cullen are deep, well drained soils. The Ashe is very shallow soil found on steeper slopes. There are some areas of floodplain soils found along the streams. CONTACT PERSON: MARCIA JOSEPH: 1. Buck Falls Final Plat - Soils in this area consist of Hayesville loam, Chester loam and Elioak loam. These are all deep, well drained soils . There may be some shallow soils on the steeper slopes over 15%. 2. Fox Hill Farm Staff Quarters Site Plan - No comment. 3. Branchlands Shopping Center Site Plan - This site consists of Glenelg loam and Elioak loam on the ridges, Hazel loam on the steeper slopes, and Chewacla and Wehadkee on the floodplains. The Glenelg and Elioak are deep, well drained soils that are very erosive. The Hazel is a very shallow soil to bedrock. The Wehadkee and Chewacla are poorly drained and subject to frequent flooding. This site as planned will involve extensive land grading on erosive soils and in frequently flooded areas. Natural floodplains will be blocked and replaced with concrete pipes. This project could act as a dam if storm runoff could not pass through the underground piping system. oF_. I ‘siV,Fuf DEPARTMENT of PLANNING and COMMUNITY DEVELOPMENT 401 McIntire Road Charlottesville, VA 22901-4596 B • 804 296-5823 March 7 , 1985 Mr . Jack Collins Charlottesville-Albemarle Health Department P . 0 . Box 7546 Charlottesville , VA 22906 • Dear Jack: In regard to our phone conversation of February 25 , 1985 related to septic system location on slopes of twenty (20%) percent or greater let me offer the following comments : • 1 . Section 4 . 2. 2 . 1 of the Zoning Ordinance requires new lots have a building site of 30, 000 square feet in slopes less than 25% and that "such building site shall have adequate area for location of two (2) septic drainfields as approved by the Virginia Department of Health. " 2 . Section 4 . 2 . 4 states that "in the review for and issuance of a permit for the installation of a septic system, the Virginia Department of Health shall be mindful of the intent of this section , and particularly mindful of the intent to discourage location of septic tanks and/or drainfields on slopes of twenty (20%) percent or greater. 3 . Section 4 . 2 . 2 . 1 requires two drainfield locations within the building site and 4 . 2 . 4 encourages location on slopes less than 20 percent . After consultation with the , Zoning Administrator , it is my opinion that 4 . 2 . 2 . 1 takes precedent over 4 . 2 . 4 . 4 . However, for any proposed subdivision, I would request the Health Department notify the County in any case where two drainfields cannot be located on slopes of less than 20% . Sincerely , RSK/ j cw 0494/462.642-- Ronald S . Keeler l DT a i1 _it. •. ' a - gyp • "°° JAN 8 II 1985 70 a .......„ 1.3,11r [ PLANNING DIVISION i `/� iI 7 - C r.� f � �_ � — \ igi -, ,.. \ ilk ) .,\ ----.:---.... _-- 650 A Wilisasiwitissrisil aft\ NN `—V , "----.4*5. 4reee''N , N*.N. `- II - — ----- e . ,.., .. \ -, , _.....„ , . ..\\ • 4 a-,\ -0. . '\N".___ R•...._ ,,, - w , k,\„, --,, . ssi ,• ,3„ ,0 .,,, ilw .0, era u. 9.oo *ate .. , \\ . \ . N %--1 -4.----41 * *-Q '''' .L5Ab. -40•••+...41,41*.\\\ .\ • 1,, \ .. . j • , ' ' • Illium:44 1 //- / / q4.;_irr----------.--- — .--—-.---iv,.. --' Y .,- -- ./ - xv.. 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' )/ I, ,h , lj, • ref ;i4V / t , ' .1)1; ; s ' ' . .e: \\\ -:! . •i (,'7,(r.,./. , xj_.../-_- liy \ 7 P / • .-.,.- ) , 1 • / ` ' C. • _ _ {I ALBEMARLE COUNTY ALBEMARLE COUNTY 59 7 i..-- ! " 4, .ai,s ,,.. J Zc7 it r----- 7' - . Az f, 6 isigt° \ • \*\ _. 1 .• ..i IA /fox J .±..? If:, ����ji 7/ i . 1 \ 31 \ 32 �,,,,„,_ \ \ . u+[ VI N i • 'I. • v �A� //�//uc no• TSB . .„/ / 0,401 .L._, ---,... \ •;"- 5 \ 10 % ����. 4 /� I B� 2S 17 7 . B \' ��/��/ ROUTE 6 BB .`� �/ . : , EA . 12 .II i� tNTERSi4iE 1 � I ID 01 + VI 1111 • --1---)c -) % 631 ®sal#AZAV • N k sm )'N\ 30 15 tr.!„.J.1.--7Z, -1" , 4\ N L 1442 ]oU11• 4fa c1.,6` - ".''‘ . lirdSTO 1001111^ Q. "." 14AI 2 9 ' \9 " ' qA ALBEMARLE COUNTY =/'` • 3T8 J'.�• arIlli `\ .�. 41 w 1441 +r INF 39. '71 7 1 72 '6:1w. ��• � 6411* io. � � Imo• ) .. S /lor I / 75 I •• 11110000e 35C ISAi y if N 9 1 1 / 4 / / 3s 1 14 mow•III �iod' 'r� . r---.1 .�C / �� X. / / 13 tT. I34)103111, / •® \ ) Y . loa ID" 1‘.10. -:/e2 X.` ( . •U /.. ?Ofl 24 / / /}..I vt \I\ F.-."---N!y V9..-..j )'--'434 1 if. \ti �.. / 44 of AEC I / f• .a N .7 / 72 \ / , fl \ / -/ 1 -\ c / j il .,i- .``Xw'' l 1 c \. 124 , 41G J I \\ � / , 30/1A • 1 Y \ 41Y I ? , We WI \ • 43 V. i \ ( \ \ .-rrrl_ II •41: . OJ Ai 4Lt.. . �11 l*/ .1 4L J ))/ \ \ \.) ft 9. o ) . V 4.4 ..V 4 L4 �\ as c 31 , , _4• -e\-/-I --- � \ .i®r 1 �. I .ram 1 , 1 A�p �-'-c . '--PPfaT. r 2.A (/ 1 ` ! \ \ / �3 lf\ 1 k \� 1Y/ OL��1 C h1 /Y1�NHli�y 1 �� . L w./ ` i�1 I I / 71B �',: ei Be 't"`1"VEIT — SAMUEL MILLER DISTRICT SECTION 74 «w rt`T _ � ` SAMUEL MILLER AND WHITE HALL SECTION 7. �• = "' - DISTRICTS _. ... .1 Nrf OF AL8 - (:)\) PIRG INjy DEPARTMENT of PLANNING and COMMUNITY DEVELOPMENT • 401 McIntire Road Charlottesville, VA 22901-4596 804-296-5823 MEMORANDUM TO: Gary Whelan FROM: Amelia McCulley, Planner • DATE: February 22 , 1985 RE: Site Review Committee Comments - Colston Preliminary Plat The Site Review Committee reviewed the above referenced plat on February 21 , 1985 Pertinent comments from the following agencies are attached: ❑ Planning Department - contact Planner 296-5823 Q County Engineer - contact Maynard Elrod 296-5861 Q Fire Officer - contact Ira Cortez 296-5832 - 0 Service Authority - contact Lou Rossi 296-5810 • ❑ Health Department - contact Jack Collins 295-0161 ❑ Virginia Department of Highways & Transportation - contact Jeff Echols 296-5102 ❑ ' Soil Conservation Service - contact Gordon Yager 293-2058 O Watershed Manager - William Norris - 296-5841 The Committee ' s comments will reflect information available at the time the plat was reviewed, but should not be considered final . Please revise the plat to include the attached comments and submit five (5) copies of the revised plat no later than 5 : 00 p.m. to be srhec9u1e No plat will be reviewed by the Planning Commission without all applicable technical information as required by the' Subdivision Ordinance . Failure to submit items marked with ** on the checklist will result in automatic deferral of the plat for at least one i;lonth or a recommendation for denial . PLANNING STAFF COMMENTS : COLSTON PRELIMINARY PLAT • This plat was deferred by the Site Review Committee • The applicant is put on notice that these lots as shown are subject to Board of Supervisors ' approval of the Special Use Permit. Because the approved S.P. may be somewhat different from this subdivision "plan" , the applicant is pursuing fur- ther staff review (and his staff expense and time) , at his own risk. The attached schedule of deadlines can be used to determine by what dates the requested additional information must be submitted for further review, and what date it will again go to the Site Review Committee. • Please submit a building site study for each proposed vacant lot. This and Health Department approval for septic fields must be received prior to Planning Commission action on the subdivision plat. Please submit a written request for any building on slopes of 25% or greater. • The staff's recommendation on public vs. private roads can be determined once additional information is submitted to the County Engineer. • Staff has not found a subdivision plat application and fee filed for Colston Preliminary Plat. Please stop by to fill one out and pay the fee. • The "plat" submitted for subdivision approval needs a great deal of revisions to include further information. (See attached checklist) . cc: Edgar S. Robb 1984-85 DEADLINES FOR FILING: SITE PLAN AND SUBDIVISON PLATS DEADLINE FOR FILING SITE REVIEW MEETING REVISIONS DUE PLANNING COMMISSION MEETING (Monday) (Thursday) (Monday) (Tuesday) /ecember 3, 1984 December 20, 1984 December 31, 1984 January 8, 1985 `Tecember 17, 1984 January 3, 1985 January 14, 1985 January 22, 1985 January 7, 1985 January 24, . 1985 February 4, 1985 February 12, 1985 January 22, 1985 (Tues.) February 7, 1985 February 19, 1985 (Tues.) February 26, 1985 February 4, 1985 February 21, 1985 March 4, 1985 March 12, 1985 Februar/.19, 1985 (Tues.) March 7, 1985 March 18, 1985 March 26, 1985 March 4, 1985 March 21, 1985 April 1, 1985 April 9, 1985 March 18, 1985 April 4, 1985 April 15, 1985 April 23, 1985 April 8, 1985 April 25, 1985 May 6, 1985 May 14, 1985 April 22, 1985 May 9, 1985 May 20, 1985 May 28, 1985 May 6, 1985 May 23, 1985 June 3, 1985 June 11, 1985 May 20, 1985 June 6, 1985 June 17, 1985 June 25, 1985 June 3, 1985 June 20, 1985 July 1, 1985 July 9, 1985 June 17, 1985 July 3, 1985 (Weds.) July 15, 1985 July 23, 1985 . July 8, 1985 July 25, 1985 August 5, 1985 August 13, 1985 July 22, 1985 August 8, 1985 August 19, 1985 August 27, 1985 August 5, 1985 August 22, 1985 September 3, 1985 (Tues.) September 10, 1985 August 19, 1985 September 5, 1985 September 16, 1985 September 24, 1985 September 3, 1985 (Tues.) September 19, 1985 September 30, 1985 October 8, 1985 September 16, 1985 October 3, 1985 October 14, 1985 October 22, 1985 October 7, 1985 October 24, 1985 November 4, 1985 November 12, 1985 October 21, 1985 November 7, 1985 November 18, 1985 November 26, 1985 November 4, 1985 November 21, 1985 December 2, 1985 December 10, 1985 November 18, 1985 December 5, 1985 December 16, 1985 December 26, 1985 (Thurs.) NAME OF I ECT L)o& 7 M (IC�Lt/11• k SUBDIVISION PLAT CHECKLIST PRELIMINARY AND (FINAL) APPROVAL �q0 5 � • • TM, q3-3 3 Yv ITEMS REQUIRED AT DEADLINE FOR SUBMITTALS: 4P 3M A 0 Preliminary conference with staff ❑ Application and fee ❑ Twelve (12) copies preliminary (or final) plat ❑ Two (2) copies preliminary (or final) road and drainage plans ❑ Two (2) copies building site studies - identify 25% slopes, note location, area and dimensions of building site on each lot 0 Two (2) copies traffic analysis plan if required by Virginia Department of Highways & Transportation. ITEMS REQUIRED ONE WEEK PRIOR TO PLANNING COMMISSION MEETING DATE: ag 0 HEALTH DEPARTMENT WRITTEN APPROVAL *0 Soil Scientist report if required (for five (5) lots or more if runoff control; for ten (10) lots or more if other areas) , G----SERVICE AUTHORITY WRITTEN PRELIMINARY APPROVAL IF PUBLIC WATER OR SEWER COUNTY ENGINEER WRITTEN PRELIMINARY APPROVAL 0 Runoff Control ❑ Stormwater Detention (18-22) ❑ Private road plans/profile ❑ Public road plans ❑ Drainage plans ❑ Existing private road - review of adequacy for total number of lots to be served. FIRE OFFICER WRITTEN PRELIMINARY APPROVAL (18-26) • ❑ Hydrant locations (if public water reasonably available) ! Fire flow adequate ster location and screening • zovisions for handicapped VIRGINIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION PRELIMINARY APPROVAL Aft D Public road plans/profiles O Entrance location and site distance ❑ Entrance 500' from crossover (18-37(o) ) ❑ Shared entrance recommended PLANNING STAFF APPROVAL ❑ Cv,rd,,..,ir=tntr,.+reek1rst needed ❑ Written waiver request A ❑ Technical items (next pages) 1 • TECHNICAL ITEMS REQUIRED PRELIMINARY AND FINAL PLATS: GENERAL CONTENT E1 Title of subdivision (18-52a) 440 Names/addresses of record owner, subdivider and any easement holders. (18-52a) 4 Name of - . date of drawing,number of sheets, north point, scale 1" = 100' ) (18-52a) * 0 Vicinity -p = 2,000') (18-52b) B Topo with 5' contours, boundary lines, flood plain limits (18-52c) * ❑. Location, width and names of streets, easements, right-of-way (18-52d) El Lot lines, total acreage in each use (18-52d) a( ❑ Location and dimensions of proposed streets, lots,building setback lines, easements (18-52e) A 0 Boundary survey (18-52e) 40 Land to be dedicated or reserved for public use or common private use (18-52f) - -comprehensive Plan proposals for subject property (18-52g, 18-17)NI 41" -m Preliminary plans for bridges or culverts (18-52h) tt 0 Tract boundaries if multiple sources of title (18-52i) Sr 0 Existing zoning and proposed uses (compliance with zoning) (18-52j) ' 0 Number, apprn_ax mate dimensions and area of lots (18-521) ❑ Building site on each lot - location area and dimensions (18-52o) C i} Beelopment rights assigned (RA zone) (18-52p) '*❑ Deed book reference of instrument whereby subject parcel was created (18-52q) *❑ Tax Map, parcel number (18-52r) * 0 Runoff control ordinance: 100' septic setback from streams way setbacks _y Magisterial District noted • Residue acreage noted U0)4E. Date received stamp (by staff) O Additional setback reserved in keeping with Comprehensive Plan (18-8) ? 4E O Dedication of minimum 50' right-of-way or greater if required (18-8) 4❑ Dedication of 1/2 the right-of-way (18-30) Adequate utility and drainage easements (18-12, 16) Ul Lot sizes, number of lots, building setbacks and frontage conform to zoning ordinance (18-28, 29, 30)3.F'• ❑ Satisfactory lot arrangement, design and shape. No odd-shaped elongations to provide area or frontage (18-29) A❑ Corner lot - maintain building line on both streets (18-31) U Lot sizes adequate for utilities available (18-23c) Public water or sewer provided if reasonably available (18-25) ❑ Side lot lines perpendicular to street (18-32) ❑ Remnants or out lots added to adjacent lots (18-33) O Double frontage lots require waiver (18-34) • ❑ Good orientation if adjoining major highway (18-35) . PRIVATE ROADS (18-36) lJ/Minimum lot size 5 acres; or O Two lots only; or ❑ Non-residential or non-agricultural; or ❑ Not in rural area and residential other than single-family detached; or ❑ Family Division Written waiver request under: O Section 18-36(c) - Private road would benefit environment or public interest O Section 18-36(f) - Request access to public street O Section 18-36(g) - Existing easement of fixed width. Road is adequate to carry expected traffic volume; including: ❑ Width of easement 0 Width of travelway ❑ Base/surface treatment O Sight distance el Comprehensive plan shows no public road planned ❑ Fee of road is owned by adjacent owners or homeowners association O No through traffic; no more than one intersection with State highway 2 Notes on plat: 4❑ No further subdivision without Planning Commission approval 4$fletlals l>.E44., ' APO Only one dwelling per lot ❑ All lots enter onto private road f�I. r i vA rc// r"A L ` i1 Street name sign ►'OVA I I f ) riva e maintenance sign, if required GENERAL ROAD DESIGN (18-37) 0 Alignment: continuation of existing streets ❑ Layout: discourage through traffic in residential areas but avoid jogs ❑ Angle: 80' or greater at intersections 0 Access: to adjoing parcels for orderly development ❑ Grade: 8% maximum or 10% with special circumstances;paved ditches on 5% grades O Right-of-way width: mimimum 50'; Major highways to conform to Comprehensive Plan ❑ Cul-de-sacs: minumum 50' right-of-way radius; mimimum 40' paved radius. Length to be determined by Planning Commission. ❑ Temporary cul-de-sacs: required if street exceeds 300' or serves more than four residences ❑ Alleys: 20' right-of-way if required for parking or service ❑ Reserved or spite strips not permitted ❑ Service drives: reserved adjacent to a major highway PUBLIC STREETS (18-39) ❑ Virginia Department of Highways & Transportation construction standards r 0 Street names - shall not duplicate existing streets in City or County unless a continuation of existing street O Street signs - required at intersections O Sidewalks and curb and gutter if required 0 Existing public road improved to accomodate proposed traffic ADDITIONAL TECHNICAL ITEMS REQUIRED - FINAL PLATS: GENERAL CONTENT 4❑ Original maximum size 11" x 18" (18-55) 44❑ Notarized owner's approval statement and signature (18-55b) IWO Signature panels for Chairman, Planning Commission and Agent, Board of Supervisors (18-55k) k❑ Linear - angular dimensions and curve data (18-55d) C Lot numbers and block identification (18-55e) G'Lot size in square feet indicated on each parcel (18-55f) ❑ Location and material of permanent reference monuments (18-55g) Bearing and distance tie (18-55h) 4D,Restrictions imposed by Board of Supervisors (18-55j) LY Note regarding temporary cul-de-sac (18-551) ITEMS REQUIRED PRIOR TO SIGNING PLAT (FINAL APPROVAL) : ❑ Planning staff final approval ❑ Service Authority final approval ❑ County Engineer final approval ❑ Fire Officer final approval ❑ Virginia Department of Highways & Transportation final approval 110 County Attorney approval of homeowners' documents (18-7)(0)01r4ttkf?A) ❑ Bond posted for all public improvements (18-19) ❑ Soil Erosion and Sedimentation permit (18-24) ❑ Runoff control permit 3 AL3EN/ ARLE COUNTY SERVICE AUTHQRITh MEMO To: Amelia McCulley FROM: W. L. Rossie, Chief Engineer DATE: February 20, 1985 RE: Site Plan Technical Review for: Colston Preliminary Plat (TM 73, Parcel 33) The below checked items apply to this site. x 1. This site plan kg/is not within the Authority's jurisdictional area for: X A. Water and sewer B. Water only C. Water only to existing structure D. Limited service 2. A inch water line is located approximately distant. 3. Fire flow from nearest public hydrant, located distant from this site plan, is gpm+ at 20 psi residual . 4. A inch sewer—line is located distant. 5. An Industrial Waste Ordinance survey form must be completed. 6. No improvements or obstructions shall be placed within existing or future easements. 7. and plans are currently under review. 8. and plans have been received and approved. 9. No plans Are required. 10. Final and plans are required for our review and approval prior to construction. Comments: This site plan is approximately 4 .miles outside the Authority's jurisdictional area. The site plan does not show or incorrectly shows: meter locations water line size water line locations sewer line size sewer line locations expected wastewater flows easements expected water demands HAROLD C KING.COMMISSIONER OSCAR K.MABRY EUGENE M BANE,GRUNDY.BRISTOL DISTRICT "Eft DEPUTY COMMISSIONER I GE,IRf E VAUGIIAN,JR,GALAX,SAI.EM DISTRICT J.M.WRAY,JR. CHIEF ENGINEER JAMES L DAVIDSON,JR,LYNCHBURG,LYNCHBURG DISTRICT I J.T WARREN WM M T FORRESTER,RICHMOND,RICNMOND DISTRICT DIRECTOR OF ADMINISTRATION HICHARD G BRYDGES.VIRGINIA BEACH.SUFFOLK DISTRICT ;yr'L^, H.W.WORRALL c 7- DIRECTOR OF FINANCE H R.HUMPHREYS.JR,WEEMS,FREDERICKSBURG DISTRICT JACK HODGE JOSEPH M GUIFFRE,ALEXANDRIA,CULPEPER DISTRICT ASSISTANT CHIEF ENGINEER ROBERT W SMA BERRYVILLE,STAU DISTRICT COMMONWEALTH ®f VI��INIA SALL D R CTOR OF RAIL AND PUBLIC TRANSPORTATION T EUGENE SMITH,H.MC MCLEAN,AT LARGE-URBAN J.G.RIPLEY ROBERT A.OUICKE,BLACKSTONE,AT LARGE-RURAL DEPARTMENT OF HIGHWAYS & TRANSPORTATION DIRECTOR OF PLANNING AND PROGRAMMING P. 0. Box 2013 Charlottesville, Va. 22902-0013 February 20, 1985 Site Plan Review Meeting February 21, 1985 Items 1-3 Ms. Amelia McCulley Department of Planning g and Community Development County of Albemarle 401 McIntire Road Charlottesville, Va. 22901-4596 Dear Ms. McCulley: The following are our comments: 1. Willow Lake Townhouse Site Plan, Route 20 S. : The Department is currently reviewing the road plans for this development and will make comments concerning the roads at a later date. This plan appears to be in accordance with the proposed approved plan for this development. 2. Eden M. Lyster Preliminary Plat, Route 601: This preliminary plat is on a private road and the Department has no comments. 14• Colston Preliminary Plat, Route 708: The Department recommends that 25' of right of way be dedicated from the center of Route 708 along the frontage of this property, if not previously done. The two proposed entrances to serve this development as indicated on this plan have adequate sight distance. The Department recommends that all lots within this development have access to the internal roads and not Route 708. The Department will need to review and approve road plans for roads that are to be added to the State System. #191510 gF'�f 4. t,OT E I, . ALBEMARLE - CHARLOTTESVILLE tr.y., >kG�N�I�� OFFICE OF WATERSHED MANAGEMENT + �.,� A' 401 MCINTIRE ROAD CHARLOTTESVILLE. VIRGINIA 22901-4596 WILLIAM K.NORRIS TELEPHONE WATERSHED MANAGEMENT OFFICIAL (804) 296-5841 WATERSHED MANAGEMENT REVIEW FORM Date of Review Request : February 7 , 1985 Date of Review: February 7 , 1985 Type of Plan/Review: Preliminary Plat Date of Plan : January 25 , 1985 Project Identification: Colston/Edgar Robb Tax Map : 73 Parcel: 33 Location: In the south east corner of the intersection of St. Routes 708 and 637 . Watershed Boundaries : . Watershed: South Fork Rivanna River Sub Watershed: Ivy Creek Basin: Upper Ivy Creek Sub Basin: Comments/Recommendations : Within a watersupply watershed management area, therefore , the ultimate development of this parcel should recognize and abide by the appropriate septic set back requirements and the Runoff Control regulations . t-Eb 1 4 1oc:1 I" ' '• IPA ', DIVISION I Prepared by: 7/ ,,�� - -, " /�`l Itd-- M1 • CONTACT PERSON: AMELIA McCULLEY: 1. Willow Lake Townhouse Site Plan — See previous comments 2. Eden M. Lyster Preliminary Plat — No comment. V Colston Preliminary Plat — Soils in this area consist of Hayesville loam, Cullen loam on the ridges and Ashe loam on the steeper slopes. The Hayesville and Cullen are deep, well drained soils. The Ashe is very shallow soil found on steeper slopes. There are some areas of floodplain soils found along the streams. CONTACT PERSON: MARCIA JOSEPH: 1. Buck Falls Final Plat — Soils in this area consist of Hayesville loam, Chester loam and Elioak loam. These are all deep, well drained soils. There may be some shallow soils on the steeper slopes over 15%. 2. Fox Hill Farm Staff Quarters Site Plan — No comment. 3. Branchlands Shopping Center Site Plan — This site consists of Glenelg loam and Elioak loam on the ridges, Hazel loam on the steeper slopes, and Chewacla and Wehadkee on the floodplains. The Glenelg and Elioak are deep, well drained soils that are very erosive. The Hazel is a very shallow soil to bedrock. The Wehadkee and Chewacla are poorly drained and subject to frequent flooding. This site as planned will involve extensive land grading on erosive soils and in frequently flooded areas. Natural floodplains will be blocked and replaced with concrete pipes. This project could act as a dam if storm runoff could not pass through the underground piping system. COMMONWEALTH of VIRGINIA IN COUPE-RATION WITH THE Thomas Jefferson Health. District ALBEMARLE-CHARLOT TESVILLE St ATE DEPARTMENT OF HEALTH FLUVANNA COUNTY(PALMYRA) 1138 JLOS(' Hill [)'rive GREENE COUNTY(STANARDSVILL El P.O.0. Box 7546 LOUISA COUNTY(LOUISA) NELSON COUNTY(LOVINGSTON) CluLrluttesrille, Virginia 22906 (804)29i -0161 MEMORANDUM TO: Amelia McCulley and Marcia Joseph, Planners FROM: Jack Collins 941 e- t DATE: February 13, 1985 SUBJECT: Site Review Committee Meeting, Feb. 21, 1985, 10:00 A.M. CONTACT PERSON: AMELIA McCULLEY 1. Willow Lake Townhouse Site Plan - public water and sewer. 2. Eden M. Lyster Preliminary Plat - Health dept. has not been contacted. Will need our approval. VColston Preliminary Plat - Soils work has been done by E.O. Gooch and Assoc. The sanitarian having that area, Mr. Craun, is in the process of reviewing report. CONTACT PERSON: MARCIA JOSEPH 1. Buck Falls Final Plat - Health dept. has not been contacted. Will need soil scientist report. 2. Fox Hill Farm Staff Quarters Site Plan - Health dept. has not been contacted. Health dept. needs to make soil study for approval. 3. Branchlands Shopping Center Site Plan - Public water and sewer. k`-'-T'41 +Ls t t'Eth 1 4 1985 PLANNING DIVISION