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HomeMy WebLinkAboutSDP000000076 Letter of Revision LOR #2 2019-09-16COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 September 16, 2019 Neale Craft 401 McIntire Rd. Charlottesville, VA 22902 RE: LOR # 2 for SDP000000076; Chris Greene Lake Tax Map/Parcel Number 03200-00-00-004I0 Dear Mr. Craft, This letter is in response to the attached Letter of Revision Request dated September 13, 2019. The Department of Community Development hereby grants approval of this LOR for the following modification to SDP-76, depicted on the modified site plan and described below. 1. Placement of two (2) pre -manufactured vault toilet facilities on parcel, including grading, sidewalks and landscaping. This change is noted in the attached request and plan. This is the second Letter of Revision for this site. A total of three LORs may be requested after which any further changes to the plan will require submission in the form of a site plan amendment application. Sincerely, Jeff P. Baker Senior Planner Attachments: Letter of Request & Application Revised Site Plan Application for Letter of Revisio rmcicn(V-71" l M Letter of Revision = $108 _ This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: 5 t9 P _ 7 Contact (who should we contact about this project) Neale Craft Street Address Co Ovffice Bldg., 401 McIntire Rd., city Charlottewsville State VA Phone Number 872.4501 ext. 3370 Owner of Record Co. of Albemarle Street Address Same as above CitySams as above Phone Number Same as above ADDlicantNeale Craft Street Address Same as above Phone Number SUBMITTAL REQUIREMENTS: State 22902 mail ncraft@albemarle.org Email ❑ The appropriate fee, ❑ The site plan number that the change applies to, ❑ A request letter describing the proposed changes from the owner or authorized agent, ❑ 4 copies of the plan that shows the proposed changes, Code Changes must be shown on the sheet or sheets from the approved final site plan, or on an 11"X17" copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my kno ledge and belie 4w� -7117 1/ q Signa e of Owner, Agent I Dat FOR OFFICE USE ONLY LO # _ VTO 6k'(Fj % rct Fee Amount $ --- Date Paid By who? Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4/23/2018 Page 1 of 1 /j 201 q(- 01 7)--( M COUNTY OF ALBEMARLE Facilities & Environmental Services Facilities Planning and Construction Division 401 McIntire Road, Room 420 Charlottesville, Virginia 22902-4596 Phone (434) 872-4501 Fax (434) 293-0294 To: Jeff Baker, Community Development - Planning From: Neale Craft, Department of Facilities Planning and Construction Date: 9/13/19 Re: Request for Letter of Revision to Site Plan for Vault Toilets at Chris Greene Lake Park This is to request a Letter of Revision to allow 2 new premanufactured vault toilets to be install in the locations identified on the GIS views attached to this document. Work will include grading, sidewalks and landscaping. The last approved site plan for the school is SDP-000-000076. The last Please contact me with any questions or if you need any additional information. This is to request a Letter of Revision to allow two new premanufactured vault toilets to be install in the locations identified on the GIS views attached to this document. Work will include excavating for the vault, grading around the structure, sidewalks and landscaping. LOR #2 for SDP-000-000076, Tax Map and Parcel 34-I1. The Application for LOR and 2 A print outs of GIS view of the proposed area for the new vault toilets are attached. Please contact me with any questions or if you need any additional information. Attachments: Application for LOR GIS map of proposed vault toilet locations. Cc:file ' F:,:{.. i 4'} v' -. . it`�.iu � ..mod .'. -` _ Q, `�� � • ,�,� � � . _ �r* 'dtC � � L~a, � ,.,yt _sc a i''• 4i '^ .'.. T `�� �!' sV"�' + i r-�'? :t F # �~ - `. ...;. 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A• ,� .,s - / s t at ;� •, 44 ## .w .� yd + �Y �y �M- •" �! w t" �� s�'1� ,�'ea� d `� �,+� .� � .- 't* i H - � yg � t • ti s _ ,y R 7 ANO Ar 1c Lh t d ( vw I � -ro� lo/4 Uo�o©o7b CHRIS GREENE LAKE COUNTY of ALBEMARLE, VIRGINIA DEPARTMENT of 'ARKS and RECREATION L E G E N D OAMPG MOMENT I � SURFACE WATER vv % �\ -/ .5-' I/ °—° TOPOGRAPHY ° a 1 CONT OUR � INTERVAL USCS ENLARGED PAVED A.LESS ROAD rm� PAVED SERVICE ROAD UNPAVED SERVICE GOAD ww , . —�- TRAIL L ! \ \"RE a0A0 S —I \I \\{ \II j \\ V ``, "'",.....�"" \• \\�`_` � PARKING AREA •! I � i ......� , �. ` ..�....,....---..-...w---'„•`.. \ �_ T L 1 TOT 1— PIER \ \ �.1 �.,�� " -� """ y' .." w ,.'- "`.--�•----•--- {� ! _ \ B,E A C N A REA U TY U.—S. B. �- //�✓//jjj SMELTER E. BATH HOUSE COMFORT STATIONC �+ % �SO JC�..[ PICNIC AREA CAMPSITEol - IF �- —SITE LOCATION o V1TIF N O R T H v\ Cr 4 e\ j Ds°,°° z°° .DB Bo° loon \ I %/ / \ cn=.I.,,=:•u" 'T VICINITY -MAP 1 '= 200' DRAwN PGHF,!STOPHEFC \UNSON SHEET No. PROVED DATE: 1� JUNE IBT3 REVISION SCALE,' 2 ;7 J, V,00LK, 4, F 7 e 26 0 ;x r< vc, I L; 1r.L L) UiTFI I i ;i 1A, P r1.,1..� small barbecue pit �f �t.<.1-,,r.! i ,/.r =�i� 1 -.-1�- �`,., �.� .ter r group picnic table trash receptacle I Dr...17 11:, El water fountain wi,e fence foot trail .................... ..—.wirnrn— are. Q Its date N— 17,1969 COUNTY of ALBEMARL'E TYPICAL PARKING PLANNING DEPARTMENT SPACE Chris Greene Lake RECREATION AREA PHASF1 contour interval - 2'(detum assumed) ..denotes -staff parking 1, - - 5 , o . *NOTE- Sawcut existing ` EX. Asphalt paving ` , -: - ' IdLPDA LAND PLANNING & DESIGN asphalt, remove asphalt - _ (6) LITTLE BLUES M A s s o c I A T E s and subbase to subgrade. County - � - _ ' ' - � ` - > 1006 E. Jefferson Street Suite B New subbase under Standard - - - - -- County Standard B Jard Charlottesville, Virginia ■ www.lpda.net 434 296-2108 ■ Fax434 296 2109 building and walkway Bollard ' footprint, add topsoil to 1" r > > 10 PHLQX ( )l;' Project rtle above adjacent asphalt Concrete walkway, VAULT paving. Build curb and L04 walkway as per detail. 460.8 front flush with asphalt edge TOILETS 2' 1'-6" Building set on 6 X;' ALBEMARLE crushed stone COUNTY base 2' wider than building}X - +FFE 46 .30 Vent to be located on 5' Flush curb southwest facing wall , / APPROVED ° - x ` `> Weep drain 'by the Albemarle Ct.,aitty - - - - - - - i r �ci�'�r�'t.ln� Dev dopr�Ipniepal'rnant Sawcut asphalt --- r ` Sawcut edge of asphalt ; 10w __ —� 9 r ,. tale LoR.�Uo�Z C5 P Z -- 4 61.29 OI •' o-_; l `` _--� �, EX. TURF AND TREES County 31- ' 5' { Standard Bollard 61.19 2 Concrete curb, heW vas Na Revision Date (6) YUCCA r 6,1 19 _ L04 from flush to "` (1) ABELIA—'� 2' 1j.09 i Concrete walkway, approx. 12" 1 L04 / 12" Curb , Drown by JEM Checked by BM Scale 1 4 Date 07252019 above asphalt grade on south EX. Asphalt edge paving Grp Sawcut edge Steps 3 of asphalt L04 A. EASI-SETO Restroom building shall bear fully on a crushed stone base that is at least two feet larger than the length and width of building. B. Stone shall be a minimum of 4" thick and down to firm subgrade. The vertical soil capacity under Issued for CONSTRUCTION Drowinq Title BUILDING # 1 CHRIS GREENE LAKE stone shall be compacted to have minimum bearing of 1,500 pounds per square foot. Stone shall be 500yr. floodplain more than 80' east of project. LAKE PARKING LOT 3/8" or smaller and must be screeded level within'/" in both directions. Stone shall be placed within a perimeter form having a flat and level top edge for screeding. Forming material shall remain around .5' 2' Drcwir,g Number stone until after the building is set. C. The crushed stone base shall be kept within the confines of the soil or perimeter form. Do not allow 0' 1' 4' 8' L01 the base to become unconfined so that it may wash, erode, or otherwise be undermined. D. Provide ositive drainage around the building. Scale- 1"=4'-0" Project Number r� - - -- - - -- - ------ - 00000-OOC QTY SCIENTIFIC NAME COMMON NAME COND. SIZE SPACE Shrub Ever reen 1 Abefa randiflora'!-He Richard' Little Richard Abelia #3 18"-24" 2.5' 6 Yucca Namentosa Yucca QUART 2-3 24-36" Grasses 6 Schizach rium sco arum Little Bluestem #1 24 4II" 1£3" Ground Cover Perennial 10 Phlox paniculata Garden Phlox Point of elec *NOTE: Demo items: CILPDA _ 2 trees block IAND PLANNING &DESIGN - concrete stop A S S O C I A T E S - edge of asphalt pavement 1006 E. Jefferson street Suite B Charlottesville, Virginia ■ www.lpda.net 434-2962108 ■ Fax 434-2962109 Remove and stockpile exisitng connecti from J duff layer and topsoil layer Froe°t Title panel n pic _ when grading. replace topsoil shel r. EX. TREES '� `r' "? and duff after slope has been VAULT 4�-9sf3 TOILETS ,'498.27 ex. established. ALBEMARLE +4, 1 _ COUNTY EX. Asphalt paving I --. j . ... x B +FFE 40 _ B I -- - - - L04 Concrete walkway, front flush with 98 asphalt edge 498.58 4'98:58 —� ;1 { 51 >? Building set on + , - 4: I :-1 1 crushed stone base 2' wider i' j j-' .' ram- Sawcut edge of asphalt g p No. Revision Date than building '_� i Vent tC5/be l0 ated On SOUL Drawn by JEM checked by BM i ,�� �. facing Wall �l I Scale 1:4 Date 07.25.2019 ti t Issued for 4 ` 5 CONSTRUCTION r A. EAST -SET® Restroom building shall bear fully on a crushed stone base that is at least two 1i 4 i /.... Droving Title feet larger than the length and width of building. / BUILDING #2 B. Stone shall be a minimum of 4" thick and down to firm subgrade. The vertical soil capacity I' - under stone shall be compacted to have minimum bearing of 1,500 pounds per square foot. � � 4 � / ' CHRIS GREENE LAKE / Stone shall be 3/8" or smaller and must be screeded level within'/4" in both directions. Stoner / C ,? shall be placed within a perimeter form having a flat and level top edge for screeding. ,' ' PICNIC SHELTER AREA Forming material shall remain around stone until after the building is set. i •5' 2' Drawing Number C. The crushed stone base shall be kept within the confines of the soil or perimeter form. Do .X. TREES , not allow the base to become unconfined so that it may wash, erode, or otherwise be 0' 1' 4' 8' L02 undermined. 500yr. flood plain more than 300 w t of D. Provide positive drainage around the building. - building corner. Scale: 1 -4 -0 Project Number ' - _ 00000-OOC Concrete Walkway Scale 3/4"=1'0" 2 � Concrete Curb Scale 3/4"=1'0" WWM #6, 6"X6" 4" 3000 PSI CONCRETE BROOM FINISH 4" 21-A STONE BASE COMPACTED SUBGRADE OR UNDISTURBED SOIL NOTE: CONTROL JOINTS EQUALLY SPACED EXPANSION JOINTS LOCATED 1. EVERY 30' 2. SEPERATE CONCRETE POURS 3. VERTICAL PROJECTIONS !UILDING 4 VALL �j BALL DIAMETER Shrub Planting NTS EXP. JOINT W/ #4 SMOOTH A-3 CONCRETE BAR, TYP. W/ SLEEVE IN SIDEWALK, TOP OF STAIRS 7 z" RAD. Slope to drain EXISTING ASPHALT /�. �k Steps SET PLUMB 3" OF MULCH EXISTING ASPHALT EXISTING GRADE TOPSOIL REMOVE BURLAP FROM TOP Y3 OF ROOT BALL, ROUGHEN ROOT BALL FOR CONTAINER GROWN STOCK Expansion Joint Existing Asphalt 6" VDOT #21-A AGG., TYP. dLPDA LAND PLANNING & DESIGN A S S 0 C I A T E S 1006 E. Jefferson Street Suite B Charlottesville, Virginia ■ www.lpda.net 434 296-2108 0 Fax 434 296-2109 Project Title VAULT TOILETS ALBEMARLE COUNTY No. Revision Date Drawn by JEM Checked by BM Scale 1:4 Date 07.25.2019 Issued for CONSTRUCTION Drawing Title DETAILS Drawing Number L04 L04 Scale 3/4"=1'0" Project Number 00000-OOC Section A -A' sheet L01 5 -04 503 64. 12 1 4" Crushed 5'0!'-'1 stone bed 4,91 -t r" v t I H d 4" Crushed Z j stone bed Clean fill - / Excavate to / minimize fill area 0ob-8&' o.� G Remove asphalt and all sub base layers in planting beds 12" min topsoil in planting bed B' CILPDA LAND PLANNING & DESIGN A S S O C I A T E S 1006 E. Jefferson Street Suite B Charlottesville, Virginia ■ www.lpda.net 4342962108 ■ Fax 4342962109 Project Title VAULT TOILETS ALBEMARLE COUNTY No. Revision Date Drawn by JEM Checked by BM Scale 1:4 Date 07.25.2019 Issued for CONSTRUCTION Drawing Title SECTIONS The vertica so i capacity un er stone shall be compacted to have minimum — — —� 5' 2' Drawing Number bearing of 1,500 pounds per square L05foot 0' 11 4' Section B-B' sheet L02 Scale: 1 "=4'-0" Project Number 00000-OOC