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HomeMy WebLinkAboutARB201900052 Application 2019-04-23C. Matthew Wertman, Sr. Project Manager Facilities & Environmental Services Department Facilities Planning & Construction Division 401 McIntire Rd. Charlottesville, VA 22902 April 22, 2019 Margaret Maliszewski, Chief of Planning Community Development Department 401 McIntire Rd. Charlottesville, VA 22902 Re: 6 Classroom Trailer at Brownsville ES Dear Margaret, This letter is to serve as an official request to install a new 6-classroom trailer at Brownsville Elementary School in accordance with the County's Architectural Review Board processes. Enclosed you will find the following pieces of information: • Application Form • Application Checklist • Existing Site Plan • Proposed Site Plan (as part of the submitted Minor Site Plan Amendment package) • Proposed Trailer Floor Plan and Elevations • Color Selection Sheet • Brochure of nearly identical trailer installed at Scottsville ES • Views from 250 • Material Samples (submitted separately) Should you have any additional questions or need any additional information, please do not hesitate to reach out. Thanks! I C. Matthew Wertman Enclosures Architectural Review Board Application ��� LY N Part A: Applicant, Contact and Parcel Information Project Name: Brownsville ES 6 Classroom Trailer Tax map and parcel(s): 05600-00-00-017A0 Physical Street Address: 5870 Rockfish Gap Turnpike Contact Person: Matt Wertman, Sr. Project Manager Business Name: County of Albemarle - Facilities & Environmental Services Address 401 McIntire Rd. City Charlottesville State VA zip 22902 Daytime Phone 4( 34) 872-4501 x3223 Fax # (434 293-0294 E-mail mwertman@albemade.org Owner of Record: County of Albemarle School Board Address 401 McIntire Rd. City Charlottesville State VA Zip 22902 Daytime Phone 4( 34) 296-5820 Fax # U E-mail Part B: Review Type and Fee Select review type Review by the Architectural Review Board Conceptual Plan/Advisory Review (for a Special Use Permit or a No Fee Rezoning) Preliminary/Initial Review of a Site Development Plan No Fee Final Review of a Site Development Plan $1075.00 Amendment to an approved Certificate of Appropriateness $ 242.00 Building Permit Review $ 634.00 County -wide Certificate of Appropriateness Structures 750' or more from the EC, no taller than 5 stories No Fee Structures located behind a structure that fronts the EC No Fee Personal wireless service facilities No Fee Fencing or Equipment or Lighting No Fee Additions to ARB-approved buildings No Fee X Minor amendments to site or architectural plans No Fee Building permits where the change is 50% or less of the altered elevation No Fee NOTE: For SIGNS, use the combined APPLICATION AND CHEKLIST FOR SIGNS. FOR OFFICE USE ONLY BP# Fee Amount $_ _ Date Paid By who? ARB# Receipt # Check # By County of Albemarle Dept of Community Development, 401 McIntire Rd, Charlottesville, VA 22902 Voice: (434) 296-5832 Fag: (434) 9724126 10/2015 Page 1 of 2 OVER � Part C: Description of Proposal Describe your proposal. Attach a separate sheet if necessary. Small classroom trailer added to the site to accommodate increasing student population. Total new area is approximately 6,144 SF. The intention is for this to be a temporary structure that will only be on -site for approximately three (3) years. I Part D: Applicant Agreement Applicant must read and sign • Each application package must contain (8) folded copies of all plans and documents being submitted. Only (1) set of building material samples is required. All submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. • Only complete application packages will be scheduled for ARB review. The application package is not complete without the appropriate checklist, completed, signed, and included with the required submittal materials indicated on the checklisit I hereby certify that I own the subject property or have the legal power to act on behalf of the owner in filing this application. *See submittal requirements below. I also certify that the information provided on this application and accompanying information is accurate, true, and correct to the best of my knowledge, and that the attached plans contain all information requir d by the appropriate checklist. <2 4/22/19 Signature of owner, owner's epresentative Date or contract purchaser C. Matthew Wertman, Sr. Project Manager Printed name, Title 434-975-9340 Daytime phone number of Signatory *Ownership Information: • If ownership of the property is in the name of any type of legal entity or organization including, but not limited to, the name of a corporation, partnership or association, or in the name of a trust, or in a fictitious name, a document acceptable to the County must be submitted certifying that the person signing above has the authority to do so. • If the applicant is a contract purchaser, a document acceptable to the County must be submitted containing the owner's written consent to the application. • If the applicant is the agent of the owner, a document acceptable to the County must be submitted that is evidence of the existence and scope of the agency. Attach the owner's written consent. 11/2010 Page 2 of 2 OVER � of } Architectural Review Board IAIi" U �- Amendment to a Site Development Plan Submittal Requirements Checklist Part A: Applicant Contact and Parcel Information Project name: Brownsville ES 6 Classroom Trailer ARB # Tax map and parcel #: 05600-00-00-017AO Physical street address (if assigned): 5870 Rockfish Gap Turnpike, Crozet, VA 22932 Location of property (landmarks, intersections, or other): Brownsville Elementary School Contact person: Matt Wertman, Sr. Project Manager Business name: County of Albemarle - Facilities & Environmental Services Address: 401 McIntire Rd. Daytime phone: 872-4501 x3223 City: Charlottesville Fax: 434-293-0294 State: VA Zip: 22902 Email: mwertman@albemarle.org Part B: Revisions to a CofA / Amendment to a SDP Requirements Checklist Important Note: Submittal packages must contain (8) collated copies of all information unless otherwise indicated. A. Written description of the proposal 0 Provide a description of the revised/amended proposal. Identify all proposed changes from the previously approved submittal. ❑ Provide a revised materials list if any of the building materials or material color(s) have changed. B. Site plan showing the following (drawn to the scale of 1 "=20 , clearly legible and folded): Show all proposed changes to the previously approved plan including site layout, landscaping, lighting, and all site features, with changed features clouded and clearly identified on the plan. 0 Sheet number, total number of sheets, date of the drawing, date and description of the latest revision, and contact information for the firm preparing the drawings in the title block on all drawings. 0 Provide the original plan and existing conditions. C. Appearance of the building(s) (architectural elevations, color perspective sketches, site sections): © Dimensioned architectural elevations of the proposed building(s) showing all changes to the previously approved building(s) design. Elevations must be drawn to a minimum scale of 1/16"=V-0". A larger scale may be required. Include a building materials schedule and key on the elevation drawings. One set of all building materials / colors if changed from the previously approved submittal. 1 Revised 7/28/10 D. Additional material The applicant is welcome to submit any additional material that will make the revision to a certificate of appropriateness/amendment to a site development plan review more productive. Drawings or other submittal items that clarify topography, visibility, utilities, landscaping, or other unique or unusual conditions are welcome. Part Q Applicant Agreement Applicant must read and sign • Each application package must contain (8) folded copies of all plans and documents being submitted. Only (1) set of building material samples is required if the building materials have changed. All submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. All information in this checklist is required, unless specifically waived by the ARB, prior to processing a revision to a certificate of appropriateness / amendment to a site development plan review by the ARB. Additional submittal materials may be required, depending on the proposal. Only complete application packages will be scheduled for ARB review. The application packa a is not complete without this checklist completed, signed. and included with the required submittal materials indicated on the checklist. In representing the above referenced firm submitting this application for review, i hereby state that the information provided in this application, and aft accompanying information, is accurate, true and correct to the best of my knowledge, and that the attached plans contain all information required by this checklist Aigna ure of person completing checklist Matt Wertman, Sr. Project Manager Printed Name / Title 4/22/19 Date 434-872-4501 x3223 Daytime phone number of Signatory County of Albemarle Department of Planning and Community Development 401 McIntire Road, Charlottesville, VA 22902-4596 (434) 296-5832 Tel, (434) 972-4126 Fax www.albemarle.org 2 Revised 7/28/10 I CONTRAC70RITO CONTR�L MAT- E STAB LSHI A ALONG -THE. ISCOPE 0 ° °2 o r ° 0 DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. LENGTH" SLOPE INVERT INVERT MATERIAL INLET Curb INLET SLOT RIM" COMMENTS (in.) (ft.) (%) IN OUT TYPE Type STATION LENGTH ELEVATION 2 DI-213 CG-6 1000.0 6 683.00 IS-1 REQ'D 3 15 6.90 0.54% 678.40 678.36 HDPE 4 DI-2B CG-6 1006.9 6 683.40 IS-1 REQ'D 5 15 65.39 0.50% 678.26 677.94 HDPE 6 DI-71 - 1072.3 - 684.58 IS-1 REQ'D, TYPE 3 GRATE INLET 7 18 127.01 0.50% 677.84 677.20 HDPE 8 MH-1 1199.3 683.12 IS-1 REQ'D 9 18 44.95 0.66% 677.10 676.80 HDPE 10 DI-71 1244.3 683.22 IS-1 REQ'D, TYPE 3 GRATE INLET 11 18 130.50 0.57% 676.70 675.95 HDPE 12 DI-71 1374.8 683.23 IS-1 REQ'D, TYPE 3 GRATE INLET 13 18 151.52 0.50% 675.85 675.09 HDPE 14 DI-71 1526.3 683.00 IS-1 REQ'D, TYPE 3 GRATE INLET 15 24 30.04 0.50% 674.99 674.84 HDPE 16 MH-1 1556.3 682.93 IS-1 REQ'D 17 24 141.81 2.04% 674.74 671.85 HDPE 18 MH-1 1698.1 681.67 IS-1 REQ'D / 19 24 5.30 0.50% 671.75 671.72 HDPE ODET MH-1 - 1702.1 - 674.52 RAIN TANK a21 42 4.00 0.50% 669.92 669.90 HDPE 22 MH-1 1731.6 674.52 IS-1 REQ'D 23 24 24.16 0.50% 669.80 669.68 HDPE 26 DI-71 1640.1 683.14 IS-1 REQ'D, TYPE 3 GRATE INLET )7.41 0.90% 676.92 675.95 D.I. CL. 52 �UEU ASPHALT PLAY AREA 3 BASKETBALL GOALS RELOCATED EXISTING EAST PLAYGROUND - ARCHITECTURAL DRA-WINGS� ')URFACE PLAY AREA WITH SWINGSET _AY STRUCTURES RELOCATED FROM G EAST PLAYGROUND- RCHITECTURAL DRAWINGS 61,5 YARD INLET DESCRIPTIONS O8" CLEANOUT D 8" CLEANOUT G 8" CLEANOUT O 8" CLEANOUT TOP=684.60 O TOP=683.68 - TOP-_ 683.68 TOP-683.68 INV.=680.00 INV.=679.00 INV.=678.32 INV.=679.00 A B L=111.04' D- 10 L= 5.30' O G L= 53.33' O O O O_ K L L=117.82' O = 77% S=3.60� S 1.11� S 3. ° O O 8" ADS PIPE 8" ADS PIPE 8" ADS PIPE 8AD % 8" ADS PIPE O 8" CLEANOUT 10 DI-7 O 8" CLEANOUT L 8" CLEANOUT TOP=684.60 O SEE DRAINAGE TOP=683.68 O TOP=683.68 INV.=678.67 DESCRIPTIONS INV.=679.00 INV.=677.53 O 6 50. O L=99' INV.IN=678.80 O O L=259,47' L=10.84' S=143% 8 L 26 S=1.00� O O 8" ADS PIPE O CLEANOUT 10" ADS PIPE S-4.70� TOP=683.68 8" ADS PIPE 6 DI-7 INV.=679.00 OG 8" CLEANOUT O SEE DRAINAGE H I _ , TOP=683.68 M 8" CLEANOUT L-97.54 O DESCRIPTIONS O O S=08.59% INV.=676.40 TOP=683.68 O INV.IN=677.94 INV.=679.00 ADS PIPE 14 L=27.80' E 8" CLEANOUT „ G O M- 26 L=26.34' J 8 CLEANOUT S=0.65% O O TOP=683.68 O S= 7.52% INV-679.00 TOP=683.68 10 ADS PIPE g" ADS PIPE INV. =679.00 E D J I SEEDRAINAGE L=7.35' 14 D7DI-7 L=65.09' O O O O S=7.89% 26 SEE DRAINAGE S=2.57% DESCRIPTIONS 8" ADS PIPE 8" ADS PIPE INV.IN=676.22 DESCRIPTIONS INV.IN=677.02 NOTE: LOCATI0 OF UND�R(�ROUND ELECTRICAL I\ \ LINE. CONT�AC OR SHALL VERIFY DEPTH AND LOCATION RIO TO GRADING AND CONSTRUCTION. % 686 \� EXISTING ADEQUATE OUTFACE \� LOCATION OF UNDE GROUND -V­/RI A CHANNEL I\ RAINTANI�SYSTM� I ,, EXISTING SANITARY SEWER AND LATERAL CLEAN -OUT EL.=681.0' 1 STd,RY BRICK SCH�OL FFE=684.68' a AUTOMOBILE D OP -OFF e REF. ARCHITECTURAL AINU VI AREA MUST DRAWINGS IN THIS AREA REMAIN OPERATIONAL DURING - - " ONTR,ACTOR TO USE EROSION l -- CONTROL MATTING TO HELP12BY _ F'AS � PIPE FIR M TANK FILTER MANHOLE ESTABLISH A GRASS COVER ( RUCtURE #18) TO DAYLIGHT AT RIPRAP CHANNEL - -- - �_- ALONG THE SLOPE OFTHE HI L 682 1 679 683 N5267.03 681 E536L31 682 _ 683 1 SEE SKETCHES LSK-004, ,I LSK-005,- LSK-006 ON a� SIHEEf' C3.1 FOR REVISIONS T CL26 <IJ ---COURTYARD PAVING AND DRAINAG i° 0� 8" PLASTIC ROOF DRAIN SYSTEM =' NE EAST IFLA GROUND- EF. ARCHITEC RAL DRAWINGS \�\\ SEE SK�TCH BR WSNVILLE, E.S. EAST PLAYGRO ND \� \ ARTIAL GRADIN PLANS QN SHEET C3.1 FOR SIONI PLAYGROU D GR DING REVIS ASPHALT SURFACE \ 1 PLAY AREA I 8" ROOF DRAI YSTEM REFER TO ARCHITECTURAL\ DRAWINGS IN THIS AREA ` I SCHOOL YEAR 2008-09 CC)Nr WALK � \ � (TYP. x CONDENSORs SCHOOL ADD .� 0 REF. ARCHITECTURE, .� DRAWINGS I ASPHALT SERVICE VEHICLE FENCE - REF. (TYP.) ��_ VAR. WIDTH ( ) LIGHTING VAR. EASEMENT I ACCESS DRIVE WITH SCREEN ARCHITECTURAL DRAWINGS EXISTING SANITARY A S T S E R F SEE LIGHTING PLAN _-� _ � 4 '6g3 �1 682--10" R�LASC IROOF I i DRAIN SYSTEM BENCHES (TYP.) - REF. ARCHITECTURAL DRAWINGS I � O / STORM SEWER � / TIE-IN STORM SEWER INTO EXISTING LINE I SEE LANDSCAPING PLAN, SHEET C6.0 PROPERTY LINE < GONG. 90' - LIGHTING FOR ALL TREE AND SHRUB I f APRON \ BEND (TYP.) PLANTING DETAILS AND LOCATIONS �� A CG-12 RAMP PROPOSED 6" ° R F ARC STOP H. FIRE LINE / 10' BUILDING SETBACK i ° y x R A WRC 'I �� T SIGN I 684.20 REFER TO k/ Go I ARCHITECTURAL 0 0 ,� - '' 683.70 � TC R, ` Q (0 ° DO NOT NTER CG 2 - rc: a.°. 683.7D A I SO, DRAWINGS IN �� _� < �10 PAT RNED WALK \ MULTI -PURPOSE SIGN Irc ,f, - ,,� REF. AkH. THIS AREA �� / PLAYING FIELD CG-12 6837o DRAWINGS EXISTING TC 683.00 3 <v� c�� EXISTING TREELINE 4� EXTENT OF FIRE HYDRANT R,Z LIGHTING 6TC 82. \ �` SEE SKETCH CSK-002 ON 1 ASPHALT DRIVE / TYP.) 83.40 EP 1 SHEET C3.1 FOR PLAYFIELD \ 83.87 3.8 / - 8.5 0 EDGE OF ASPHALT TIE-IN 683 R'6o6' TC C 683 DI-2B TIE -, IN SEWER GRADING REVISIONS I i \ INTO EXISTING LINE DRY z 682.85 CURB y5 �683.7 683.70 683.72 NLET) TC Cp� SEE DETAIL TC TC TC 83. 3 T B R 8 PLASTIC ROOF \ SHEET 4683.40 \ PLANTE� ME�bIAN s 3.40 TC 1 3 DRAIN SYSTEM STOR SEWER 1 35' 84. 00 8,3.55 1 �cl _ ° EP 6�4.30 6rCA4 G-6 CURB ; 4 TC Di e BOLLARDS (2) 1 PARKING SP CE INLEREMOVABLE � �b SEE SKETCH CSK-001 ON SHEET C3.1 683 �rc \ T4.6 \ / / &�U T� ) a OR ADDITIONAL YARD INLET I 1 II \ CG-2 CURB � �� ASPHALT OUTDOOR BASKETBALL COURT EXISTINGOIORETO CLEAN PIPE / 685.10 685.0� s84.so 684.60 684.1w � � � REF. ARCHITECTURAL DRAWINGS s I I - C -= Tom - A TC x TC TC � " V ���� GREATER THAN OR EQUAL TO TC 684.So x i,,, 1 1, II 8' BEYOND FRONT OF DUMPSTER 6g5/ EP \_ + 5'C ET S D A K j MOUNTABLE CCl R \ 1 II V \ / 687 \ - E TING 20' SEE DETAIL, SHEET 4 i 11 1 RELOCATED T5. x17.5 6w1PSTELOCATION \ \ / EXISTING PLAYFIELD_ I ��UTILITY EASEMENT \ 684 II F. ARCHITECTURAL DRAWINGS 3 AND BACKSTOP 8" PINE POSED BRICK RETAINING WALL - - - - II MASONRY ENCLOSURE WALL PARTIALLY - \ `- ------ - - - _ - - iII - \ REF. ARCHITECTURAL DRAWINGS EMBEDDED IN TOPOGRAPHY E'J gg- - 10 1N€' CYPRESS __-- 10PINE 0" 1---" II BRICK TO MATCH BU� DING \ Z, _ - 10" CYPRESS , I �w O j \ 1 i N, rP CENTER OUTDOOR 682 �// II -COURT ON GABLE _ I , \O II " IE IN 6FIRE LINE �o`b 680 j -6 I I 78 O� -TO 1 W L WITH T.S.&V.--------------------\-- -76 - - _ 30 XISTING EDGE OF PAVEMENT w1 w! wlI�� w wl= wI wl- wl--wl wl wl wl -wl- -wl wl w�wl wl w!- wl wl wl- wl w 6' �s U.S. ROUTE 250, ROCKFISH GAP TURNPIKE VARIABLE WIDTH ROW \ W LL H ID S- E. SEWER LINE �. ARCHITECTURAL DRAWINGS N5130.55 E5192.90 O TRANSFORMER - SEE GENERATOR -- _ MECHANICAL DRAWINGS CHILLER BOLLARDS (3) - COOP, SERVICE AISLE WALLS - I,, LOCATION WITH E�CISTINO DU REF ARCHITECTURAL DRAWINGS AND NEW UNDER ROUND / Z` SIDEWALK SERVICES (TYP.) O 10" PLASTIC ROOF N5130.84 DRAIN SYSTEM E5134.83 \ � EXISTIN CANOPY M IFI D TO EXISTING O - ACCOM ODATE ACC SS AISLE UNDERGROUND I / REF AR HITECTURAL IPA1 INGS FUEL TANK CG-11 ..- .................6.9..9... - GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 KEY PLAN project north 03.17.08 BID DOCUMENTS L IF TITAN MODULAR DEALER VAN GGARD MOD. SYSTEMS, INC NAME IMP NORNAN 162 INDUSTRIAL IXN\E ALMA, GA 31510 PH: (912) 832-3344 F%: (912) 832-3346 WA—LI QUOTE / TMS- 172117 MUCAMM- n _ - 98' % 84' (eN3'-B'%e4' k (1)11-e'x" MAW V.- <ri w DATE oRAwNGlBMS Tarsi 3/b/2019 SCME DOUA=IIERT CODE: TYPE JAM GRAY Sm .war F1191mFR Ile - I. IBC V B pE a N{ w. A YA w # Po:galan Ty =T ELEVATION CAL RIGHT ELEVATION TYPICAL FRONT ELEVATION TYPICAL REAR ELEVATION COLOR DETAIL 4. > 2 SERIAL #;TMS:4832 AG 1 0 \ DESCRIPTI❑N COLOR SELECTI❑N 1, Building Body: Bone white 2. Building Trim: Bone White 3. Mansard Body: Old town Gray 4, Mansard Trim: Old town Gray 5, 6, 7, 8, 9, 10, Floor Covering Cool white (VCT) White cliffs (Corlon) Interior Walls Ruff Stuff White Base Cove Gray FRP White Views from 250 in Crozet for new 6-Classroom Trailer 0 Brownsville ES Views While Traveline Eastbound: I Views from 250 in Crozet for new 6-Classroom Trailer @ Brownsville ES Views While Traveling Westbound/Head-on: -T NS N"9'1 oawY tl YYY � i 544 g } -`... h �` q• '� k. :._, t 4 i .F_ _ qf?„ Y {jW S'{t" '.f • Y �.f}�d -.. L 1� Y E T 3 M � CLASSROOM BUILDING TEMPORARY BUILDING • g''A a N At www.VanguardModuIar.com877.438.8627 CLASSROOM BUILDING 877.438.8627 CLASSROOM BUILDING CLASSROOM BUILDING E % w VANGUARD MODULAR BUILDING SYSTEMS :191101 M E 3 1110 9 Central Hallway Toward Front www.VanguardModular.com 877.438.8627 1-1 CLASSROOM BUILDING _.a W��Jw NoTomook '146. N 5 v, *7 V A N 0 U A R D MODULAR SW DING SYSTEMS :l91101 M N :-t1 110 9 Aluminum Ramp WMWT.� j7 t www.VanguardModular.com 877.438.8627 11L .1► ` - t .yl . CLASSROOM BUILDING i % w VANGUARD MODULAR BUILDING SYSTEMS :191101 M m :-t1 110 9 2D Floor Plan (64' x 66) www.VanguardModuIar.com 0 877.438.8627