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HomeMy WebLinkAboutARB201600127 Presentation Architectural Review Board Approval 2016-11-07/ 5TH STREET COMMERCIAL DEVELOPMENT - INITIAL SITE PLAN SCOTTSVARL MAGISTERIAL INIA CT THp�y ALBEMARLE COUNTY, VIRGINIA Gf� o `.' 20' PARKING )(URRAY �Z SETBACK ,LSi�� - \ 8, `uric. No. oaozoazsBe� EX' STING GIR SHOULDE N i ,v 5TH E /P& - �0,(P\. � / J \ \ 9�8 F�9'ORAL P POSED5' PR 5 SIDEWA 1F` \ 9 _ C CRETE SIDEWALK / _ �6•y. / ` -�� \ RELOCATE&REPLACE - � ;o'BUILDING - \ NITARY SEWERpif"pPOSED P R I M I TRAIL` SETBACK FROM STH FRONTAGE OF SITE pROBOSED nTAPER ''- _ STREET PUBLIC f� 4: ' CONNECTION FR M SIDEWALK 5� _ F OM CURB RETURN LONG ST.HSTREET TO ACCESS \ c TO EXISTING E/P '� /s �pATHWAV 3 \ Mp ` 8 GENERAL NOTES: t \ \ OR��REek OWNER: FTV INVESTMENTS LLC /s APPROXIMAT '`�\ .'.;.i.- 943 GLENWOOD STATION LN, SURE 101 _ Y _ PROPOSED CONCRETE DUMPSTERPADw/ - / LOCATION&SIZE F • � + � ->--� `' ��� WOODEN ENCLOSURE � CHARLOTTESVILLE, VA 22901 PROPOSED SIGN c '�� / - SCREENING / DEVELOPER: PIEDMONT DEVELOPMENT GROUP F,� / '" /9 - 2811 HYDRAULIC ROAD SOEO f�W�O ' s , } PROPOSER OV ND \ C G zo CHARLOTTESVILLE, VA 22901 1 50 •(� \A < PAII(' I \ ,w z CONTACT: KATURAH ROELL \O �O - s CONC. SIDEWALK i a r 50' STREAM BUFFER FROM _ z u ENGINEER: COLLINS ENGINEERING / EXI RE P�� 3 �N` �'`ALLP G � M /' MOORES CREEK W m . s '� "MITIGATION LINE AS SHOWN ON o m 200 GARRETT STREET, SUDS K TTO BE O .yh _ J �Pzoo7-o0063 AND APPROVED BY z a ED WITH THE O� • - : 4 " 4 THE ALBEMARLE COUNTY BOS" CI of CONTACT: MR. C VA 22902 S� _ CONTACT: M0.. SCOTT COLLINS PROPOSED 6.� R N .4 D ` 0 O C k 434.293.3719 DEVELOPMENT \ 12` � ° ; 4.J `` {� 1"u Y(tti� p PROPOSED 2o' `L TAX PARCEL #: TMP 07600-00-00-055A0, AND PORTIONS OF 076M 1-00-00-00100 (D.B. 3580 PG. 497) & 07600-00-00-055C0. \ �VK v - �\� �Q { GRADED ACCESS m } �1 oRI NDoweO� Ty o ` TO MOORES z PROPERTY ACREAGE: TOTAL 10.17 ACRES (4.35 ACRES TO BE DEVELOPED) 25 R ✓ IS' BUMP 0 ) 0 3.k •� 3 CREEK W ZONING: PROPERTY IS CURRENTLY ZONED HIGHWAY COMMERCIAL (WITH PROFFERS) - APPROVED REZONING '\`L. 4j - , f ="" f GRASS MEDIAN v, Q.: 200' STREAM BUFFERce ZMA 2012-00007 5TH STREET COMMERCIAL - APPROVED SEPTEMBER 14, 2016 - 4.35 AC (HC) "�„ - �' -BIW SIDEWALK ¢PROPOSED 6' , A Z ` (`2JJ ~ PROPOSED USE: COMMERCIAL/RETAIL &DAY CARE (SEE PROFFERS FOR ALLOWABLE USES) / AND ORIVETHRU C�NG, ` �' 13 R LANE .`i. SIDEWALI4TA 2o'PARKING- 7 �o: PROPOSED 6' RENUP9oABL1 o sPLO N� - BLDG.BUILDING AREA: TOTAL GROSS=27,5005f (BUILDING A=9,500 sf; BUILDING B=9,500 sf; BUILDING C=8,500 so SETBACK - $„ ' • CONC. SIDEWALK BUILDING A & B (COMMERCIAL AND RETAIL) & BUILDING C (DAYCARE) �Q. `,, •3"!(, . • ' , - - �ry6 P TOPOGRAPHY/SURVEY: BOUNDARY& TOPOGRAPHY SURVEY DATA PREPARED BYJOHN MCNAIR& ASSOCIATES CONSULTING ENGINEERS 3o'BUILDING SETBACK - - BUILDING A AND WAS FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST 2016. FROM STH STREET �9 ` FFE=392.67 PUBLIC RfW \ 9,500sf �F- DATUM: ELEVATIONS BASED ON NAD 83 DATUM. / P 14 M! EXISTING FEMA FLOODWAY FLOODPCAIN INFORMATION: STACKING QiI�JF- l Rl �f qIN ()R/LE 19/N THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN LIMITS, ZONE'AF, PER FEMA MAP NUMBER 51003C, PANEL 0269D. THE '� \ q. LANE (MIN. PROPOSED DEVELOPMENT IS LOCATED OUTSIDE OF THE LIMITS OF THE FLOODWAY IN ACCORDANCE WITH THE FEMA MAPS. A r �/ � <- 'E CAR STACKING) y,ds -yP CLOMR-F SHALL BE REVIEWED AND APPROVED BY FEMA PRIOR TO SITE PLAN APPROVAL AND THE PLACEMENT OF FILL AS SHOWN / L 20o VR FLOODPLAIN, / .Al Q,:,p�j4i ON THE PLAN, AND A LOMR WILL BE REVIEWED AND APPROVED BY FEMA IN CONJUNCTION WITH THE COMPLETION AND "- - TT. "C" - F FILL F COMPLETION OF F R PE FINAL PLACEMENT CERTIFICATION OF THE PLACEMENT OF THE FILL ON THE SITE. ,- LOMR }, 16 /YA 0 PENDING COMPL CEM STREAM BUFFERS: THERE ARE STREAM BUFFERS LOCATED ON THIS PROPERTY. A 100' STREAM BUFFER IS SHOWN FOR BISCUIT RUN & \ ® - 50' STREAM BUFFER IS SHOWN FOR MOORES CREEK. THE PROPOSED DEVELOPMENT IS OUTSIDE THE LIMITS OF THESE BUFFERS CONTRACTOR SHALL IMPROVE WATERSHED: THIS SITE IS LOCATED WITHIN THE MOORES CREEK DRAINAGE BASIN. THE ENTRANCE INTO HOLIDAY - 18 R : /'% �` a SRl :7 INN wl THE PROPOSED f gISCE. IXILIJ STING VEGETATION: A PORTION OF THE SITE HAS RECENTLY BEEN FILLED &SEEDED. THE REMAINING PORTION OF THE SITE IS DEVELOPMENT �,\Psi / PARTIALLY WOODED WITH LIGHT UNDERBRUSH. a - ' / ") E •',T A ACCESS: THE SITE WILL BE ACCESSED VIA AN EXISTING INGRESS/EGRESS LOCATED OFF OF STH STREET. THE ACCESS WILL BE 25 - • (' `- / ` IMPROVED WITH THE PROPOSED DEVELOPMENT. GRASS IVIED N B/W OPEN SPACE: NONE IS REQUIRED OR PROVIDED WITH THIS PLAN. °-,X„ IAk 33 ,® / / J EXISTINGF MAiOOY -, 10 R O DRIIVVETHARLLLANE PROPOSED - N Q RETAINING WALLS: MAXIMUM HEIGHT OF RETAINING WALLSHALL BE BETWEEN V AND 8'. ANY EXCESS OVER V MUST BE APPROVED B FLOODPLAIN j 21¢' MIN - \ MAX. HEIGHT BY THE COUNTY ENGINEER ONLY IF NECESSARY TO ESTABLISH THE WALLS FOR FLOOD PREVENTION WITHOUT REMOVING GUARDRAILS © �'� - �� - f � BETWEEN 6'&8' AND OTHER SAFETY REASONS. 5, ( ISLE,,R - \ PROPOSED 7.5' ' (f j MIN. SEE NOTE -THIS/ GRASS MEDIAN BM7 o. CONC. SIDEWALK SHEET) ~fi SIDEWALKS: PROPOSED SIDEWALKS WITH A MINIMUM WIDTH OF 5 FEET ARE SHOWN ALONG 5TH STREET & WITHIN THE DEVELOPMENTSIDEWALK AND $' I R ` DRIVE THRU LANE r�' e BUILDING B PHASING: PHASING SHALL OCCUR IN THREE PHASES CONTRACTOR SHALL MODIFY �� \ FFE=391.33 w 1 / lJ(IST GPARKING LOT, AS © .�+ �9,50OSf) PROPOSED GREENWAY y' n LIGHTING PLAN: NO STREET LIGHTING IS PROPOSED. PARKING LOT LIGHTING WILL BE PROVIDED WITH THE FINAL SITE PLAN REVIEW. 'no & ST A SECOND \ 2 EASEMENTAREA / EN N NT HO AYINN 7y l- \ PROPOSED 6' \ a �- / NO DISTURBANCE AREA, y o j 6 MIN. CONC. oo-I N BASED ON SP2007-00063" 7 SETBACK & BUILDING HEIGHT RESTRICTIONS:.SIDEWALK �IQh , / / ` LU. 20o STREAM BUFFER C STEEP SLOPES: ALL STEEP SLOPES ARE MANMADE MANAGED STEEP SLOPES FROM THE ADJACENT DEVELOPMENT. / �°J \ ` o �� \ FROM BISCUIT RUN SIGNAGE: THERE SHALL BE A SIGN MONUMENT AT THE ENTRANCE TO THE PROPERTY UNDER SEPARATE REVIEW. PROPOSED '� PROPOSED 7 5 / +4 EXISTING /REE LINE / / 0 zQ a Y GRASS N. O b CONC. SIDEWALK s (TYP ) J HVAC:ALL OUTDOOR HVAC EQUIPMENT SHALL BE SCREENED ON THE ROOF BEHIND PARAPETS. VISIBILITY OF ALL MECHANICAL OVERHAND EQUIPMENT FROM THE ENTRANCE CORRIDOR (5TH STREET AND I-64) SHALL BE ELIMINATED. EXISTI NG FE MA no YR THE LANDSCAPE PLAN PROVIDED IS IN ACCORDANCE WITH ALBEMARLE COUNTY CODE SECTION 32.7.9 & SHALL BE REVIEWED & ''� ift9' APPROVED WITH THE FINAL SITE PLAN FLOOOPLAIN o >,® Yp. STORMWATER MANAGEMENT SHALL BE HANDLED WITH UNDERGROUND DETENTIONIMEATMENT FACILITIES. � � •�sEe 5:a PARKING REQUIRED: PARKING SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE CHAPTER 18, SECTION 4.12.E N •01'20" DR/7 IN. 5.5 SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA FOR THE INITIALR 19,000 sf FOBUILDINGS A & 8 g g' • `S Q� f gl3L (5.5 / 1,000) x 19,000= 105 SPACES 1 SPACE / 10 CHILDREN ENROLLED + 1 SPACE / EMPLOYEE FOR BUILDING C (DAY CARE) ESTIMATED 100 CHILDREN / 30 + 15 EMPLOYEES 0 Sheet List Table Sheet Number Sheet Title 1 LAYOUT PLAN 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 GRADING AND UTILITIES PLAN 4 LANDSCAPING PLAN 5 NOTES AND DETAILS 6 SITE SECTIONS Z�� J E O L> H W � g _jLn E LI TOTAL SPACES REQUIRED -140 SPACES N 32.5 5" E a\ c� 6 TOTAL NUMBER OF SHEETS LLI PARKING PROVIDED: TOTAL AUTOMOBILE PARKING PROVIDED= 140 PARKING SPACES 1. ® ]� /! �J�j� T)"A PROPOSED 6' PROPOSED 6 • / G CULVERT CONCRETE �"^ ei r — C (INCLUDES 9 HC ACCESSIBLE SPACES & 2 LOADING SPACE) CONC. SIDEWALK SIDEWALK PROPOSED 2'I , M ( 9' G 12 _ GRASS/CLEAR t O C(21•ERi DROP INLET& STRUCTURE O BUILDING HEIGHT RESTRICTIONS: .p q7 BUILDING C Q HIGHWAY COMMERCIAL -MINIMUM FRONTAGE REQUIRED ONAPUBLIC STREET FOR THE ESTABLISHMENT OF AN HC DISTRICT SHALLBE 350' ® - NO. ' ` o OVERHAN� WITHAMAMMUM BUILDING HEIGHTOF65'. MINIMUM SETBACK: ANY STRUCTURE EXCEEDING WIN HEIGHT SHALL BESET BACK FROM ANY FFE=388.75 CURB v STREET RIGHT-OF-WAY OR RESIDENTIAL OR AGRICULTURAL DISTRICT A DISTANCE OF NOT LESS THAN TWO FEET FOR EACH ONE FOOT OF HEIGH OHO A (8,500sf) O CURB & GUTTER IN EXCESSOF35'PLUS THE APPLICABLE MINIMUM YARD / /%� PROPOSED PAVEMENT J w BENCHMARK: SEE SHEET 2 FOR THE LOCATION OF THE (I) BENCHMARK ON THE PROPERTY. N 68 0.82' W L� '47'0 EC-3A DITCH ��w// NOTE: PROPOSED RETAINING WALL IS / / DEPTH OF EC-3A DITCH O BUILDINGS - 0.63 ac. (27,SOOsf)- 6.2%f OF PROJECT LIMITS WITHIN THE AREA APPROVED BY SITE IMPERVIOUS AREAS: n}{ � PROPOSED FEMA AND ALBEMARLE COUNTY FOR EC-2 DITCH G V / SIDEWALKS - 0.22 ac. (9,515sf)- 2.2%t OF PROJECT LIMITS PLAYGROUND ' PROPOSED FILL. THE WALL IS LOCATED / PAVEMENT - 1.2 ac. (73,840sf)- 16.7%t OF PROJECT LIMITS EARTH DITCH OUTSIDE OF FLOODPLAVN D NEW 20o YR 6' DEPTH OF w GREEN SPACE - 6.98 ac. - 68.6%OF PROJECT LIMITS / �? EC-2 DITCH t / CJ 1 ' / DRIVEWAY CULVERT p g /� TOTAL PROPOSED IMPERVIOUS AREAS = 2.54ac. (110,855sf) L l x � BENCH MARK v O. SITE TRIP GENERATION: ADT IS IN ACCORDANCE WITH THE ITE TRIP GENERATION, 8TH EDITION AND ADDITIONAL TIA FOR THE X ' r Joe N9 - DEVELOPMENT WITH REZONING (ZMA2012-0007). f . �} /Y1 CLEARING LIMITS 132093 GRAPHIC SCXAT9=_MOT STANDARD STOP SIGN CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF 0 15m X im X X x / / _ SCALE CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT X / — EXISTING CONTOUR SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. X x / 1�=30� N 86°32'09" W - {^' 2P0 PROPOSED CONTOUR - ( IN FEET) 650.37 240.55 PROPOSED SPOT ELEVARON 7TIE NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY. / 7BC DENOTES 70PAACK CURB 1 inch = 80 [t TA DENOTES TOP OF BOX 31 \ \ \ ' / •. •/ / 20' PARKING _ F1• \ /\ \� `�S, SETBACK 1��\ �\ Q8; OF. GRAE3Al1 lNRRAY DIz \ L' No. 040204256ES- EXISTING 1C SHOULDE PROPOSED 5' PER S SIDEW /.;� - �O i� -i %'� -- _�� p 9rONAL C CRETE SIDEWALK Or"- RELOCATE&REPLACE / �A -y6�' / "r\ NITARYSEWERAGROS BACK BUILD) / / / c •g0 PROPOSEDPRIMIT TRAILS I `SETBACK FR,,QQ��•11 ySH \\ \� — __�\\_ FRONTAGE OF SITE PRO SED4:a TAPER / - STREET PIIlSEI¢RIW�\ / FRO CURB RETURN a / / / ' — CONNECTK)N FR M SIDEWALK LONG ST� REET \TC\ STING E/P .. / / , . PATHWAY PPROXIMAT - - ,:.. � t« PROPOSED CONCRETE \' A;3 / / / j /`'1 WOODENR ENCLOSURE.N PROPOSED SIGN � .� / // // �' _ 5C IN \ ���\• — — —_ — — — 2 N PR4POSE4- J OVG ND '"' it ,� EEI cc Ic cowc =F / so 5T M \ ,,. _ REAM BUFFER FROM z / EXI RE ^1P(L. .I'. ,ttR '� _ / T OBE \ \ / s /' "MITIGATION LINE AS SHOWN ON / I c ED WITH THE m / 0 SP2007 00063AND APPROVED BY / ,50�V0 `�' { �¢ l �-, "' , THE ALBEMARLE COUNTY BOS" / 0 PROPOSED DEVELOPMENTn. N GRASS MEDIAN O \J 20o' STREAM*FFER i ROPOSEU 6'. _ / PROPOSED SETBACK CONC. SIDEWALK / 3o'Bl11EDIN/G SETBACK BUILDING A FROM STH S��77R•IEET PUBLI�RPN � 9,SOOSf / 6 / - / / :. PERVIOUS _qry f ^> \ / to PAVERS EXISTING FEMA FLOODWAY \/ \ CG • I ' � / / F, � aoo VR FLOODPLAIN, + P - 'Sti., ' / �oh yF,� � '�� PENDING FINAL PLACEMENT "R��FILL FOR COMPLETION OF / \ �(Op� `Cti� ..: c .-. / / / + • �' / ( :: e >:2 CK * 24 IG ..,- ' LOMR Q NTRACTO THE ENTRAE / INNW/ EPROPOSED \ :�, i--. _ .� ' / / DVELOP ENT AG _ qo/ w ryv/ —GRASS MEDIAN BIW / SOn. MH - ��-.. # .7 TRAVfLWAYAND PROPOSED / P— DRIVE THR6L!ANE - RETAINING WALL: �l //� / Q• // //// / Q To —39 EXISTING FE ooY J 11=392.44 FLOODPL \ / 10=392.24 T� +ap.: _-�''� } M ") \ BMAX ETWEEN �o ,o � PROPOSED 7.5' BETWEEN 6'&8' 5' MIN. �� j� -\ - \ CONC. SIDEWALK ' (SEE NOTE -THIS AS MEDIAN BIW c?>\: -.�' _ SHEET) 7 0 / SI WALK AND IVE RU LANE \ BUILDING B / / / / �/ P—I / A OR HALLMODIFY - \ FFE-391.33 - KIN A \ L ® �9,SOOsf� / PROPOSED GREENWAY T 5 LOT, S EASEMENT AREA ST ASECOND \ ' E N NT HO AYINN PROPOSED 6' "NO DISTURBANCE AREA, / MIN. CONIC. 3 CK / / BASED ONSP2007-00063' SIDEWALK I ®� X \ _ \ / f • _____ 2o0' STREAM BUFFER W z o L c _ f FROMBISCUITRUN / \ ROPOSED / PROPOSED7,5' EXISTING I�REE LINE / CL \ CONIC. SIDEWALK `° o2'GRASs t / (TiP.) CALCULATIONS: ' I' O a ftERHANO i - V J ��P / ' PROPOSED DEVELOPMENT AREA OUTSIDE OF THE FLOODPLAIN 3.67 AC ,�59665 SF z s LL �'90 �O tt a /�� 0.35 AC 26,505 SS F W EXISTIN} FEMAmo YR �a�q?� �l 1 AR / 1 AC 7 Q v FL60DPLAIN w U Notes: H U-) v; H''y�EALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION z \ aa 7-' OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE NTH EITHERTHE STANDARD—� o THE URSERYM N'SIZED ASSOCIATION,PTHE VIRGINIA SOCIETYSPECIFICATIONSN FYLANDS APEADOPTEDBDE GN RSGINIA A D THE %� Q 66' 2 AIR / VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD I-1 T• AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. U °. v ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BEnfff 0 , MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND w ' N 32.5 ' 5" E TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE w . 2_AC \ PROPOSED PLANT.. C z ' PROPOSED 6' CONCRETE `� 3 G w` / CONC. SIDEWALK SIDEWALK _ = PROPOSED Y� PI8IIt Legend ' GRASSICLEAR \{ . ,� PLANT SCHEDULE l + BUILDING C / OVERRAN SYM BOTANICAL COMMON NAME SIZE CANOPY(s0 TOTAL SITE O O' / / / / "' S '. j• FFE=388.75 QUANTITY COVERAGE(tD j U o� 00 / ��, ; i" (8,500sf) .� �C� / TREES AR JACER RUBRUM RED MAPLE 21/2" cal 452 6 2,712 /N @ 7 7„ W 2 BN BETULA NIGRA RIVER BIRCH 10'-12'ht. 464 4 1,856 Lu // 0 2 INS NYSSA SVLVATICA BLACKGUM W 21/2"cal. 151 2 302 NOTE: PROPOSED RETAINING WALL IS PA PLATANUS ACERIFOLIA LONDON %ETREE 21/2" cal. 422 5 2,110 O 18 IG / / LOCATEtb WITHIN THE AREAAPPROVED BY QC gUERCUS COCCINEA SCARLET OAK 31/2"cal. 419 8 3,352 ^ _ FEMtND ALBEMARLE COUNTY FOR LLLJ} p\ PROPOSED --- QP QUERCUSPHELLOS WILLOW OAK 21/2"cal. 419 3 1,257 — PROPOSED FILL. THE WALL IS LOCATED PLAYGROUND ' UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 2U2"cal. 423 9 3,807 w OUTSIDE OF THE APPROVED NEW 20o YR / FLOODPLAIN. UNDERSTORYTREES / /� / AG pMALANCHIER x GRANDIFLORA SERVICEBERRY 6-7'ht. 130 20 2,600 \/ / 21 G _ / ' /i/ CC CERCIS CANADEN515 REDBUD E7'ht. 124 10 1,240 O /��I \ / j CK CORNUS KOUSA KOUSA DOGWOOD G7'ht. 128 16 2,048 a y / IZ/I v°. MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7 ht. 1 113 1 8 i90I JOB NO. MS MAGNOLIA STELLATA STAR MAGNOLIA I&T ht 1 49 1 49 132093 GRAPHIC S1 AjCr / / EVERGREEN TREES S�� X X ---- •/ IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 4'-S'ht. 44 12 528 —._�x X o so x x x _ /�'� )V IU NIPERUS VIRGINIANA EASTERN RED CEDAR 4'-S'ht. 1 16 1 8 1 128 In=30t N 86'32'O9.1 W - 650.37SHRUBS $REET NO. ° ' a ( IN FEET) \ / TOTAL CANOPY INKBERRY HOLLY 24" h[. min 23 244 28,505 1 inch = 30 St. 4 FTV Investments, LLC 943 Glenwood Station Lane, Suite fof Charlottesville, Virginia 22901 Phone: (434) 817-1040 Facsimile: (q3q) sso-g8gq May 31, 2016 Elaine K. Echols, FAICP Principal Planner Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 Re: Z AA201200007 - 5i° Street Commercial Dear Elaine, Per your request, and in order to assist in the review process, I have provided a list of the tau (10) Proffers Statements included in the above referenced ZMA. P"'B" # 1. The general location of buildings, walkways, retaining walls and access point to greenway shall be in the general location shown on the attached conceptual plan entitled STREET DEVELOPMENT APPLICATION PLAN" dated December 9, 2013, as updated and last revised April 18, 2016; prepared by Collins Engineering (hereinafter the "Conecpta d Plan"), as determined by the Director of Pbunawg and Zoning Administrator. Minor modifications to the plan which are in general accord with the general location of buildings, walkways, retaining walls and access point to greenway maybe made to ensure compliance with Zoning Ordinances. Modifications are to be considered in terms of minimizing or improving impacts on adjoining properties and roadways. Proffer # 2. The uses of the Property shall be lim itad to those listed in Attachment A Proffer # 3. Vehicular access from 5" Street to development on the properties subject to ZMA20I200007shall be provided by a single entrance to be shared with the existing Holiday Ina The final site plan for development of the subject properties shall cause the existing entrance to the Holiday Inn to be modified to be ingesa only, as shown on the Conceptual Plan and the modified Dotrmat, shall meet Virginia Department of Trmsponation standards for con-ercitil entrances. Additionally, the fiva( site plan shall provide the Holiday Inn with a second entrance for ingress/egress, as shown on the Conceptual Plan. Proffer#4. Proposed Building A shall be sited so that the front of the building shall be oriented to face 5°'Street as generally shown on the Conceptual Plan. Proposal Buildag B shall be sited so that the front of the building shall generally be oriented to face 56 Street as shown on NOTES' e ,era e I f R »tea 6 § # as ACCEPTABLE ILTERNATNE tF CURB IS EXTRUDED 50 STANDARD 6" CURB >a �vmT• the Conceptual Plan. Proposed Building C shall be sited so that the front of the building shall generally be oriented to face 5ih Street as shown on the Conceptual Plan. rmoo, N S. Prot%r Number 5 shall be removed in its entirety. Proffer # a. Proffer Number 6 shall be removed in its entirety Proffer # 7 As pan also initial site plan submittal for any development on the rezoned Property, the owner shall conduct a Traffic Study which reflects the traffic impacts of all proposed uses and the existing Holiday Inn (Tax Map 76 pared 55C). All improvements identified by the traffic study shall be subject to VDOT and County Engineer approval and provided prior to the issuance of certificate of occupancy. These improvements, if required by the tmific study, may include, but shell not be limited to, a traffic signal at the entrance from 5" Street and extension of the turn lane in the northbound Ire of 5o Street Doming from Interstate 64, and an extension of the existing turn lane from 5" Street southbound to the entrance of the proposed development; and elimination of the `left out' from the property. PraR # s. The Owners shall grant an easement to the County for the "Greenway Easement' ere shown on the secampanying Conceptual Plan provided that the County holds the owner buraleas ss provided in Virginia Code §29.1-509(E). This easement shall be granted within 90 days of approval by the Board of Supervisors of ZMA201200007 Subsection A of the Proffer shall be modified as follows: A. in addition to the sereening requirements of the Albemarle County Architectural Review Board and Section 32.7.9 of the Albemarle County Zoning Ordinance, the owner shall provide a vegetated butler for the purposes of screening the development from the proposed greenway trail shown on the Conceptual Plan. This vegetated buffer shall be provided in a manner consistent with Section 32.7.9 of the Albemarle Zoning Ordinance and the landscaping shall be shown on the final site plan Rod installed as pan of my fined site plan for development of the rezanod properties. Subsection B: Subsection B of the Proffer shall be modified as follows B. By Deed of Dedication and EasGvwmt and Bill of Sale dated April 1, 2008, recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 3580, pages 497-505 ("Easement), Owners granted an Easement to the County of Albemarle providing access over the Property to the Cowry's Greemvay Trail. Owners shell construct a vehicular and pedestrian travel way e7mvel Way") from the proposed parking area to the edge of the Greenway, Trail, in the approximate locations shown on the Conceptual Plan To the extent the location of the Travel Way on the Conceptual Plan is NOTES _ "To i 11 "„e,� r"M 3 i°riO.S,f.Kra ..,.v..m >• COMBINATION 6" CURB AND GUTTER_. inconsistent with the locations shown on the Easement, Owner shall execute an amendment to the Easement, in a fomh acceptable to the County of Albemarle, to correct any such inconsistencies. The improvements shall be shown and constructed as part of a final site plan for development of the rezoned Property and shall be maintained by the Owner. Subsection C of the Proffer shall be modified as follows: A contribution of five hundred dollars ($500.00) shall be made to the County to upgrade the existing bridge that formerly served the Old Lynchburg Road that lies in the proposed Gmenway easement This contribution shall be made prior to Final Site Plan approval. This Proffer has been satisfied. ) .The Property may be located in the Monticello View Shed, and should the Thomas Je@etson Foundation determine the Property is visible from Monticello, the Owner shall select a roof material in an earth -tone color that satisfies the Monticello view shed guidelines as determined by the Thomas Jefferson Foundation. Prior to final site plan approval the Owner shall provide written documentation to the County Director of Community Development that the Thomas Jefferson Foundation has either: (i) determined the Property is not visible from Monticello, and therefore not subject to Monticello View Shed guidelines; or (if) approved the proposed roof material color for the buildings within the Property. Pmffer # to. The Owners shall provide for bicycle access to the Property by inclusion of bicycle lanes in its improvements to the frontage of 5ih St. Said improvements shall be shown and constructed as pert of a final site plan for development of the Property. Thank you again for all of your assistance. Please do not hesitate to contact me should you have any questions. Sincerely, E. Randall Ralston GEN.ERAS _�O+E1S* eo.r�: s e°Ycrecrw� »s"fur3 L€ E11K,.`K.$e°�.`.Za°` a"coo o Tp oo"o"v000a0000 DETECTOR"' WARNING TRUNCATED DONE ° I ... L1 yBLE WAR nut. INSTALLED ON A RADIUS DETAIL DETECTIBLE WARNING oETa" 'W-s CG-12 DETECTABLE WARNING SURFACE IGENER& NOTES) pox 2" SM-9.5Ae SURFACE COURSE' fj G3" BM-25 ZB" COMPACTS b Q&cl8' BaAGGREGATE BASECOUR E, VDOT COMPACTED21A¢SUBGRADE PARKING LOT DRIVE AISLES NO SCALE 2" SM-9.5A SURFACE COURSE a 6" COMPAC TE o� 0 0 0 j AGGREGATE BASE m \ COURSE, VDOT,p21A/////�� �/� U) U 5 COMPACTED'/��/��\ out SUBGRADE O g PARKING LOT SPACES rn k NO SCALE .Mw U/ 2 N N` / z NOTE: CONCRETE (VARIABLE WIDTH) W SHALL BE 3000 psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE < ;0 m m PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT z OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE w I MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. , ■ O V 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL W MEETS REQUIRED GRADA77ON FOR TYPE 1, /1, OR III PRIOR TO PLACING AGGREGATE BASE. CM 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT CV) F--I THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF THE , /1 AGGREGA 7E BASE. IN THE EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO 60 N y , DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 4 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. CY) J 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION Q BEFORE SURFACE TREA 7MENT IS APPLIED. r 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). CD 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. W C14 9. ENCROACHMENT.. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 774AT DO (V F--i NOT ENHANCE A ROADWAYS CAPACITY OR 7RAFF7C SAFETY, SHALL NOT BE PERMITTED WITHIN 774E RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. LU GRADING Z J W J 1. THE LATEST EDI7ION OF 774E ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA7ONS SHALL (n Ill GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED W �' Q FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH O w SUITABLE MATERIAL TO THE SA77SFACTION OF 774E ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE J EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES w _ AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA770N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER Z Q = RJmot! PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. (� LLJ W DRAINAGE W 0 �' 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W Q Z WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE ' n ! 1 V 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN U' (n LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE 14RGINIA DEPARTMENT OF TRANSPORTAT70N SPECIFICA7ONS UNLESS W WC 07HERKISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF W Z LU G THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL F C WATER COURSE. L ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS W O 1. PRIOR TO ANY CONS7RUCRON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING X CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA 77ON THIS PLAN AS DRAWN MAY NOT (LOOT). ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Q W 2 ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO Uj CURRENT SPECInCA 77ONS AND STANDARDS OF I -DOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE O APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION O 0 C14 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM # /� ALLOWABLE SLOPE IS Z 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF V 3.' 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF "r ~ THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED G 2 NECESSARY /N ORDER TO STABILIZE A DRAINAGE CHANNEL. 1- 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM W17H THE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC a L N CONTROL DEVICES. Z UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III, JOB NO. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 132093 THE COIVSTRUC77ON INDUSTRY (29 CFR PART 1926). SCALE AS SHOWN SHEET NO. 7 ---_,._ � _ ____ __ _ - — _________ __ _____ __ �� ___� ___ -, --I, _\_ ___._ ,­—,- -, _ %' // \\ r ^ �, --0��Jv ,�­ . I'-�.. � oko � 111__,,�"' 'O H r` � \ / %' i- fl 015, l,Jrr r O\A" \ 1D, V� F. GRAHAM HURRAY III 07600-00-00-05500 � // , i, r;ip` / \ z 0Lic. 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THIS PROJECT'S STORM SEWER OUTFALLS WITHIN THE FLOODPLAIN LIMITS, BASED ON THE JOB NO• 0 o zo 4o so APPROVED FEMA MAP REVISION FOR FEMA FEMA MAP NUMBER 51003C, PANEL 0 �(jC�3 •Q t 40 160 ,Z - : McNAIR & ASSOCIATES u) __ BOUNDARY &TOPOGRAPHY SURVEY PROVIDED BY JOHN , . CONSULTING ENGINEERS & WAS FIELD VERIFIED BY COLLINS ENGINEERING IN 2013. 0 'u, SCALE % 3. CRITICAL SLOPES EXIST WITHIN THE PROPERTY. THE ONLY PROPOSED IMPACTS TO THE 11 ° c� t IN MAND-MADE CRITICAL SLOPES ARE ADJACENT TO THE EXISTING HOLIDAY INN PARKING LOT, ,, ,c J FEET � 3 / , — /f. U1 1 inch - 40 ft. AS SHOWN C -- 4. A 100' STREAM BUFFER EXISTS ONSITE FOR BISCUIT RUN AND A 50' STREAM BUFFER SHEET NO. o - ___-_ ___ - _ ____-_ ,, EXISTS ONSITE FOR MOORES CREE AS SHOWN t / j K � W ' _,_ _:_ f :5 CL LLJ — p—q 0 Q T 0 m o o � �z Z 6Ld )w 9, w W z �=z ow i (n oz D- J J 0 U o _ � o s U) L 3 c c o o U aJ � ■ ® U + O 7 Q N N � L �.� x O O N ' L E O O L C a Uuj cn Z � w w � z C� 0 z .° w U J0 J � O � U U O O a T� �a o Q� u.. U O X O U OJ i � O C U O � � U � � O u uj LU U .— ul O O JOB NO. 13209.3 U SCALE o 1"=30' C U O � C L O N SHEET NO. a. co 0 3co 0 L L I— 3 I i I � LIME OF S1GHT — — — — — — — I PROPOSED GRADE I 400 _ BLDG A r --�- 375- i -- p EYE FROM VEHICLE j EXISTING GRADE ' [ PROPOSED WALL 350 I ON TH STREET EXTENDED I 5 i r ri '11 00 00 01 In N O to N rl 00 00 't O r00 rl M Ln l.n H ri N O O O O r m ri r. 0) 00 H a) 0) tea, ri 00 ri 00 �0) Ka) ri r O k6 O la 1~0-, r,a) �0) O t6 r,a)rlN O l0 m M m m M m m m M M m m M M m m M m M rn 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 CROSS SECTION #1 4+50 5+00 5+50 6+ao 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 CROSS SECTION #2 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 CROSS SECTION #3 EXISTING GRADE—J j 1 PROPOSED GRADE 350 EYE FROM VEHICLE I ON 5TH STREET EXTENDED -- ___-.------_. .-- _------___-;---____-- ---- -- i 325 ------- ------ - -- - --------- -- - _ I ------------- 300 � 4+50 5+00 5+50 5+00 5+50 6+oo 6+5o 7+00 i PROPOSED WALL N to of O O Ln 1- N O " t I'D 1%. 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