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HomeMy WebLinkAboutVA200400016 Application 2004-09-07 i County Of Albemarle Community DevelopmentPlanning �� Community Development Division r. 401 McIntire Road Charlottesville,VA 22902-4596 Planning Application 1 Voice (434)296-5823 Fax (434)972-4012 PARCEL/ OWNER INFORMATION STREET ADDRESS TMP '09100 00 00 01600 House > Street Name Apt/Suite '16612 SCOTTSVILLE RD Owner(s) ''ALBEMARLE CARTER MOUNTAINS TRUST; ETAL PROPERTY INFORMATION Legal Description ACREAGE Magisterial Dist Scottsville Land Use Primary Residential--Single-family(incl.modular Current AFD Not in A/F District Current Zoning Primary Ri Residential APPLICATION INFORMATION House# Street Name Apt/Suite City State Zip Street Address 1612 SCOTTSVILLE RD CHARLOTTESVILLE 22902- Entered By:Ana Kilmer on 09/07/2004 Application# Application Type Variance WP0200400050 SDP200400048 Project WP0200400051 Engineering File # 0 ARB200400091 Received Date 09/07/2004 Received Date Final Total Fees $ 120.00 SDP200400072 VA200400016 Total Paid $ Submittal Date 09/07/2004 Submittal Date Final120.00 Closing File Date Revision Number ❑ Proffering Plan? ❑ Spec. Use Permit Amend.? ❑ Preliminary Site Plan', ❑ Site Plan Waivers ❑ Preliminary Subdivision Plat' ❑ Planned District Amend 7 ❑ Proffers Amendment, ❑ Special Conditions, ars okay.AK. Receipt#07024 Legal Description ACREAGE SUB APPLICATION(s) Type Sub Application Date Comments STATUS TRACKING Status Status Date Entered By:Ana Kilmer on 09/07/2004 Under Review 09/07/2004 Comments Under Review 09/07/2004 APPLICANT/CONTACT INFORMATION Contact Type Applicant Contractor Contact# Name Kappa Sigma Fraternity Street Address 2020 Avon Court,Suite 29 ALBEMARLE CARTER MOUNTAINS TRUST; City/State Charlottesville/VA Andrew Moore, Glave and Holmes Assocls Zip Code 22902-0000 Phone# (434) 295-3193 IKappa Sigma Fraternity Fax# ( ) - Cellular# ( ) - E-mail mic@hq.kappasigma.org Signature of Contractor or Authorized Agent Date COUi?�'+ Albemarle Geographical Data Services ty of Albemarle Division-Room 218 Property Information • "' Charlottesville,VA �� 401 McIntire Road 22902-4596 ACTIVITY INFORMATION PLANNING ACTIVITIES BUILDING ACTIVITIES Special Special Application # Current Status Conditions Application # Current Status Conditions WP0200400050 Under Review No B200001526NNR Approved No SDP200400048 Under Review No WP0200400051 Under Review No ARB200400091 Under Review No SDP200400072 Void No VA200400016 Under Review No PROPERTY INFORMATION TMP 09100-00-00-01600 Legal Description ACR AGE 2 sr Parent TMP - - - Tax Map 09100 Section 00 Block V0 Parcel ,01600 GPIN 48,38768,84679 Major Subdiv. Acreage Total Acres 141 9 ! TMP Inactive? No ADDRESS INFORMATION House # Street Name Apt/Suite City State Zip Street Address 1612 SCOTTSVILLE RD CHARLOTTESVILLE 22902- OWNER INFORMATION Owner Name ALBEMARLE CARTER MOUNTAINS TRUST; ETAL Street Address 2213 CONCORD PIKE City/ State WILMINGTON DE Zip 19803- ADDITIONAL PROPERTY INFORMATION Comprehensive Plan Area Urban Area 4 High School District Monticello Traffic Zone 181 Middle School District Walton Voter Precinct Cale Elem. School District Cale Magisterial District Scottsville Metro Block Group 3 Planning Area? Census Tract 113 CATS Area? Public Water&Sewer Water&Sewer Virginia Landmark Registers Watershed Basin Moores Creek(02/04) National Historic Landmark? Major Watershed Rivanna River National Register of Historic Places? Sub Watershed Upper Rivanna River Water Supply Protection Area? ', Development Area? / Other Rural Land? Agricultural&Forest District Not in A/F District Number of Number of Dwelling Landuse Structures Units Comp Plan Landuse Primary Residential-- Single-family(incl. modular homes) 1 1 Urban Density Secondary Forest-- Deciduous Proposed Road Improvement Minor Open Comp Plan Landuse Other Current Zoning Zoning Adopted 12/1980 Zoning Prior to 12/1980 Primary R1 Residential R1 Residential Agricultural Secondary 'Airport Protection Overlay Minor Scenic Highway Overlay Other Airport Safety Overlay Scenic Stream Overlay Natural Resource Extraction Overlay Airport Protection Overlay \ Entrance Corridor Overlay \ Flood Hazard Overlay Airport Noise Overlay ., OFFICE USE ON Y n n n /� /� VA# - N�1" TMP (D ci 1 l✓ O- N O 0 0 0 I 6 �/ 0 Application for Variance X;G _�� aariance=$120 ...* 5 l &IAik- 5 Project Name: Kappa Sigma International Headquarters Tax map and parcel: TMP 91-16 Magisterial District: Scottsville Zoning: R1 Physical Street Address(if assigned): Location of property(landmarks,intersections,or other): State Route 20, Albemarle County, Va. Does the owner of this property own(or have any ownership interest in)any abutting property? If yes,please list those tax map and parcel numbers the owner is in the process of purchasing t€.2,2 acre parcel immediatley to the northeast TMP 91-16D Contact Person(Who should we call/wr,te concerning this project?). Andrew Moore, Glave and Holmes Associates Address 801 E Main#300 City Richmond State Va Zip 23219 Daytime Phone( 804) 649-9303 Fax# 804-343-337F E-mail amoore@glaveandholmes.com Owner of Record Albemarle Carter Mountains Trust-c/o Albemarle Carter Mountains Management Company, LLI Address 2213 Concord Pike City Wilmington State De Zip 19803 Daytime Phone( ) Fax# E-mail Applicant(Who is the Contact person representing?). Kappa Sigma Fraternity Address 2020 Avon court, Suite 29 City Charlottesville State Va Zip 22902 Daytime Phone(434) 295-3193 Fax# (434)296 955 E-mail mic@hq.kappasigma.org OFFICE U E ONLY �.��y, (L , /� Fee amount$ /)/'� Date Paid*Check#`��VI'K /By Who?GioIt i fr&1/4C.Receipt#0 s lay ( lJ "�T County of Albemarle Department of Community Development " 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 64F S a./ VA-2004-016, (Sign # 5) Albemarle Carter Mountains Trust (owner), Kappa Sigma International Headquarters (applicant). Request to increase the building height limitation from 35 ft to 55 ft to allow the new construction of a fraternity headquarters. Located on Rt. 20 approx. 1/2 mi. south of inters. w/ Mill Creek Drive. Tax Map 91, Parcel 16, Zoned Residential, R-1 and EC Entrance Corridor overlay. The following information shall be submitted with the application and is to be provided by the applicant: I) Recorded plat or boundary survey of the property requested for the rezoning. If there is no recorded plat or boundary survey,please provide legal description of the property and the Deed Book and page number or Plat Book and page number. 2) The appropriate drawings showing all existing and proposed improvements on the property,with all dimensions and distances to property lines,and any special conditions on the property that may justify the request. 3) Fee payable to the County of Albemarle. 4) Description of Request: sea Z}{4l.c11 vVt B.•i-f. 5) Justification shall be based on these three(3)criteria: SB ew►Q.a 4. I) That the strict application of this ordinance would produce undue hardship. 2) That such hardship is not shared generally by other properties in the same zoning district and the same vicinity. 3) That the authorization of such variance will not be of substantial detriment to adjacent property and that the character of the district will not be changed by the granting of the variance. Owner/Applicant Must Read and Sign The application may be deferred by the staff or the Board of Zoning Appeals, if sufficient information necessary to this review has not been submitted by the deadline. I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my knowledge and belief. d;(7111441# 1;4W f(//0 %CZ_ 7/7/1 gnature of Owner Date Lae/ Gla geerr oLAYO : #04,44 's /45.54c 409-93a 3 Print Name Da(1()1' me p one number of Signatory e Iyi'e4 I )/ , 7/1/04 Page 2of2 N W/0 t' 11%'4 e S Sr ty s� J DESCRIPTION OF REQUEST Background We respectfully request a variance from the minimum height requirement of 35' for the building to be constructed on this site, currently zoned R-1 . This project has received a Special Use Permit (SUP) to construct a new Head Quarters for Kappa Sigma Fraternity, formerly located on Rt . 250 W. This facility will include a museum for fraternity records and artifacts, an administration ' area for approximately 20 staff, and a Chapter Room for fraternity ceremonies . From the onset of this project, it was Kappa Sigma' s desire that the facility be constructed such that the Chapter Room be located on its own level, above the Administrations area. Their intentions have consistently been to construct a 3- story building, because this best accommodates their programmatic and ceremonial needs . The desired image for this project is a grand estate, not unlike the Head Quarter' s previous facility on Route 250 west . We have received a staff recommendation for a final Certificate of Appropriateness from the Architectural Review Board, and are hopeful for approval soon. During the County' s final Site Plan Review, staff informed us that though the 2-story west elevation does meet the ordinance' s 35' maximum height limitation, the 3-stories of the east elevation exceeds the maximum height limit . . This project is extremely time-sensitive, because the Fraternity was unexpectantly required to vacate their previous facility due to unsuccessful litigation with the Fraternity' s ' foundation. In order to meet the Owner' s schedule requirements, we believed it would be critical to identify the parameters and requirements of the project as early as possible . From the beginning of this project, we met with the County regularly for discussions and reviews of the design (both formal and informal) . We received comments on these occasions, but the County never indicated, either verbally or in writing, that the building height was an issue until we received the phone call on September 1, 2004 . This was only days before we were expecting to get final site plan approval, and only a month before construction is slated to begin on the project . A timeline of the reviews and written comments provided by the County is as follows : Reviews with Albemarle County December 22 , 2003 - Submitted SUP Application. Site plan and section (see Attachment "A" ) with scale show building over 50' tall . February 5, 2004 - Receive written SUP review comments from County, including Zoning. February 13 - Informal review with County staff . February 23 - Submitted to ARB with 1/8" elevations (see Attachment "B" ) . March 16 - Working Session with Planning Commission and staff (Margaret Doherty) : 1/8" scale Elevations presented. April 5 - Architecture Review Board' s review and approval of conceptual design. April 22 - Meeting with County Building Inspector to review building code issues . April 27 - Hearing with Planning Commission - SUP recommendation passed. May 10 - Site Plan working session with County staff . May 12 - B.O. S. Hearing - awarded SUP; Kappa Sigma proceeds to finalize purchase of the land based upon county approval of SUP and building design. May 24 - Final Site Plan submitted; height of building written on cover page as 54 ' (see Attachment "C" ) . June 15 - received County comments - no objection to height noted on cover page (only note to "show dimensions for each building on C- 6 . " ) September 1 - notified by County Planning that building height issue may be a problem. 2325/Admin/104Code/104.2RegAgency/4-23-04Schlothauer September 7 - Architecture Review Board' s review and approval of final design. Clearly, the County had numerous opportunities to indicate that the building height of the design approved for the SUP and for the Architecture Review Board' s Certificate of Appropriateness was not acceptable . However, this never occurred until months after construction documents were nearly finished and the Owner had spent well over a million dollars on property acquisition and professional fees . The existing property has a considerable slope, which results in the east side of the lowest floor being at grade . What could be considered as a 2-story building with lower level therefore appears to be a 3-story building on the east side . Due to the orientation of the topography, it is unfortunate that this taller east elevation faces Route 20 . Although the east elevation has an entry on the lower floor, it is only intended for the occasional museum visitor. The entry on the west elevation is the primary entrance where most people will enter the building on a day-to-day basis . This entrance is nearest the parking area and accesses the main floor level , where the building' s daily occupants are located. Therefore, we believe the west elevation, containing the primary entrance, could be considered the "front" of the building, and the building could be modified to meet the 35' maximum height limitation if measured in this location. The staff has indicated that only the east elevation can be considered the "front" . Because of the depth of floors necessary to accommodate structure and mechanical systems, a 35' height requirement on the east elevation would effectively limit the building to a main level with walk- out basement . Neither the desired image nor the program of the Fraternity would be accommodated with this reduction in floors and height . In order to meet the Fraternity' s schedule requirements, construction must start in early October of 2004 . Failure to meet this schedule will jeopardize the fraternity' s ability to build on this site, as will requiring the east elevation to be reduced to 35' in height . Justification 2325/Admin/104Code/104.2RegAgency/4-23-04Schlothauer The existing topography presents a hardship for the current design, which is necessary in order to accommodate the Owner' s program. The orientation of the slope results in a bias against the design of what is essentially a 2-story building with walk-out lower level on one side . That is, if the topography were high at the front of the site and sloped down towards the rear of the site, then the current design could meet the 35' height requirement . However because of the slope up front-to-back on the site the tallest elevation faces Route 20 . Secondly, the east elevation complies with the spirit , if not the letter, of the ordinance . As noted above, the intent is to create a headquarters that appears like an estate and programmatically functions to meet Kappa Sigma' s needs . On this sloping site, only a two story structure, as entered from the west, can accomplish this . The site continues to rise behind the building such that the existing hill and trees will be a visible backdrop for it (see Attachment "D" ) . The building will therefore not be seen in profile against the sky, and so it will appear less dominant and be less visible . There are many similar estates in Albemarle County (such as Mirador, Redlands, Estouteville, Morven, and others) which exceed 35' in height . Furthermore, there is an exception to the 35' maximum height which allows agricultural museums and farm structures to exceed 35 ' . The intent of limiting height seems to be to maintain the look of what might be expected in a rural/residential area. Our museum is not "agricultural" , but it is located within a structure which will have the appearance of a grand estate, and will be in keeping with the surrounding area. The variance would not be a substantial detriment to adjacent properties . Additional Considerations This property is in a designated growth area, and this project resonates with the intent for new growth in this area . It could be seen as an improvement over other potential developments . The Kappa Sigma Headquarters will generate minimal new traffic, and its appearance will be in keeping with the estates which line Route 20 between Scottsville and Charlottesville advancing the rural/residential character of Route 20 . 2325/Admin/104Code/104.2RegAgency/4-23-04Schlothauer Another significant consideration is that this project is in the County' s interest and for the public good. As part of the conditions of the SUP, Kappa Sigma has agreed to extend public water and sewer from a point roughly one half mile north to this site . The cost of this work will approach half a million dollars, and this extension of the County' s utility infrastructure will benefit not only the adjacent land owners, but the County as well . 2325/Admin/104Code/104 2RegAgency/4-23-04Schlothauer , a , DESCRIPTION OF REQUEST Background We respectfully request a variance from the minimum height requirement of 35' for the building to be constructed on this site, currently zoned R-1. This project has received a Special Use Permit (SUP) to construct a new Head Quarters for Kappa Sigma Fraternity, formerly located on Rt. 250 W. This facility will include a museum for fraternity records and artifacts, an administration area for approximately 20 staff, and a Chapter Room for fraternity ceremonies. From the onset of this project, it was Kappa Sigma's desire that the facility be constructed such that the Chapter Room be located on its own level, above the Administrations area. Their intentions have consistently been to construct a 3-story building, because this best accommodates their programmatic and ceremonial needs. The desired image for this project is a grand estate, not unlike the Head Quarter's previous facility on Route 250 west. We have received a staff recommendation for a final Certificate of Appropriateness from the Architectural Review Board, and are hopeful for approval soon. During the County's final Site Plan Review, staff informed us that though the 2-story west elevation does meet the ordinance's 35' maximum height limitation, the 3-stories of the east elevation exceeds the maximum height limit. This project is extremely time-sensitive, because the Fraternity was unexpectantly required to vacate their previous facility due to unsuccessful litigation with the Fraternity's foundation. In order to meet the Owner's schedule requirements, we believed it would be critical to identify the parameters and requirements of the project as early as possible. From the beginning of this project, we met with the County regularly for discussions and reviews of the design (both formal and informal). We received comments on these occasions, but the County never indicated, either verbally or in writing, that the building height was an issue until we received the phone call on September 1, 2004. This was only days before we were expecting to get final site plan approval, and only a month before construction is slated to begin on the project. A timeline of the reviews and written comments provided by the County is as follows: Reviews with Albemarle County December 22, 2003— Submitted SUP Application. Site plan and section (see Attachment "A") with scale show building over 50' tall. February 5, 2004—Receive written SUP review comments from County, including Zoning. February 13 —Informal review with County staff. 111. 110 February 23 —Submitted to ARB with 1/8" elevations (see Attachment "B"). March 16—Working Session with Planning Commission and staff(Margaret Doherty): 1/8" scale Elevations presented. April 5 —Architecture Review Board's review and approval of conceptual design. April 22—Meeting with County Building Inspector to review building code issues. April 27— Hearing with Planning Commission—SUP recommendation passed. May 10—Site Plan working session with County staff. May 12—B.O.S. Hearing - awarded SUP; Kappa Sigma proceeds to finalize purchase of the land based upon county approval of SUP and building design. May 24—Final Site Plan submitted; height of building written on cover page as 54' (see Attachment "C"). June 15 —received County comments—no objection to height noted on cover page (only note to "show dimensions for each building on C-6.") September 1 —notified by County Planning that building height issue may be a problem. September 7-Architecture Review Board's review and approval of final design. Clearly, the County had numerous opportunities to indicate that the building height of the design approved for the SUP and for the Architecture Review Board's Certificate of Appropriateness was not acceptable. However, this never occurred until months after construction documents were nearly finished and the Owner had spent well over a million dollars on property acquisition and professional fees. The existing property has a considerable slope, which results in the east side of the lowest floor being at grade. What could be considered as a 2-story building with lower level therefore appears to be a 3-story building on the east side. Due to the orientation of the topography, it is unfortunate that this taller east elevation faces Route 20. Although the east elevation has an entry on the lower floor, it is only intended for the occasional museum visitor. The entry on the west elevation is the primary entrance where most people will enter the building on a day-to-day basis. This entrance is nearest the parking area and accesses the main floor level, where the building's daily occupants are located. Therefore, we believe the west elevation, containing the primary entrance, could be considered the "front" of the building, and the building could be modified to meet the 35' maximum height limitation if measured in this location. 2325/Admin/104Code/104.2RegAgency/4-23-04Schlothauer The staff has indicated that only the east elevation can be considered the "front". Because of the depth of floors necessary to accommodate structure and mechanical systems, a 35' height requirement on the east elevation would effectively limit the building to a main level with walk-out basement. Neither the desired image nor the program of the Fraternity would be accommodated with this reduction in floors and height. In order to meet the Fraternity's schedule requirements, construction must start in early October of 2004. Failure to meet this schedule will jeopardize the fraternity's ability to build on this site, as will requiring the east elevation to be reduced to 35' in height. Justification The existing topography presents a hardship for the current design, which is necessary in order to accommodate the Owner's program. The orientation of the slope results in a bias against the design of what is essentially a 2-story building with walk-out lower level on one side. That is, if the topography were high at the front of the site and sloped down towards the rear of the site, then the current design could meet the 35' height requirement. However because of the slope up front-to-back on the site the tallest elevation faces Route 20. Secondly, the east elevation complies with the spirit, if not the letter, of the ordinance. As noted above, the intent is to create a headquarters that appears like an estate and programmatically functions to meet Kappa Sigma's needs. On this sloping site, only a two story structure, as entered from the west, can accomplish this. The site continues to rise behind the building such that the existing hill and trees will be a visible backdrop for it (see Attachment "D"). The building will therefore not be seen in profile against the sky, and so it will appear less dominant and be less visible. There are many similar estates in Albemarle County (such as Mirador, Redlands, Estouteville, Morven, and others) which exceed 35' in height. Furthermore, there is an exception to the 35' maximum height which allows agricultural museums and farm structures to exceed 35'. The intent of limiting height seems to be to maintain the look of what might be expected in a rural/residential area. Our museum is not "agricultural", but it is located within a structure which will have the appearance of a grand estate, and will be in keeping with the surrounding area. The variance would not be a substantial detriment to adjacent properties. Additional Considerations This property is in a designated growth area, and this project resonates with the intent for new growth in this area. It could be seen as an improvement over other potential developments. The Kappa Sigma Headquarters will generate minimal new traffic, and its appearance will be in keeping with the estates which line Route 20 between Scottsville and Charlottesville advancing the rural/residential character of Route 20. 2325/Admin/104Code/104.2RegAgency/4-23-04Schlorhauer 4111. al) Another significant consideration is that this project is in the County's interest and for the public good. As part of the conditions of the SUP, Kappa Sigma has agreed to extend public water and sewer from a point roughly one half mile north to this site. The cost of this work will approach half a million dollars, and this extension of the County's utility infrastructure will benefit not only the adjacent land owners, but the County as well. 2325/Admm/104Code/104.2RcgAgency/4-23-04Schlothauer 6.00 0 , 4 ,.,, , 410 ,,,,,,,-. , .....- if ....6.- "s ,s,. irafik,oliki.', ‘,.,...,,.,,,,, ,....,..„./..-:;;,,,, 441410.,_,.;,0114,./L.42, e. 1,41,9, 4,,,,,',61,_?r- lf,.,,,,.,..,.,,>,, ' ,:..,...„.-..-3_, .., , .i.,; eilie, .',' , , .. '17,-:., ,,..: ..--,:,,,,,?' w;* . .rw f� r r / . c rye / 41, d 6, � \a fix.: p � y .., x ��' <pi^ -. `x� , \�' "a t� ��' a^ "` 1W' . / / 3 ",x €. off.. w'. 4 �'�.. �,. ' ' � vim. � - `'` 9 � � e� .� - e� d t , a ' i °y r1y,1� � � ,,,: 11 -, • _ ,\ - a ! 3 ,•.,._.P�" _ ., tea.ff l .x, ` . • F"-: 0 o- 4 ' • { u e IyN s 'a !t i - ,p; i 'u - \ � _ o R. Cyr. `� rs / !! s� + ' moo . iit _ .,,mi !__ w = n 63,40,,e_,..!%.-1-. ..4.-.„ ::,., ., 1 ,/ . , , ..,,,, 'el, )7 .w + �.�ix�or. 7 firs�9'1 'Inllll etirnr edmi i rye .. . . , ,-. ---' .0,,. _ A 1� p,g..i yt `: �dE• c• i I�I F 41x a' •.1"'n_ 6Q. y "S W. , + IN ty .. a{ i C -i�llllll / • ._ xo / a M _ _ d _ ,tea _ 1• +y , air . i v N' - 444`''' -' . /ii ycz,r� .it4 . ....., ai , '.. .., ,,, ,.. . . :; __ , ., ... . . . . . . . . . . ... , , , Site Master Plan KAPPA SIGMA FRATERNITY HEADQUARTERS GLk'dE & H O L M E S December 22,2003 Albemar'e County, Virginia IMP- /trifle tuNaNT a 1 . . , r , t _. ____ : 24 --it,5:.53: k; f / l 1 \ ik -"I> li,IP MSESIN _,>< _IX Ji , , ,, l I t I N I --� ' ��� -I uiUI III': III Imo ® Ill; .1 S I > > ��i NW as -Mr .01 — , i = ^ ^ / tt �-►. a► II ir— _ �� II:, , I I �, '�ii _ _. _. ,__, ,_ 1 _ CIS: , 1 II, �. �_ i r -J it ♦ d East Elevation KAPPA SIGMA FRATERNITY HEADQUARTERS GLAVE Scale=/32" H O L M E S February 13,2004 Albemarle County, Virginia ASSOCIATES ,‹< .,, r —,.. . ... ,, :,4 ..- -gizi3E;,-- ---1 ,,,,,--7-7 .., E...., ► .4 e _ IF Ifly! , III LN_LL.,_ __ ‘ , , : . 1 1Th South Elevation KAPPA SIGMA FRATERNITY HEADQUARTERS GLAVE & Scale=%2" H O L M E S Albemarle Count Virginia ASSOCIATES emare February 13, 2004 y, r� •�:•'T['T'v.E k CEECn PROJECT DATA: 1. THE OWNER/CLIENT OF. THIS PROPERTY IS: KAPPA SIGMA FRATERNITY 2020 AVON COURT, SUITE 29 CHARLOTTESVILLE, VA 22902 TELEPHONE: (434) 295-3193 FACSIMILE: ((434)) 296-9557 2. THESE PLANS HAVE BEEN PREPARED BY: DRAPER ADEN ASSOCIATES 8090 VILLA PARK DRIVE RICHMOND, VA 23228 TELEPHONE: (804) 264-2228 FACSIMILE: (804) 264-8773 3. SOURCE OF INFORMATION: COUNTY RESEARCH, OWNER PROVIDED, AND SURVEY. 4. SOURCE OF SURVEY AND TOPOGRAPHY: DRAPER ADEN ASSOCIATES 5. PARCEL: 6.141 ACRES LOCATED ON STATE ROUTE 20. TAX MAP: 91-16 ZONING: R-1 RESIDENTIAL/E-C ENTRANCE CORRIDOR. COMP PLAN: NEIGHBORHOOD 44 URBAN DENSITY). PROFFERS: SPECIAL USE PER IT SP 03-91. WATERSHED = MOORE'S CREEK #12. 6. BUILDING STATISTICS: FIRST FLOOR PLAN: 7,373 SF SECOND FLOOR PLAN: 5,220 SF THIRD FLOOR PLAN: 3.425 SF TOTAL BUILDING SQUARE FOOTAGE: 1",028 SF FLOOR AREA RATIO: 0.075 MAXIMUM BUILDING HEIGHT: 3 STORY. - 74 FT. TOP OF CUPOLA 59 FT. TOP OF ROOF 54 FT. R00 0 MID -POINT F F 0 6. PROPOSED USES: _ PHASE 1 . FUTURE PHASES, - ADMINISTRAME MEAS - - 6,389 S.F. 832 S.F. CHAPTER MEETING ROOM 4,214 S.F. 0 S.F. MUSEUM/ARCHIVES/UBRARY- 3,825 S.F. 45 S.F. PRIVATE LODGING (8 ROOMS) - 0 S.F. 4,900 S.F. CONFERENCE ROOM FACILITIES 0 S.F. 5,500 S.F. BOARD ROOM FACILITIES - 0 S.F. 950 S.F. SUPPORT FACILITIES 1,610 S.F. 0 S.F. TOTAL NET AREA - 16,028 S.F. 12,227 S.F. 28,255 S.F. TOTAL GROSS AREA (x 1.3 FACTOR). 36,732 S.F. RECREATIONAL PAVILLION 6,800 S. F. GRAND TOTAL (UP TO 30PERSONNEL) _ 43,532 S.F. LOT COVERAGE: BUILDINGS: 16,028 SF (7,373 SF BLDG, FOOTPRINT) PARKING AND DRIVEWAYS: ??,??? SF OTHER: ??,7?? SF LANDSCAPED AND UNDEVELOPED AREAS: '?.?? ACRES IMPERVIOUS AREAS: ??,??? SF 7. STANDARDS AND SPECIFICATIONS• 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED JANUARY 2002. 2. MRGINDI DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED JANUARY 1, 2001. 3. VIRGINDI WORK AREA PROTECTION MANUAL, DATED JANUARY 1, 1996. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 3RD EDITION, 1992. 5. MRGINIA DEPARTMENT OF CONSERVATION AND. RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA STORM - WATER MANAGEMENT HANDBOOK, 1ST EDITION, 1999. 6. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL 'WATER AND SEWER CONSTRUCTION SPECIFICATIONS; JANUARY 15, 1998. 8. PARKING STATISTICS• REQUIRED SPACES: 88 (BASED ON APPROVED PARKING STUDY) REQUIRED LOADING SPACES: 1 PARKING PROVIDED: REGULAR: 84 LOADING SPACES: 1 HANDICAP: 4 TOTAL SPACES: 88 i p0� �pTp 631 o tips 20 121 v =U A oQo 742 12 120 [� RGti / FgFc cO(lec o 4<01_ MONTICELLO o pO HIGH 4" 20 SCHOOL R v • °,P pe � F eCF c0 3 3 N °2 SITE _ _..¢..... _... ._ 20 s RFs,R VICINITY MAP qr NTS SHEET INDEX: SHEET TITLE SHEET NO. COVER SHEET ..... . .............................. C-1 NOTES.......................................C-2 EXISTING CONDITIONS . . .................. ... C-3 DEMOLITION AND EROSION CONTROL PLAN - PH. I.. C-4,1 DEMOLITION AND EROSION CONTROL PLAN - PH. 2.. C-4.2 SITE UTILITY PLAN .............................. C-5 SITE LAYOUT AND PAVING PLAN .................. C-6 GRADING AND DRAINAGE PLAN ...... . . . ......... C-7 PROFILES . ...................................... C-8.1 PROFILES . ...................................... C-8.2 EROSION AND SERIMENT CONTROL.AETAIiSI ....... C-9 UTILITY DETAILS .......C-10 UTILITY DETAILS................................C-11 CIVIL DETAILS .... .........................C-12 LANDSCAPE PLAN ................................ L-1 LANDSCAPE DETAILS ...................... .....L-2 TOTAL NUMBER OF SHEETS: 16 STANDARD LIST OF ABBREVIATIONS A AREA MIN MINIMUM AC ACRES) OP OUTLET PROTECTION AWWA AMER CAN WATER WORKS ASSOCIATION PB PARCEL BOOK CE CONSTRUCTION ENTRANCE PSI - POUNDS PER SQUARE INCH CF CUBIC FEET PT POINT OF TANGENCY Co CURB AND GUTTER PVC POLYVINYL CHLORIDE CIP CULVERT INLET PROTECTION RCP REINFORCED CONCRETE PIPE CY CUBIC YARD R.D. ROOF DRAIN D.B. DEED BOOK R/W RIGHT-OF-WAY DC DUST CONTROL RWC RAIN WATER COLLECTOR DO DIVERSION DIKE Son. SANITARY D.I.P. DUCTILE IRON PIPE S.F. SQUARE FOOT (FEET) DI DROP INLET SF SILT FENCE CIA DIAMETER SPEC. SPECIFICATION DS DOWNSPOUT $S STREAM BANK STABILIZATION EA EACH ST. STORM EL ELEVATION ST SEDIMENT TRAP EX. EXISTING STS STRAW BALE BARRIER FC FACE OF CURB STD. STANDARD F.F. FINISHED FLOOR SW SIDEWALK F.L. FLOW LINE SY SQUARE YARD GS GROUND SHOT TO TOP OF CURB INV. INVERT TCF TEMPORARY CONSTRUCTION FENCE IP INLET PROTECTION TP TREEPROTECTION LAT LATERAL TtP, TYPICAL LF LINEAR FOOT (FEET) VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION MAX. MAXIMUM VESCH VIRGINIA EROSION AND SEDIMENT CONTROL MH MANHOLE HANDBOOK WV WATER VALVE LEGEND EXISTING FEATURES: PROPOSED FEATURES: DROP INLET &STORM SEWER. __________________ CG-6 STORM SEWER & MANHOLE ===c= CG-6R SANITARY SEWER & MANHOLE CONCRETE t �•+ a' CLEANOUT o HEAVY DUTY -.PAVEMENT WATERLINE ---------- W--------- LIGHT DUTY PAVEMENT WATER VALVE ® DRAINAGE DIVIDES m®m sxa WATER METER a PROPOSED CONTOURS tO0 CHECK VALVE DROP INLET & STORM SEWER FIRE HYDRANT STORM SEWER & MANHOLE WELL (POTABLE) Q SANITARY SEWER & MANHOLE -S i GAS VALVE 0 CLEANOUT • GAS DRIP 6 WATERLINE W POWER/UTILITY POLE 0 WATER VALVE 6 LIGHT POLE/STREET LAMP Q WATER METER c FIRE HYDRANT -4- OVERHEAD POWER LINE —c— — —E— — ROOF DRAIN —RD-1'—RD— OVERHEAD TELEPHONE UNE, —T— — —T— — FENCE N X iE >T- UNDERGROUND TELEPHONE —""—UGT"""-""'- CO-12 (HANDICAP RAMP). UNDERGROUND POWER --• UGP- •- - _.. SWALE/DITCH_. _... ._......— ..._. ....._ EDGE OF PAVEMENT „ RIPRAP SOIL BORING LOCATION B-1 STREET LIGHT -� TELEPHONE- PEDESTAL PARKING LOT LIGHT POLES GAS LINE — —0 — —0 — STEEP SLOPE TREEUNE HOSE BIB 1 GUARDRAIL — — -Q- — — -P SETBACK/EASEMENi/BUILD TO UNE LIMITS OF CLEARING & CONSTRUCTION . PROPERTY/ROW LINE — — FLOW LINE •—• •— CONTOUR ---------------------: REDUCER INDEX CONTOUR --------- 10----------- SIGN T CURB AND GUTTER SPOT ELEVATION FENCE UNE —x—x—x—x—x—x— GAS UNE — G — — •G— — REDUCER � SIGN ELECTRICAL LINE —E E— TELEPHONE LINE — T T— EDGE OF PAVEMENT DEMOLITION REMOVE TREE REMOVE ASPHALT/GRAVEL/CONCRETE REMOVE STRUCTURE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER ALBEMARLE.COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION BUILDING OFFICIAL UAW -& rimer Marc rlULMES1 ASSOCIATES 4RCHITF[TlIRF Ft DFSIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com CONSULTANTS C�fivLlawl4 0897 Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Mitner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 `I STRUCTURAL ENGINEER Dunbar Milby Wilijams,Pittman 8 Vaughan. IIQ 3rd Street, N,E, Charlottesville, Virginia 22902 T 434 293 501 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingle Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL 1yy1F.+�LTH OF y�"" ¢. J, ER, f 04 PROJECT NUMBER R03456-09 DATE MAY 24, 2004 DRAWN BY: DAA CHECKED BY: DJR REVISIONS NO. DATE DESCRIPTION 1 04/02/04 SCHEMATIC DESIGN 2 05/10/04 PRELIM. SITE PLAN PROJECT TITLE KAPPA SIGMA FRATERNITY HEADQUARTERS CHARLOTTESVILLE VA . ISHEET TITLE COVER SHEET SHEET NUMBER 'l � DRAWING TITLE TITLE LINE 2 1 1 TITLE LINE 1 DRAWING DESCRIPTION SCALE:1/8" = V-0" 0 XREF:100001XREFUC-AAAA 0 4' 8' 16, DRAWING No./LETTER GRAPHIC BAR SCALE DRAWING LOCATION DRAWING SCALE REFERENCE LOCATION OPT, DWG FILE REFERENCE COLUMN GRID 1 No, AT VERTICAL GRID LETTER AT HORIZONTAL GRID A 1 DIMENSIONS BUILDING SECTION 1 1 A1.1 A1.1 A1.1 A1,1 DIMENSION TO WORK POINT DIMENSION TO COMPONENT DIMENSION TO GRIDLINE SECTION NUMBER SECTION LOCATION REFERENCE LOCATION WALL SECTION 1 SECTION NUMBER SECTION LOCATION A1.1 A1.1 REFERENCE LOCATION EXTERIOR ELEVATION A ELEVATION LETTER ELEVATION LOCATION A1.1 A1.1 REFERENCE LOCATION INTERIOR ELEVATION A ELEVATION VIEW 1 ELEVATION NUMBER A1.1 A 1.1 B i ELEVATION LOCATION REFERENCE LOCATION DETAIL KEY *- -•� A DETAIL LETTER 1 DETAIL LOCATION A1.1 A1.1 i REFERENCE LOCATION S AREA TO BE DETAILED ROOM NAME Et No. DOOR NUMBER AAAAAA AAAAAA 000 000 PARTITION TYPE ELEVATION DATUM FIRST FLOOR 0.00' CEILING HEIGHT KEYNOTE 8'-0" 00 NORTH ARROW REVISION N A MATERIALS EARTH GRAVEL 0 0 0 CONCRETE MASONRY BRICK STEEL ALUMINUM SAND/MORTAR/GYP WOOD BLOCKING RIGID INSULATION GLASS (LARGE SCALE) CERAMIC TILE (LG) WINDOW TYPE Al PLAN DATUM 00.00, DATUM WORKPOINT WP MATCHLINE � A00.00 CONCRETE a STONE BRASS/BRONZE PLYWOOD BATT INSULATION ACOUSTICAL TILE ; mr%vf, _ �` Simmons Gap y Geei" S anardsville Rochelle a :: -5 m OWNER/APPLICANT �roiiaes 34 tip ��o Shady drone Amicus Dawso rllS* kuffletown Lar no ° ° p z9 orany _ KAPPA SIGMA FRATERNITY f aP o 0 oonesville quinque Netr+town`, 71 •.� ° l.,,.. '' •. e a Montfo •d ' 1crossroads `` -.Dickenson Stor. ' htontpelle.r ftatloti 2020 AVON COURT, SUITE 29 l Albano rr Lmerset `�• CHARLOTTESVILLE VIRGINIA 22902 rAdva ce_Mflis d 1 amps,o Mountfair l 66 r 'e 'o arnle Tibbstown 434-295-3193 I Doylesvllle o rtt Union , ��, °m adr d ° r4 Rivanna' °wattsrY� ordonsville t white Hall ollymead 001 �a �_~, Melt°ns APPLICABLE CODES t frAstony Point �� ,'� Gre n spring e� ; w Hydraulle. Northf.Wlds �1 • 6� 'Crozet ,� i• � ° °� Bos'well,}'Tgvern 33 Ivy Eestham ZZ -� 2000 VIRGINIA USBC (INTERNATIONAL BUIILDING CODE 2000) 25 11 ; 8ell�i 29 '�~+"'� i fietrr�a 15 %Art n� Ctiariat�asxnlp:.' Trevinans ICC/ANSI A117.1 -1998 P1Ba 1 ,; Rug Medlock 5 wan rl,anga�tldway'" �k ►h�, k'i ° Zion ° Poindexter 2000 INTERNATIONAL FUEL GAS CODE 'mod 5 Batesville � � " 4 Simeon o Avon A rowl/ead j� It Simeon •goyQ Tavern lzs 2000 INTERNATIONAL MECHANICAL CODE �• F overtod" 53 Payhes MITI II: crossroadi�,_; 2000 INTERNATIONAL PLUMBING CODE 1 North Garden ° 5-•----{ 15 ` -•,. 14b' o "I1999 NATIONAL ELECTRICAL CODE �creenfleld Heards south Garden '•« aL�� Monticello llo p ybee ' z5 Blenheim N'ahor •:y;9Cra on Nellylsford •.ovesville Powelkorner o ° USE GROUPS woodrldge Cunningham Kents Store° °cullysville Dungietown ,keene._ _, ;. ° Antioch Rockaway° a ilmington tir,� + NONSEPARATED MIXED OCCUPANCIES awthorne Mill `�� z9 ° ... paryton, Porters',, •:" ... ,. A3 -ASSEMBLY 9' P. carysbrook .�;' j R°CkfiSh`' - > scottsyllle Kid store +�f� B -BUSINESS Schuyler °'Boiling Spring°°�. Cohasset `. Nolmhead warren I y Nicholas q,- CONSTRUCTION TYPE N 11-B - NONCOMBUSTABLE, UNPROTECTED CHARLOTTESVILLE, VA. FIRE PROTECTION FULLY SPRINKLERED ABBREVIATION LIST A A/C AIR CONDITIONING APC ACOUSTICAL PANEL CEILING ATC ACOUSTICAL TILE CEILING ADJ ADJACENT,ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE AR AREA OF REFUGE ARCH ARCHITECT(URAL) AWC ACOUSTICAL WALLCOVERING AWP ACOUSTICAL WALL PANEL B BD BOARD BLDG BUILDING BLKG BLOCKING BRK BRICK BOT BOTTOM C CAB CABINET CEM CEMENT CIP CAST IN PLACE CJ CONTROL JOINT CLG CEILING CLO CLOSET CMU CONCRETE MASONRY UNIT CO CASED OPENING COL COLUMN CONC CONCRETE CORR CORRIDOR, CORRUGATED CPT CARPET(ED) CT CERAMIC TILE CU FT CUBIC FEET D DD DECK DRAIN DEFS DIR APPUD EXT FINISH SYSTEM DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DN DOWN DS DOWN SPOUT DWG(S) DRAWING(S) E E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR EMER EMERGENCY EPDM ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUIP EQUIPMENT EXP EXPOSED EXIST EXISTING EXT EXTERIOR F FA FIRE ALARM FAB FABRIC FD FLOOR DRAIN, FIRE DAMPER FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET BUILDING AREA FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN 7,373 SQ.FT. 7,373 SQ.FT. 5,220 SQ.FT. TOTAL 19,966 SQ.FT. BUILDING HEIGHT 3 STORY - 76'-5" TOP OF CUPOLA 59-7" TOP OF ROOF 55-4" MID POINT OF ROOF CHARLO ESVILLE, VIRGIN FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FRT FIRE RETARDENT TREATED FT FOOT, FEET FTG FOOTING G GA GUAGE GALV GALVANIZED GC GENERAL CONTRACTOR GFRC GLASS FIBER REINF. CONC. GYP GYPSUM GWB GYPSUM WALL BOARD H HC HOLLOW CORE HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HOR HORIZONTAL HT HEIGHT HTG HEATING HVAC HEATINGNENTILATING/ AIR CONDITIONING i ID INSIDE DIAMETER INCL INCLUD(E), (ED), (ING) INSUL INSULAT(E), (ED), (ING), (ION) INT INTERIOR J JAN JAN ITOR JT JOINT K KIT KITCHEN KO KNOCKOUT L L LENGTH LAB LABORATORY LAM LAMINAT(E), (ED), (ION) LAV LAVATORY LINO LINOLEUM LT LIGHT M MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MLDG MOLDING MO MASONRY OPENING MTL METAL N N NORTH NIC NOT IN CONTRACT No., 4 NUMBER NOM NOMINAL NTS NOT TO SCALE 0 CC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE P PERF PERFORAT(E), (ED), (ION) PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL AFF ABOVE FINISH FLOOR PNT PAINT(ED) PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PTN PARTITION PVC POLYVINYL CHLORIDE R RAD RADIUS RB RUBBER BASE RD ROOF DRAIN RE: REFER TO REF REFRIGERA(NT), (TOR) REINF REINFORC(E), (ED), (ING) REQD REQUIRED RES RESILIANT REV REVISION RL RAIN LEADER RM ROOM RO ROUGH OPENING RT RUBBER TILE S S SOUTH SCHED SCHEDUL(E), (ED) SD STORM DRAIN SHT SHEET SIM SIMILAR SQ SQUARE SS STAINLESS STEEL, SOLID SURFACE STD STANDARD STL STEEL STN STAIN(ED) SUSP SUSPEND(ED) T T&G TONGUE & GROOVE TBD TO BE DECIDED TEL TELEPHONE TERR TERRAllO THK THICKNESS) TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TV TELEVISION TYP TYPICAL U UNO UNLESS NOTED OTHERWISE V VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD VIN VINYL ,f ; f ark�;,�F--.. _ %rcj ism` iv �, .. Qt. i rcjo l7 �I r k�� IROUTE 20 'CHARLOTfESVILLE, VIRGINIA (ZIPCODE) W W WEST, WIDE, WIDTH W/ WITH W/0 WITHOUT WC WALLCOVERING, WATER - CLOSET WD WOOD WT WEIGHT pr. T1.1 PROJECT INFORMATION CIVIL CA COVER SHEET C.2 NOTES C.3 EXISTING CONDITIONS C.4.1 DEMOLITION AND EROSION CONTROL PLAN - PHASE 1 C.4.2 DEMOLITION AND EROSION CONTROL PLAN - PHASE 2 C.5 SITE UTILITY PLAN C.6 SITE LAYOUT AND UTILITY PLAN C.7 GRADING AND DRAINAGE PLAN C.8.1 PROFILES 0.8.2 PROFILES 0.9 EROSION AND SEDIMENT CONTROL DETAILS C.10.0 UTILITY DETAILS C,10.1 UTILITY DETAILS C.11 CIVIL DETAILS ` LANDSCAPE L.1 LANDSCAPE PLAN L,2 LANDSCAPE DETAILS N ARCHITECTURAL AO.2 LIFESAFETY PLAN A1.1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A1.3 THIRD FLOOR PLAN A1.4 ROOF PLAN A2.1 EAST - SOUTH ELEVATION A2.2 WEST - NORTH ELEVATION A3.1 BUILDING SECTION A3,2 BUILDING SECTION A3.3 WALL SECTIONS A3.4 WALL SECTIONS A4.1 PARTITION TYPES AND WALL SYSTEMS A4.3 CUPOLA DETAILS A5.1 DOOR SCHEDULE, DOOR & FRAME TYPES, & DOOR DETAILS A5.2 DOOR DETAILS A6,1 SOUTH STAIR PLANS & ELEVATION A6.2 NORTH STAIR PLANS & ELEVATION A6.4 TOILET PLANS & ELEVATIONS A7.1 INTERIOR ELEVATIONS- FIRST FLOOR A7.2 INTERIOR ELEVATIONS -SECOND FLOOR A7,3 INTERIOR ELEVATIONS -THIRD FLOOR A8.1 FINISH SCHEDULE A9.1 FIRST FLOOR REFLECTIVE CEILING PLAN A92 SECOND FLOOR REFLECTIVE CEILING PLAN A9.3 THIRD FLOOR REFLECTIVE CEILING PLAN MISC. SYMBOLS - CENTERLINE !� PROPERTYLINE ,cC ANGLE .� PERPENDICULAR DIAMETER STRUCTURAL S1.0 TYPICAL NOTES AND DETAILS 31.1 FOUNDATION PLAN S1.2 SECOND FLOOR FRAMING PLAN S1.3 THIRD FLOOR & PARTIAL ROOF FRAMING PLAN S1.4 ROOF FRAMING AND CUPOLA FRAMING PLANS S1.5 WALL FRAMING SECTIONS S2.1 FOUNDATION SECTIONS S3,1 FOUNDATION SECTION $12 ROOF AND FLOOR SECTIONS PLUMBING P0,1 LEGENDS ABBREVIATIONS & SCHEDULES P2.1 FLOOR PLAN PLUMBING P2.2 FLOOR PLAN PLUMBING P2.3 FLOOR PLAN PLUMBING MECHANICAL M0,1 LEGENDS ABBREVIATIONS & SCHEDULES MO.2 SCHEDULES M2.1 FLOOR PLAN,HVAC M2.2 FLOOR PLAN HVAC M23 FLOOR PLAN HVAC M3.1 ENLARGED PLANS HVAC M4.1 DETAILS HVAC ELECTRICAL EO.1 SITE PLAN ELECTRICAL E0,2 SINGLE LINE DIAGRAM AND POWER PANEL SCHEDULES E1,1 FIRST FLOOR PLAN POWER & SECONDARY SYSTEMS E1,2 SECOND FLOOR PLAN POWER & SECONDARY SYSTEMS E1.3 THIRD FLOOR PLAN POWER & SECONDARY SYSTEMS E2.1 FIRST FLOOR PLAN LIGHTING E2,2 SECOND FLOOR PLAN LIGHTING E2.3 FLOOR PLAN LIGHTING E3.1 FIRST FLOOR PLAN TELECOM E3,2 SECOND FLOOR PLAN TELECOM E3,3 THIRD FLOOR PLAN TELECOM G LAVE H 0,,L.ME S.* s C LA ARCHITECTURE ft. DES16N 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gtaveandhotmes.com PROJECT TITLE KAPPA SIGMA. FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL ( No PROJECT NUMBER 2325 DATE AUGUST 13, 2004 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE PROJECT INFORMATION SHEET NUMBER - . \ I , " _> ''_ : , \ ` \ 488. _. \., 1­1 , I ,� \ �\ ` A� \ � ., 11 .. \ . \ ,`\ 0 \ SURVEY NOTES' \ \ \\ 2; ` \� ; fleas N F Laura Moss \ \x504!4 `\ t-' /^ \ ,\ �.,'� -" a8 `�� / X 50r9 XA98.3\" , ` �� \ \� \ 1.) The property shown hereon Iles m Floo one C, not a \ ,, •. \ I �;'� ,\ ', - �. \\,. TREE ABBREVIATIONS D.B. 2663 a e 299 HUD 100 year Flood Zone, as shown per FEMA ` D.B. 795 a e 440 lot \ \\\\` \ \ \ \ \ \ \ ,49 s-'x96 4 ,\\\, P� \\ \ Inv=485.9 page , (p ) ��\ �\ , \\ ' \ \ \ \\\� oryo \ �, Al Ailanthus Ailanthus altissima Community -Panel Number 510006 0375 B. \ 513.1 . '' ` \\" �, �\ \ \ \. N \\ \ " : 4a7.4 AH American Holly Ilex opaca Y T.M.P. 91-16C \. \ \ Zoning: R-1 \ \\ , `;�;r' I `` \ \ \ \ \ \ \ \ \ \'�` � \'\ � fleas QQ �, .2 - g' ,/ / \ X�1�. I i I , \ \ \ \ \ \ \ A9 \\\ ,� N . "' AV Arbor Vitae Thuja occidentalis 2.) Miss Utility Ticket �B332200293 indicates the following ` Present Use: Residential \ ` / I i 1 \ s \ \\ ��aa.2 \ ` \ I1 X o4. \ \ \ \ \ \ \\ \\\R \ \ a BE Boxelder Acer negundo utilities may be in the vicinity of the Project limits: \ // \ 1JIII \ \ \ \ \ \ \ \\`\\\ q nv,=486.8 `\ a`Q BC Black CherryPrunus serotina \ `, ' i//"'_ _ } 1�111I \ \ \ \ \\ \ \ \ \ \ \\\\_ \\ \� \ o�� ` / `I / � � l ! \ \ \ \ \ \ \ s°o \ \ \ \ \ \ \ \ \�` tit\\ � \ ~�, \���s• BG Black Gum Nyssa Sylvatica Albemarle County Service Authority: ` NNN I, --,".. - `a.:•., \ /// }/ /////// \ \ \ \ \ \ \ \ \ \ \ �93. \ `, 9� \\ \ , \ BL Black Locust Robinia pseudoacacia Contact: Pete Gorham , � ..:' `:: __ \ / / " `` \, \ ,' \� \ BO Black Oak Quercus velutina \ ?s „ . /r51 '4 9 , ///I// C5t18.� `7c\ :0\ \\ \ \\ \\ \ \\ \ \ 49 \\\ \\ \ X4$7.7 Phone: (434) 977-4511 ,o`' s \ \ 14.9 ///' ~ j /// I /j / I II ``; 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ x \ \`:`\ \ \ 4sa3 \ CA Carolina Ash Fraxinus caroliniana \ \ \ 1. \ "�,'\ //// /1 1 ` \ \ \ \ 49� \ \\\ �. TBM #3: Nail set CD Eastern Redcedar Juniper vir iniana - No utilities on or immediately adjacent to \�•.� �i�/- � /// t \ U, \ \ \ \ \ \ \ I \\..\\\~ '� in 3s Sycamore- . P g \ - ,/// / 1 1 ` \ \ °s \ \ \ \ \ \, \ \ 950 \-' 4 � 3s"'sY sCT Northern Catalpa Catalpa s eciosa the site per Pete Gorham. \' \ �, 6� r / 11 / 1 \ \ \ \ \ \\ \ \ \ \ I ' - � \ , lev.=49o.56 P P P \ \ \ \ Y52 .o ` ,)2o // \ \ \ \ \ \ \ \ \ \\\ � "XA89• \ 1. DG Eastern Dogwood Cornus florida �\ �� ;, ,, , \ ti�g� �, /// ij1 \ \ \ \ \ \ \ \ \ \ \ \\\ \\ \ •' HL Honey Locust Gleditsia tracanthus Sprint: \ x3z4 / // 1/ / 1 \ \\ \s \ \ \ \ \ \ \ \ ~ \ \\ `� 48�6` HK Hackberr Celtic occidentalis \ "'(1 / 6 \ 495 0 P \` .. ` .. \ +tij�` X 523.2 i �C514.2 \ Po \ \ \ \ \ X 50F. \ ` \ \ \ \ i \ X< Y `� x� /// // < \ \ \ \ \ \ t�\ D nl�l Evan Goffe \ "1 11�C48s.7 \ - \ \ LP Lombardy Poplar Populus nigra Contact: Pete Perkins \ \ � � / , \ /� p y,4 • -. 1 TP \ \ \ \ Phone: 434 971-2653 � ��Is' 1\ \ �°'�� �= ///�/9'/ \ \ \ \ \ \\\\\\\\\ Linda R\Coffey'. ` \\\ '� ~'~ • i `I I I i \ \S,e' N- .3 \ \\ N MI Mimosa Albizia julibrissin ( ) \ `' °�° \ \ ` X��('�' ---// / /// \ \ \ \ D. . 795,\ tie \4 7 a e� 40; lad \ ` _� . i\t\ ' \` \ 111- �8, \ \ MU Red Mulberry Morus rubra - No under round utilities on or immediatei adjacent \ ` ;/ / < \ \ \ \ \ \ \ \ P 9' g `�, tR )` 4` \\ � S� 4a�1\ \- \\ 9 Y 1 o \ 7.$ / / \ \ \ \ _ _ \ \\\ \ 90 �A O0 .x\ \ , PO Post Oak Quercus stellata to the site per Pete Perkins. ��\ \x�a,6•e� \ \ \ \ \ \ \ \ \ \ \ T.NI P,. 91,-1bD\ _ _ __ \ \\ \\ \ �� F \ �_ \ \ 484.3 \�� \ \ ; \ / I (.523.7, \ \ \ \ \ l \ \ \ \ __ & \ S \, \ PR Persimmon Diospyros virginiana \ >( ; \ \ 2 1 cre \ \ \\ .�4�ar S>\ . \\ `1 \ \ N. \ \ \ \ x511,5\ \, \ x5o2� __ 4 -\ \\ \ � .�\ \\lam - t2. S>� \ 8„ 4s . RM Red Maple Acer rubrum \ \ \ \ \ \ \ .\ \ \ \ \ \ \ \ Zonin : 'R-1 �• \ `� --- ---- - ---- - \ .._. _- - \ �. \ � 88.8 �\ AT&T: '~ \ \ \ Pin�hed,Pipe\Found \ \ \ \ \ \ \ \ \ '' - - - \ \\ \\ \ 496T. 4 \ \ SA Sassafras Sassafras albidum \ \ \ \�, \ \ \ \ \ \ Pr�sen• Use: \Residential \ - - - __ - \ . \ - 5. \ ` \ 12 487.5 \ \ \ x534s9 \ \ \ \ \ �' \ \ ` \ \ \ \ \ \ 56 \ \ \ `. , - \ � \ '- ` ` '� SE Slippery Elm Ulmus rubra Contact: Gary Wigfield 1-\ x�24. \ \ o \ \ \ - _ _ 5 • \ \ \ \ \ \ \ \� \ \ \ 1 \ ` \ \ \ \ \ \ \ \ \ \ \ 1otB�\ :� - 1a \ - \\ \ \ ~ , SH Sha Phone: (301) 865-3877 \ as � \ \ \ \ \ \ \ \ \ \ "_ -- -- __ \i4 wA \ � � �9» .,, 1t9s\ • " \\ \\ \\ gbark Hickory Carya ousts Fax: 281 664-3963 \ \ \ \ \ \ \ \ \ \ \ " o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ) I \ \ \ - `� -`~- . \ i8 �\ \ \ x 8.8 P ( ) \ \ \ \ \ \ \ \ \ \ \ \ \ X5o9.6 \ I \ \ \ \ \ \ SM Silver Maple Acer saccharinum \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ I I » \ \8"_M\SI ' 1 \ \ \ � 2"\Bc \ SO Southern Red Oak Quercus falcato - Underground telephone shown per plans entitled \ \ \ \ \ \ \ \ \ \ \ \ 1 `1 rn 0, -., \ \ \ \ \ SP 9 # YWYn P \ \ \\ \\ NA o , �' . \ i \~ \ \ \ \� `� ` SR Swamlpa0akine Quercus plalustis \ \ \ \ \ \ 196 9816\ \ \ .\ \ ( I \ "Washington 3-Dill FT 'B' Cable". Depth of buried \ \ \ \ 9' ` z8.1 \ \ \, \ \ \ \ \ \ ~ \ \ 53.7 \ \ \ \ \ 8� 1� \ \ \ \ \ \ \ \ 9 \ \ \ 52\4 \ \ \ \ � �. \ \ "l I I \ \ \ � 1. . � \ \ .\ �I _ cable is approximately 4 deep. \ x5 4.1 Sr., • � \ \ X • \ \ \• \ \ \ \ \ \ __ \ ~ \ � \ ' <\\ Y PP Y P \ \ \ \ \ \ \ \y'9 \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \ \ \ x�l 5 \ \\ \ \ \ \ � __ � \ ,\ \ '0646\413 82 a" \\, \� \, \`• ` SY Sycamore Platanus occidentalis 1� �; \ ,\� TP Tulip Polar Liriodendron tuli fera Dominion Power: \ \ \ \ \ \ 6 °\ \ \ \ \ \ \ \ \ \ Sos i7" DBL \ \ ` \ \ ` \ \\ \ P P \ VP Virginia Pine Pinus vir iniana \ \ \ \ , \ � \ \ \ \ \ \ ` `� -` � 8 ~�° �` ` �s.7 WA White Ash Froxinus americans Contact: Ed Keller \ \ \ 1 531. \ \e" \ \ \ \ �' \ \ �--- \ \ \ 1A ` \ \ \� e \` \ \ \ \ 1 \ 1 � \ \ \ . • \ 8" \ 519.8 \ X51�4 \ ` \ \ \ \ \ 4 \ N\ \ \ " - r��eZj • 504.4 " \ ` '� ` » \ \ \N - i'\9 .\ ~op `� Phone: (434) 972-6738 \ \ 1 \. \ \ \ \ '� \ \X507.6'• . ' 0 505.2� 1 \ \ \ \i2 \ \ 1 \ Pi \\ WL Black Walnut Juglans nigra \ \ ti` \ \ \ \ Grovel' - \ s , » L \ \ `\\ o,`° WT Wateriocust Gleditsia aquatics i \ \ IRS \ \ \ \ \ -� - \ \ \ \ DQL TP \ \ \ \ Fax: 434 972-6775 \ \ \ \ \ , ` ' \ \ \ 52 s 12 \ s \ \ � \ �_ » \ \ \ \ 505.06 \ \ \ \ ' - \ \ \ \ \ \ \ \ \ \ `' \ \ - \ Q \ \ - �' •1, \ ''� \ \ \ \ \ \ \I __ ` \ \ . \ \ \ b" SY' \ \ �C ` \ --. 9.0 \ \ *r \ \ X532.1 \ \ \ _ ` , \ \ \ \ '\ - -- \ \ ` l \ \ \ 1 \` , \ N F N F Wallace B. Hughes & \ \ \ \ \, i \ \ ��" \ \ \ � \ \ \ \ \ � - etas"bJ'., \ \ \ \ °� \ \ \ \ ° 3.) Evergreen trees not labelled are Virginia Pines. / g \ / \ p \ ~ \ \ \ \S \ ` \ \ \�'\ \ \` °C Ida Marie Hughes \ \ \ \ \ \ \ '29.� \ \ \ h�\ \ \ \ \ \ \ \ �o. \ \9,, �4.0� \ \ '\` \ \ \ \ \ \ " o� D.B. 599 page 239 \ \ \ 2 \ \ \ \ , \ Gar \ \ X 517 5 \ \ \ m 05.90\ \ \, DBL `�r�12• sY \ ., . ` \ 4.) Zoning: R1 P 9 ,page 241, (Plat` I \ i \ \ » \ \ .\ '0° \ \ \ z¢ , I \ \ `a- / T\Rc \ \\.\ Building Setbacks: T.M.P. 91-16E I , \ 8 8 } ` " \ \ 9 6 os \ \ moo; �? \ \ e tP \10' TP 506.s \ \ SY 5 1 s1 \ \ \ `\ \ \ \ \ e g , Zoning: R-1 I i I I I \ \\ \ 1" I '� \ 12" 524.0\'�'1'0 ° Psi \ \ �+.'+ u \ » \ \ \�}to' LPG \ \ \ \ s�79\ \ 12' sR \�\\ 4aa.a', \ \ \` Front - 25 ` I �s \ , Be \ ��fe 9 00� \ / F ,o oy \ t wa \ \ �-� a \ 9$ ' \ \ \ \ �� - \ \ Present Use: Residential 1 I ( i \ 1 \ \ I �\ 9 \ �o �. y � \ o° 6" v\ \ \ \ 1410.5 As h. Dive \ �r \ " . \ Side - 15 I l ! 3s.o 1 \ ` 8 I \ - 1 I \ \ Q a° \ e SM ,\� � o o \ \ �� \ \ l \ o \ \ o c N \ \ \ \ \ y1 v \ \ r / 9 8 I \�• h� ea \ / o " I ` \ \\ \ \ \ \ \ ; \ \ \ \ g99 2�\ 49R\8 \ 93.07 I ) \ \ Rear - 20 / 1 7 i 7/ I I I X ''1 \ 51$ 6 \ 0.5 \ 50 .55 \ \ \ X \\ ` \ \ ? \ \ \ \ \ 1 491.09 \ \ I % I / 9• 53�.2 I i /�7» I I I 1521.5 " • ` / / 8, \ \ \ \ \ s• \ \ ( \ i \ \ ` \ \ / ' \ ` - / / i +11• I / � �&4 \ \ \ \ \0 \ �rn 1.4 \ 1 \ I� 1 '\ \ \ � �4s�.7 N\ \\ ��� l I l / / 8» I I / I I I I I ! . / � \ \ %sM �, cone \ 501.05, \ 1 1 o"�Y - ` 489. \ . \ \ \ \ 5.) Vertical Datum: NAVD 88 I / / I / / I 1 ( X5z5.2 / /` / \ \ \ \ \ 8 \ �, G alk \ \ 1 �o I \ \ \ I i I 8 » / / / % 40.4101 \ \ \ \ '� `L�' a ce Lp \ 1 1 I" R I \ \ 1 1 \ "� -N. \ \ 1 SY \ \"", t \ \ \ \ \ ` 1 1 r i ( �q \ \525.5 ) / / / \ \ \ off` o b e,1 1 \plan be � \. \) \ \ 6.) Tax Map 91, Parcel 16 is subject to the following ) I I 1 x5a7.6 / � / / / / �• / ) \ \ F e�ae\,9 j I \ ri1 t \ . \ \X \ \ ` easements: / i I I / / / % / % / / / / / / / ! ! / > / \ Q » I i "I p a I G�' I I l 3.56 1 i \ 11 R \• \ \487.8 \ \ '��+ \ / / ) ) // 53':7 / / / f / /X5 .4 l X L4.2 ( l l 5�7. ` / 10 Rt .' �� °' 1*1 I 14" SO 1< (\• \ // \\ ,� 48 4 \• \ \ \ \ / / / / / / 1 / f ` t / \ \ I I r. or �,' oe°� i I I 10't \ / 2, \ \ \ \ \ cr \\ \ \ \ a.) Virginia Public Service Easement recorded in D.B. 215, / / TREE , xa,83 ° page 432, shown on the survey. No easement width is / / ��ra/ /// / / / i I _� _x52sa ` `- 10"\ " ' l )Q ( \ ` \ ` 1 X5 4 \ ` , I i 49.0 \ \ I �' specified in the deed. / 535.6 1� / - - ; % ' - / 525.9 � \ _ .9y . " u , \ / I 1 l i -� - \ - \ \ \ �'� / / / ( \ \ \ \17.0 5 z SA \ .1' 1 \ / 11.1 / 1 I 1 / I 7� RM I 1 \ \ \\ \ '�o / -5 -_ - 7 -� ) / / / " X \ S \ 14 M 3 47 9 \ / 1 1 / I I I C \ \ I `. X - b. VEPCO Easement recorded in D.B. 282, page 110. This , / / / 0 518.E /2'� ',� / / I \ / \ 2 ,\\ 4a7 xa87. ) g � I � 37.2 ` 7 s� / I / / / '� �� \ • ` F I `�, •' \ \ / I I t � \ ,� \ -� » \ I � \ \ / � �- , '' � \ is a blanket easement. - / ) 11 �' / / / '` \ / I 1 / / / / / /D`z l l l I l / �i4 1 \ :S 1 \, 7 RB / 1 1 l 1 \ \ } `°s \ x�s3. 1 \ �S'� \ ��. / - \ \ c. VEPCO Easement recorded in Deed Book 553 / / / �$" / / / / / / I / �, 2/S \ \ \ \ \ os.8/ / / i 6 \9 4ss.a� \ g. �� - ' 537.9 / / /12" / / / I i / l / / / / 18 I X 517.0 I \ 56.18b4' \ 1 � \ \ \ 1 \ x \ \/ » 1 \ . 48 .� /,�• \ \ page 485, shown on the survey. No easement width is / / / 8» 10 �1•0 /,o' / / / / / / loo , / / l ► 1 1 a � \ / 12 RM, \ ) »\ \ 1\ X \�\ P9 y %� / / / » / / // \\ 1 \ 1 i�~ \ » \ T. � 1a TR \\/ /s wL \i \ s cT �6F \\ \ \ specified in the deed. / / /, 11r/ 11'� � / / / / / / / / / / ,/ r 1 T RB\ I 1 i ` \plant bed I 1 \ \ 1 o t" I \ \ \s" CA �'s� \ 486.8 `.\ / \ /, - s i i 1 \ \ iz 6 -e�,\ l\\ i d. Virginia Telephone & Telegraph Easement recorded in / ' t�\ / r / V " 1 \ \ / , to Fl �' I s.1D WL I x\4s1.1 �_ \ -\ 9 P� I / 1 /r / / / / / 112 I � / 10 / / I X13.4 1 _.I / ) D.B. 350, page 570. This is a blanket easement which / / / ! / ° '8" ( ( 1 / 12" / /9" / / 6» $" - / 1s / P I I I 1124.792�4_ '' I / / / I » / I � 491 1.864\ \ 5�0J41� `, \\1 5.7 \ I / may have been created / / 35.2 ij�" ' 1 / / / / / - wi i I I 1 '� / 0 TR E /" / / \ \ °° \ \ \ . \\ / y Bated for the overhead telephone lines / / 8 \ \ 1 i / J��.4 / / / 9r / / / I i / / / r/ a \ \ shown on the survey. / / r to / 11" \ I1` l N /I� :t ) I 1 " A I i , �l x / F \ \ \ I /• `.e. Vir inia Public Service Ease e / / / / / 1 / �t2 1 I / h / / /� 37 517.1 -- / / ` B. 1 I f // �• �c1 / / / , 1 \ Rs -h g Easement recorded in D.B. �, / » / 1 � 12'/ / $% / / �� / / X5 5 '• / 8 CD / d I 1 I 1 501.5X / -\ a� ! / 1 9.9457 4 2.3 \ X490.5 �45.5546 \ \ \12 D��85.i Y x / . I/ p ao / / / i"/ t1 / / / 1 0 / _ / 8 i 1 1 roc, o° / / l I I \ 24" S \ 83.9\_ 3.4 / 220, page 355, not able to locate. / ! / / / r/ / / / / / / °/ a"` _ -1 / / '� /�o / �i/ \ / / 12 0 / �I!\ _ » / r / I a, ! l !' / / X/497�8 / \ �` ` x ` 9 / X / / / 9" / ( *5�32,6 !8 / t1 / / / / / / pBL .°'L / / / /, `o'`'b 8 8» 2 i / / / �o �acA / / i I i f •Dc / / /iC49513 I �� p \ �`.,✓ \ ` r \ \ / 7.) Tax Map 91, Parcel 16D is subject to the easements / 538.3 / t 1 1 } 11" 8• /-9 r/ / / / / t 2/ / / // j // // / / / / s *_ - 8' » �' / / / i� CD �� I ��, i / / { 1 co/ \ s» Al\ \ \ l \'< \ ,>k�� / IMN�listed above in 6a 6b 6d, and 6e. It is also subject to a / i / DB / / » / / / / / • , \ - s _� / / 50 .5 1 1 r� I I 1 4s3. ? so.4 1x4as.9 IRF \ \ \\ o j / 7» 10 / / / r / / 8 / 2.0 % ` ' 46.997� 4 8 d 49�.95 h? 0 Residence \ \ / `\ ` 1 / l l / 1 / / 4/ / 10 ! / / / j / 8» / » __� ,,1- / �" CD / J b ( I 492j/4 � S FFE=494.44 orc I _ \ \ \ \ � / / VEPCO Easement recorded in D.B. 561, page 90 and shown " /� 5/s/ / / -•» » �7 , x5 54 / . ry \ \\ �79.1 79.9 \ X470.8 P 9 / / 14 / / , r » / / / I / ( / / p 92.2 4$6.54 % % \ \ �\ / / 8% 513.3 / / / / I I / \ / / 8" 1 ! ! / / l8 V 8"/ / 10. / / / g 8 A . - - - - / / / %` 8' C h / I / l X 4 �/ / h 493.21 / / / \ \ \ ` X hereon. No easement width is specified in the deed. / / " / / / ��L to» 8" / \ i / o 1 , 32" o \ i \ '� / / �� r' 5 6.4 % / / / ! / / // / 12 / ¢, " / 0 X4$9:4 / / ` I\\ \\\�479.1 / / / 8 / / / 10" / / / 8' 7 /' 12" / / 8 CD X 504.4 / i' i / 9.0652 / I L 491.76 `�/ / \ o / s 10 sP ! l l / -J - / l / 515.4 / DBL - -- - ' » 10" 1W / - , / ':�,P 8 �� / / / s' " 4s .9 I -:/ N . 4st��,�o / / / / r \\ \\ ` r ° / 12 1 2 0/ I �7 /F i 8 CD / X e i / 489.96 \ -- , / / / / / ! »�• / / • / p / / /SP 7" �.✓ - - p® / / i X808.1 0,� r / / - eo°/ / �%'oo { ,' / 487.0/ __ \ \ \ % \ / X469.f / , % / i I 7 PO���.��� / 13 / / ♦ 8/>rD / / /�� / / �, d e oe / Gara 8493.1 49276A' 91. ' -` " .� \\ \ 1' /' \\ r tX470.9 ri / / 8" / / 1 * / l ! I / / / /DBL / / / / / °e / e A 9 92.83 , � 489.96 / / \\ / / » I / / / I l t / 10 % / P- / / -- to _. �[ 51os , / ,2" - / �. �p // , / / 495.8 � - / / I /A) / / / / y I )i \ •� ! / I 13 I / » y� »f / \ 11 ` I I 539.2 / / TRP I I / 12" 19" �81 I 1 / / 8» / / / / / / ,,i / / / 14 "1�510 4 / a� / / '' • / / / // /�/ / / / / / / yt���, '' 1'C4g0.9� 9" DBL HK / y\�� ' / / / / / / / / / I I ( 477.1\ \\ r r / t / / SP ' 9' 12r MI /DBL I 1 / �TRV l 517/3 / ,14 / ,509.8 - 6 9" / / /` • 7 / / / / / / / / /'-• 49 • ✓ / /\ X 490.2 / / / / / / ' / j4a3.4/ i I 1 75.\ �j/ i' • , t t t / / / 1 i sP / J I I / i% / / �i / / / / / / ,�- - -- oc 48s.1 / r / 1 1 \ / X �� V. t t x4sa.a / / 36.8 0" 7r 33. 1 1 7 / ( / �, " - " - 11 � __ '8 _ X'505/ `/ / / / / / / �X 49Y.b / 489.1 :; ' / /''/ � �o,y' 15", SE' / / / / l I 469.5 / / / , +� BL » y 6. 1 ! / 1 I 1 i 1 ( ( ''I\YS» / SP -f 9" DBL 7» 2 13r / / / / . /IRF/ / / / / / / / / / / // / X_ 489.6 / ,, / / / / / / \ / / /8 i 11 / / 1 I I » SP 7 / /• , / / / / / _ 489.42 / / / .�� / / /\ 1 475.1\� `s��. i \ r I t '* 7 TRP l 9' _DBL - - / / / / i 1 1 /* W 8 I 1 I I I /12 10 - 112 / / / / / / �21- / 487.8 X489.4/ / / 15 5E / / / / \ S I \ \ r / / ° / / 10 t2" ' / / / »I I i 8 I 1 ' I Sr I D L DBL / J'P0'' SP 6.4 \ / / / /�. / > f497.3 /X �' / / / 488. / / _" j . 7» / \ * I 12 i I I 1 I 1 -1 sP / » _ ° / / / / / /?h / / / / / / X / /" / /' / x' �X-- / / / / �- � / / / / / / / ` I \ sue„ 1 \ ' \ 1 / s I I 8( 'rq` 1 1 I I - moo- -- �12 / 7" I i 1 I i 9» - /15 / / / .' / .c / / /487.0 / / i( Y i / f C�` 1 I / / ��w / , » / 6' DBL I ,o" 1 1 1 " 9.5 I I I i 10 112T I I I i ) 10 / / DBL 8 6r / / / / / / / i j / ./ / °� // / / / / / / \\ CUU / / /. X 474.2 \\' 1 \ \ / / � n/ - -. �86.0 / / / / fig° / / / / 1 � \ X 469.1 I 10/ _.. 0 1 l s -• � _ » ,x 4V 01% / / / / Gravel '/ _ / I . / / _ / \ \ ' I , l I I �9/ / 12" / LI / 7 I 1 )" I 7" I I DB� 1 I I ,p� / / 10 - 506.4 �F - --- +0 / / / / / / / / / / / / / . / v / / / �S' �' \ / / / /X482f3 / / I-- / " / �- +9 "� l 34.4/ » / i D » l I D L I / _ SP - - DB / / / / / / / / / %/ / 491. X489.7 / / / / / / / ' / / / \ \ '. io. 1 I i ( / / / _ / / / / / / ,o -g / / i / S 4721 _ 72.\IX/ / / 8 0I I I 1 I r4 1 1 X // 1 / / / // �' » // x474r4/ ��' ,X 1 \ 540 2 " 6 I I 10 / 7 r ' 2 / / 12" I l P» / " 1 Q�' _ V 505�' "- / / s+ c9 �'p- / %� / ,. / 8" CD % - / / / / / / / / / / / / � •„ ' / f / 1 1 / % 537.5 " 7 '%� / / / I / 7 / I I I ( ! 9 / 14 10"' 8 / / / o isr Fo / // / - / / 15 .SE / / f`Sil'\ \ \ 1p•' \ I / I 14 / 1 t 7 r / / / / / !iJ ,s� / / O J l/ l / 7 / / % I 1 (� - -- I % / / o o _ / / • �/488.6 - / r- i X 4�.�/ / / �/ \ \ G'�\ \ \ 468.0 i 8 ( 1-- T / l � % i 5105 / / / / / / / 9�� /�489. / 1 / / -�T SE i / / / c� �"� \ �- \ 1 I / " I / V/ / / / �7J50.9 I I / 14 / ar/ I /10"--_-_ 3.3 ` / / / / / // / / / / / / q X S //' / / / " / / \ \ �'. 467.2 I I ( 112' 10 I I / 14 i / / / /DBL / 8 / '� 1 t0 I 1 L/L _ 7 - - » / I / ♦ / / / / / / / 9/ t /� /' / �o / 26 DBL SE / '\\ \ \ -,-- I I l 7 CD /10' 12 DBL I I ( 1 / / / /" / / / / '�"% / SP / I 505.2 0 (PO / �- - 14 / / / / % / ' / c /e / / / / i / /i / / " \ . ' » r » / / 1 I / / / ! ! / 488 9 / °' / i / a� / / / / / i X 476fJ X 475 / / / / c� \ i DBL I 1 / " i14// 9 9 » D ! / _ . \ / / / / / / // / / / // // ./ ' / '` �° / /' .- / / / / i \ 530.5 / 10 /» / I I 1 I / / / / '/ / / o / / / / / / \ 1$ MU \ , ` \ I 9r �' / I I I I I / / `DBL I 7 / ( D L I 8I i / S LA-~ / / / / / / / / / / " / / / / / X 47.8.'4 / / / / / e �- - . I I I 8 1 \ s» \ \ J / 8 / / / / / / / / / /I / / : / a Ai / '_� / / / / / / / / / / / �r, �,o N \ - \ I 1 » *r' 536.0 10" I I / 8' 1 1 I t2"\ \ \ \ \ \ s� I i I ! I l I r /'*12k_ `` TRP- - - »/ / / / / / / / /' : / // f / / / / / / / / / (\ \' . . 20 / / / / / / / / . / , �- / / / / / / / nv.=466� 8� , - - 1 I 9 /11" / '% I 1 1 10"I i6" 1 i I 1 i I I I 1 i \ \ I I l I 1 I / / 1 f. / / _-.- SP -- - / / / / / / //X�93.3/'` / //X4�.6 / 87.0 / 485.5 ' / / / / / / / / / / / / / / / \ X / / / I \ 1 DBL / / 1 DB \ i _ 1 I i i I I 1 1 / g" / _ / / / / / / / / / / / / � ` / + . / / / '' 1-1 / 1-1 / ._ / / ,/ / / ` � �;' \ \ ! 541.3 " CD / / ( i 8 I 1 515.3 I i I I I I /7r _ -500 f / / / / / / / // / / / / / / / .f 1 \ - �. / / / P / I \ it. 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BC / / / / / / / / / / / / / / / HL / / / / 00 -- __ - - - TW= / / / / / / 481.77 2.62 20.963&82.53 / / ' 1.80 . i i \ \ 1 1 I 1 1 C` �- �19 Y 2yy,_ / / /t2» .8' / / / / / / / i / / �"/ / / / /I 1 / / / / �� x 6 / ,x 4eza , 'a8i.0 :� - 474 - / I I I ' I \ \ 1 \ 8/ i � k / Be/ / / / / / »/ / / / Be / / / / / / 1 / / // , . / � - ww 482.08 i 1 1 I 1 1 , \ \ (� 91D.o .. . l / / , / yGo " / / / j / / J / / , all/ i I l -' 182.22 X 2� . // I / 482.65 I I \ . 04 i / / / + 7 / / i I I 1 1 1 i I 1 \ \ \ 1 r / f / :� / / / / / / 1 / '* e� / / /s" / / / / / / / / / J\o�` l�l l / / 0 8z.as� X481.7 N/F Wendell Wood l I \ I I I 1 I 1 1 \ \ \ r' i • , ,,� �• / / / / !�9s:8 / / / ,, / / '1' a°� / ,- \ ` 1 i \ t' • . * �/ / / , ' '� 10"/X 494�5 / O \ / Highway / 482.96 ��` 482.30 \ I I i I 1 \ i 5 5 6r' / ' / / / ' / / / / 1 T.M.P. 91-18 % / 493.8 " / / � \ / OnX�814Found i 48X . Zoning: \ \ \ t ` 1 1 I 1 \ 1 1 �`'' . �,� 1 / 12"/ / / 8 / / / / \l / / / a3.o2 2. / 2.5 RA \\ \ I ` 1 \ \ \ 1 \ \ x5oc��� '� ' ,eh°o/ / / CDI r / / / l l,. ` ✓/ l 1 - _ _ _ - ' \ \ \ \ \ I 1 \ \ I 1 °he 7/ / / / / f / l I f y83,05/ / x / 82 "__� Present Use: Vacant \ \ \ \ \ \ 1 ` 1 \ \ \ .-'`. , / / f / / oht /' ' ' ` 486.5 / / 48L.91�2.43 = \\\ \\ \ \\ \ \\\\< I 1` �' ( I f �49001/ohe,• X / / N 482.0 - 0 "% / 82os \ \ \ \ ( � � �' S __ - '" i' 3.1-7' x48z.a1 ' Tw= . \\\ \ \ \ \ \ ( DYE' r/ ` „ 1 1 I . l " / b9 IBC ' ' ,, � / ' 474.48 487.87 f . \ \\ \ \ \ \ i 1 X493.�8 J'' I / , ''j. \ \ \ \ \ \ \ 1 r 8 DG_ / } / r ✓ \,� �4 N(9 o�`Z / 83.55 / X482.78 /-482.02 ' . N/F Wallace B. Hughes &Ann G. Berry \ \ \ \ \ \ \ \ ` I I / ( \\ \ \ \ \ \ \ � / I � f" -_ - / •� / e\ �,/� D.B. 317, page 552 (plat) \ \ \\ \\\ \\\ \ `\ \ \ \ l ,/ / I A*' -''" / / ((/ : / / 0 %t��� 4.14 / / �x48zsz / T.M.P. 91-16A \ \ \ \ \ \\ I s S 1 / 1-1 � 484.4 / / .0t Zoning: R-1 \ I \ \ \ \ \ \ \ \ 1 I / � ,_ / 4.7s / X03.27 �. Present Use: Residential t r ) \ \ \\ \ \ \ I I / /XP . 8» At / IRF' }� -- -- / / / / r i ) I \ \ \ 1 I t -- I Inv.=g5 / / 82.2� i/ i1 1 1 1 I I 1 (� 1 /- "5Z.X\,R /8,W35 / /X48�8 j 1 �� GRAPHIC SCALE r 11 /I 11 11 ' 1l 11 I / W - �_\ -` - 6.07 / x4W..47 / ,8 . �/ I- 0 15 30 80 120 t I 1 i 11 Inv.�484.4 / / X 5.12 // .33 / .® TBM1 1: Rod Set / - 86..9 � % '4 / / 9v.=4 :0 X 86.E / , / // / )5C485.93/ �0 (IN FEET ) / / / / 487.s4/ �o\ti/ / /'� 1 inch = 30 ft. gQ / / % / / P / / 478 �, x4ab,.'48a.�1 / x4ss.a , .%\. / '/ / 485.7�'�t� 487.79 X •178� 11 G LAVE 11 ; . ; I ;�HOLMES' ARCHITECTUREi I ____J 8t DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAPPA SIGMA INTERNATIONAL HEADQUARTERS PHASE I ALBEMARLE COUNTY, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL op,LTH pp Pr� '17%f U `, DONALD J. RISSMEYER, P.r. No. 026104 �pO.4 "SSIONA L Y'��l��w PROJECT NUMBER R03456-09 DATE AUGUST 13, 2004 DRAWN BY: TKD CHECKED BY: DJR REVISIONS -- NO. DATE DESCRIPTION 1 04/02/04 SCHEMATIC DESIGN 2 05/24/04 PRELIM. SITE PLAN 3 08/13/04 DESIGN DEVELOPMENT SHEET TITLE EXISTING CONDITIONS SHEET NUMBER 000 Copyright 2003, Glove 8: Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glove @ Holmes Associates P.C. L N/F Laura Moss \\ \\ �D.B. 2663, page_>99 ` D.B. 795. page 44.0t (plot) SS, \\ �o, �. Inv. =485.9 \ `` '. Jr'Ca \ \ T.M.P. 91--16C Q • \, `�`\ � Zoning: R-1 �`\ \' Present Use: Residential �`O// \"Z �, Inv.=486.i3 \ \ Jtr LEGEND Ss ~, \ \ TBNl #3: Nail set Tin 36" Sycamore j ' \ ��lev.=490.56' 4 \ REGULAR DUTY ASPHALT �'ss ~'' \ `` ,\ ��\ •�/ N/F Daniel Evan Coffey & �� �N• Linda May Coffey D,B. 795, page 437; page 440, (plot) HEAVY DUTY ASPHALT \� T.M.P. 91-16D \• `\,, , • \ 2.216 Acres \ Zoning: R-1 •Y w W • .Pinched Pipe Found y y y v •Y w �Present Use: Residential y y y y y y STABILIZED GRASS y W CONCRETE SIDEWALK 41 \ 196,9B16' 9• \ 426`t1,37d2' .04f 9, BRICK COURTYARDIRF 6,1 nib :+." p; Y•tl "'�1:{ ?`ry; :P7t°,e+r�:y \• �� hJ � \� •r,',:.',:,:,•r "'''� `' 4i' STONE DUST PATH \ N/F Wallace B. Hughes & 2000 SETBACK z <`: \ u , \ -,Aaetal bldy. Ida Marie Hughes D.B. 599, page 239; page 241, (plot) o°c T. h,4. . P 91-16E 1 s Zoning: R-•I p / `a.N�� ���� 1 Y' / a Y• ,g ra oa _. 140.5982 As h. Drive Present Use: Residential �-6C-12 / �'° ��.;�;' R=3.00' s —0.5 REGULAR DUTY 35.9348 0 �1.4' f ASPHALT TYP. 40' C-6 C-12 � lam, calk R� 1 4101 4, ` s '�•� \ �a�e o ` 11 plant bed \ ` CG-7' TYP. c,,ae (MODIFIED) HEAVY DUTY / x •jp \ CURB AND ASPHALT (TYP.) / hFT ' 0''':':, �Wsx \ GUTTER 4 1 , •• j `u •icy •'• •••�'' •: W y "' \• ��,,x634759' \ / 4„ WHITE.. '/ � • • ••' ••,,•�'•'• �9' `�`•''•'•' y STRIPE y' L' / y / STONE DUST PATH zz CG-7 CyB AND G TTER 5 4� (TYP. ` 1. < 4 �.WHITE .• • '' ' • �-6 C-11 STRIPE (TYP,) VA! L , ,11 Ir DUMPSTER ENCLOSURE 31.32' CO SIC 10 20.00' SETBACK <[.' k 40.98' .\ :"' _ '• •:CEO,•:;:;.;.•;•;::':•:•:•;:•'• CG-7 N `-� (MODIFIED) CURB AND GUTTER 18'x16 LOADING �\� 0.00 SPACE CONCRETE DUCTBANK CG-7 CURB AND GUTTER 7 (TYP.) N/F Wallace B, Hughes & Ann G. Berry C-6 C-12 D.B. 317, page 552 (plot) '1-,M.P. 91-16A TYP. Zoning: R-1 Present Use: Residential CG-8 ` CONCRETE ENTRANCE TYP. GUTTER nn nlll nr--rM A ^I/ PROPOSED DRAINAGE IRS +\ \ ' T\ \ \li \ sus \ •••.• `� \ \ a. ` <1\ \ �019 \ / 467, nv.= 466.8 4a :'' '''•`''''`'•''''''`' Wen ell A Wood & H , er bn' Wood .B. 080 age 73 (plat) \ ,� SEE ARCHITECTURAL � page ge '171 p '`•• DETAILS FOR ENTRY •�`.1. M. LX �.COURTYAR ��r1 Ace s , � \\ \\ i' SIGMA APPA -t E. R=44.00' DRIVE (PROFILE (PROFILE ON ' Inv.=472.7 SHEET C-8.2) , \''•Q7 GUARDRAIL PER - LATEST VIDIOT :'•%�:•; ;•;•:•:•;:?::''R-20.00 ,,..•a�•,•.. STANDARbS :o' E 0 C \ URB F'I CG-7 CURB / . 3' PAVED :': AND GUTTER ADA VAN :'..:..... .........•. SHOULDER (TYPr S .) ACCESSIBLE �yh{ g0 HANDICAP LINE SIGNS !k ':{•;:{;{ `•,: '' / ` 20.9630' � RIPRAP OR ' a N/F Wendell blood 24'' a:' CONCRETE FI - 'Ivey i R=49.00' -� ::. FLUME �� ument nd / --� /�T.M.P. 91-18 Zoni ' '''''''`''' Present Use: RVacant �` ale` ghir :''' / '''''''✓ice 100.00' TAPE ' ENTRANCE `'\GATE P R `.,•.:. e :�rL ;-6�o c,1 zz •.; •.:, .. '... ' iV n r. t' / "KAPPA SIGMA INTERNATIONAL `iy e :{ RI-1 STOP \ \ r:_;,;..,. :,;'' %' , -- HEADQUARTERS" SIGN �,. /4„ WHITE SIGN RIPRAP OR 60.00 / SOLID LINE ' IRF CONCRETE TURN E- .r ,l�s;,y •; :'" WHITE / FLUME ��� /GHQ / ARROW -E r r GRAPHIC SCALE !� R=15.00' /" 30 0 15 30 60 120 Inv.=4R'.4 !! rsM 1: t �12" WHITE Elev.=487.05 �! STOP BAR ( M FEET ) R=25.00' /� EXISTING SIGHT DISTANCE AT ENTRANCE: 1 inch = 30 ft. 800' TO THE WEST 1200 + TO THE EAST 23.1787' �GLAVE !HOLMESi A IS S . ARCHITE CTURE Et DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhoImes.com PROJECT TITLE KAPPA SIGMA INTERNATIONAL _ HEADQUARTERS ALBEMARLE COUNTY, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL ALTH pF DONALD J. RISSMEYER, P.r. No. 026104 PROJECT NUMBER R03456-09 DATE AUGUST 13, 2004 DRAWN BY: LAL CHECKED BY: DJR REVISIONS - NO. DATE DESCRIPTION 1 04/02/04 SCHEMATIC DESIGN 2 05/24/04 PRELIM. SITE PLAN 3 08/13/04 DESIGN DEVELOPMENT SHEET TITLE SITE LAYOUT AND PAVING PLAN SHEET NUMBER 000 Copyright 2003, Glave 8 Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glave Et Holmes AssociatesP.C. DRAINAGE SUMMARY TABLE STRUCTURE NUMBER DESCRIPTION LENGTH (FT.) RIM ELEVATION INVERT IN INVERT OUT SLOPE N 1 VDOT DI-7 N/A 530.00 N/A 520.50 N/A 1-2 15" RCP CLASS III 152' N/A 520.50 511.00 0.0625 2 VDOT DI-313 L=10' 518.00 511.00 510.90 N/A 2-3 15" RCP CLASS 111 139, N/A 510.90 500.50 0.0748 3 VDOT DI-3B L=12' 509.90 500.50 500.40 N/A 3-14 15" RCP CLASS III 150' N/A 500.40 482.00 0.1227 4 VDOT DI-1 N/A 518.35 510.35 510.25 N/A 4-5 15" RCP CLASS III 59' N/A 513.00 510.35 0.0500 5 VDOT DI-1 N/A 518.35 510.35 510.25 N/A 5-6 15" RCP CLASS 111 42' N/A 510.25 507.35 0.0500 6 VDOT DI-1 N/A 517.60 507.35 503.31 N/A ' 6-7 15" RCP CLASS III 36' N/A 503.31 502.93 0.0100 7 VDOT DI-313 L=8' 507.15 502.93 502.83 N/A 7-10 15" RCP CLASS III 76' N/A 502.83 499.50 0.0454 8 VDOT DI-7 N/A 530.90 N/A 521.05 N/A 8-9 15" RCP CLASS III 38' N/A 521.05 515.20 0.1500 9 VDOT MH-2 N/A 519.20 515.20 503.90 T-7N/A 4884\� 44 \ \\ \ \ �- 4 \�`ri ,\\' Inv.=485.9 < �\\ '-495. O 4874 `I \ 1 \ :u 04 \ \ \ \ \` \\ \ \ ` �\ if \ \ \, `\ � `` \ \ d� \\\ 1 .g Inv.-4136.8 sn // / / / 5oa.r \ ;<505\ \ \ \ >, \ \ \ r k2 k\ ; \ d+ \ \ x 48z.7 \ \ y \ \ \ 488.3.E 49 \\ \\ > L, TOM /#s: Nail set .o 489,0 36`^ �Y\ `.%N Elev.=490.56' / 1 \ s ` \ \ \ \ \ X 502.6 :C.,487.6\, 14.E nib! Eva nOf ~' \ .4\90 \ I 489.7 \\� \ r \ \ \ 11I \ `�'X488.3\ 4 \ \ \ \ \_ I in?k1 �i y\�Qf \ \ \ \ \ \ \ \ \ \ \ D.% ,95 \page'437; �d9e\��� {6Zaf) \ 4§ \\` \\\` y � � �3�� ' '4a�.t\ Ac�e \ �\' `y5o2 -y�� \ \ > \.��\ .sa1� G'-�'\\ \. \.�\4a4.3 \X511.5\ \7_�ri 1�-1 \ \ \ \\ \ `}\9 \ �\� -`> \ ,�>� �� a�\aTo\ \ \ - 4sa.a - \ \ y\\\^\ x 49G2; 495.\`^, .-��i�L:�487.5 \�\. \14 \ \ \ \ \ \ X 509.6 \ \ \ \ \ \ \ \ '•, 19 9816� \, \ \ \ \' \ I I I �;� fP \ '� .� ��.� _.` •� ` •\ �.,`�� \, \ '� `-=� �, 3.7 \5 '141K Y a \ '\{ 519. \ \ 50a. - \ \' r e`er\ q ` \ . \ \ X 507.6 ` veE Drive 505.2 `y l \ \ \ \ \ Gr4-� ~ 5 6 I'1'L \ \d` 505.06 \ \ \ �' \ `\ ` \ \�� 0 5g. \ 4$ \ l ` ` \ \ \ f` \�S al bld \ \� X 51A5 \ \ \ `� 90 U.0. ctyy page LJy; page %41, platy \ \ \ . \ \ 2 ` P 9 I, J \ / �u✓ \ 5\ �o �:� \ 05 T.M.P. 91-16E i } l \ \ ✓ an 1 I 4� TC=26.65;\\,? coy \ �\� \ \ �� 2' \/�. \ \ 8" \10 1P \ 506.9 \ \ sY 5c1.61\ �\ `` \� `'t \\\ I I \ \ a ' � ," 1 7 \ \ TC-52 ' `? do �'P�\ \ \\ \ �'�� u, \ \ \ \ \ } ° P t�. \ y \ \ \ �f s-r \ 4 \ 12" s \ . \ \ \ ti Zoning: R-1 ` i I sue, \ \ /' / \ �`\ to\ o \ r h \1 " va - 10 - ,\ \ \ r j-- y \ \`\; aa8.a\\\, cs \ \ r 9 �f / 6.g i o \ \ a �98 ' \ \ \ \ \\ Present Use: Residential I I I I \ \ TC-519.1\ .%\' �a \ �� 7 a: \ \ \ ��0 6° �,� \ \ \ \ \ 14�0. As�n. Drive �- DRAINAGE SUMMARY TABLE STRUCTURE NUMBER DESCRIPTION LENGTH (FT.) RIM ELEVATION INVERT IN INVERT OUT SLOPE N 9-9A 15" RCP CLASS III 46' N/A 503.90 502.46 0.0306 9A VDOT DI-3B L=8' 507.36 502.46 502.36 N/A 9A-10 15" RCP CLASS III 87' N/A 502.36 499.50 0.0329 10 VDOT DI-7 N/A 503.95 499.50 499.40 N/A 10-11 15" RCP CLASS III 124' N/A 499.40 494.60 0.0384 11 VDOT DI-3B L=8' 499.60 494.60 494.50 N/A 11-13 15" RCP CLASS III 72' N/A 494.50 492.00 0.0347 12 VDOT DI-1 N/A 502.90 492.00 491.90 N/A 12-13 15" RCP CLASS 111 78' N/A 495.00 492.00 0.0380 13 VDOT DI-3B L=12' 499.60 492.00 491.90 N/A 13-14 15" RCP CLASS III 190, N/A 491.90 480.00 0.0626 14 VDOT MH-2 N/A 487.00 480.00 479.90 N/A 14-15 15" RCP CLASS III 25' N/A 479.90 478.30 0.0615 16 VDOT DI-3B L=12' 488.50 N/A 483.81 N/A 16-17 15" RCP CLASS III 28' N/A 484.03 483.81 0.0080 17 VDOT DI-3B L=12' 488.85 483.81 483.71 N/A 17-19 15" RCP CLASS III 64' N/A 483.71 483.20 0.0080 18-19 15" RCP CLASS V 127' N/A 484.90 483.20 0.0134 20-21 15" RCP CLASS III 47' N/A 476.00 474.00 0.0426 / / ` 9u \ \ X '\ \ 51$ 6 \ \ \ \ /? w0.5' \ \ �- 50�3.55 i 521.5 \ \ \ \ \ \r-� ` \ .; �j 1 ` 1 \ �8°/ 1t / l I ( �_ _ -, L -' \ / 9348 \ \ \a\ Sh4 \ \� '�1.4 \ \ i 1 i �,0' \SY ` .4a9.a conc.�� 1 ot.o, l 1 1 \ J 467.Q Ion x� \ y \ \ 1 `\ 1 7.8 ( ta'iSUL 10"1 r I TO 4 a.3 Field 5 .5 a - ��\ \ \\, 1 I . 1 / / 1 I TR E / r 14s \ \ I �'� �, •` \ ` � _ � � ` � � . tiA\ ASS � � � • \�`�s�Jc • , - ' 1 /� / I � ' 7 X487. ` ' X469.8 r/ 37.z / \\� 3S 1 ` ''\ \ 7 Rs , / f I f 1 1 \ ��`,S , / ./� l f �ih ^-50 3 , ( - NS \'yo9.a/ -,t 499.\Y 99•\yC-526 7 / / , / 9.18u.o\ 1 \C �r C= '��jj\ \\• /' �6.18�4 y 1 1 , �'y \ 2n /7�,� . : \ x4ss.7 / 1.\ `�-q I \ \ I 1 1 t t \ lani\bed MI 1 , / \ \ / I y \ �i �` i \ r // / / / / /`" / C752 / / /' , 2 I \`\ I t 7Lye\ ! I I 1� `\ ip \ 1 \ 1 10" Eli } // I I I 49t, �`\,G s s4as.a - 523 / ! / / ' `I \ ` \�I , ^' XV.4 I I49� .5 , \ \ �\ \ \ \ ~`` � \ ( r / X 468.4 GG - { I l8�� \ �`4 5 7 \ ,\ X 470.5 5.14 , C= ,2 .50_ _ l \ \ , `J LIM1 S dF ' / / / / 5� .50i I >` CONSTR,I_JCTI 9 N I„ " AH //,/ ! ,q97. I 1v %•% C �517.1 r `y Q f\ f f I �' �t° X4 c' \ \` IRS s" CD 501.5/, / �� ?� I I 1 \ y \ x / x / ,/ � , j / / -p' i /' 5 � �� ro // 1l' / x.' l ) / / / _ / / \7"', �. wry l `/ l l I`� /X4 f ( \ / \\ za° sE� s� \ l , a3' 4\ / r / x�469.0 / x / / 5.2.6 / o/ / `sT { / I 1 I ,� /. / r/ / / , / / ; - \\� /�0! ` S / '\ / / � 538.3 // / / `9; , S�; CD�I I I �/ •`\ _' S %` , f f I�`�� I I r Q� 1 4s \ s Al X 0 Ib` �j 4 8. 9 95- / 490.4 1 X 489.9 \ IRF \ \ \ \ \ / '• 1 / / / C 521r / / =5.35� \ \ I \ � \ \_ ,, � / � �• ,,i 8 CD / X 505 4 / I I / / %< / ,c4/ \� \ � 79.9, , � X 470.8 / X a68.4 14" / r 6/ / / - / - C- ` an c / / �; ' / l / x 4s5.1 / / / 49" 1?- , f 493.2�f Ailrl �,�`4 1• - - '9 / nI! //_9l� CV n X• 4.4 49��v�D) / �r / /` / � a cD / / / x4„ /" ;� ,,r aD % /50 / J / / / x �/ i / r /`�\ / / \ \ / \ f % ( y �� / 08. \ /,<<��1 `l 8 4. CD / / r / / / _ Y489.96 / / 7.0/ \ \\ \ / % X 469.1 / � / / / � l I f � r / -r• .5 ,� -•' �/ i �p / / /C4 � / Q�\'' ..-•- � \\ 470.9 T / / / F / / / ' / I / /� T/ / - i , ' ,•.e^' \ N / "� /L/ / / / / / e 93.1 x X .9z!6a•f' a / r 1' + / '�/ / / / / , / ` \ } } \ \ \ r D / / 'k 5.8 / / G / Y i 9 "`DeL.rffJ�i`�� / // / // / /I 539.2 r / / TRP \ / / / 1' •• 1 / / / / / „` GJ 51 U- - - / \ 1 i / / / J , / / 1 / SP �, 9" , l,l V l 7 3 X 490.2 / %5• ` ! 1 1 2[ \ - / / TC 51 .4 - 5 l / f / t1 \ x 1 l C'J 489.1 / �/ / / �` f f / 1 \ ix I I ! t X 468.8 " lj 7 9 l ( I �( / 1 4 - - - - �'- .. ' / ✓' / r / / • 489.1 x / 1�" / / 536.8 _emu 0 33. I ' j / �• .�i' .-- � f / ` / / / / /0 / / / x./ � 4896 / / / /b�� / / / , 1 1 \ 1 469.5 1 / I - / 11 I .2 ,�, / / / x 489.42 / / / / / / / / 14 x , s\ ( 1 1 /8n� vr,I ; - �j / ,C489.4/ 15 I / / 1�' 12" / f ( I I I I I `;%( \I / _ - o .a / / / / /` . x 7 3 / / / 4a7, 4aa; / / /f / S� / c � 7" / �`�;. / � / / •�_ -- / / / .= / / / / I cs sue'-` 1 1t � 1 ( // / fie, / 9n / '�•� / �1\; ( 7" ( L� i 1 i t I "F' ( / � / fl, / . � _ / / f /_ ``• % `/ / / / /Y \1 i D©L / / f \\ l I (, _, ,/ B / I ,a° f t I I I , ( �( I I I I / / / - ' / 1 ss.o / / / �o / / s, X469.1 / / / /15" SE / �s' 1 ? 5P r I I I l - __ / / / , 497,.9 / / / / x - / / /X 482fi I !8I 4/ I , I '�% ► I l 1 I ,f I / / / / l 4 r /`'- ' / /s� ( 540.2 X \\ \ \ 1 \ \ \ 468.0 T" SE \ / f I / / / / //, / / / / `�Q ' r I .=467..X467.2 14" i / .9/ X// / \ x .3 �, � / / /xu,� � / �. / / . �a r'" DBL I 1 / / / /! / / / /�` / I ( ( / �. _ / / / t ���- fr•, I / ► I / ! / ( r I , / / / / / / x 47" x 475 l l 7" CD r L 12 ( 30.5 r �' ` r � / / / / / -,. / /\ I I I f I /I 505.2 I \�C/ / / _ �. � � / r / r r / / / ' / / /� / / / � / � � . / // � / � / /' / %t / / / � \ •'\ � �� / I I alr r 1 \ / I X 47K4 � \ 00/ " */v536.0 CD 6CD/LIMITS OF / 541.3 / / / I CD / D3L CON T1UCTION 38.5 I / I / T° i I <475s / f r r �%\ / t 6"/CD 53/41`/� /a 3��Y \ / 6%� --470:3 I 1 1 I I ! �- / �� i / lcvi ! f M I TS OF r / I 1 I �\ - / / / / / , a s Cre. _ / h 40' CT 8" CD LL' h I' / � O� I I I I I I / / / � - / / -r / � ` / -` � Branc Pk 9° CD /CONST]RUCTIO,I r/ l I l \ ( I l 1 1 8 ! / / co / / �\ ( h 1 1 IX I \ / - - \ TOM 2: Rod Set_ - - / 6' tiyt c 475.6 EIey475.9fi / / / ��' . I 1 I I -- / / / •.' / � % / o / �- % _ . x 470.9 / l � I x ` ' i / �' / ' - mac: / / / �// 5n w - t \ / - IRS I / ,541.9 / / } ," / / 10" / / �� / % I I l '`�' \1 `\ I` l l l / I 1 I o I ( I 1 / I / ' ! / / / x4 . `�' / r / / / l� / / ''-%<477.a AW ��d39.0 i ") •-•. l / / / I l l / T l I ( I , , / _ / l / • � / 12" DBL 4i'A / I / '� / %l/' / 6" 6C 1 ,�.'/ / �;� ( / / / 1 I I I 1 / / / ' ; :4 / _4. j / / / 1 r l / j 10% '/ I \ ' 'X471.7 / , - / / / .38 -,� / - / zap r / / / / / / / � / i X484.8 �/ 1i ° / e,. • \ / 8"/ A0° / / /g„ / / / C / / / / / / / I I I 2 / / / / / / , / I / oh. °\ / //i h�5/ / �/ X477.58 I r X 542. %t I CD / % D L \ 7 / % / / / / / / / v� ( / / Oc/ //� / / r / / /// / / r ' % // / " 77.32 /.2112 / 1 CD II `'�- / �l� o / / r / l / l / / T i ! / / ( WU / /.' /// e�� x4 .s \ (nv. 47(3.5 lI i �' / 477.59 / / � f �536.7 1. / I , �j 01 \ �\ X544.9/ / % / < TRP I / 7"/ a' a 532.1 .' /, / / / / / / / ^ / / / / O/ / / '' r / 11 10" / / / / #9.4 // ' � \ � 7.31 / X477.64 . 77.38� s I / r„ / -_� / / _ ;9 / • / s i /\ r / /6 / / / / / / / ,-B`� l / , r r / / / - - �� / �i 77.43 X40.75 / / / 540•1 /IRr / J -0 w . 9" Da I / ( ' ' ' • . SP 9" i / / / �/ 'Y / f �C 503.5r <� / ! / / 2° ©C/ i / ,' r 1 r i !f 77.70 --\V477.87 / /\�, `, �.sC x >/I=n / / / / / / 1 1 7 r\2 _ _ �; 539.9/ / \� 30 / / / / / / / / / l / / / // / / / 1 f / / 7 .8 483. / / -�- / // \ (��1 r`' 03 X478.14 ��i, f< Z.54� /' �� �'I �a -- ' ! / I j j ( I �,a or���. • . - „ 5/32.� / . / / i / / / / / / / // ' / / / / i / / / / l �,' �/� / / l / / / / �'/xj 4fiH3L:3, / / / i / / / / //7X2 /j// // , x478.a4A04� 5 ; {.65 4/7-1 A- \\ 4 8-47-Iriv.=472.7 X478.96 74 ' I I 'S ., x 531.6 X479,69 �• � / / / / / / / 478• I / / I I I f 528.0 y ! �c�'� ` 9 A / / / / r X 503�8 iY. `- _ / r I I I I I II I II I I 1 lj � II1( I j{I ( f I1 f JI I`21� �' rI 1\ I � I 1 I i1 1.}-�1,1 �,�`o �i�/1� ,`�\-- 1 51_6�.�8- • ...- :.'.j- .r,.�; t � ` -. � // �: i/' /t,r/ x/ // / A// , S� �8i // , /// / i/// , // / ,/ //, / // / ,/ ''/ // // l /, /x4/9/6/.4 / ///// /// /// // /,/// / / / / //i /` // / T �`�p a/ / /4x 6/6.3 / // >/:� f-/ !/ /� � , / / / / x/- • \/- .�• '' - '_ e�,`�'R,�/_ . _ <y - -�_ ' \/4.17/.)5,/1I � /9 �/ •/./ w/NA=f. �Y2%/'' iE.�/9/�� %//8/1//-' /• / /'` ii i-� -,C1- /�r,`\ �r i ���-,� , �, ����-�1i' Vr V.��--/�}'. �/`8/ Q`- 8l;a� �0X4/8 U-4.7%<�7z2 tiw a.qL LX481.24 A521.8 -�tir z? 73.6/% 85/ _ �. n*`4a2.44 x4az. I I I � I I I 1 �.�-::-•-�'_ ate;-;.y �nt•, k, '/ �' / / �, / / / / / / / T1�= � .� --'' I ! 1 I 1 1 1 1 (�'\ �-• . iJ ''�� Y `X +/ / / / / / l ,, / �t' / / i 'J - - - 481.7-1 ,82,62 / 81.8o 7a W_ 2o.g63482.53 / l 1 I �� `� / / 09 / / / !t`' 482.08 x f 82,a6 482.65 I I I 1 I I 1 \ \ \`>�`�. / �" / / /// R ./ / / / r •�� X481.7-'' Found 2.50 N/F 'Mendell Wood 482.30 5/ • r .� .02 X .- T.�ri.P• 91-18 / • T r X481' , i 482.96 /�- ��/ ' ' Zoning. RA > \ \ \ I 1 1 \ A ( ( h�� �� f / l - - , .�%05 x 82,E5 /� Present Use: Vacant 482,91/482,43 X482.81 / x - a� tw= x482.02 93.2° ti / 7„rr}C �, �`i� X482.78 482.24, �'• 448 4a7,a7 N F Wallace B. Hughes & Ann G. Berry \ \ \ \ \ \\ `\ \` \,,V\ ' ( f ,k, / ��� F i_ 4�7.64 9 Y � \ \ \ \ \ \ \ ` , �� j f �.. / •�.� / 116 / r . _. ,f-• � ' /x4azs2 D.B. 317, page 552 (plat) \ \\ \\y\\\� f / ) ,.!° , ; �i . TZo Zoning: 1 R16A \ \1 t\\\\ \y\y\\ \ �/, f / ' `� e /. �Q // x4&3.27 -- 01 Present Use: Residential a2.2 1 \`�xP . DEPTH 1 t (\ \ \ \ f / / a_� J - = 83. �^ / � " z� �' f / ' \. X 485 Q / X-46833 ` ' ,�', / ✓/a2 r- �/ GRAPHIC SCALE f 0-7-X48Y!17 j' //' 30 0 15 30 50 120 1'' / X/4a5.12 ,.33 TOM/ #1: ��v.d _Sc 4 .92 �,. ' -, • . DITCH TYPICAL SECTION EIA, .=4�,0' 5 ;148s�0 // s' / X485.93/ /' ( IN FEET ) 487.64/ �o\�/ / t inch = 30 ft. DITCH MIN. DEPTH V2 Dt0 /� / / / 4 78 8 12" 2.09fps 7.83" / / 1707'/ ,/.� 4aa.7»1ot / 487.79 12 12" 2.07fps 2.50" / 4ss•aUT POND 18" 1.91fps 15.43" / / 1 , HOLMES: A • DESIGNARCHITECTURE a 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAPPA SIGMA INTERNATIONAL RN IONAL HEADQUARTERS ALBEMARLE COUNTY, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL ,TH OF Lr� DONALD J. RISSMEYER, P.E. No. 026104 l�NAL E PROJECT NUMBER R03456-09 DATE AUGUST 13, 2004 DRAWN BY: SK CHECKED BY: DJR REVISIONS NO. DATE DESCRIPTION 1 04/02/04 SCHEMATIC DESIGN 2 05/24/04 PRELIM. SITE PLAN 3 08/13/04 DESIGN DEVELOPMEN SHEET TITLE GRADING AND DRAINAGE PLAN SHEET NUMBER 000 Copyright 2003, Glave $ Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Gave a Holmes Associates P.C. L �Iv I R r urynuC 502,50' rA' EAST ELEVATION OUALC; 110 - = 1 -U (: ) CB) OC ( DD OE 12 OF OG OH In nJ SOUTH ELEVATION OUALL: -1/0" = 1'-U )N 3.00' TRIM I AO' i.00' 0 4' S' 16' ION .T POSTS NT BD NDOw WD ASS INSERT tIM 11M KE �G�LAV�E. A �s �01.C.Lll A7 E S ' DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gLaveandholmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL .00 O O O� I PROJECT NUMBER 2325 DATE AUGUST 13, 2004 DRAWN BY: CHECKED BY: REVISIONS' NO. DATE DESCRIPTION SHEET TITLE EAST Et SOUTH ELEVATION SHEET NUMBER r 9 80 70 6050 40303 20 in 100 0 12 C WEST LEVATION A2.2 SCALE:1/8.1 =1'-0" I 9 zo NORTH ELEVAT• J I H G F ' 11E (:E D C B A 6 Ell 2 METAL ROOF PANEL W/ GUTTERS AND SNOW GUARDS PAINTED CELULAR PVC CORNICE TOP OF BEAM BRICK - RUNNING BOND 0 0 CAST STONE BELT COURSE _ _ _ _ THIRD FLOOR -------- - --- -- ---- ---- - - +-----�------------------------------------------►----------- BRICK JACK ARCH — TOP OF GRADE 536.00' ALUMINIUM CLAD WINDOW I I I I PAINTED EXTRUDED ALUMINIUM TRIM aI , PAINTED WOOD SHUTTER - OPERABLE asBRICK WATER TABLE I I I I I i TERRACE SECOND FLOOR TOP OF SLAB 521.00' OL GARDEN GRADE 518.5' , I I , Ir-------------� I I ® ILLr - � BRICK/CMU STEPS r_____________� FM 11 I r------------ B CK r--------- I-- a - I---------J RI 1 LU r-------------J I --I - — - — - I -- -----------I — - — - — - — - — - — - — - — - — - — - — - OLFIRST FLOOR TOP OF SLAB 505.00' t___________________________------1 _-_ SCALE: 1/8" = V-0" - 0 4' 8' 16, �G�LAv�E H �O�L M".�E S� e ® e a s s 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE KAPPA SIGMA. FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL G� V o� PROJECT NUMBER 2325 DATE AUGUST 13, 2004 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE WEST Et NORTH ELEVATION SHEET NUMBER r 4 M o CHILLERUNIT r NO.2 4 4 N � I r-----------� I I I I I 4 I FUTURE ti CHILLERUNIT I I I I L----------- J C7 M CHILLERUNIT NO.1 4'-8" 2'41 4'-8" 28'-0" I FIRST FLOOR PLAN SCALE: 1l8" = T-0" DUMPSTER 1 Al.1 A3.1 ! - 19'-8" QP 0 0 T Q o r 1 2 3 4 I I I I I I 8' 7' 8" I 5'-1X2" 18'-114" 5 6 I I I I 5'-1 y8„ A1.1 A2.2 q q 9 10 WATERPROOFING AND MOLDED —SHEET DRAINAGE PANEL SYSTEM WALL SEE STRUCTURAL DRAWINGS I I FOR SIZE AND REINFORCING 221-4" 19'-10" 27'-10" ,--------I--------------L L----- - , --------- •--. I -------- -� ------�_----------- ,� I I —' I --� L-------------------------------J II k;11 A3.1 A1.1 A3.1 I- — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I-- I— -�-------- A1.1 A7.1 A1,1 K"A A6.2 � 5 0 I ( 21'-11y4" I I 26' 4Y" I 21'-11y4" I I I I I I I I I I I 4 ELEVATOR sumoomom� minims ommm I -�- I � A1.1 A3.2 I MACH , I I I I 1 1 PD A1.1 1 1 All rL_J� 1 1 1 A JANIT 1 1 1'-2" I I I I A 1 CHIVES rn I 1 A1.1 A6.1 1 119 I i ill I 1 LEVATO H R ; 1 i LI—_, l II D ROOM 124 �LEV 1 C=� U I I E 1 I I 1 cNv - - - - - vN VAULT 122 1 123 1 _ 121 _ _ - _ _ 126 a 19 D 1 I I I q ORRIDOR — I E 121 122 1 A CORRIDOR I 1 - EMPL LANDING UP �,v„� CORRIDOR D 1 1 6 o CORRIDOR ENTRA 114 115 A 116 I A 1 C � 1 I 118 A I 1 A 123 1 114 1 1 127 128 - - -- 1 _ 108 1 ' SOUTH ST RI 1 i ---,--- M S . S IPPING ROOM I I i 1 117DL M M 1 2 I 113 A 1 1 1 12 'ate 128 1 _.._........_ ._w _......__.....I i I i 1 f 8'_ 113 i 1 !E ® 1 3 D 1 0 I I „ „ 10 -0 1 ! i 4 r; 1 I 1 1 0 I 14 0 9 10 i 1 LLL DE (VERY MECHANICAL 1 + Tit HALL OF HON R 1 1 1 AY 112 - I T -PRINT SHOP _ ROOM_ 1 ; i 1 i GALLERY _ i 1 _I A _ —I— - (- - - -1 12 SLOPE I I I 108 1 I I 134 I I MUSEUM 1 g 4 ' I 1 C 1 133 1 GIFT SHOP 1 1 130 1 —.. E I I 1 II; l i i 1 1 SPRINKLER M { � M; a,„ ' � ! I i I I 1 OR1 1 STAIR 1 I II I D _ -PRINT _q -_----------_--- - - - T —�- - — OFFICE CORRIDOR q i CORRIDOR A I I I CORRIDOR A I I 110 I I i ! I I 106 1 1061 105 I I I I 3 I ( i i i I - ♦ F 131B 1 110 _ .... .... I I 2 ,1 A I L---� CLO A ENTRY FOYER1 >;. 2 .., 1 r—� I 46 EAST LAWN 102 I I I O B o I I 1- I L i 104 I. I I WORTHY GRAND MASTER I 1 N _j.. 1 10 i 1132 4 -- - - - - - - - - - -- 1100.1 2 1' �" I T-11�° 1 2'- 0" 3.8" 2'_8" 3'_8" 2'-8" _ T-5%„ 414„ 7' 5%„ 7,_9 4' 4, $„ 6'-10Y8„ 2,_0„ 1 3 I+ A— 2' 0„ 6'-10Y8" 41 _811 9'-4" I 32'-0IA" I 19'-37A" — — — "' — — I— I I — — —I— — — Q I I I I I I 1 I I I I I I I A 1 1 4' 6' 4'-10" �� " 32'-0" 4' I" 4'-10" I „ 1 9 � — I— . I I I I I A1.1 A2.1 I 21-5Y 91-61 70'44" 91_51. 21-5�8 I I I I I I i I I 0 4' 8' 16' N (A) UA 1.711 4141 3 4�y 6'-88„ P 100 7 3'4%4'_8„ '-6 _111k N 0 0 SUBSURFACE DRAINAGE SCALE: 3l4" = V-0" A l - CONCRETE FOOTING AND WALL " SEE STRUCTURAL DRAWINGS °. FOR SIZE AND REINFORCING ; •. o RR B.V G d 4 I , ;a a. D D A1.1 A2.2 G J 192 WATERPROOFING AND MOLDED —SHEET DRAINAGE PANEL SYSTEM CONCRETE FILLET VDOT GRAVEL #57 SURROUND DRAIN TILE —SEE PLUMBING DRAWINGS FOR TIE INTO STORM SUMP FILTER FABRIC SUBSURFACE DRAINAGE AT FOOTING SCALE: 3/4" = T-O" GLAVE HO. L, M� E -S 1 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL 0t0 J O PROJECT NUMBER 2325 DATE AUGUST 13, 2004 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE FIRST FLOOR PLAN SHEET NUMBER L o C VAIT E S.1 .. , 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY INTERNATIONAL HEADQUARTERS Charlottesville, VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL O jO OR l G� V PROJECT NUMBER 2325 DATE AUGUST 13, 2004 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER 0 r Legend Tree Protection Fence Limits of Clearing 0 9 Existin Trees o+, Proposed Trees and Shrubs Proposed Lighting � � p 9 g /�­-- Mulch Line Tree Canopy Calcuatlons Total Site Area = 6.14 acres Required Tree Canopy (10%) = 0.614 acre Total Undisturbed Site Area = .8 acre o U s 0 8 Undisturbed Site Area (0.88 acre) exceeds requirement for 0.614 acre of tree canopy and thereby satisfies County requirement. Kev To Existina Trees BE Boxelder Acer negundo BC Black Cherry Prunus serotina BG Black Gum Nyssa Sylvatica CA Carolina Ash Fraxinus caroliniana CD Eastern Redcedar Juniper virginiana CT Northern Catalpa Catalpa speciosa DG Eastern Dogwood Corpus florida HL Honey Locust Gleditsia tricanthus HK Hackberry Celtis occidentalis MI Mimosa Albiziajulibrissin PO Post Oak Quercus stellata PR Persimmon Diospyros virginiana RM Red Maple Acer rubrum SA Sassafras Sassafras albidum SE Slippery Elm Ulmus rubra SH Shagbark Hickory Carya ovata SM Silver Maple Acer saccharinum I SP Shortleaf Pine Pinus echinata TP Tulip Polar Liriodendron tulipfera VP, Virginia Pine Pinus virginiana WA White Ash Fraxinus americans WL Black Walnut Juglans nigra WT Waterlocust Gleditsia aquatica Proposed Tree Line /\ t}' Future Limits of Clearing / 1.\ 'z ♦ 11 ♦ :e t ?,i - , " , f% t ti 4 v' - .. rn ) i' I. General Notes \• „- 'i / t '•.I•' r t IineS existing tree % a estate and e s ,, xi ti slur I f '`�- .:-%< .::: _ idual trees over 6 en diameter a 's 'n n s, , I; J ^..J,. 1. Existin Landsca a Features including significant indiv g g `' %//,. ?1­1!` ftilr ' l 1. ;�` 1.®\ \ see sheet C-3. . \ \ +, \ `f , r ` `:, '` _ 2. All lent materials shall meet the specifications of the American Association of Nurseryment and planted in accordance with either the • •tJ%r i � '`, ,,+ °C,.... ,l' r / . , / ,l , ''\ ',,,.•., , i 4 i Y1'1 -11 \ p p , 1 I ,.,. a Association the Virginia Society of Landscape �. , \ '/ / f ; , standardized landscape specifications jointly adopted b the Virginia Nurserymen's s g y p `{' ?. standards e p p J Y p Y g \. r , i . 5 1 . , /I i i `\I.a .. 'd specifications of the • •� , \ �, f Landscape Architects or the road and bridge s ec �' r �" \ `•-�. i� r f the American Society o g p \:♦\. /,�'� \ I /z ", , �, , \ _ \ 1� }.1 `I \ ♦ Designers and the Virginia Chapter o Y p \ , fI , `. Transportation. . \ f Tran o to 11\�, � `. Department o s 'ti ' '`' 't �` ,} ", '\ ��` ,� :, \ , •� ,1 '� �•-` .,.. \ ?,,. ,.� - Virginia p P t -• ,. \ fescue far establishment of lawn. \ 1.Plhchea P' `\ .��'' -r1 areas within limits of contraction shall be seeded with es Ipe?Evan ` \ -- 3. All disturbed x 4. Tree Protection Notes: ` .• 1 t \ !`@.. L". \ :5 w \ t No disturbing _ i ent operators. ors �; t clearly visible to equipment m \ `, n t a height e ea \ ``, .__ with paint or ribbon a i shall e marked P \ �; _ protected ted s a b q p ;'• �°>� preserved and o ec Y \ ; \. � . `•'�, '• `. � `\ •�. '-.._ `_._-. ,_._.. -,._.-.._._._ __.... "'� � `\ -', � ; •. ,, A. All trees to be p e p p 9 t s \ ,t \ •\ `\ i \ \ \. Engineering the County n Y 9 i \ : ; '' I-— . -_-...... _,__. _...- tree marking has been installed b the contractor and inspected and approved by C g k % , \. , \ `; , . 9 activity shall begin until the ee a g y P P 11 i \ , :\ :4 1 I. I1 11 �',.`' \ ; ♦ , ,\ , Department. • ' o B. traffi and the stor of construction materials and soil shall not b p rmitted within the outside d p line of trees to i \ .: \ \ , ? \ `h, ti`• Heavy equipment, vehicular c, a `t< •; . , , \ 1..ti, r \ age e e ' \ be preseved and protected, \ , \ i \ \ \ \ 1 & L ,, " tit' 1 \ permitted within 100 feet of the outside of the drip -line of trees to be preserved and protected. " \ ;:_,G•�. «., ,� C. Fires shall not be pe p , t ... ti `t , \ 1 �•.. ' , ,, - _ `; `-� �````' I- within 100 feet of the the outside drip -line line of trees to be preserved and protected. 11 �. 1 \ \ ,, ,.' `,� :A;.,- D. Toxic materials shall not be storedp 1 ! \ \ --, -`, ' .% `` ,� `�'`'x E• No land disturbing activity shall begin until the tree protective fenceing has been installed by the contractor and inspected and approved by the 1�\\', . s, ,ti` \ County Engineering Department. �• \ ,,, \- -',. \•. ;r` `,r . , ;.. the limit of tree °�. *\ ,. , / _ `, F. When trenching for an kind of underground water, sewer, electrical, cable, telephone, or other utility service is necessary within h s PT (6}1. ,. F g Y 9 IRf "`` f. t nt pos sible, Tunneling ex e 4'. I be maximized to the furthest .,.4 I t I h t nks of trees shall rote o b the limits i sep aration from the trunks �` protection beyond of clearing, the separap :\ ,._, . - \ •,.� �� ` \- `�. - : `l` `• 1.5-,`, '•,, ' \ when deemed b the Count Engineer, that trenching will significantly damn e feeder roots of trees to be preserved and JV`(5.) \ :., shall be required y y g g g Y g �,. „ \ �:protected. 2. \ h '; `'`.'` , 9 `�,�� ' ed imm diatel in ac cordance with the \ tr to be reserved and rotected shall be re air e , - - ,� -'.; to crown trunk or roots stem of an tree p p Y `•\ '•, , >,'' G. An damage Y p '� Y 9 y =,`'. ,,. ` , `\. :..try..-�} r'� ``s, I''\. "y, '' , �I ,L .,ti ":.., `�`•, i $" r 0 n c :.... '\ '`', , s i ed b a rofessional forester or trees ecialist. '., r 4 \, �. 1, \: diment Control Handbook. Care for serious in'uries shall be re cr b y p p 'Y^ `� ::r, \ `, practice in the Erosion & Se 1 p 1. a � \ \. \ p N• y .' . \ '. _ }r =s:` :' '••�. n protected, shall be aerated b punching holes with an iron $ / 11 <,., s-. \ "; ' Y;;.. H. Soils which have been compacted, over the root zones of tress to be reserved and e i F � ;, ', ,, \ \'w p p Y p g `\ \ \ „ d. ., =� until the soil is loosened. / forth in each hole driven 12 deep and moved back and fo e c 'r over the root zone. The bar shall bed e $" �k \ \ \ ,.. \ , -\ ,,',\ ,t , \ ;. bar every 18 o e P t r' . • \ 4` } Jrr'' J r(`,` ° + t,... ,..x,1.,• ' ,t '``\ , •''j'`:., .,.\`+"'., .e �,,\'�i\ s } \ ,•.\ ,,k, :%, E :\ :\ `� `% h \ `'�i `; l '� ,*_;, \ ,` 4 ,\ 4 0 I. Tree protective measures shall be the last of the temporary erosion control plan measures to be removed during the final clean-up. `It �'' N. 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'' / CD CD % / / y/ % 7 f f° / 1, /r! r, - G zr' + + / i / !r /�' / / 1 J / 0 / /� % / r / I, // ' " / / / ,r f ` , I f .-- f / / I J' r' 1 J f' / f! r 0 /.V x :i e.,. t i„ I i / I r/ /fs� / / r% .f / f ! ,` /' / % f T /a; r f j V ,` f 'I °WT {., � /" . r 8' \ " / ! c / i / ! , 1 f' % / 1 / Aga. ,. / BL sJ ✓ /' Z + f., r r / .>' / ! / / �' ` r r ,°` / ; ! :'1 % / / / i I `Tf • r - ! r ,1 'd`!: l,s°rr"( / I \ SP t % / 1 ! % C / ! . / f�sa," r' .r/ .11 / I I f r ! /I ` / r .l i, 1 \ r.. �F .. ,/ ( t ,! l 20" r fOev '`,i X .., .W�: d': �; • 1 { r J r f';.J• ,r B V b // �"a, + * / / ', , / 12u o'. f /� 1 r/ �% r !{ � , / /, K4 '• r fr ° . • /° $• � 'v„ «TJ '',. - �-:•. ,: .',i f::n..,,, r.•,'yr_ 1 10" '- I / , f �,,f d i/ r\V '- ( ) ',',i ' + / r !/ / r i` ✓ ! .r /� r / r/ , / !i, r�. j` / 1� Sr �� i i r I t rO / i + r/ %`ti f !' ! 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J/ J 'A:I / / BL / 1 () J /� h G ro u cover ( �/ a , ,. ! < 1 ! r' .' ,, i { /r / ,;:5.1 J((j% . / �' C ;`llr Ji! f1. b ` JI� ) r Vie. f``\ 3. ii f�i Cir f l }J j /fr !1 / f1{/ // Gf /� % P , r j l / f : r :' ls� i` ,^ ! f f -1 ` r f r' / ,` t r r j, i l - ! ,-,-, r / O 9" f� ' !`/ % i i / �, "/ (to b determined ;r;:: \if1 .r , / / r° r�,f r / r r r / f ,';r" r , , //j ft�- ; jfj/, ; + -i- /l s, / 1 J! rJ % ';, �,,.r .n3' \ ) I C� t j 1! ac i ,r i y / J: /r- f l�ir / I?"' 1 1 4 = S / f : '`` e,- --.r'r f // f , 1 1'. / , % •` . • r , ' 1- / / / •/ ! �1: � \,. % / i'� r , `', 'tj' £ J✓ r/• '� I l F/ .y.. 1 , - l /' r ,` % f / f/ ` f • r / / / .,r' /, f ,r eoX //� ,/ ; MCW 1 II'{I � f ; /`-,B.J'�'�/ �;1 � ;�` -- ` : ,;- ,` /f �` - " • I..l%r / 1! F` ( ) i . i I , \ O 1' (/f f ,,J / '' 15" /� /-/r w•1r `\ \ t-., ,. - r,.e I f' ," ! r • r , / / 'r .,✓- r J% /% / }r I'I • I' / r / `� i I t (� `,-: / / ? 12 f •I! � \ %�- '`^ ,,- 0 %f / .`} r / / s /"' 7° / �/ \ >'// \ j i s. /`" r` % ! BC / / , `��. \ ,._,./ r - r' ` r / ,i \t ✓' JiK `r !/ ! f �j c �C III• b PLO 9 I i I' I i' / O / ! r i _; , %f' a / , y..,_ f - f / i o / / 9i r / ,� r/^' I.I.I ( ) '1' •1 I I / o r `-'f., ,-.i f f r ""... \''• ``,L..-1 _..__... .- '% / / �r h I I I III j.. ,.i..,.F i j .,.._..._. i / j / r S f I. • I I ! is f _1 # f-: r 1 ( r/ \ ` -:_.. ,_ ..% ''..- / / r - / j w4. r / / • \ DBL !` /; ! %` ! ` I I ;sue C F (2) , I I I ; I i 11" 12. r/1 .. r / / / / / / , p ` ( / ✓" / I ! fy i 3 i i HL Zone L �'�/`r •r +r / .-I �t f'r ^-�s r ° i/ f r r P v \ i .. ) i i 1 DBL �Z, 'r F` / / l t r j , P f i r : I . j t . s1 `*',�„ 4 r'' f " •y`7r; _ . C KC 1 f• / f , > ,••` •'\ i t i t \, t -t'' Bc ! ,,,.'".` /` ,.r✓'', / r ` o \ ! 7 qC � / j f j \ , i , 't 'll 5t `s \ , �S .�: ,,, -a '� � % - / r �' - / / 1 t i t / ' \ '\ i � � � r t k_ i— - // - a - [j 1 /,r, y� e i;: , .r / i - t _ ; t ! t , I ,r' 3 r'.'- / , s ' ` \ ` '{ t i i S i (f f', l / + ' + i ++ + !g ,/ � '1 i1,, 1 ` i � f r% ® / / / , • � • � }��-..k __.� /r � ,'.y + + + + { + + `�'' -� -�'i \ ; `t �i t ''� � 'S � i '1 �'�,i. F /` / i r / /,•%' � ,- t t r , %y'3'%'-r�„t;t`,�-"#' F :±--•:a° .;,.,,+• ' ! " r +/ + - 5 ;t S f ti '1 i' f '� £ r -/ I . '` e / /,: r` / •'•' •rY ,.'•"_! _ �r ` ., y ••., .! "� alf r _ "' .�.::v' -, teyt ` n ,f %"~ _ r i 1if' r Y / / !`r,y- = �r4 } t \ /�L a .Ayrc -i e r1Fi �11 1 �Y1(�� t 4`.. / / , it �tj : i s 1 t }_i%+�, _ -\. J f/ •,. - _ r /` iJ l .,.�, ,\ M ` i 7✓t" li i f �/ 5-,7 ' / / �''r -�''"- - - - ,,` `- , , `;•`t '`t rim' {` 3 i s / 11 e \+,, '`\ 1 f • f ( f ') f j {1. `:, r // „ Lon � / / � F,,-.=. �„ r �,.". ,l , r I 1' 0 1 J r ,i) i` I f ) ( r J I - / .:- - • ' .' 'a \, •, /' i \ /f ,r f` •-•r `\ r f } i t 1 1 f t i -�' / ,1� _ FA (5) JV 3 , f' 7 i / i r, j`'1f i rr r- 4 1ti' \ r r , l`J s I i' ` 1` j - l.. " �'f\1 w Maintenance Zones £ .• - %\ t+ ' f ` L� %11 ' \ o;/Jr / f f ( i f / `" ,1 -' HOC t r / f / r J r' -- ,-- t VO (3) — -- Zone areas :`,: J /! I'`r; \ /' r ,<, '\, -- ;t; ,tf \t. PT 3 w.. - `� Zone 1 Fescue sod areas maintained at -/ :/� f' / y'',. 'E ,— / 'i ; ' . " 2-3" height. JV (3) �~ ,��'.�- � + �y(�r,.. r tl r' f. ,,�: TD (3} L�1�\� f _.-" - at r �'-' �',� f. ; .- ; I ;,1 I; - f ,` : / o __ f f-..- .r Zone 2: Fescue seed areas maintained-'� 3-4 height. / ;i " r` .•' .+' ter`' `` a'^ c' �},+yy1� i.s�^` �,r"' !- oy •,,,.` Gy�C - .r :, O '�•^�r �./ ,•''-''• -• •/t• ,-"., „»<=•.'a""'S' '''-r" ,i-�J'C f y I mint r•__.I/ �" "ff .I --,-, I--,- VO (3) Zone 3: Fescue grass areas seasonally JV (4) -- - - - ' _. maintained. �� CM __ Ip. VP 5 r O + z. / PLS (5) . .-- . 1.r... PT 7 . rr �r R�::_,� f, r �; - Future Pedestrian/Bicycle Path Plantings Required by Albemarle County M - j � r -fi I -1 �' Eight foot wide, asphalt path to be Mulch line ,� _ { . . JV (3) Key Quantity Botanical Name Common Name Size Spacing Remarks constructed upon demand by i Large Deciduous Trees AG 2 IRS fi 'f 0 - FA (5) Albemarle County. Path to be // ARO 3 Acer rubrum'October Glory' October Glory red maple 21/2" C As shown ARR 3 Acer rubrum'Red Sunset' Red Sunset red maple 2 1/2" C As shown FA 10 Fraxinus americana'Greenspire' White Ash 3 1/2" C 35' CC Matching TP 2 Liriodendron tulipifera Tulip Poplar 2 1/2" C As shown TD 1 6 ITaxodium distichum 'Shawnee Brave' Baldcypress 131/2" C JAsshown ZSG' 1 7 IZelkova serrata'Green Vase' Zelkova 12 1/2" C 20' CC Ornamental Trees CF 4 Corpus florida'Cherokee Princess' Flowering Dogwood 1 1/2-2" C As shown CKC 2 Corpus kousa'Constellation' Kousa Dogwood 1 1/2-2" C As shown PS 2 Prunus sargentii 'Accolade' Sargent Cherry 3 1/2" C As shown Matching specimens Small Ornamental Trees AG 4 Amelanchier x. grandiflora'Autumn Brilliance' Serviceberry 2 1/2-3" C As shown CV 4 Chionanthus virginicus White Fringe Tree 4-4 1/2' Ht As shown Multistem CM 14 Corpus mas Corneliancherry Dogwood 4-4 1/2' Ht As shown Multistem l-arne Rrnadleava_rl Fvernreenc and Ornamental Conifers JV 58 Juniperus virginiana. 'Emerald Sentinel' Eastern Redcedar 4-5' Ht 15' CC INS 8 Ilex x'Nellie R. Stevens' Nellie Stevens Holly 6-7' Ht 15' CC Full branching MCW 2 Magnolia grandiflora 'Claudia Wannamaker' Southern Magnolia 8-10' Ht As shown Matching specimens PT 36 Pinus thunbergiana Japanese Black Pine 4-5' Ht 15' CC Full branching Broadleaved E'verareen/Semi-Fveroreen Shrubs AEG 22 Abelia grandif lora 'Edward Goucher' Glossy Abelia 18-24" Ht 5' CC BMW 62 Buxus microphylla'Wintergreen' Wintergreen Boxwood 24" Ht 3 1/2' CC BS 2 Buxus sempervirens American Boxwood 48" Ht As shown Matching specimens PLO. 9 Prunus laurocerasus 'Otto Luyken' Cherry Laurel 24-30" Ht 5' CC PLS 31 Prunus laurocerasus'Schipkaensis' Cherry Laurel 30" Ht 7' CC VO 6 Viburnum opulus'Sterile' Old Fashioned Viburnum 4-4 1/2' JAsshown VP 5 Viburnum x. pragense Prague Viburnum 4-4 1/2' 10' CC / [I *7 /// A / /' ` / �'- ", , !/ ' Y'` µ` 1.m., fv,..: , -, I ci s - /',- 1 /'• -11 , \ J ` """ r ter, f _. //--r CM (3) JV (3) MV (2) % .1\----\ ✓� ' AG (2) Entrance Gate Piers FOR FINAL SITE PLAN DEVELOPMENT REVIEW AND APPROVAL ONLY constructed within the Right of Way of Rt. 20 and maintained by VDOT. GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 fL i G L"E & I I � : �HOLMES�, � I A S S . I � 1 ■ • 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gtaveandhotmes.com PROJECT TITLE KAPPA SIGMA FRATERNITY HEAD QUARTS RS CHA,RLOTTESVILLE VA CONSULTANTS CIVIL ENGINEER Draper Aden Associates 8090 Villa Park Drive Richmond, Virginia 23228 T 804 264 2228 F 804 264 8773 LANDSCAPE ARCHITECT John Milner Associates, Inc. 103 West Main Street Charlottesville, Virginia 22902 T 434 979 1617 F 434 979 3645 STRUCTURAL ENGINEER Dunbar Milby Williams Pittman Et Vaughan 110 3rd Street, N.E. Charlottesville, Virginia 22902 T 434 293 5171 F 434 977 5191 MEP ENGINEER Greenman Pedersen, Inc. 11512 Allecingie Parkway Suite C. Richmond, Virginia 23235 T 804 594 2501 F 804 593 0521 SEAL OF O��ALTH i° it BERT McGINNIS y No. 306 4/16/04 �,S'c -�1PE Ag PROJECT NUMBER DATE AUGUST 13, 2004 DRAWN BY: AFI CHECKED BY: LW REVISIONS NO. DATE DESCRIPTION 1 04/07/04 SCHEMATIC DESIGN .2 05/10/04 PRELIM. SITE PLAN 3 07/26/04 ARB REVIEW 4 08/03/04 QC REVIEW 5 08/12/04 DD 100% SHEET TITLE LANDSCAPE PLAN SHEET NUMBER 000 Copyright 2003, Glav6 & Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from GLav6 Et Holmes AssociatesP.C. 1. CUPOLA J4 579.00' THIRD FLOOR i - 1. 536 00' NEW GRADE 0 F OR 521.00' FIRST FLOOR ------ EXISTING GRADE 505 00' STATE RT. 20 - T--------- - Through Parking Area - View South sr 481.00' 4 CUPOLA jl 579.00' t. .....• I ,........, _„,,, 44 THIRD FLOOR 536.00' EXISTING GRADE F OR �� 521.00' FIRST FLOOR .— NEW GRADE I. 5 0 5.0 0' STATE RT. 20 L '_ - -48t.00' Through Building Centerline - View South Site Sections KAPPA SIGMA INTERNATIONAL HEADQUARTERS GLAVE & HOLMES September 15, 2004 Charlottesville, Virginia ASSOCIATES ARCHITECTURE 6 DESIGN r . 1 i i„VA i fr, ,,. .141kA:14 4. ip. y,, _ i ION ti _ ,..y�..it ,. ii l�riirlihri .�: 1 0, 6116 lldi.ii .ri . ..., . al% 11.1M -11,44/... E 4," irm. Elm7F1G IIOD CEOYK Elevation along Route 20 S osta 4IIT ...____Alt* milF, ______ s 5.o O . rr FIRST ST FLO —— ` —— En6EUG OMOE J` STATE RT 70 Section at Parking lot .11 t + almj&I " 3J6.00' 1 ■-ii fT (±,,,.EEOMK ., ,.., SEOOM R..' PRE A STATE R T 3 —_ ' ————-——__— y1.00' - Section at Center of Building KAPPA SIGMA FRATERNITY HEADQUARTERS GLAVE & October 5,2004 H O L M EES Albemarle County, Virginia L ` J eilalgramm 4 fCl.n ♦IIL Cam �'r=10 N N=NEXT M=MAIN MENU P=PREVIOUS 09/08/04 07:40:21 INQUIRE COMPREHENSIVE INFORMATION SYSTEM T556 CIS002 CISINQ02 PARCEL # : 09100-00-00-01600 PARENT PARCEL #: - - - OWNER(LAST,FIRST,MI,TITLE) : ALBEMARLE CARTER MOUNTAIN , PARCEL LOCATION: (HOUSE #) 1612 (STREET NAME) SCOTTSVILLE RD (CITY) CHARLOTTESVILLE (ZIP) 22902 MAILING ADDRESS LEGAL DESCRIPTION ALBEMARLE CARTER MOUNTAINS TRUST; E 1. // TAL 2 . ACREAGE C/O ADVANCE CORPORATE SERVICE INC 3 . WILL BOOK 67/216 2213 CONCORD PIKE 4 . WILMINGTON DE ZIP CODE: 19803 - 01/01/2004 OWNER: WOOD WENDELL DEED BOOK REFERENCE: 2781 / 171 HELP = "F1" OR PUT CURSOR AT BOTTOM 076 077 078 ��a�rar �� - - • ii �� i r r _ ®� � 91-2 a SEI 1 Part 2 9 V gil ,:W' 11111111r / .--* '� 77-31 7 29 92-2 71/11k a IV ®'e 1ri 14,20) ,,,,,, itt k 91-2e 92-2A 91-28A �` 91-28C �\ 9128F - 8�> 91-28G SCC \ .` 91-28H 91-281 er 91-28J y / 91-28K ` _,...c--...\_ ...).----f*---: 411 ... . • 91-18 VA-2004-016 Albemarle Carter Mountains Trust (owner), Kappa Sigma Fraternity (applicant), Tax g,� Map 91, Parcel 16 ae o < 9'' \ m B� I O7, -79 .-'-'--41110 H� 28E�. 97.37 Ch I 0 9�/9 I N q3 9� co 7444 o �� �OR \ 41411*-6' \ ei 0 2,P 92-64A 1110. N, .... .. \ .......- .. , , ),2 • 01,11, ..,-'' n 97-27 , 91-21 B _ 795 i, --- 91-218 ‘r•-•-.•^/ 1 q, ... .\. 103-1M a 1. 10313 r i \ i. i 102 103 104 Scaie F,� Albemarle County Tax Map: 0 800 1,600 2400 el* a='rra Note:This map is for display purposes only 4:�,(9 and shows parcels as of 12/ 1/2003 "vim' See Map Book Introduction for additional details. 111114 GLAVE HOLMES ASSOCIATES ARCHITECTURE Ez DESIGN TRANSMITTAL Please deliver to: NAME: County of Albemarle DATE 7 Sep 04 FIRM: DcpArtment.of Community Development PROJECT Kappa Sigma ADDRESS: 401 McIntire Road NUMBER ... 2325 . . Charlottesville,VA 22902 TOTAL PAGES ORIG.TO COME TEL#: FAX#: FAX COURIER HAND US POST GROUND 2ND DAY AIR OVERNIGHT E-MAIL EliEl 0 The following items: Application,for Zoning Variance for Kappa Sigma International Headquarters-See Contents Below • Remarks: Completed Application Attachments with justification • Application Fee Drawings Sheets,dated August 13, 2004:T1.0,C-3,C-6,C-7, L-1,A1.1,A1.2,A2.1,A2.2 ••• Conceptual Rendering,dated March 16, 2004 ••• • • From: NAME:. AnCINW.P.•.............. . COPY TO SIGNATURE: /4.47-24-iliniste 801 East Main Street, Suite 300, Richmond, Virginia 23219 804.649.9303 Fax 804.343.3378 Document!