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HomeMy WebLinkAboutSDP200600112 Executive Summary 2006-12-05 COUNTY OF ALBEMARLE EXECUTIVE SUMMARY Project Name: Dominion Office Park- Staff: Gerald Gatobu Phase 1 (Parking and Building Expansion) Planning Commission Public Hearing: Board of Supervisors Hearing: December, 05 2006 Not Applicable Owners: Ballif Investments LLC Applicant: Yadira Amarante— Dominion Development Resources Acreage: 1.088 acres. Rezone from: Not applicable Special Use Permit for: Not applicable TMP: Tax Map 78, Parcel 15C2 By-right use: Highway Commercial. Location: South Pantops Road [Route# 1140] approximately 225 feet east of the intersection of South Pantops Road [Route # 1140] and Spotnap Road Magisterial District: Rivanna Proffers/Conditions: Not applicable Requested # of Dwelling Units/Lots: Not DA x RA Applicable. Comp. Plan Designation: Community Proposal: (Section 4.2.5.b) Request for Service in Urban Area 3 Critical slope waiver by Planning Commission. Character of Property: The site currently Use of Surrounding Properties: has an Office building that shares parking Commercial, retail and Office buildings with an adjacent office building. There is flood plain and critical slopes in the rear. Factors Favorable: Positive County Factors Unfavorable: Does not meet the Engineering review. criteria in section 4.2.5(b) RECOMMENDATION: Denial 1 STAFF CONTACT: Gerald Gatobu PLANNING COMMISSION: December 05, 2006 AGENDA TITLE: SDP 2006-00112: Dominion Office Park- Phase 1 (Parking & Building Expansion). PROPERTY OWNER: Ballif Investments LLC APPLICANT: Yadira Amarante—Dominion Development Resources. APPLICANT'S PROPOSAL: Request for major site plan amendment approval for the addition of 963 gross square feet of office space and the construction of a 12 space parking lot to accommodate the additional office space at the Dominion Development Office Park. The property, described as Tax Map 78, Parcel 15C2 is zoned Highway Commercial (HC), and is located in the Rivanna Magisterial District on South Pantops Road [Route# 1140] approximately 225 feet east of the intersection of South Pantops Road [Route# 1140] and Spotnap Road. PLANNING AND ZONING HISTORY: SDP2004-52: A preliminary site plan was approved for this property on 08/13/2004. A critical slopes waiver was approved at preliminary plan approval stage. The Albemarle County Planning Commission approved a critical slopes waiver for Dominion Office Park at a planning commission meeting held on August 10th 2004. SDP2004-91 Final Site Plan for Dominion Office Park was approved on 10/11/2005. A re-subdivision plat, boundary line adjustment and a request for final plat approval to create 2 lots on 2.377 acres were all received and approved by the Albemarle County Department of Zoning and Current Development. A bond Inspection OTH200600226 and Zoning Clearance application 200600162 were made in June and October this year. COMPREHENSIVE PLAN: The Comprehensive Plan designates this property as Community Service in Urban Area 3. REASON FOR PLANNING COMMISSION REVIEW: Approval of this application requires Planning Commission approval of a modification of Section 4.2 in order to allow disturbance of critical slopes. REVIEW OF MODIFICATION OF SECTION 4.2.3 TO ALLOW ACTIVITY ON CRITICAL SLOPES: DISCUSSION: Critical Slopes Waiver: Section 4.2.3.2 of the Zoning Ordinance restricts earth-disturbing activity on critical slopes, while Section 4.2.5.b allows the Planning Commission to waive this restriction. The applicant has submitted a request and justification for the waiver(Attachment C), and staff has analyzed this request to address the provisions of the ordinance. Description of critical slope area and proposed disturbance: The critical slope area is a wooded area that slopes down to the Rivanna River. The critical slope areas are located below and directly adjacent to the current building and parking/loading area. The proposed critical slope disturbance is for additional parking spaces to accommodate a proposed building expansion. There is very little undeveloped land on the site that is not critical slopes, so the proposal is for the lower parking spaces (7 spaces), landscaping, and stormwater structure(Filterra and rip-rap)to extend into the critical slope area. A retaining wall will be put in place behind the parking spaces to minimize grading and disturbance of critical slopes. Guardrail will be provided on the wall to provide safety. The existing water quality structure(Filterra unit)will 2 be relocated in order to provide water quality for the entire proposed parking and loading area. The critical slopes disturbed will be approximately 11%of the critical slopes on site(about 2000 square feet). Figure 1 on page 3 shows the disturbance of critical slopes: Areas Acres Total site 1.09 acres approximately Critical slopes 0.47 ac 43%of site Critical slopes disturbed 0.05 ac 11%of critical slopes Exemptions to critical slopes waivers for driveways, roads and utilities without reasonable alternative locations: This disturbance is not exempt. Compliance with Zoning Ordinance 18-4.2: "Movement of soil and rock" Proper slope construction, control of drainage, and vegetative stabilization will prevent any movement of soil. Most or all of the soil movement in areas of critical slope will be fill. It appears that the retaining wall will need to be constructed by hand, and this is the intent of the applicant. "Excessive stormwater runoff" Peak stormwater runoff rate will increase slightly(1 cfs or less for the 2 and 10 year storm). This will not be a problem downstream as the runoff will flow directly into the Rivanna River. "Siltation" An erosion control plan has not been proposed, as it is generally not required for proposed developments with less than 10,000 square feet disturbance. It will be difficult to capture any lost sediment,as the area to be constructed in is very steep. However, the amount of disturbance is very small. One available precaution is to require an erosion and sediment control plan as a condition to the critical slope waiver. (Disturbing less than 10,000 square feet does not automatically exempt someone from providing a erosion control plan,the program administrator reserves the right to consider it exempt or nonexempt.) "Loss of aesthetic resource" This area will be partly visible from the Rivanna River during the winter;however,there is not much of a change. There is already a building and loading area.The only change will be a retaining wall instead of a natural slope down from the building/loading area of the site.It appears that at a minimum three trees will need to be removed in order to put in the proposed development. The remainder of the tree buffer between the development and the Rivanna River will remain in place. The critical slopes on this site are included in the Open Space Plan (Composite Map) as part of"major and locally important stream valleys and adjacent critical slopes". Based on the inclusion of these slopes in the Open Space Plan, staff views the disturbance of these slopes as a potential loss of aesthetic resources. "Septic effluent" This project is serviced by public sewer.No septic systems or drainfields are proposed in this project. Based on the review above, there are no engineering concerns that prohibit the disturbance of the critical slopes as shown. 3 Section 4.2.5(b): Staff has included the provisions of Section 4.2.5b here(in italics), along with staff comment on the various provisions: b. The commission may modify or waive any requirement of section 4.2 in a particular case upon finding that: (Amended 11-15-89) 1. Strict application of the requirements of section 4.2 would not forward the purposes of this chapter or otherwise serve the public health, safety or welfare, or that alternatives proposed by the developer would satisfy the purposes of section 4.2 to at least an equivalent degree; or(Added 11-15-89) There are no proposed alternatives presented by the developer that would satisfy the purpose of section 4.2 to at least an equivalent degree. However, a retaining wall will be put in place behind the parking spaces to minimize grading and disturbance of critical slopes. 2. Due to its unusual size, topography, shape of the property, location of the property or other unusual conditions, excluding the proprietary interest of the developer, the requirements of section 4.2 would effectively prohibit or unreasonably restrict the use of the property or would result in significant degradation of the site or adjacent properties. Such modification or waiver shall not be detrimental to the public health, safety or welfare, to the orderly development of the area, or to adjacent properties, or be contrary to sound engineering practices; or(Added 11-15-89) There property is already in use with an office building having already been constructed; therefore, the requirements of section 4.2 do not effectively prohibit or unreasonably restrict the use of the property. 3. Granting such modification or waiver would serve a public purpose of greater import than would be served by strict application of section 4.2. (Added 11-15-89) There are no immediately identifiable reasons that would be considered of greater import. RECOMMENDATION: Based on the analysis of the Open Space and Critical Resources Plan and on the review of the engineering criteria presented above, staff opinion is that this request does not meet the criteria for approval. Should the Planning Commission choose to approve this request, staff recommends the following condition: 1)The site plan amendment shall not be signed until an Erosion and Sediment Control plan has been approved. 4 Attachments: A - Tax Map/Location Maps B - Site Plan C - Applicant's Request and Justification D- Pictures. E- Approved Site Plan SDP 04-91 F- Open Space Composite Map G- Plan showing previously approved critical slopes waiver(location). 5 Albemarle County GIS-Web November 27, 2006 1pIV INIllpil 2 78-17D j ! ®I f/ � 78-15C5' „,„/ �,�:,\ 18 78-15G �. \ # , 3 ollib 78-15C4 78-15A �4� P 17 O�2p 78-15F ,lt 78-17 c t , 0 y 78-15C7 G , 78-17G1 140 f ) A 78-15C3 q/71, 175 e, `rp� 78-15C6 ♦J` 78-15C8 78--08-10302+ 41%1 77-41 " 78-15C2 v 1 5♦ 172 78-15C9114111 78-20R -L 217 "P 0 170 Fey/ Other Streams ,c4nFAte',1 1 2 3 �.\ Major Streams _I jlli l� 4 6 6F7 8 9 10 11 Ponds L a -. 11 13 14i 5 16.17�I 9I2Dr21y 23� Lakes and Reservoirs 11• . ,3,1�12l7 28.291 31 /J�� 36,�/� ❑ Parcels F P38 39140{141I42143 44I45�46��I44r7 41149I50'II6�1 !Ai, 62'53i54155 4,7J58b9 160 1 1 162'83164166r66`b7 -- Driveways I 1 1 I .r I 08,69� �71 72 74 75 76 77 7918D 81 82 Buildings Geographic Data Services f 83 V4 86 96'0 89 91 92 9.3 .6 — Roads Room 227 I kg6 Ig6[eglaiotailo304io61o11 401 McIntire Road 1..,-.Ill 11 I I ICI 6 - Road Centerlines 10710810910 111 j 114 116 116 O Road Bridges Charlottesville,VA 22902 1171 t 1 119 1t21113 124� — Overview Roads All data is provided for graphic representation only. The 125 126127128:29130 131 ❑ Tax Map Grid County of Albemarle expressly disclaims all warranties of any type,expressed or implied,including,but not limited to,any 132,133 136 136 137 warranty as to the accuracy of the data,merchantability,or 138,139 134 fitness for a particular purpose Aerial Imagery©2002 Commonwealth of Virginia-Maps are for internal use only Attachment A Albemarle County GIS-Web November 27, 2006 78-17D �. �' 1, �� :,.44, fP '" ,,, r j N 1 �7 i6, I:��`. 17� 5 �I. ti y i i • t r .. It 7�$ 1 G 1 3 t A. r1t ,."stiff* ► 4' iy 78,15C4' t _ 4 f t \', ‹tkQa �"'". �' �" 'tip" 4 >;` `",4., 78 17G3ill • to O ,\ o. �f41 78-17G141p,NN:., �♦ a. 'ivol 5C7 \` • c • ri' IPs V 503 • 'tip ' .b •♦ i ' '• ® .• ' ` • ` A s � �,i s N 78.15C6"S v`4, 78`-1'SC8 ' ` z' 4': ;.• . • 78--'8-10302+ 77-41 ti =-15E2 �..= . ;r 4411111 0 4 0 loili,lie, ,, , -�t ) .. IA .. :, * r %IL • A. ti S �,r • ,Iiti4ii'•.,i i.IivI."- ' tfT ;Ir,L •• �iL .4 i ali r• '`. ram, r ; 72 . ' Y2002 1 m Orthophotography �y O�iiikti4,.. t 2`3 III Red: Band_1 O =111 � l456/7 e`9118 11 22� • Green:Band_2 �, y m I12r1311,15 16117 3,419 20�21 '23� ii Blue Band_3 .a ® k 24.25,26.127 28,291 31 �33 34.36 36 37• Y2002 200'Scale Orthophotography "i f'• ryy38 39I40 141 11I42143 4°146`a6147�4E�a4160151 �/R G t 14‘' 'ea'53 r54156 I66-J57J58{59.'60 1 1 162 63 164165 86167 Ill Red: Band_1 I„ q-,,,�� I ,t i 7982I6869 17172 7475.'181 II Green:Band_2 Geographic Data Services 16, 1%� /!83'84 86'87 89192 94.96 Blue. Band_3 Room 227 � If/ I I 9i 98 9910t:10110210304105106 Y2002 400'Scale Orthophotography 401 McIntire Road I lit 1 I I 1 1•t 10710810910 111 114 116 116 ▪ Red: Band_1 Charlottesville,VA 22902 N7 i19 1 i1113� I :1 ▪ Green.Band_2 All data is provided for graphic representation only The 126 1261Y128:29130 131 III County of Albemarle expressly disclaims all warranties of any I‘I I I , I Blue Band_3 132133135136137 type,expressed or implied,including,but not limited to,any l ❑ Tax Map Grid warranty as to the accuracy of the data,merchantability,or 138.139 134 fitness for a particular purpose Aerial Imagery©2002 Commonwealth of Virginia-Maps are for internal use only Attachment A SAGE (s9 LEFT 3L AN (o N N N MAJOR AMENDMENT TO FINAL SITE DEVELOPMENT GENERAL WATER & SEWER CONDITIONS 1-3 - o pMY 1 WORN SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SEANCE AUTHORITY OFFICIALS AT THE START OF THE m �? e PLANS FOR 2ORK3 2 THE LOCATION OF DIEING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND,WHERE SHOWN,ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNOERCRQUND LIES AND STRUCTURES AS NECESSARY C a p u o 0 d 3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY NTH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SEWAGE AUTHORITY ON JANUARY 15,1998. E ii/ 0/_gym DOMINION OFFICE PARK 4 DATUM ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY a 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING less UTILITY(1-800-552-7001). 0 4 ,, TM 78 PARCEL 15C2 & 15C9 6 ALL WATER AND SEWER PIPES SHALL HAVE A MINMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE,OVER THE CENTERLNE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,SERVICE LATERALS AND WATER LINES, ..M�':.:r' 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES ••�y0�* PV�M�•4 RI VANNA DISTRICT, ALBEMARLE COUNTY, VI RGI NI A 8 AN RPZ TYPE BACHELOR FYREVENTER DEVICE(APO)SHALL BE NSTALLED TN EACH WA ER SERVILE J ST RODE THE BUILDING BERG SERVICED SITE DATA GENERAL NOTES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES LEGAL REFERENCE TM 78 PARCELS 15C2&15C9 1 DO NOT SCALE THESE DRAWINGS.USE DIMENSIONS SHOWN ONLY BRING ANY DISCREPANCES TO THE 1 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC RIGHT-OF-WAY,INCLUDING CONNECTION TO ANY EXISTING ROAD,A PERMIT SHALL BE OBTAINED FROM THE VIRONIA DEPARTMENT OF TRANSPORTATION ATTENTION OF THE ENGINEER IT IS THE CONTRACTOR'S RESPONSIBIUTY TO FIELD VERIFY ALL DIMENSIONS. (v.D.O.T). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Revisions SOURCE OF TITLE DB 3103-376 Na DESCRIPTION DATE OWNER/DEVELOPER 2.THE LOCATION OF EXISTING URURES SHOWN ON THESE PLANS IS APPROXIMATE.IT IS THE CONTRACTOR'S 2.ALL PAWING,DRAINAGE RELATED MATERIALS AND CONSTRUCTION ME HODS SHALL CONFORM TO CURRENT SPECFCATIONS AND STANDARDS OFV.O.O.T.,UNLESS OTHERWISE NOTED sac COYIEN 5 JPA/06 BALLIF INVESTMENTS LLC RESPONSIBIUtt TO FIELD VERFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF 70 SOUTH PANTOPS DRIVE NEW UM TES. 3,EROSION AND SILTATION CONTROL MEASURES SHALL BE PRONDEO IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,GRADING OR OTHER CONSTRUCTION CHARLOTTESVILLE,VA 22911 3.THE SPILLOVER OF UGHRNG FROM PARKING AREA LUMINARIES ONTO PUBUC ROADS AND PROPERTY IN 4 AU.SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED AND MULCHED THE MAXIMUM ALLOWABLE SLOPE IS 2.1(HORIZONTAL.VERTICAL). NATURE REASONABLY OBTAINABLE.LESSER SLOPES OF 4:1 OR BETTER ARE TO BE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF(1/2)FOOT CANDLE. ACHIEVED. ZONING HC-HIGHWAY COMMERCIAL 4 EACH OUTDOOR LUMINARIE EQUIPPED NTH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE 5 PAVED.RIP-RAP OR STABLIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING,OR THE DIRECTOR'S DESIGNEE,IT IS DEEMED NECESSARY N ORDER TO STABLIZE A FULL CUTOFT LUMINARIE OR A DECORATIVE LUMINARY NTH FULL CUTOFF OPTICS. A DRAINAGE CHANNEL MAGISTERIAL DISTRICT RIVANNA 5.NEW SLOPES RILL NOT EXCEED 2.1 6 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE NRGNIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SOURCE OF BOUNDARY SURVEY FIELD SURVEY BY RIVANNA ENGINEERING AND SURVEYING, 6 THROAT TO FILTiRRA WILL BE BLOCKED DURING CONSTRUCTION TO AVOID DAMAGES DUE TO DEBRIS. 7 UNLESS OTHERAS NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS III.PLC 8 AU.EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY(29 CFR PART 1926) o t. SOURCE OF TOPOGRAPHY ALBEMARLE COUNTY SERVICE AUTHORITY USGS DATUM AND FIELD SURVERY BY DOMINION DEVELOPMENT RESOURCES. _ - BENCHMARK TOP OF MANHOLE BEHIND BUILDING, ELEV= 385 00 W SETBACKS W BUILDING-30'FROM PUBLIC R/W Z 50'FROM RESIDENTIAL DISTRICTS �J PARKING- 10.FROM PUBLIC R/W - I-L-H fr 20'FROM RESIDENTIAL DISTRICTS UNDISTURBED BUFFER 20'FROM RESIDENTIAL DISTRICTS SITE SPECIFIC NOTES DRAWING INDEX APPROVALS DATE MAXIMUM BUILDING HEIGHT 35' 1 THERE IS A 100YEAR FLOOD PLAIN ON THIS SITE. 1 of 5 COVER SHEET DEPARTMENT OF COMMUNITY DEVELOPMENT 2.THIS SITE IS NOT LOCATED RI A RESERVOIR WATERSHED 2 of 5 PLAT Sc DEMOLITION PLAN PAVING SPECIFICATIONS 3 of 5 SITE PLAN PLANNER/ZONING 8 3.TRASH REMOVAL.EXISTING DUMPSTER AT LOCATION SHOWN ON PLAN THERE WILL NOT BE ANY RECYCLING PAVEMENT 8' - VDOT 21A CONTAINERS 4 of 5 GRADING & UTILITY PLAN ENGINEER A P 2'- SM 95a 5 of 5 LANDSCAPE PLAN & CRITICAL SLOPES INSPECTIONS SIDEWALKS 4 - 3000 PSI CONCRETE 4 EXISTING LANDSCAPING CONSISTS DEODUOUS TREES AND SHRUBS. DUMPSTER PAD 6'- 4000 PSI CONCRETE 55.MANAGEMENT OF STORMWAIER RUN-OF QUALITY WUL BE PROVIDED BY EXISTING FILTERA THAT IS BEING ARB RELCURRENT USE OFFICE 6 TOTAL DISTURBED AREA.2332 50.FT DEPARTMENT ARE RESCUE PROPOSED USE OFFICE ALBEMARLE COUNTY SERVICE AUTHORITY MAXIMUM EMPLOYEES 40 VIRGINIA DEPARTMENT OF TRANSPORTATION °' a PARKING SCHEDULE LEGEND PARKING SPACES ARE SHARED HEALTH DEPARTMENT REQUIRED 1 SPACE PER 200 SF OF NET OFFICE SPACE 0. 13,676 SF OFFICE AREA 4 0 8 = 10,941 SF NET 10,941 SF/200 SF= 55 SPACES IS I' '1 Benchmark 500 Existing Contour or Elevation .- 0 PROVIDED 58 SPACES(INCLUDING 2 HANDICAP SPACES) wen Prop Light Pole Proposed Contour Eevation d 0 ONE LOADING SPACE REQUIRED MH Manhole SS.Ox Proposed of Elevation ra Lti. U ONE LOADING SPACE PROVIDED P Spot BPD Backflow Prevention Device w=4 W IL) MAXIMUM IMPERVIOUS COVER 26,270 SF TER To Be Removed •, - Concrete Sidewolk c�3 U F. LAND USE SCHEDULE F. a7 IS Iron Set Ezistmg Slopes Equal To Or �p PRE-DEV % POST-DEV % A� IF Iron Faund G eater Than 25% BUILDING 4,623 SF 4 4 5,001 SF 4 8 FH Fire Hydrant o Zo PAVED 19,797 SF i 9 21,314 SF 2 OS Limits Of Demolition �^ Z OPEN. 79.112 SF 76.4 77.217 SF 74.6 TOTAL 103,532 SF 100 103,532 SF 100 3•p W O •� <`'kj Q q r"n S/TE � d R '2 'a' o CO a o VICINITY MAP ,_6A Sheet No SCALE 1" = 1000' Slof5 (%/ NNOj J ! m yr,^o Jof m m I..vC Y E . G g -u iO � ab C 11 w o 'z4 . t 1 r / /— J Quin, t'antops Drive KYouth Pantops Olive t SR 1140 �'EAITN JA` 1 1 SR 1140Z 5' Guardrail Easement Vatirable Width R/W DB 3103-376 0 \ 3D' Access TIMOTHY R.HILLER c. Easement 5'x20' Water 3' Sidewalk Easement t` \\ \ plrable Width R/W 11 CERIIFlG E Na t t \ DB-3103 376 if Easement DB 3103-376 705" �� _: _ -� t ■ \ t = -- DB 3103-376 - *�fs Gt� •- - \ = S52'30'00"E NS 316.98' S/ONAL EN o • (3 �. C • • 0 or, 0.I o e o o} 0 0 0 0 o Revisions �'�C / iy/ __ - 010' Parking Setback J I I 1 __ No. oEscRiPrioN oar -tor i—— I SRC Man 11/00/01 1 \(- 0� 0 L _-0 __0 Lo . o .,? oT o r 30- uiTldn Se a- -- --------------- � l l !' NS N52'30'00"W o •0 0 0 o a •a 1 rnM i I _ i _ _ - _ �� o - S3T30'00"W Existing 30' Cross Acce Eas rtt-- -`�°- M y--_1 -- I - I—��,a - ! i o 0 62 82' NS 40 00 t o- i o r7 0 0 1 . 0 0 0 0 0 0 i \\ --o --------__—_- DB 3103-37 _�__ �o ,�N, lo 1 I 0 / •S ! N N JS S52'30'00"E )18.24' NS - -17' 123 5'1 0 �1M I o o mo 1 0 1 1 4 I I --► / . / -\ - 112 39' 10 2' 10 ExistingAcless "o , a I I R �- • - I E N 1 °° - l;�- -:fig -, .- p. 1 1 t - - \ B9ldting DB3103T376 I� 1/ H i H \ Ii . 00I • ', I \ utildtinI W 1 I / s~- 1 1 x` -0 a os __ ►20 _—tom J 1 I oo I y / o 1= 1 * I Tm 78-i5C3 ` �--- 20 Santtar ewer • s' II 1r T 1 'i1��1 '�~ - t`1 �. Barry Tm 78-15C2` �� �� I V _ rry i Easement DB 841_521_J I / zs Tracy Mead Bath/ Investments, LLC —— ^�---- TMP 78�20R I O 111 O 1 089 Acs z TM 78 15C9 � \ y1' °Our �fj1p r DB 1958 068 47,450 SF Area X CNINI Ballif Investments, LLC South P¢ntlops II x 9 \ °per p - DB 1069-488 •a--_ DB 3103-376 A Portwn of DB•310 376 Land Trust 1 y °° •, Ensttng -- Zoned HC t, IS -Zoned HC-__ _ 0 0095Acs S52'30'00"F 56,133 SF DB f 069+499 Q�:. . C-6 to be removed J:J'.—� _ B lGtil d2ng - Use Office 5 85' zoned HC I o / _ u, DB 2913-156 1g Existing PBtemo to be RdaOte• // --_ m Buffer Z HC 1 ' Q 100' Sire¢ a Zoned 1 \� 0� � // IIIIIIIIIII / `I �,-__ Is Use Vacant `\\ yM1RENro er .;,,,,,,-• __ / M Area Summary M ----_- +) € �j0\ cipito `� 0 TM 78-15C2 1 089 Acs cn --A I (-)1,0 a b.Rom' 10N . Plus Areo X.. 0 009 Acs Area Summary _ ` a3 g �� `� ���" °� I - Total 1 098 Acs TM 78-15C9 1 289 Acs I I , s \ \\ \� — _ -�— _ - -J �� TM 7 Area X 0 009 Acs �I\ __ a� 40 =_�°`° - - --- - ®- Approx Limits of Residue' 1 280 Acs N 1 i I NI N = �� �� - -_ - ____ = As Shown 100-Ye¢r Flood Zone ^1 \ \\`=__ -- -_-- -_ co um on Community Panel �.., eta to I i ��\��\ ��_�\� -_------- No 510006 0240E �.�.,�..s I cn __-_ _ _ \ Bement for C�reenway Trail I I w � • Dedicated To PL,bkc.Use M \ 1 E- DB 3103 376 I w \`• Property Line Along / 1 �' Centerline of Rivanna River x !• I 1 g a. U 166 96' ! U co 14334. N46'00'00'yy 152 07' l t." to 1 DEMOLITION PLANri_WNSNSTTn 31903' d o CD 20 0 20 40 40 1 I I Cs.. z S2z .; E_, w O ;71 ; Q 1n q w = CO C 0 PLAT 0 30 60 Sheet No EWS 1, 1 IN SCAlF.1 V 90= 30' S2 of 5 _____;Spotnap Road • — — — T—'- - - - - O °> 1 Exist Sdewdk J `o Exist CC-6 _ _. - - _ -.._ mIlle --- ------ p 0U LL - ------------------------------ SR_1140 -------- — — ----- oel Variable W'dth R/W --► Qom` o,\i= €€�' Exist CC-6 i tot I_ ee.+,• - , Se l EXISTING FH _ — — — 2 g Guard atCR- NLTH 0 0 0 0 a O O O- O O 0 O 0 O 0 o ik.�t kiy - - 10'PaAtng Setback >-.-. > 4, 9-Existing 9-Exlstng x°x 1IYOTHY R.MLIER •_.._ .... _ — fete Soassa — — - — — — — =•aroa — — — — — — — Q7i191G1E N° O O O O -0 �� O O O a ra0 0 O O O p O O '+� wK2 ��� EIOSLParking Ares 10.4..... 3D Building Setback AdjMH-ust top as e'tSTONAL EWG`� �� 30f Cross Access Easement Requred. r • , b` Revisions: — — — 1 Fl I NO. DESCRIPTION DATE 1 SRC -.,� — — — — — — — — — _ — — MOMS 11/0e/be - - _xeling6-Existing• t ..:�z3 x6 Spacas 9'x18'Spaces H7-Existing yg' OH 9'x78'spaces ' lei-E 1 T Existing 3-Story dx I Offtce Building Y _ / ! p Painted io Exist Porch I 2,923 SF/Roar d • aspnat 5, u' - r j-10.2'- 8,769 SF Total T0. Exist 10.2' ^ n •/ /Oils. CG2 HYAC 16' 9 - 14' t m 13 0 En+g 2-St 11 - t z. a; E Existing Dumpster . ---., - /~ 'n m fie�700 mg asei t ,y�`cS \x^\ / Point N oar 3'_ I LL ( \ ' ///� Aspndt - $773 CS£Total gym. -le AC MH-C Z ) G2 Esisting Shed(48 S.F) Existing Deck p 7O ti ..gy,. 90 S F o Is 12 -. fhmark ^ s LOWx'9 Ce•` H D I No Footers within the F-+--1 R Roe Top Curb � ^ Proposed Property Lrne Easement Deck Located Fri Y CG2 'o e8, IVTI off the 3rd Floor m M1 I 11P.4 j Relocated Gdterro woo, 1 75' New Ret Wall IS 0/.01 No r Max Height=7' tOp STREW BUFFER g '' °S WAR-2 Guardrail $ IIAl„11 .:rd Retaining Block fi II Malik o 0 0 AIM �� ''4r - L� o CETK A I•r-a.e'Teet IIIIII Standard Retaining Mill "II ` fL. _a Bbdl,elDedt I� t� t PCrox Limits o 4.P 700 Y ar Flood Zane As ! � � � � ,�, � ° IIY7 �_� sa stoops i o4 gFanet �� �� Mi. 0 III` Foisting Publw Accesss Easement U \ c o o for Creenway Trott F. II 1.12 Acres as 0't�rJDETA`° u DB/P 3103-376 p H �_ Planter BIod1 Setback O Y TZ2tZice iirk,s0 fh �a of wall to top face of wall for a9' o e o retaining wall is 9". The width of the e z A ' line shown on the plans is 9". \ A ere. Redi-Baal International ------ Rivanna River O 0 Block Setback ti • LNINRETA GLML N T S n liii aaaaa�� SCALE., - - 20' S3 of 5 it 411ti 41) 40 , _ titt,:.;, d v . a....-,.,..- 3 2 R a C g i 3 y s c/k m i Oi i Ta e g --. 1 s 33g 3 a s 9- 1- a $ $ R xi "� L ., ell ' rr o v !T$� -"� q ¢ 3 I - B I� N$n s •� .1._ o' I-1 el gsga��GT62 'odd a _ '4 5 3 e El \ ! p hI "i' P g 3 3- a 3P, - ',8. `i' 3 i \ • 2 11111 a, H :!1 FR ILJjI q�. ' n :. E 'ate •I�i .41 Y 04 ItliF. ° a - 1111 ' !1 !It F' an�� $ 3a a; aa' A i i C ? w C s o c-5 - � �J�) R• H's r 7 i., Ja l . G c T.'A c_J g n s Q Sra i i I i IIII1i � ; j ; ; I ; � i ; lliiil � ll � ' I � r �oe�" 1 ! ' NI 1 / ; I , 1 I ; 1 1 1111II ! 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I Project Title: Drawing Title: -o ya C O, �,• �• LP o m i n i o n CD MAJOR AMENDMENT TO FINAL SITE DEVELOPMENT PLAN m +° _ °N Development -�Cr) e- GRADING & UTILITY PLAN ,, =y� < °'/�I • Relopmen LLC O z DOMINION OFFICE PARK g A N > v 1 �0 O r ' o ^q _.'�::iiC 172 South Pantope Drive 1+ '1p P- '' i '•yip Chalottesclle,VA 2291 I U Rivanna District, Albemarle County, Virginia Drawing Scale.As Shown Drawn By I10 File Name 78-15C2-MAdwg ar N2 4j04•` 434979.0121(p) Date: 10.09.06 Checked By TBY Project No. 303E Pq yIN�� t•ote 434 979 RVA.IGO' (e, �} ODRVA.com i - \ , 1l `\ \ 1Y • 1 1` .. _ _ -1--_. ----- - •1 .Refer to De,oll I/S4 •-E en s.6 ;? �- 1 r4,v,`.�� III. r : - - `1� y/ r y1A� - i` 1 - Lr >�a a. ,`). �� / ��, '• -- - -- -- --- '_` O,r ,t Y .S> , - ,.i�.f�- -.- 1 . j-'' �,- ^s'^'rt-t -� J �mm T 1'l 9 47 9 O LS .� O." O 0 ,s oi.'y'9.....Q_---9 o -9 o o_. n - 1 _ �a a. _ - • - C d m 1, ^ f1 l ,..2., • .sy� ,�� _ - I 0 r - �- �.Y '',..I''''' .. 10'P4kog - `=__ m m �n v 1 a v , a a /a o O T O a �a O O O an- k 7 /.,. ' I I ! 1 „a V,• 1.A4, // 1 � C O O 7 I , . I 1 II ....0 n - / _ - . ' i I� i I .E-t 0 - 0 \ I _y // �. tYa�7 Wow. '' 7---- � �� �rj>O O O 0 i '� �� 0 O O J1 O A O O O Ol Ql•�i I.I 1 U -mom c m In-----") _ t/ !� I �'_ / �•-- 30 Balding aoacM o > �// f $e -I- CI 1111111 1 II~ H 1�f _ 1... i _�� •-.� O J O VII f3o•an:.gcEess Easement I H 1 �!► II y - 1 --- _ `.� l • 7 Eats ling — / // ��. �"�'' :.!j, • • I/ I \ g r nl E3....,. .=, I • (�\ ✓tr i,>a e t\`;. �— _ ---- Ma Building -; r////.1/J/i/// -- \ ;I l', I I/ H \ f BPD f r "� `°tees P1+r /% ; + /�- ��� Extsltng � I/f///°� t/// / 1 ) L• 4 O \ 1 �_ ( �� n 4a we r �� \ $utldtng J 9 ��/J //i i '7 !, 1 y p r a - - - . °� ELT H 1( XI-l-- -t_- ,j '//: /i/ , • I --a E .iB`'e „� s;+ -`a�;v= - r -.:t _ -'3 /. r�JJ��' �,�7 " °r` I �- � � /�:4./////� / /�/� le.♦1R+41� iTl - ? —_J--L �'"` i i i/i �%J/ ,7/:/7 4 \ - '.� --—- / CERIFICAlE„74„ I /,, ",,, , ,, - �- - %�'%i///� �/j/ .'` •lip R �3 y-- - '- '�- '�~ ' / // 0.� 1 w,...- ..�'i. _� 6• M_ - _ / Exist. PP `(f40ry 'R a7 R. / I �.� • /. / / / Revisions. • `` _ -I`. � �` _ __ --' � /7 �\1 �� e�'� �// t .- - - - -� i' IV" � ///�/ // �/ // N0. DESCRIPTION GATE v �\` �_ - - ._ - r-..- -/ -. ZD'$onitarY EO M-1R�l of,- in // / / 1 9K:MOMS NMI" -ram - ---- -- ... /fr / 96 - "'i �lr 3+0= _ --------' - - ----- -- --------- \ _ _- .roitit�e iP' ( - s•ue. __— _-_ _ - /�/// / / // / / ///,T f/3 .i-1 _ _ _--_— If�Ii1� LS_— — --_- -- ---_ � - x �_ tea. — _ _ - - - -- - -- ---------_ o oi _ _ - "- -- __ - CONSERVATION PLAN CHECKLIST o fi 1 Critical Slopes _____--___ _ _= ____ _--- - ,Aa.be,haw.aahe plus Trees to he say.ed S 5 30 D 30 80 90 .q - - ---- —-_ - ' LtrtuLs of ckanng(outsnde drip line of vacs to he saaed): e/ - _ __ ::_____________Ti____ _ -- - Location and tape of protective fencing, �+ _ _ _ __ _ Grade chin [ Its or malls SCALE 1 ' = 30. , -_- - __ - ----- -- --- Proposed trenching or tunneling beyond the limns of ulemng. 'fry -- _ Main: �� -6 LANDSCAPE REQUIREMENTS All o be saved shall be marked with print or ribbon at a height dent a noble in equipment operators r 4. STREET TREES. No grading shall begin until the tree martang has heal inspected and approved b,a County Inspector - - REQUIRED/ 319 LF/40 LF=8.0 TREES }I i r -co.tnrction Conference: 0 0 0 PROVIDED. (8)T-2 TREES Tree preservation and protection measures shall be reviewed with the wn0ad„r on me. )1 4 Equipment Operation&Storage -Q3 INTERIOR LANDSCAPING. Flays equipmentvehicular traffic end storage of ofconstructionmaterials including soil shall1 F.r"not he try ' QUANTITY REQUIRED' 1 TREE PER 10 PARKNG SPACES Pemmtrd within the dnphnes of trees m he s.aed. Fy„ •a _.(` -�, 17/10:1 7 TREES < Soo Erosion&Sin not,d,c r Detention ono to h: E-' R' QUANTITY FRONDED.14 TREES Such deat«s shall adversely affect trees to be mail. W 9 �y ~ AREA REQUIRED 0.05•21,314 SF=1,065.7 SF X o Firm a„ AREA PROVIDED.1,190 SF Fire..are permitted ped within too fen of the anp on nne of o to be sawed p x r..f v rrlalr ••� 0 '�'�-�•�� f TOTAL CANOPY A Toxic M,t / Tome Maiaials shell rot be vorcd within 100 feet of the dnpNne of trees to he saved. O DRIP LINE flame REQUIRED 0.10'96,460 SF :9,318 SF v A P. T...3 I a _ S Proteclhr Foxier: II� FRONDED: E70STING CANOPY =61,070 SF 1r.,n,he retained x,thm 40 feel of proposed building or grading aclolb shall he protected M fencing. W 4a 11I f NEW CANOPY 11,920 SF Fong shall be In place and shall be nnap wed and appmaed hs a County Inspector poor n grding or r ,'-'„•t L TOTAL -72,990 SF n"" F,. SNOW FENCE V4 `, O 9 Tree Walla: 00 Q I 1 LANDSCAPE SCHEDULE When me ground lead roes x rinsed within,ne dnpinm nr.ore m x saved•tree wall shall he provided 4 ii. ' HEIGHT and a construction detail submitted for approy ai. Fs. !�II t I P't 1'�I�II till Ill I�IIII1I III II I I NOTES TREE BOTANICAL• YMM1111 I 0 QUAHBTY CANOPY j 2 f z dr ICI p.ld KEY COAMON NAPE CAl1PER10 YEARS 0 In Tree WWI.: O 11 Controctor to Install plastic Penang with wooden posts PLAIITINCworn me gmm,d lead ma br Inwam wmmn Inc,hphrne nf,va>;to nr w ti,a ny<weu d,.n na proaded E-aII II set three(3)feet on tenter Fencing shall be placed as . LIQUIDAYBAR STYRACIFLUA r and a umsuucbon detail pro.ndod r••1 I I I close to drp line os possible • T 1 SMFETCUM TREE 1 I/2' 12' 0 2 sf 4, s " •� 'IIIIII I IIIIII __.._ _ 0 II Trepc6m 4 g.nrogr• 0 \III _ .. II V'jl When trenching tied,,,then the limns of •"+ Q '1 CORNUS FLORIDA g re9 g,n shill he done as far aw av from dtc trunks of ,� \ +: ::•}:;: :::}}::}:•}}:}I II I T 2 - 1. 7' ----8-_....155 sf 1.2400 of t a bl T hn tinder a large ens dun he considered a,an altanatne uben n is antiupatud ••• I DOGWOOD that n. n trenching will destroy few roots 2 A .:::.::.::.:::::::::.::.: .::.. :..: ....... BOARD FENCE : t:i:; :;:;;.:•::•::; CERGS CANADENSI$ 12 ""'' II CORD FENCE T-3 1 r 7 396 sf 2.772 sf =u oz III •. EASTERN REDBUD I prolM a fencing shall be the last items removed during final clamp COI �+ ... VIBURNUM RHYTIDOPHYIIUY 1 .______. 0 I l rased Times: . O 0 •• PIAZIlC FENCE S-1 - 2' 54 78 of I7.510 alr= '--s .i LEATMERLEAF VIBURNUM I Ihmaged Vms shall he treated tmmahatch b1 pruning.fosnlnnlnon or other methods recommended by •, Tots Canopy 12,776 s1 tree spatdiu. g Q+" NOTE:IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE u '�j CONSERVATION REQUIREMENTS Sheet No: TREE PROTECTION FENCING DETAIL 2 Landscape___ Plan _ OWNER SIGNATURE (DATE) (SDNOT TO SCALE S5 zo o 20 40 so S5 of 5 wwiwi SCALE.1 20' CONTRACT PURCHASER SIGNATURE (DATE) ee(g D ( f 172 South Pantops Drive ,egoDominion Charlottesville, VA 22911 c Development 434.979.8121 (p) Resources, LLC 434.979.1681 (f) DDRVA.com er I s p October 9, 2006 Community Development Department Division of Zoning and Current Development County of Albemarle 401 McIntire Road Charlottesville, VA 22902 RE: Dominion Office Park, Phase 1, Major Site Plan Amendment Request for Critical Slopes Waiver To whom it may concern: This letter is to request a waiver from the requirements of Section 4.2 of the Zoning Ordinance. The attached site plan shows that there are areas with 25% or greater slopes that will have to be disturbed as part of this road project. The total area of existing critical slopes on TMP 78-15C2 is 18,252 SF. The total area of critical slopes that will be disturbed for the parking lot expansion and associated stormwater management facilities is 1,624 (9 percent). Description of Parcel Area Total Critical Total Critical % of Critical Areas slopes on slopes slopes site disturbed disturbed TMP 78-15C2 47,436.84 SF 18,252 SF 1,624 SF 9% (1.089 acres) (0.42 acres) (0.03728acres) Below, each of the concerns of Zoning Ordinance section 18-4.2 is addressed: 1. "movement of soil and rock" We will provide an erosion and sediment control plan for controlling the movement of soil and rock involved with the construction proposed in the critical slopes. Page 1 of 2 Attachment C 2. "excessive stormwater run-off'. We will provided information concerning how the stormwater runoff will be controlled by the drainage and stormwater management plan proposed for this project. 3. "siltation of natural and man-made bodies of water": Inspection and bonding by the County will ensure siltation control during construction Proper stabilization and maintenance will ensure long term stability. 4. "loss of aesthetic resource": The existing critical slopes proposed for disturbance are delineated on the Open Space Plan Composite Map for Neighborhood 3 and are located within a Major or Locally Important Stream Valley — the Rivanna River River and stream valleys are designated as important resources that are often associated with critical slopes. Although disturbance of these slopes is minimal it will be further mitigated by erosion control measures minimizing the chance of erosion on the downhill slopes approaching the flood plain and river. Also, a tree conservation measures and the applicant's contribution to The Greenway by means of a dedicated easement further protect this important aesthetic resource. 5. "septic effluent": No septic systems or drainfields are proposed in this project. This project will be served by the public sanitary sewer system. This site does not drain into a waterway that is a public drinking water supply for Albemarle County. The most southern portion of TMP 78-15C2 is shown within the 100- year flood plain area according to FEMA Map 51003CO287D, dated 04 February 2005. The reasons given above demonstrate that the grading of critical slopes on this project will not be detrimental to the health, safety, and/or welfare of the public. Please call me if you have any questions or concerns. Sincerely, Timothy Miller, P.E., P.L.S Vice President Page 2 of 2 Attachment C Page 5 of 7 Figure 4: Proposed and Existing Overlay , I / ,..', , HH . , \ , ‘ , . \.: . 1 , 4; . ''''\\\‘'.. ''''44., s,•*. 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AO , _---- ...aPe.4 i 1 ' As *is••:, •',. • • - - - _ . ----- ___ ;• .-b %,,,,r,o, . . i,% '-3.. - ,.• ,-'O. xct' - --.- Al, I - - - - -4"; e<4' •, -.. ,,olit mi , , , , ,• .. .„. ,, .... - -._:::---,,----- ,4 , -,, ,E... r •• - , .,,,,, , „or ,i A e.. A.,t^ •a 4141114 -...ggf,, - '' -- ^ ,.. CO'' , ..,,k . r 00 ..., .• A .40,-- —--- --vii- 4,00.--......1.,... . • ' ',.. ....t, ....... ..., ,- . '- , 4, ......, ' -4fr, .--,4 • ..d.",;,, „ - ' „,,' , . / . * ,;,74:6,, 4. ,. '-` r , , , 1 11, fir ..1e;44 .•041111110 .., ...i. , . A" ' A c'' 5 .' Attachment 1) Page 6 of 7 Picture 2: Facin • Existin' Filterra and Dumpster a§y'nd , '.` , �� ..q. V G . - .,.J_` x•. 3't�‘l�ii ar SRC { r evi. _.. '� - 1 i.�/ � C� 1+k`� f 6 T. . r t l,Yi y ,s ,f } 1 • A '" L p y•_/s A .`mot\ -`! . c _ ',....II) r r it 'i ''''' '''''4 * • l .M v4 e y - -. r i x k A ,eC • .'#�n.,�'•1" '~+w�,-, . Picture 3: Facin ' Filterra from behind Dum s ster y` . �$f.a +r. '' r r t� FEZ+ fw. r :" , + '+•* YM ;+1 'r , v t [d a '+� ",?ri Y•� 4►-jet <` iii5*- le , . -3- l'' ' '�� �, }fir c". i �I• . �F R y Y ,, 4t.... . 1 1i. t`T'},y �,u ' 44,./ D :;st e'� t moo b�,•�FY.� ..A r r •.Z' 'e 4 44 t. a w . `'tC ma`s" •._ I , ' t y, ,' . t b '� 4i '. . 4 .5-- ,c,' W Attachment D 1 7 Page 7 of 7 Pictures 4&5: Trees to be removed denoted x's ' k :- ' ,; .,� :•' r /,.rt �4,.s�� �, ;- R,:` � 4, '4 Y W t sy a g v� { • h L t q! 4 k, , � {{ } �b ► '`:fi c i4 t t 401111114 '„s _ is l' • ,. ? + L. yt rb x 'Erb • y:.. `-j�•,..-.-� ��y ,',,,A s. a�'.: . wv' - { `•,, 9 s',i is --, �• .f. . `s CIr y _-t. , f. $1 x . �a y, . ltii J ,. f /. , r N ✓ e ` ,.. / 4 ~ t f'. '.',?.'...4;'......,.,.,..:.„-;`.-i,..,..:„,.:..,,„,',,.,1.,,. .-i„ - ,`1,:'.,t' :'.1),,.4,,-.I'L..L,,,.. -__2..•. Y }! ity T ''SS 'r 1rM �L,.t. 1Sy- I4, 'Pry/Zip•c 4-...4.•,.%1,.7 , C {r/ •7 „ sal,'!.. �, ..,\ ,,,. 4 Ft i,a- ,•- •..' r ,, h # -Ik.. !ri °* •• t;'1'.. ' ' ,‘ ,.k.,-7'.i -7.if,'.:''''', :::t."';•:..,., •; „::1,, •,,-,;„ -_ _ y,e,,. .� g W. dye a : ''' is- ,is;:i*S+i + .. 4 Attachment I) I 0 VIAL S DEIT. 41.0PM]N _ - �ANS _ off, �, �f }� T� PARK�T 1I WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE rOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE 11 C_) 0 i ®�\\/Il y \Y1 ®� ®i i ICE IIdAIf Q If'� 2 THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS ABS WHERE SHOWN.ARE ONLY APPROXIMATE THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY Z_ 0.' R 111111LLL VVVVVV Lill VVV 11 h� 11 �1�f1�r111\ I 3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY MTH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15 1998 z z :.-4 4 DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY w > d 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING*MISS UTILITY(1-800-552-7001) Z g • 'M '8 PARCEL ¶5C2 6 ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF THE PIPE THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES ZQ„ , g 1111 ETC >. Cl) RIVANNA A� T� /�1 T T �y �T /�1 �T 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES a' DS'R Cr,9 {�\LBIE�ARLIhi 1' ®I '`'\Y \V `3.GI�\V J A &AN RPI TYPE BACKFLOW PREVENTER DEVICE(BPD)SHALL BE INSTALLED ON EACH WATER SERVICE JUST INSIDE THE BUILDING BEING SERVICED ei �L✓ TILL LOLL L 1\ LL��JJjlll��� �VV711 11 l4 J� O/ �/ f1 y �,/.J V ,ElLTH OF, ___ - o TIMOTHY R MILLER t CERTIFICATE No SIT.1 DATA GENERAL NOTES i, i .11)7_,MARLE COJN71( 7_,NGINE ERING GENERAL CONSTRUCTION NOTES pafSS,o0542Al.Eaa��,A LEGAL REFERENCE TM 78 PARCEL 15C2 I DO NOT SCALE THESE DRAWINGS USE DIMENSIONS SHOWN ONLY BRING ANY DISCREPANCIES TO THE 1 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAD,INCLUDING CONNECTION TO ANY EXISTING ROAD,A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION ATTENTION OF THE ENGINEER IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSION: I (ROOT) THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN Revtslona._ SOURCE OF TITLE DB 2673-672 NO. DESCRIPTION DATE 2 THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE IT IS THE CONTRACTORS 2 ALL PAWNG DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VD O T UNLESS OTHERWISE NOTED I C -L 121 OWNER/DEVELOPER RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF SOUTHERN PROPERTY, LLC NEW UTILITIES 3 ROSIER ABS SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,GRADING OR OTHER CONSTRUCTION lfdcns Clr7yFPCIIF1<sb T/A SOUTHERN DEVELOPMENT 3 THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED THE MAXIMUM ALLOWABLE SLOPE IS 21(HORIZONTAL VERTICAL) "WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 41 OR BETTER ARE TO BE wmwwwwwwm.ww 170 SOUTH PANTOPS DRIVE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF(1/2)FOOT CANDLE ACHIEVED CHARLOTTESVILLE, VA 22911 4 EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE INITIAL LUMENS SHALL BE 5 PAVED,RIP-RAP OR STABILIZATION MAT UNED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING,OR THE DIRECTOR'S DESIGNEE,IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS A DRNNAO=CHANNEL ZONING HC- HIGHWAY COMMERCIAL 5 NEW SLOPES WILL NOT EXCEED 21 6 ALL TRAFFIC CONTROL SONS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES MAGISTERIAL DISTRICT RIVANNA 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS III A SOURCE OF BOUNDARY SURVEY FIELD SURVEY BY RIVANNA ENGINEERING AND SURVEYING, 8. ALL EICAYATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY(29 CFR PAR'1926) PLC LL A E---, SOURCE OF TOPOGRAPHY ALBEMARLE COUNTY SERVICE AUTHORITY USGS DATUM BENCHMARK TOP OF MANHOLE BEHIND BUILDING, ELEV= 384 20 41 SETBACKS CID x BUILDING - 30' FROM PUBLIC R/W - I:4 50'FROM RESIDENTIAL DISTRICTS w m 8 100' FROM RIVANNA RIVER (y�^t p�`1 }��\�� DRAWING INDEX 1IyTr Iy�rr ,TUT gip\ spy o z PARKING 120'FROM RESIDENTIAL DISTRICTS ��� d 'y���i °� `®��� VV ll1V>,/J �1V1Sd/dill All 1 RO V ALS O . a 1 THERE IS A 100 YEAR FLOOD PLAIN ON THIS SITE UNDISTURBED BUFFER 20'FROM RESIDENTIAL DISTRICTS 1 of 7 COVER SHEET at THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED 2 of 7 PLAT & DEMOLITION PLAN rR MAXIMUM BUILDING HEIGHT 30' 3 TRASH REMOVAL ONE DUMPSTER WILE BE PROVIDED AT LOCATION g R SHOWN ON PLAN THERE WILL NOT BE 3 of 7 SITE PLAN ����� _ Pintos" ANY RECYCLING CONTAINERS 4 of 7 GRADING & U11LITY PLAN PAVING SPECIFICATIONS "LANNIN DI-PARTMENT _ s PAVEMENT 8" - VDOT 21A 4 EXISTING LANDSCAPING CONSISTS DECIDUOUS'REES AND SHRUBS. 5 of 7 LANDSCAPE PLAN 2" SM 9 5A 6 of 7 LIGHTING PLAN ..`` SIDEWALKS 4" - 3000 PSI CONCRETE 5.MANAGEMENT OF STORMWAIER RUN-OFF WALTY WILL BE PROVIDED BY TX(2)FILTERAS ] of 7 PROFILE & DETAILS N 0 0 DUMPSTER PAD 6"- 4000 PSI CONCRETE 6 NEW BUILDING SHALL HAVE TYPE 58 CONSTRUCTION BUILDING CONSTRUCTION SHALL BE 2 STORIES ABOVE I ZONING DEPAR MEN GROUND WITH WOOD FRAME CONSTRUCTION PLUS 1 BASEMENT STORY BELOW GROUND ONLY THE SOUTHWEST CURRENT USE OFFICE BASEMENT WALL.SHALL BE WOOD FRAME CONSTRUCTION ALL OTHER WALLS IN BASEMENT SHALL BE POURED CONCRETE CES a'' PROPOSED USE OFFICE J-Q �'�`"•• (o n(o'5 7 THE WATER METER SHALL BE SIZED BY THE ACSA T� TTTF����y _11� ICI IONS DEPAR MENT/FIR�re 4 MAXIMUM EMPLOYEES 40 FIREFLOW DATA LE i II )1 Pressure Hydrant #10782 LU/ ` / n T PARKING SCHEDULE Static Pressure 95 psi G ii lb!8 IO'1 p•, REQUIRED 1 SPACE PER 200 SF OF NET OFFICE SPACE Reedual Pressure 85 psi Flow Hydrant I F0781 S Benchmark 500 Existing Contour or Elevation SERVICE AU HORI TY H d 0 11,499 SF OFFICE AREA"0 8= 9,200 SF NET Flow 920 gpm 9,200 SF/200 SF = 46 SPACES Pilot Pressure 30 pm .•. Prop Light Pole ® Proposed Contour Elevation ,_,,..1- )D. U Flow Hydrant 2 r07e3 MH Manhole �� w PROVIDED 46 SPACES(INCLUDES 2 HANDICAP SPACES) Floc 840 gpm 46Da Proposed Spot Elevation dlN CL. Pilot Pressure 25 psi BPD BOckflGW Prevention Device MAXIMUM IMPERVIOUS COVER 24,497 SF Summory 5,224 gpm O 20 pe residual Concrete Sidewalk ENGINEERING DEPARTMENT oa w Rs TBR To Be Removed w CL LAND USE SCHEDULE IS Iron Set - Existing Slopes Egual To Or W rD ,QUO PRE-DEV POST-DEV % oc_P IF Iron Found Greater Thon 25% r=1 d BUILDING 1,700 SF 19 4,623 SF 51 A FH Fire Hydront VIRGINIA DEPARTMENT OF TRANSPORTATION w PAVED 11,208 SF 12 2 19,797 SF 21 6 E Z OPEN. 78.916 SF 85.9 67,404 SF 73 3 Limits Of Demolition Cl) v TOTAL 91,824 SF 100 91,824 SF 100 O .� s Nk ._a = En ) VIRGINIA HEALTH DEPARTMENT z_ Q I SITE �� � w co co S;tP�� P, �_'u a OS 2� I�V{!`� Will I� - >. FI OFFICIAL 04` i fx V_CI\FY MA? I,6A Sheet No. SCALE 1" = 1000' -_- Sl of 7 _ Attachment E I di _ , 415 - -- --- - - -- _ - - ---- 415 _ - - - - i - -- L - -- . i -- Z 1 F r' 410 U 410 - - _ - -- t-- - -- W a _ _ - — { - -- - --- 405 'Z_ 405 - - -_- - _ - - rJ' U' �— - =_I - - _. T._ - _ -� W -_— - - Wa • --_ - -- I .- ��. dtAOE '� _-_ J _ -- 395 Z 9 ri1111111111111r, — ___ -_ _ _ ____ - 390 _.. '- -_- __ - - sawn.rr..n..a_ _ _ _' __ - __ '� - '_ -_ __-. -yam ' .. 4- �e- — • - -3'MIN - • 385 - _ � _ - _ • — - � ____.,_ 380 - r ' _ _ - - __ •9•L --t NLTH pA -� 21 ' __- __ -.-_ -_. -____ _375 o i TIMOTHY R MU ER t 375 ___ -.. _-_r - - "" _. ._.__ -__- - -- -- ,��� r -- ---370 CERTISCATE No. 370-�� - _..:, -. �r- ..-- _'4 - o ..aR -.- .._._ y2 ,ve _ - - -. -� --__- _ - 4 ?� --_ n --__ -_ 1-�- __-_ - + •_ 365 fSS/0 L ENG 365_-_- " - r --; NA 360 <u_� ' ��' ~_-_— - .V, _.._ 360 N0. DESCRIPTION Revisions.DATE ---- 27r--i- _ I cp W_ _ 12.15.04 3 - - — - __- _ _ - _ $ D _� 355 2 Loamy Bu mdi a is 5.2305 355- a - - '-- - - -_._l.- _ - - 5 GRADING EASMNT,5 23 05 �_.�.� .--. - - _ - �. .- -- 6, Conslructio iw. 605 =s -- __ -' '- - -._._.}_.._-_--.__.._-- __. -_ -. ..__.. --_ .._. .___ _.__ .._.....350 350 _ - - __ - -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 fe R W 1 E-' W ® SANITARY LINE • • HORZ SCALE 1"=30' x VERT SCALE 1"=10' W m $ s 5 • 410 _ -- - _• ___ -_.- -_-. __- - - _•_ __- _ - -_ 410 CD 405 _ _ - -- __- -_-_--_ -_ - _ _ - -- _;�-405 a 6 - -----. — _..-. _- -- __- - o _.___...-- D22ER:::EIIWIETLSts90t---.-.._-`_ y o - - r- r— r -'`F- t --r 400 °' � 395--._ __i -- 1 1 I L 1 1 a I I 4 I I I - .._ -- -'---- A o o -t- -- ".f•�____. .'_'-t---I_-'t--•-.4.---t_--_'t---t--t-t--1-'- ---._.-G-- ! --- ._.__-- r' 39 . -_ ._ .._ ......_ 0 r t r TES. - -- ---_ ca - -. - - - ca 3e5 NORetmmnq using materials 3&5-- ------ ----- --_ - - ---- -- '--- - ---'--- ---- -.._ _ --- ._._ _ —. -' ---- constructed t - - - - _Olen r -_ -__ -_ _- -- manufactured by REDI-ROCK i:_� tao -- - - -. - -- - - A�iAt: i i• 380 - -- - -._ _ -_-...--- _ _.._ --_-_ -___-- . ._-- -- ------380 INERNATIONAL, LLC, or approved .•• •• •••, 0+00 0+50 1+00 _ 1+50 ••IN • , 'Z ' .iN •••'••• zequal •Nr ••.�••.2 The retainingwalls shown ���� ••• ����••• N• ••• y 1••V.•NO•N••••r a ..• •••u•••.•.• herein ore for informational •••••••��••••••• a � RETAINING WALL 'A' �••••••�••••••• fil purposes only Retaining walls NNN.n•N•N4 Z d o ••N•H N•••N shall be designed by manufacturer ������"�����. p" SCALE 1"=10' (Horz & Vert) ••'•••faef. W prior to installation I •N••••••••i Q. W a) - PLAN O N VIEW U s• A a . Kd G.T. w W O P 410 - 410 - I _ ' Q Z d I .. 51_rE.rc FLn 5nE0 GRn4G .__.__ _ _ - _ ---....._-__._- - ____,390 E -- ! ^- i Maintain constant demotion SECTION A-A U .... _ . UPr'En f1Mznfi>�u_--._- -_ _.. top of rm _-_ �l _..._ _ .. .... ..___ 385 '— -_ ''- -- *di-- Io STI G a r'�-> —7 EX _- --- • - !j : d05Iiii{iifiosed 395-----�- --I-.4- .. .._...._._395 - I- -1 - 1 4 I I _ e� - or •FILTER CLOTH--.1 Pie , -.---_-___-_--,___ - ._-__ _,_ _,_ -. _- --375 KEY IN 6 -9',RECOMMENDED FOR ENURE 375- 390_.-_ __ __-....__.._ ___ ._ ...__. .._.___.-390 = I --t - PERIMETER FILTER CLOTH g co --. 370 -- ----- -'--. --' _.-- NOTES.--- - - -- - --'_ LC'__ nNI_ ORADC __ __ 1 APRON LINING MAY BE RIPRAP GROUTED RIPRAP - _ _: - _ _- _ ___ _-_ GOON BASKET OR CONCRETE. e a. ___._ 365 2 d= _ _.___.- - _ = 365 380 0+00 0+50 Sheet No. 0+00 0+50 RETAINING WALL 'C' 0 ENERGY DISSIPATING OUTLET PROTECTION 25 ��' �a ® RETAINING WALL 'B' e NOT TO SCALE s7 ®H 7 SCALE 1"=10' (Horz & Vert) SCALE 1"=10' (Harz & Vert) Attachment E 1 I '' I PARKING I a Tm 78-15C7 I Tm 78-15C6 c. ____I ,---- 199 Spotnap Land Trust Piedmont Psych'tatrtc Prop, Inc z I DB 1169-637 DB 1691-739 w l r" j , Zoned. HC Zoned HC I' , w ti, i �a ,``\\ _- -- __- - ` /^ r Use Offtice Use Office _- -- - - _ ________.__________ Area Y ›" ` -"" South Pantops Drive Area Y and Area Z are hereby Portion of z c ' .fr - ------ - 1 r SR 114Q Area Z ded coted to public use. Parcel ¢ a Vairable Width R W A Portion of 0 004 Acres cfa o -0. Parcel 15C2 a -- --- 0 026 Acres Exist Curb - -- "--tat Guardra7 ; _-____-_.-_- (T6R) East Curb _ P ion 16R is. J 000 I 000000 ��`\ iJ O I_ `- -- t e' T - -1 - �4 `. / r- J — 10' Parkin%Setback - -- - - I 1- ri r� .i. ,,,„e o 0 0 0 0 0 0 0 0 0 0 o ro o T MOTIiY R MILLER„� 'I!J __ — �, L — V CERTIOCATE No YII' __ _ _ __�L __U---�_ While Pines _ _ i o o ,6 o a o a o o o-(�� o- - - - • - - -- -- - f- - I A 305e2 :e yrAtt. �-`�— a 6 O a o -o o 0 o o ! o A, i ,'� / East Asphalt 30' wldmg Setback 1 r i� , ( ) �s'om,�faw,n New 30' Cross ( FSSIONAI Ego /. I -.-- I _ Access Easement r I I ' 1 i --` Exac case t- - � )- -- - - - -- - - �— - ! I Revisions. i / White Pine rr Walk( ) 9erch Tm 78-15C2 i I 1 NO. DESCRIPTION DATE -�--1-1_ ,/ Exist.Gavel • t17r �j�J � _- ( Southern Property LLC AREA SUMMARY i z a mgy Comments 's?i�os • / DnveWay( ) \\ Trees I I "' I f - NTRe Pines w East DB 976-690 �A 1 I I 5. GRADING askiNT ao'5 u PARCEL 15C2 2 010 Ac / /'E ast Dumpster L- Retaining Wall DB 1069-499 6 Construction Tw 9r.os Pius Area X 0 393 Aa/ Pod(TBR) w - I I ( (TeR) . DB 2118-386 I I I I^ \ M�- lit Il �� \_ DB 2106-208 Less Aia Z 0 026 AC .,� y I ' \ O O vs Exist Retaining Wall DB 2673-672 Total 2 377 AC �'4 °' - 1£ l�-of� �a 5C3� Zoned HCEii o a rF East Walk(TBR) Use Office - -- - - J 1 I 1 �- L.�.ITrees '„ -1 ,,,la East Gorden /, 'racy \\ `\ �JY ———— — F. 4p o O�j ?--� 5( eR'�1/ \ -L. (1eR) _ti7/ �. <c rY d"3 CLS `A\ J OV V V "—t 068 O _ __ __ --f QIY VQQ¢ 1 ^ m\ __� xrst Pond 488 — _— —— I ¢_M V at 1 F+-iI -- --- 100' Stream Buff - -- _ _ MN><>- I I1 -� er O x qC —_ —— _ cr)co d Appros Lzmats o I = f f00-Year Flood Zone r m a> ° Q �,e As Shown on Cornmunat 1- -'CC 1 / I z ��"'�"� �.jo 5/0oo6 02408 P¢nel r ..,,��_ 1 di New Acces —_- it Ts 6 - s Easement - ` Trawl hereby dedze¢ted for Creenw¢y u a public use �i I4r, 1 ,3 8 a 8 E"?.i'I.ksa 1 w�I . E-co•-- TO �aperty Line Along a,CI'l o�1 . Centerltine of Rzv¢nn¢ Riveral N 1 1 I I p- x a E-+ - z a w w w w o C] O ' z CID U CD F-. a -00 w z es. w re �+/ ©' # CO y yes- oz DEMOL¶�j 9� (� ¶ ¶ }�j PLAN �4 ¶7I j��\Jj (p�\ �j�Tj /A�I¶I�') _TI \� //�\ Sheet No, FIO Il LA 30 0 30 60 90 30UNDAT 11 ADJUS-Male\? ?T A" IS 30 0 30 60 90 LL///VVV^# �(�d,,,fff���vQggq ■i�■i�i--- —.. .e •S� SCALE 1 = 30 (��� ®g SCALE 1 " = 30' 1 • Attachment E ®\ � --- — I § \QAI Spotnap Road \‘\ � �/ \ \ $�� _ -- +®— . =_ _ Z$'.,b — —_ — Exist Sidewalk r<." �, m-�.-o-m.� ,gym- '-' Exist CC-6 ~ rS - zaa *~ 1k N South Pans Drive ...1'y�w z z c5 — SR 1140 — - 225'to Spotnap Road Variable Width R/W —► _ _ _ z ' 750'Sight Detente 700'Sight Distance 156 st+t -- - - _--_ - 40 ,0` - - Z t g 9 9 Exist Edge of P - C, ai pa d firs --- Hew yr "` ' 4 Exist -6 _ ___ --- New - �+' • din /® • NewS adewgik ' _.. .. • •NEWY 9DEWA[K r �Q /�QQ�.it� ���id�G/ J CR-9 End Section '3 New Gusrdr°H „ixr EXISTING FH �e _ _ ,0 b rise ! cR-z �F AITN OP ^',A ,1 ®a Jd, i 1 -7 + • -0 Ref Wall B p`T eCyrg"y �+� , + C h I I CC-, 1 Parkin Setback �1 i 1 i g 1 1 CG_2 ReL Moll A r C9) z r ?,.; < I - ' 9 SPACES 0 9'X 16_ ` '-12 - - NH_� TIMOTHY R MILLER 16 SPACES 0 10 %16' .j (� ttk - - ' 1 pP - - - Ad}st tap As C577 - - 305a2 Q r CERTIFICATE No. O — O O O ��0 -0 O O O (� O bowed O —O �� po 4 »,r ♦� - ♦� N Building Setback 2,0'- 6'SSIO AL C''' +a7m": `I P - - 7E, - - - ����111000 Goss Ac Easement 4x 27 Romp< ExroLParkmg Area �� w a droll CG-2 Revision. n.! --B' g hx . - �JP - ,;�? N0. DESCRIPTION DATE - - �' - y T - ° - 5$UEWALK• I- _ _ - W! 1 Coanty Comment- 12,15.04 • s "• 6 SPACES 10 %16 _I 1 2 conRev Buad'na 5.23.05, .. ^j 13 SP/CES°9'X 1 t •s "i �. GRADING EASMh T ,73 OS .{FJJJ ^' 59' -FEE=393.56. Construction w 9.162 li 24 Op2 MH-E Lb: New 2-Story 0• .--_• —_, •r CG 1 Rn. 6'SIDWALK �. • • 6'SIDEWALK •. ' Off208 Burtdzng• • Exist Cone Wolk - R 14 i T'Ifp85B Basement Gil et Wall C N ��Frer 16 9 - 2,923 SF�Ftoor — m R 10r1B, '�V H 3C Extstz 1' 3s.t' 5,B46 SF Above Ground = .6 ti5 pe�cyf r ` Office 2-Stay (� 2,923 SF Basement o 0T•40 "e 4 1� r- - 1�ice emenBuvd,ng ENEW L�_Ji •i., a o S` 1uu/Bas .v Decack HVAC ---_0/z-0/F - 1" Rao'„°ice N 2930 SF Total I �FFE=3825 4 • ( Exist Conc Wyk III •> " MH C F2 I ) � I EwaQGrovel pr` O r:gsps J '"'�! Benchmor{1 Ewl-----1-Ret*4-----19-1:1;'==='="'=--- ho/to Nr • :::12*9c1 -__.__ - woExi � w_ m4-- — k `' __one BUFF ° BB d BUILD/NC=6TBA FII II =/! �y II fl 0 i a a S . . el. Existing deciduous trees �r ow 'moms "" ` AP/our Limits _ + ea ,'� 100 Year Flood Zone As �-x Shown on CommunityPaine! ma ' No.510000-0240B E-' Lr G� U New Access Easement for w Creenway Trail p,., v c, ° 0 0 e o o w C., o e > o ° e Q z -- o N z s o L. R z w ' i71 anna 0 o River ©' Sheet No. 20 0 20 40 60 /} �� �D�tt�e� ■ni ai ei ei e��assents.. •l//, SCALE 1 20' ® 7 Attachment E S3 _______ _. . . . . . CD ,...,,,,,,,,_ : .,. .440,,,..- , 9,8 ,_ 4. II \ \ \ \ ' ' \ \ \ \\\\\\ \ '\:\\\ \\.\\\\\\\\\(/°/' / 1F -�• 1 \ \ 1 \ \\,\i\ \ „\\V' \\ ice / �.�X �. I. ,_ : \ ` 't \ 1 \ \ t \ - ,p / / 1il 5 �_,� 1 1 1 \1 1 , 1 C 1 ' tivo \A\\;1 V`v t 1 i ia Ig T-1�= 0 1 1� 1 ) 1 1, 1, I 1 ) l I ' 1 1 ;\ 1 I 1 1 �� �( /' .. � `'' 6 m4ao s 1 1 1 i I l i I if 11 1 1 ` / F'- 1- 1 ;11 t i ! { !' ! IjtI l ; ! i 11 111 1 1 I / //i ! /•-'F;In ! I { I 1 / li I! ; ' ; ; 1 f I / �� �� T--' 0 l l l 1 I I { � ', 1 1 + i ! ' I i ! I ) 1111 I j I I j g i - I �, I i I i 1 r r ' I ! 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A Cl) Project Title Drawing Title ;ate-zo `, FINAL SITE DEVELOPMENT PLAN 2 gm , y,„41 ""°ti, RIVANNA ENGINEERING & ,. %z DOMINION OFFICE PARK GRADING & UTILITY PLAN _Ds3 V, = � SURVEYING, PLC �n _ - _ I •J � '3 z " m m'y,, P PHONE.(434)984-1599 Rivanna District, Albemarle County, Virginia Drawing Scale As Shown Drawn By ED F/c Name 78-15C2-SP dog m u J o b Y • T,- 1350 STONY POINT ROAD FAX. (434)984-8083 Date 10.05.04 Checked By IRM Project No. 3035 Ng CHARLOTTESVIILE,VA 22911 RIVANNAENGINEERINC.COB CONSERVATION PLAN CHECKLIST 9\ ( / f `' _ _.y .__. _.._.-. __-�- _ M I Ms tollowinaitems....awn on die i= \@. --- -- - ------ - - -- - --- - - --- \ __ — ___- __—_ fE i Trees to be saved _ _ '7-'• __Limns of cleaving(oustde drip Ime of trees m be saved); `-_- ----- --- _ -__ .--.-. .----__� -. ____-- __ _ -.�--_. -- -_- -. - __- ,_-._. ___.__--—-_--- - ..ems azs.-ins. .±.�E. Location end type of protective fmcmg z Orade changes requiring tree wells or walls. ♦- .4-- W Q. F. 4 z Proposed trenching or tunneling beyond the lumts of cheering "( 2 blAdacr, 1 j S°ou7h, Pan1ps Drive J c z (. All trees to be saved shall be marked with print or ribbon m a height clearly visible to equipment operators. ././,/ Z No gradmg shall begin anal the tree marling boo been inspected and approved by a County'Inspector SR / /40 — W r ee i preservationPre•Caaatroetba�a pee enee, Variable Width R/W --► d ›. Tree preservation end protection measures shall be renewed;nth the contractor on site. Y.40 156 __ _ - _ - Z §�' 4 Fqulpanent Oyeratlon&Storµt -- ___ P..Heavy equipment,vehicular traffic and storage of consniicbon matenals including soil shall not be -- >t• C/] Permitted within the dophnes of trees to be saved. __. - • x' 5 Sod Emabn d Stvrmtrater Detention Devhes T.. . _\ . ___ __ _ Such devices shall not adversely affect trees to be saved .42 I s • � . gC 6 Flay: )000f0 000000 1 I14;�1i `4,� ; i �p1� 2� _ t... Fuss are not aced within 100 feet of do line of owes to be saved. _- _ 3 `� I E o/' p`" p �_ �� ai� , � �sl l _? frfa>_ � f.,�;> \ �f P� ��;1 `� ii !• _ Fa• � .\ METH 7 Toile Materials not be stored within 100 fact of the dnplme of trees to be saved ! ' i ' ( {I(3)$ 1.$-1 \� I /' 1 •. tng �' `�/ —_ I—_ -- 0 9Z I I 9,144�:el, . .ems, ,,�j T-1 . - r• TIMOTHY R MILLER 8R . Protective Penciy: „ t 1 I � - ,.I.�� - \ ��1.• - - - Ad'��t top ,s Ad/AI - � CERTIFICATE No Trees to be retained withm 40 feet of a proposed building or grading activity shall be protected by fencing. • ✓". -1 l>� l(,... `-?df? • 30542 y, m siren bonFencmg ll be in place and shall be inspected and approved by a County Inspector prior to grading or 11 l'-- 0 `O 0 0 0 'f . 0 0. • Sly Bulding Setback tf�. - _ _ -$-! • • ■ I PA FSSIONAI ENG\��� I _ _ — ❑ 9 Tree Wan 'r'1I - - - - - - - - - - -- When the ground level must be aised within the drtphme of a tree to be saved a tree wall shall be provided EgtsLPorking Area 1 Goss Acy4ass Easement and a construction detail submitted for approval �, �� . I I M ,I I Revision t (5)S-1 - �_.- - a--- _ --. '�� NO. DESCRIPTION DATE ❑ 10 Tree Walla. !a j I i i l i T 1 - - _ - - I ' H ��y I I 1Whinthegromidlelustbeloweredwthinthdnplme of a treetobesaved, treewll.shallbeproided ' T1lR 111 rotectve N117FyII6b1IF1 -FFE93.5❑ la • 6'WhentrenchingisrequiredwtmmtheIiwtsofcicmng,itshallbedonemfarewry[metrunksof • Entlos re . Fence trees as possibly Tunneling under a large tine shall be considered as an alteromve when n is anompetui MH-E • ., ti �1ii gil New 2 Story �P/� . that nmeaaa trenching w g destroy feeder mitts. \ • • )s-1 Office Building - Vt 51/4 12 Om., .......... • • • • I py,1 `` •JR T 3 ! ,� Type 5B Construetton =�' IProteclrve fmcmg shall be me last rtemsreinoved during Enal cleanup. \ • 'F � 3%- "❑ 13 DamseaT.eee ` \ • a \ 1n=T-1 ��xvac %� 2,923 SF/Floor _�,Damaged trees shall be treated munedmtely by pruning,fertilanhon or other methods recommended by a Y �,i^ \ _'� * • \ �r Extstan 5,846 SF Above Ground wtiee apwai,atYY� �7---- tIV • \ ''�� 0 9 z-StoryNEw $923 SF Basement _NOTE•FT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE y��\ • 't ♦ • \ r fftee 'RtldtCONSERVATION REQUIREMENTS. l/ • ♦ • ( , 2,730S a779 Deck FFE=382.5• •OWNER SIGNATURE (DATE) • •CONTRACT PURCHASER SIGNATURE (DATE) enc. •, �. • • ■ ■ • ■ lap:I.'. ` r 4. I Z :r LANDSCAPE SCHEDULE TREE BOTANICAL& MINIMUM HEIGHT QUANTITY CANOPY CANOPY - MI. um KEY COMMON NAME CAUPER PLANTING 10 YEARS ' A . Exist • • • • us( 41611* ammo. LIOUIDAMBAR STYRACIFLUA T 1 SNEETCUM TREE I I/S 12' 9 424 sf 3,816 sf a MO ion. inn T-2NVVFLORIDA _-_-_-- 1' Y 8 155 sf 1,2400 sf CERCIS CANADENSIS T-3 1' 7' 7 396 sf 2,772 sfCommunity ._.- EASTERN REDBUD _ rape' a a: II= um an't 0. • VIBURNUM RHYTIDOPHII.LUM^ MI. MOW tam • $-I IEAIHERLEAf VIBURNUM - 2' 50 78 s( 3,900 sf E4 GU \ a Greenwa Total Canopy 11,718 sf LANDSCAPE REQUIREMENTS STREET TREES. REQUIRED 319 LF/40 lF=8.0 TREES PROVIDED (8)T-2 TREES INTERIOR LANDSCAPING A A I QUANTITY REQUIRED'1 TREE PER 10 PARKING SPACES y • OCS 47/10=4 7 TREES r ` / / QUANTITY PROVIDED 14 TREES i©' AREA REQUIRED 0.05e 19,797 SF=989 9 5F 4,4p4, AREA PROVIDED 22 TREES'S°5F/TREE=1100 SF TOTAL CANOPY REQUIRED.010'91,824 SF -9,182 SF I Sheet NO it - 20 0 20 46 60 PROVIDmotommanim ED.EXISTING CANOPY =61,070 SF -.--_-. 25 . b`r`� NEW CANOPY =11,496 SF SCALE 1 "= 20' TpdA[t.. -72,566 SF i Attachment E g 1 0 0 > i i 0 0 0 > F 1 2 x f i -, I A � 0 + + I 1I I ! . I CgCCa !IIII °11F il a a a !Q tiX 111 1 1 1 A pi pi pi 1110 i 1 ,.. ,... 1 ; 1 I 1 a ;al l ; ; 11 hl 00000g g o c o 0 0 0 0 0 0 0 0 � --+ + Y L N +� f— 0 1 d . # 1 1 p / f I. -g--e g if a g 4 • g o dg g u a zg g g . b g - i g g g N b v - O �` g g g ~� • j3 Ili: -a--- Y v g u , ---Illia �11 g g r r p , g : } g g if .1 g O 1 II b n)z g 3. , SZ ? g g g a ma g 2 II i i id,i/ .._ j _ a a p g' g ;k- g C g I: - t Y g.E g g N "1z: g ek n g g g S g g j g E � 1 V s l d- - o g gb o „ - g g, o o ' o o gg - - gg gg g8 8 h op(q Propct Title: Droning TOe. � ; FINAL SITE DEVELOPMENT PLAN „ng o:� y,,,', G=�'°4•0 RIVANNA ENGINEERING & �- LIGHTING PLAN _ SURVEYING, PLC ® �o DOMINION OFFICE PARK o�_ 9 N ? 0 T =s Rivanna District, Albemarle County, Virginia Dreong scar«As Sown Drown By IKD Fie None 78-15C2-SP dog 3 n ti oN " Cw PHONE (434)964-159e `'e, YI oi. 1350 STONY POINT ROAD FAX. 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