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HomeMy WebLinkAboutSDP200700154 Plan - Other (not approved) 2007-11-27i u7 \ ,rn 15' VEPCO EASEMENT ssco D.B. 2182, Pg 651 \\ \\ J CA TAX MAP 32, PARCEL 4F \\ \\ N/F RICHARD H. DEBUTTS (APPROX. LOCATION) NO \RG�N�P S \ D.B. 532, Pg 66 i N 25.31'30" E - 310.84'(TOTAL)O\\IRF 24" RCP SDL D.B. 352, Pg 171 PLAT NPO IR 260.81' I QY , �\ 5'"31 IR ' 1 1 Z \ W - -- -- -- • �1 N w \ \ I Rrnj \ N J \\ \\ TAX MAP 32, PARCEL 4H I \\ \ N/F RICHARD H. DEBUTTS J903'7' D.B. 532, Pg 66 r I 1 IRF \ \\ N 4128.31,, D.B. 352, Pg 171 PLAT 500 \ \ \ \ e 365.0 z ssco l Z*z\\� evFFE�\ O \ \ OPEN SPACE I R 3 (TOTgL) N ETC -1 PARCEL 6? PVC SSL I`' L�� \\ NE 14,1850 SQ. FT. Ll , - W 2.601 ACRES o r\i � -`� 3-3" � 4128'31., 0)/ 0 _< � �$( �M�g3» F \ EWP w 268-81' OUTSIDE OF 74-66P 6 O Z �S.2p�p� - 9 �� LIMITS OF SURVEY 4 6 SURVEY 550. 5 < 00 O y "iT+ \ RASSS S� - 1 ` � _ �G m C SAF �� 565.2 ' 0 P IR sol �\� �� \ D N �o Z \ BLACK HAWTHO GRASS G7 QHS 4" NH 2» ��` IR �10 i3`cr: 566.1 - - - - - - - - - - - - - - - - - - - - - - OUTSIDE OF r<Tl OUTSIDE OF GRASS \ 2 ENCL. BE p C a \ GRASS 4" PN56 .4 -Q 20 SANITARY SEWER E� ASEMEN-T - QMH �i LIMIT'S OF SURVEY LIMITS OF SURVEY \ � � LP 569.9 - - 8 PVC SSL 565.8 15 R(, D SSMH- - - - - - -J 6» P� t� \ \ �" "OPEN SPACE" - - - - - - - - - - - - - - - - - - - - - PN \ IL UNIVERSITY OF VIRGINIA FOUNDATION 6" PNH C549.3 PARKI G LOT .6 \ �G �� D.B. 2226, Pg 640 PLAT ASPHALT c Tc -551.9 PARKING LOT 5TALT c \ \coo \ \ PARKING LOT BASK moo_ GOAL OUTSIDE OF GRASS y LIMITS OF SURVEY U \ IV LP PNH G S IR v - ACCESS EASEMENT S P ' S DCO � GM FIRE r -S IRF MH < 74 '' '6+ 9j 20' WATERLI E EASEMENT VAULT �'UPVAULT ION / I p� M O O OUTSIDE OF 9� N -I 55 / I I QO• Q 573.4 � LIMITS OF SURVEY �s \ 6" RM _ I- - - � - - _j y1AI ` 11 HOLLY ROVE:DAHOONS t CIV t 9'1�c• \� ------ ---74. HtC dS 4. LC ----- -- ----- - \ `-�------ RASS WITH INDIVIDUAL --1- ---$ JNL----- ---- --� SBS MU HED BEDS i 573.8* S 4J• , �, 5 BrDIP ----- --1-- ------ ----- ---- --WL-- -- ., HALT IRF 573.3 PINE SCREEN 28 J J ASPHALTED DRIVE 7'4 4 l - __.I IRF � 11 - 5" WHITE PIN �: �,oQ� AIL --- ---- --- -- -- -.6- 5 �\ ------ �1y -5 .6- 60.3 I 12.00' J--- -- -- -- �o-- 573.3 F __ IR 572.6 UGT--- - - - _ _ 15' VEPCO EASEMENT 5 1 Pt HPG GRASS _ _ GRASS i I D.B. 2006, Pg 25 (APPROX. LOCATION) IRF -n► 1- 571.1 o LIMITS OF SURVEY 572.3 "PRA PARCEL" UNIVERSITY OF VIRGINIA FOUNDATION D.B. 2226, Pg 640 PLAT 565 to 555 060 LEGEND: TAX MAP 32, PARCEL 6A LINE TABLE: ASPH = ASPHALTF VIRGINIA FOUNDATION UNIVERSITY O D.B. 2712, Pg 325 D.B. 2892, Pg 322 (PLAT) NUMBER CC = CONCRETE CURB L1 S 71.03'29" E 5.46' CONC = CONCRETE 32.61' L3 S 48.30'56" E CG -6 = VDOT STANDARD 6" CONCRETE CURB & GUTTER S 69.27'30" W 33.34' CSW = CONCRETE SIDEWALK UNDDERGROUND UTILITIES: FIELD SURVEY OF VISIBLE STRUCTURES, MARKED LINES AND TRENCH PATCHHES, DI = STORM DRAINAGE INLET NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. DUMP. ENCL. = TRASH DUMPSTER ENCLOSURE MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERZGROUND UTILITIES. EP = EDGE OF PAVEMENT GAS - CITY OF CHARLOTTESVILLE (CITY OR CVL) Civil Engineers • urban Designers SANITARY SEWER - ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) GEN. = EMERGENCY GENERATOR DI -3B TELEPHONE - EMBARQ (EMB) AND/OR NTELOS (NTL) GL = GAS LINE ELECTRIC - DOMINION VIRGINIA (DOM) MISS UTILITY CONTACT INFORMATION: GM = GAS METER # 2 TICKET # 8728300614 L = HDPE = HIGH DENSITY POLYETHYLENE PIPE Scale: Top = 566.01 HPGM = HIGH PRESSURE GAS MAIN In LP = LAMP POST Owner / Developer: PE = POLYETHYLENE PIPE PVC = POLYVINYLCHLORIDE PIPE RCP = REINFORCED CONCRETE PIPE # 3 DI? YARD SDCO = STORM DRAINAGE CLEANOUT 0i = STORM DRAINAGE STRUCTURE REF. NO. SDL = STORM DRAIN LINE Charlottesville, Virginia Top SSCO = SANITARY SEWER CLEANOUT 24 = SANITARY SEWER STRUCTURE REF. NO. SSL = SANITARY SEWER LINE SSMH = SANITARY SEWER MANHOLE = BOARD FENCE SVC = SERVICE LINE = CABLE TELEVISION VAULT (T)BM = (TEMPORARY) BENCMARK UGE = UNDERGROUND ELECTRIC LINE UGFO = UNDERGROUND FIBER OPTIC TELECOM MUNICATI LINE UGT = UNDERGROUND TELEPHONE LINE Q� = ELECTRICAL TRANSFORMER UGT = UNDERGROUND CABLE TELEVISION LINE Q = FIBER OPTIC TELECOMM. VAULT WL = WATER LINE WM = WATER METER = FIRE HYDRANT WV = WATER VALVE o = GAS METER BHS = BLACK HAWTHORN SHRUB(S) = GAS VALVE EWP = EASTERN WHITE PINE(S) = LAMP POST NMH = NUTMEG HICKORY = SIGN POST PNH = PIG NUT HICKORY x = SPOT ELEVATION RM WJ = RED MAPLE = WESTERN JUNIPER(S) _ (TEMPORARY) BENCHMARK IR = IRON ROD (CORNER MONUMENT OF RECORD) M = TELEPHONE VAULT IRF = IRON ROD FOUND (TIED THIS SURVEY) ® = WATER METER NAIL = NAIL (CORNER MONUMENT OF RECORD) ca = WATER VALVE UNIVERSITY O D.B. 2712, Pg 325 D.B. 2892, Pg 322 (PLAT) NUMBER DIRECTION DISTANCE L1 S 71.03'29" E 5.46' L2 S 48'30'56" E 32.61' L3 S 48.30'56" E 2.67' L4 S 69.27'30" W 33.34' NOTES: = ? 1.) HORIZONTAL DATUM: NAD 1983, VIRGINIA STATE PLANE, SOUTH ZONE. Top 2.) VERTICAL DATUM: NAVD 1988; DI -1? BM: UNIVERSITY OF VIRGINIA CONTROL MONUMENT WITH DISK EMBOSSED "UVA MF2;" ELEVATION = 543.93' SITE TBM: NAIL BEHIND CURB, EAST SIDE OF NORTHERN REAR PARKING LOT, 81TH SPACE UP FROM THE ENTRANCE; ELEVATION = 568.88' Ar 3.) PROPERTY LIES WITHIN FLOOD ZONE "X;" NOT A FEMA DEFINED 100 -YEAR FLOODPLAIN. 4.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ARPPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDDERGROUND UTILITIES: FIELD SURVEY OF VISIBLE STRUCTURES, MARKED LINES AND TRENCH PATCHHES, AND UTILITY MAPS PROVIDED BY THE CITY OF CHARLOTTESVILLE. THE COX COMPANY NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERZGROUND UTILITIES. UTILITY OPERATORS: GAS - CITY OF CHARLOTTESVILLE (CITY OR CVL) Civil Engineers • urban Designers SANITARY SEWER - ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) Out WATER - ACSA DI -3B TELEPHONE - EMBARQ (EMB) AND/OR NTELOS (NTL) TELEVISION - COMCAST (CMC) = 544.94 ELECTRIC - DOMINION VIRGINIA (DOM) MISS UTILITY CONTACT INFORMATION: 220 East High Street 1-800-552-7001 # 2 TICKET # 8728300614 L = 5.) SURVEY PREPARED FOR: UNIVERSITY OF VIRGINIA FOUNDATION Charlottesville • Virginia 22902 -(434) 295.7131 Out = ? Sz Top # 4 DI -1? YARD GRATE = 540.1 Top = 550.86 = 540.4 Ar In Strc/Inv Dsc/Elv Sz/From-To # 2 In = 544.2 15" = 541.59 Out THE COX COMPANY 24" # 1 DI -36 L = 6' Planners -Landscape Architects Top Top = 566.66 Out Civil Engineers • urban Designers Out = 558.3 DI -3B L = ? Top = 544.94 In 220 East High Street # 2 DI -313 L = 6 Charlottesville • Virginia 22902 -(434) 295.7131 Scale: Top = 566.01 In = 557.5 Owner / Developer: Out = 557.5 UVA Foundation # 3 DI? YARD GRATE? Post Office Box 400218 Charlottesville, Virginia Top = ? (NOT FOUND) 22904 In = ? Out = ? Sz Top # 4 DI -1? YARD GRATE = 540.1 Top = 550.86 = 540.4 WEST In = 548.8 4" # 2 In = 544.2 15" = 541.59 Out = 544.1 24" #1 # 5 DI -3C L = 4' Out Top = 548.01 Out = 539.2 # 6 DI -3B L = ? Top = 544.94 In = 536.4 Out = ? Strc/InvDsc/Elv Sz/From-To # 1 MANHOLE Sz Top = 550.02 In = 540.1 ETC -1 1 n = 540.4 WEST Out = 540.0 W Ivo # 2 MANHOLE > Top = 541.59 EXISTING In = 526.7 #1 In = 527.2 WEST Out = 526.6 TOPOGRAPHIC SURVEY: EMERGING TECHNOLOGIES CENTER #1 ROUTE OF PROPOSED MODULAR LAB SANITARY SEWER LINE UVA NORTH FORK RESEARCH PARK ALBEMARLE COUNTY, VIRGINIA OF NOVEMBER 26, 2007 f 30 0 30 60 90 FEET QG.V. " HU611ES1 SCALE: 1 " = 30' NO. 1458 CONTOUR INTERVAL = 1' 4 KIRK HUGHES & ASSOCIATES 9N� sup -1`6 LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 (434) 296-6942 FILE: 2003-037 • DRWG: 03037-02.DWG EXISTING CONDITIONS Sz Z lJ Ua� Q w J � 1 � o J Q W m Q W Ivo LLJZ LL > :D0 U EXISTING CONDITIONS Job Number: 07-60 Date: November 27, 2007 Revision: Scale: 1"=30' Sheet No.: C-2.0 2of91 Waterline Profile Sanitary Sewer Profile 580 580 04 048 LO 575 11 � 575 w o EC14 C� XISTlN GRADE CO qC5� 5� �E NA II } m+ N --- > �w > N -oil 570 � -0oE Ex 7 - 50 + 1 f o 565 � a 565 / _ g5' of �, pvG � 231 a� � a �,.�'°� , o�G&" EXISTINGGRADE � Pipe 7 8 o / v> J p�J . , LO 4, G 560 a 560 555 1 555a � o\Q + l> CS of g _ - 0) N 550 ' M + b' =toE `2 a) Q`Pe 0 550 f -- - -- \o, w a 545 0� 545 (( o 0 I ( p @ a E j p'pe 5.138 °� gi a 540 -12 540 n •o N > r II II II I = 535 NMS' • a 000 535 - 01 530 530 0 o v c �,• ..% � a o a � m m a o 525U 525 > o > o v U 04 a v o c-,Z oCq _ c o QL C) a c 52 tn iz 520ct: ao�o CV Q 11 %r^ 2ZilCID^ C O � o N N Q7T- a 0Z co O 00 v o '° '° 515 c1t LO LO LO � v v LO LLl + 20+00 21+00 22+00 515 14+00 15+00 16+00 17+00 18+00 19 00 9+00 10+00 11+00 12+00 13+00 Note: * Ex. 1" Gasline Location taken from Charlottesville Gas GIS Data. Field located verification was not provided by Miss Utility. Ar THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Street Charlottesville • Virginia 22902 • t434f 295.7131 Owner / Developer: UVA Foundation Post Office Box 400218 Charlottesville, Virginia 22904 UTILITY PROFILE � Q � z Q � J uj U (3 ry _Q ry Qpm o� LL � LU 0 � w Q z > 0 U UTILITY PROFILE Job Number: 07-60 SH OF- FRANK F FRANK D. COX, JR. LIG NO. 7719 'IONA Date: December 17, 2007 Revision: Scale: Vert.: I"= 5' Horz.: 1" = 50' Sheet No.: C-4.0 4 of 9 Wo �W 0 F- J W Li J ^ W E0 w � w W (U � w a W J q O E A C') n OD E ^..w £. J EV(� u W M0-4 U L � M� J o It 0 oa w �OD 0 W Z J = U a- ^ U �o N � � J £ N Cf) u �00 •+u w > 0 0 H0� Q ^ L3 rr 2 AS q Ew 0 A� aL3 N� CMN U Nu ^ W Nu (Uu� W >_ cri rz °� 0 a_ � 0 A �W ci z ^ rco u ^ nOD E cu No •\+ 0£0 0 u •+u r -i QA£ A£ a^ a O £ U Npri fir`A E �CU A� N ~ID ' 10 . o nr ©~ W nu "Ou Nu u (hu N N N Q LL TYPICAL MANHOLE FRAME 8t COVER, N.T.S FIG S -1-D TD -25 ASPHALT 1.5 TIMES EXISTING PAVEMENT MIN. 2" WEAR COURSE AND 4" BINDER COURSE TACK ANDS TACK AND SEAL EXISTING PAVEMENT . . . . .. . . . . .. ...... .. .. STONE• • E ................. 6•• 6" ................. COMPACTED - •,'.•,',•VDOT ................. . PIPE BEDDING AS REQUIRED NOTES: 1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL. 2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED BACKFILL AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT. RE—COMPACT SURFACE OF BACKFILL PRIOR TO INSTALLATION OF PATCH. PERMANENT PAVEMENT REPAIR NOT TO SCALE ! 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 1. Q Ll � D r A - BRANCH Ill 0 12"4 - — 2„ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL �- BE CORED AND A FLEXIBLE ui CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S -I -B TD -23 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL\ INITIAL BACKFILL MIN (� MIN. #68 STONE ?ANULAR FILL AS �-!? APPROVED BY ACSA ^K� BLE SOIL OR ROCKZSTA , NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION 8c BEDDING NTS FIG. W-2 TD -2 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA -� 1'-0" MAX _2P-0101 "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED ° ,CONCRETE SECTIONS 12,'; MIN 0 RING SEALS a 16 MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5. FROM INLET TO OUTLET SHALL BE 0.20 FIBE DEPTH OF FLOW CVARIES CHANNEL TO BE F3/4 DIAMETER OFCONTRIBUTINGSEWER. 'A FILLETED INVERT ORTRANSITION OF FLOW BINLET & OUTLET PIPE S PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION WATER 2500 P.S.I. CONCRETE THRUST BLOCK SHOWING BRANCH TIE—IN N.T.S FIG. S -I -A TD -21 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT " I /_ TO HIGHWAY DEPARTMENT APPROVAL. It FINISHED GRADE —� ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTEE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -8 EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36"MINI 24"M I 8"MIN REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -28 60" 36" -+~ �— —17.5"--� 44" MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 0 1/2 METER NTS FIG. W -7B TD -12 THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 2210 East High Street Charloffesvme 22902.(434) 295.7131 Owner / Developer: UVA Foundation Post Office Box 400218 Charlottesville, Virginia 22904 GENERAL DETAILS � Q � Z J Ua� —Q Q�W om �� w 0Z QwU oU I � GENERAL DETAILS Job Number: 07-60 H OF FRANK D. COX, JR. LIG NO. 7719 �O N Date: December 4, 2007 Revision: Scale: As Noted Sheet No.: C-5.0 5of9 EROSION AND SEDIMENT CONTROL NARRATIVE UVA Research Park: ETC Building #2 - Temporary Modular Laboratory Major Site Plan Amendment Erosion and Sediment Control Plan The County of Albemarle, Vironia PROJECT DESCRIPTION The scope of this E&S narrative and plan is for the purpose of extending underground utilities to the exisitng rear parking lot in preparation for the construction of a temporary Modular building that will be situated primarily within the asphalt parking area. A total of approximately 0.1 acres will be disturbed during construction. EXISTING SITE CONDITIONS The topographic and built improvements existing on the subject property are depicted on the accompanying E&S plan, utility plan & profiles, and the general notes on the cover sheet. ADJACENT AREAS The majority of the lease parcel for the ETC building is adjacent to areas within the UVA Research Park These include areas that have been developed and those that are planned for future development. A small portion of the northeastern property boundary is adjacent to two residential single family lots. There is a platted buffer of fifty feet separating the development from these residential lots. The project is in the Rivanna River watershed. OFF-SITE AREAS All land disturbing activities shall occur on-site and within the limits of project shown on the plans. At this point, no off-site borrow, waste or grading activity will occur. SOILS This site is located in a geologic area referred to as the Piecknont Physiographic Province. The soils in this geologic area are weathered from the underlying metamorphic bedrock. The naturally occurring soils at this site were found to be moderately to highly plastic silts weathered from the Catoctin formation which consists of basic lava flows, schist, and gneiss composed of chlorite, plagioclase, amphiobole, and epidote. The soils observed here appear to be weathered from metamorphosed sedimentary soils such as phyllite and schist. The map units on the detailed soil map depicted on the Erosion and Sediment Control Plan, represent the soils in the survey area. The map unit descriptions, along with the soil maps, can be used to determine the suitability and potential of a soil for speck uses, and, precautionary erosion and sedimentation control measures which must be adhered to. They also can be used to plan for the management needed for those uses. The profile of the soil classifications follows: Chester Loam (140): This deep, moderately steep sloping (15-25 %), well -drained soil is on narrow, convex side slopes. Typically, the surface layer is dark brown loam about seven (7) inches thick. The subsoil is mostly strong brown loam and yellowish red loam and clay loam about thirty-four (34) inches thick. The substratum is mostly multicolored yellowish red, strong brown, white, and yellowish brown loam and sandy loam. Permeability and available water capacity are moderate. Shrink -swell potential is low. Runoff is rapid, and the hazard of erosion is severe. Bedrock is generally at a depth of five (5) feet or more. Chester Loam (14E). This deep, steep sloping (2545 %), well -drained soil is on convex side slopes. Typically, the surface layer is dark brown loam about seven (7) inches thick The subsoil is mostly strong brown loam and yellowish red loam and clay loam about thirty-four (34) inches thick. The substratum is mostly multicolored yellowish red, strong brown, white, and yellowish brown loam and sandy loam. Permeability and available water capacity are moderate. Shrink -swell potential is low. Runoff is rapid, and the hazard of erosion is very severe. Bedrock is generally at a depth of five (5) feet or more. Hayesville Loam (36B): This deep, gently sloping (2-7 %), well -drained soil is on broad, convex ridge top. Typically, the surface layer is brown and strong brown loam about seven (7) inches thick The subsoil is red clay and red clay loam about fifty-one (51) inches thick. The substratum is mostly multicolored sandy day loam derived from strongly weathered granite gneiss. Permeability and available water capacity are moderate. Shrink -swell potential is low. Runoff is moderate, and the hazard of erosion is moderate. Bedrock is generally at a depth of five (5) feet or more. Hayesville Loam (36C): This deep, strongly sloping (7-15 %), well -drained soil is on narrow, convex ridge tops and on side slopes. Typically, the surface layer is brown and strong brown kaan about seven (7) inches thick The subsoil is red clay and red clay loam about fifty-one (51) inches thick The substratum is mostly mtdlicokired sandy clay loam. Permeability and available water capacity are moderate. Shrink -swell potential is low. Runoff is rapid, and the hazard of erosion is severe. Bedrock is generally at a depth of five (5) feet or more. Hayesville Clay Loam (37D3): This deep, moderately steep sloping (15-25 %), well -drained soil is on side slopes that border small drainage ways. Typically, the surface layer is yellowish red loam about four (4) inches thick. The subsoil is red clay and red clay loam about forty-seven (47) inches thick The substratum is mostly multicolored sandy clay loam derived from weathered granite gneiss. Permeability and available water capacity are moderate. Shrink -swell potential is low. Runoff is rapid, and the hazard of erosion is severe. Bedrock is generally at a depth of five (5) feet or more. CRITICAL AREAS There are no critical areas on the site. EROSION AND SEDIMENT CONTROL MEASURES The contractor shall provide, construct and maintain erosion and sediment control measures on the site, in accordance with the Virginia Department of Transportation and the County of Albemarle erosion and sediment control measures (refer to the Erosion and Sediment Control Plan sheet). All vegetative and structural erosion and sediment control practices shall be constructed and maintained aceoroing to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (uncisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left` dormant for more than one year. Soil stabilization refers to measures that protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to be stone. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of use. Temporary sediment filters and traps, perimeter dikes, sediment barriers and other measures intended to retain sediment shall be constructed as a first step in any land -disturbing activity and be made functional before up slope land disturbance takes place. Stabilization measures shall be applied to earthen structures such as dams, tikes and diversions immediately after installation. The following structural practices will be implemented according to the requirements set forth by the Virginia Erosion and Sediment Control. Safety Fence (3.01) A protective barrier consisting of polyethylene web secured to a conventional metal post driven into the ground a minimum of 18 inches. Posts should be spaced at 6 -foot centers. Used to prevent undesirable use of an erosion control measure by the public. To prevent access to an erosion control measure. Specific Application: Safety fence will be used at areas where employees and patrons of the Emergining Technology Center and the Research Park may come into contact with the planned work Paved Wash Rack Construction Entrance (3.02) A seventy (70) foot paved section shall be installed at the point of vehicular ingress and egress on the construction site. This paved area shall be used for washing sediment from vehicles exiting the site. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as larger land disturbing activities. Specific Application: A construction entrance shall be positioned in the existing asphalt parking area. c). Silt Fence (3.05) A temporary sediment barrier consisting of synthetic filter fabric stretched across and attached to supporting posts and entrenched. Used to prevent sediment from leaving the site. To decrease the velocity of sheet flows. Specific Application: Silt fence shall be used as necessary or as directed by the Erosion Control inspector.. 4L Inlet Protection (3.07) A temporary sediment filter around a storm inlet or curb inlet, in order to prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Specific Application: Inlet protection will be used around all storm drainage inlets and curb inlets. e1 Permanent Seeding (3.32) Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. Specific Application : Permanent seeding will be applied to all portions of disturbed area. D. Mulching (3.35) The application of plant residues to the soil surface will prevent erosion by protecting the soil surface from raindrop impact and reducing the velocity of overland flow. Mulch will fosterthe growth of vegetation by increasing available moisture and providing insulation against extreme heat and cold. Specific Application: Bark chips or shredded bark applied in conjunction with ornamentals for landscaping purposes. PERMANENT STABILIZATION Ali areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. All seeds will be approved by the "Virginia Crop Improvement Association,"Blacksburg Virginia. Seeding will be done with the following. Two (2) parts Kentucky Bluegrass (Poa pratensis), by weight; minimum 98 % purity and 90% germination; maximum I% weed seed. Three (3) parts perennial Ryegrass (Labium perrene) by weight; minimum 85 % purity and 90 % germination; maximum I% weed seed Fifteen (15) parts Falcon Fescue; minimum 98 % purity and 90% germination; maximum 1 % weed seed. Permanently seeded areas shall be protected during establishment. Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks will not be permitted. Mulch and/or lime shall be applied at a rate of two (2) tons per acre. Specifications for fertilizer are FS 0-F-241 C, Type 1, solid form; Grade A or B; recommended for grass, with one hundred (100) percent of the elements derived from organic sources of the following properties: a) Nitrogen 12.0% b) Phosphoric Add 8.0% c) Soluble Potash 8.0% With at least fifty (50) percent of the nitrogen from a non -water soluble organic source. The following measures shall be incorporated during fertilization: Apply fertilizer at a rate of 1000 lbs/acre. Apply after smooth taking of topsoil. Do not apply fertilizer at same time or with same machine as will be used to apply seed. Till fertilizer into upper two (2) inches of topsoil. Lightly water dry topsoil to depth of six (6) inches at least forty-eight (48) hours prior to seeding to obtain a loose friable seed bed and to aid in the dissipation of fertilizer. The following rates and practices will be adhered to for all seeding that occurs onsite: Apply seed a rate of 6-lbs./1000 sq. ft. evenly at right angles with a spreader or seeding machine. Rake in lightly, covering seed to depth of 1/8 inch. Do not seed area in excess of that which can be mulched on same day. Do not sow immediately following rain, when ground is too dry, or during windy periods. Roll seeded area with roller not exceeding 112 lbs. Immediately following seeding and compacting apply mulch to a thickness of one (1) inch. Maintain dearof shrubs and trees. Apply water with a fine spray immediately after each area has been mulched. Saturate to six (6) inches of soil. MAINTENANCE All erosion and sediment control measures must be maintained and repaired immediately to insure continued performance of their intended functions as stated in the Virginia Erosion & Sediment Control Handbook, Third Edition 1992. In general, all erosion and sediment control measures will be checked weekly and after each runoff -producing rainfall event. All seeded and sodded areas will be checked regularly to ensure that a good stand is maintained. Areas will be fertilized, reseeded and resodded as needed. DISPOSITION OF TEMPORARY MEASURES All temporary erosion and sediment control measures, including the temporary sediment basins, shall be removed within 30 days after final site stabilization is achieved or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. STORMWATER MANAGEMENT The site will primarily drain via surface flow and existing stormwater piping to an existing stormwater management basin located south of the project area. The existing basin was designed and constructed with full build -out of the subject sub -area of the Research Park incorporated. There in no significant change to the net impervious surface area coverage of the site with this amendment. The site does not lie within a reservoir watershed. The stormwater from the site flows northeastward to the North Fork of the Rivanna River. EROSIOIN AND SEDIMENT CONTROL NOTES UVA Research Park: ETC Building #2 - Temporary Modular Laboratory Major Site Plan Amendment: Erosion & Sediment Control Plan The Countty of Albemarle, Virginia ES4 Thie Albemarle County Department of Community Development must be notified one week prior to the pre -construction conference, one week prior to the commencement of Iland disturbing activity, and one week prior to the final inspection. ES -2 AIII erosion and sediment control measures will be constructed and maintained according to rminimum standards and specifications of the Virginia Erosion and Sediment Control Haindbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Refgulations. ES4 All erosion and sediment control measures are to be placed prior to or as the first step in cleiaring. ES -4 4. iA copy of the approved erosion and sediment control plan shall be maintained on the sitee at all times. ES -5 Priiorto commencing land disturbing activities in areas other than indicated on these plans (in(cluding, but not limited to, off-site borrow or waste areas), the contractor shall submit a su fpplementary erosion control plan to the owner for review and approval by the plan aprproving authority. ES -6 Thee contractor is responsible for installation of any additional erosion control measures neccessary to prevent erosion and sedimentation as determined by the plan approving autthority. ES -7 All disturbed areas are to drain to approved sediment control measures at all times during lapid disturbing activities and during site development until final stabilization is achieved. ES -8 Duiring dewatering operations, water will be pumped into an approved filtering device. ES -9 Thee contractor shall inspect all erosion control measures periodically and after each runoff prwducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the, erosion control devices shall be made immediately. ES -10 All fill material to be taken from an approved, designated borrow area. ES41 All waste materials shall be taken to an approved waste area. Earth fill shall be inert mamterials only, free of roots, stumps, wood, rubbish, and other debris. ES42 Bonrrow or waste areas are to be reclaimed within 7 days of completion per Zoning Orodinance section 5.1.28. ES -13 All i inert materials shall be transported in compliance with section 13-301 of the Code of Alb)emarie. ES44 Boorrow, fill or waste activity involving industrial -type power equipment shall be limited to the% hours of 7:00am to 9:00pm. ES45 Boorrow, fill or waste activity shall be conducted in a safe manner than maintains lateral surpport, or order to minimize any hazard to persons, physical damage to adjacent land ancd improvements, and damage to any public street because o slides, sinking, or collapse. ES -16 Thee developer shall reserve the right to install, maintain, remove or convert to perrmanent stormwater management facilities where applicable all erosion control mesasures required by this plan regardless of the sale of any lot, unit, building or other porrtion of the property. ES48 Termporary stabilization shall be temporary seeding and mulching. Seeding is to be at 751 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryeegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May thrcough August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. AR(ematives are subject to approved by the County erosion control inspector. ES -18 Perrmanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agidcultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 incites of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mixt. Permanent seeding shall be applied at 180lbs/acre and consist of 95 % Kentucky 31 oiTrall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be afpplied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control irsipector. ES -19 tai intenance: All measures are to be inspected weekly and after each rainfall. Any damage atcrlogging to structural measures is to be repair immediately. Silt traps are to be cleaned wfeen 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. ES -20 All 'temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the, County erosion control inspector. 191 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET RUNOFF WATER WITH OVERFLOW SEDIMENT bcuinntry r CURB INLET WIRE SCREEN 2" X 4" WOOD STUD FILTERED WATER SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. SILT FENCE EXTEND FILTER FABRIC STAKE INTO TRENCH 4,1 1 -{ 4" BACKFILL AND COMPACT THE EXCAVATED SOIL. A POINTS A SHOULD BE HIGHER THAN POINT B. GENERAL NOTES - SILT FENCE 1) The height of a silt fence will be a minimum of 16 inches and a maximum of 34 inches above ground elevation. 2) Extra strength filter fabric shall be a continuous roll. When joints are unavoidable, a splice may be made at a support post with a 6" overlap. 3) The excavated trench shall be 4 inches wide and 4 inches deep on the upslope side of the proposed location. 4) Support posts shall be a maximum of 10 feet apart where wire support is used, and no more than 6 feet apart where wire is not used. When placing silt fence across a ditch or swale, the posts are to be set at a maximum 3' interval. 5) The trench shall be backfilled and the soil compacted over the filter fabric. 6) Silt fences shall be removed when the upslope area has been permanently stablized. (SAF PLASTIC SAFETY FENCE CONVENTIONAL POLYETHYLENE FABRIC METAL (T) OR (U) (ATTACH TO POSTS WITH METAL POSTS WIRES) 6'-0" MAX 5'-0" MIN limilivivil a EWA iga WfIL THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Sheet Chodoriesvfrre • Vk_airda 22902 • (434) 295.7131 Owner / Develoner: UVA Foundation Post Office Box 400218 Charlottesville, Virginia E&S NARRATIVE & DETAILS sz Q � Z Q � oe Ua� � � Q Q � m LUUJ O LL 0 ry Q W z i ZD o E&S NARRATIVE & DETAILS Job Number: 07-60 S H Of - FRANK D. COX, JR. LIC. NO. 7719 ONA Date: December 4, 2007 Revision: Scale: As Noted Sheet No.: ES - 1. 0 6of9 \ 0) 1 SSCO 15' VEPCO EASEMENT---��—►\ \ � \ N D.B. 2182, Pg 551 \\ \ w (APPROX. LOCATION) \ \ J N 25'31'30" E - 310.84'(TOTAL) 24".EQP 0iv a�\\IRF \ IR 260.81' 5") ' IR /II \\ (�4 Fz w N� W 00 IRF \\ \ �} I r\ , \\ Z I ETC -1 PARCEL SSCo _ �, N i N A 6 ? PVC SSL J o� (A2.601 ACRES / oGO ���.,�\\ C 3-3" 3 ° WJ EWP 550.9 5�v (D /f �Si° �ptr �, \��,� ._ �v OUTSIDE OF m�-RASS i Q LIMITS OF SURVEY / X F 0� \T� 'R 565.2 p \ GRASS 2-- _ 20' SANITARY SEWER EASEMENT s�j ----------' $ VC SSL _ OUTSIDE OF GRASS LIMITS OF SURVEY TAX MAP 32, PARCEL 4F N/F RICHARD H. DEBUTTS D.E. 532, Pg 66 D.B. 352, Pg 171 PLAT III JSSMH6" TPNH___ I l CC 1 549.3 H PAR IOG LOT r ASPH� LT I iC TC=551.9 -moi I LP 1 I I I OMS IDE OF LIMITS OF SURVEY \ BLACK 566.1 � GRASS \, 2 PARKING LOT DUMP, ENCL- CONC PAD ASPHALT 566.4 EF�R�NG� tiON� N( RAN NpO TAX MAP 32, PARCEL 4H N/F RICHARD H. DEBUTTS �\ D.B. 532, Pg 66 4128, D.B. 352, Pg 171 PLAT \ 31 � e OPEN SPACE IR —�- L'1--., 31 '' H/ 268.81, OUTSIDE OF ;3- 9 S` LIMITS OF SURVEY 6 `' IR IN - QHS 4" TW _ 2" p- r�DS Q ; \ 1 GRASS ~4' P'NH �' \ \- '��.-��:�n���- . � ��•- � LPA; /'+C• PARKING LOT\ \ }o\ l I R 569.4 O 69.9 l "OPEN SPACE" UNIVERSITY OF VIRGINIA FOUNDATION �'�vv D.B. 2226, Pg 640 PLAT OA GRASS 1 SSO 5 GRASS ACCESS EASEMENT PN I SDC GM FIRE (f" 3 ?. H -' 1 i/ N �...'S%Y IRF �iSMH' `_ '�' 9� 20' WATERLi E EASEMENT VAULT �'�SUPVAULTION �� FH �s ��-.� �C\ I r, ti4---,.,� ,,.n �s�4 69• \ h1 1 RM 6" RM �,I I _ 55 0 i �' - ;1, ��¢5� } \ 4r +573-41- 'A I GRASS KN qa -- _ _ }c 1, HOLLY GROVE; 4$:5 4 . L. E B L - _ - - - - - - - _.._ --g. I ADS - � _ `-= - .r--"�--- _ - J ! _ _ � � ` � � � : �` 11 - Z"' DAHOO - ^ - ,I _ -6 ` . . s, 1 WITH "INDIVIDU " DI'p�A'L "i-"�-_1__L---__ -- __--_� ____1__yyL-_ _ � r _s ! ;- ���"1 �IVL__� __ ___�.__ I V � S6S y � + 1 f I' MULCHED BE � 573.8v S 412 '\ 1,r___ rDRiV� �- 4 J1 4 _ �+•--`�- �PHALT °- I 1 1 ! 73-3 81 ASPHALTED . —t; -�,. .�.� t 1 - - - - _ _ _ _ _ .•_ y- - __. - 4- - _ _'� _ _ - _ - -. - - -'! ! r (— -�-, �j{ PINE SCREEN W 60.35 " IRF i 1 11 - 5" WHITE PINES - I 1 12.00'57 3.3 55 r PS � r. - . - I` -TGRASS � f PE li G .- -� _ - - - - - - 572.6 '1 5' V P - t HP%k. �.__,� _ _ �-UGT �c�A— e = — ECO EASEMENT /�`'�--- 1 1 I D.B. 2006, P 25 P�jl ss/��� ss ��^ ss r�ri� ss ss �� ss �� s$ `�� SS s&` ���r�S X5`3,+ ss I } I ! I - g L---� --- -----1 ----=----y �----- /---�'------ ; ---, ` �`- -- --� -t=- ,'��------5==------- �_j1 -, �1 (APPROX. LOCATION) 571.1 fr PRA PARCEL' 572 i i' i / ; " . '" ^- `,-•.- -- - _. - .3 UNIVERSITY OF VIRGINIA FOUNDATION' D.B. 2226, Pg 640 PLAT l' r TAX MAP 32, PARCEL 6A LINE TABLE-. UNIVERSITY OF VIRGINIA FOUNDATION r D.B. 2712, Pg 32.5 D.B. 2892, Pg 322 (PLAT) NUMBER DIRECTION DISTANCE I_'i S 71'03'29" E 5.46' L2 S 48°30'56' E 32.6 1 `— L3 S 48"30'56' E 2.67' L4 S 69°27'30" W 33.34'_ NAI L 546.6- r-- - Ua� —Q W Q� wom i � W 0 Q W Z O � I t I ' i t s I t I GRASS KN qa -- _ _ }c 1, HOLLY GROVE; 4$:5 4 . L. E B L - _ - - - - - - - _.._ --g. I ADS - � _ `-= - .r--"�--- _ - J ! _ _ � � ` � � � : �` 11 - Z"' DAHOO - ^ - ,I _ -6 ` . . s, 1 WITH "INDIVIDU " DI'p�A'L "i-"�-_1__L---__ -- __--_� ____1__yyL-_ _ � r _s ! ;- ���"1 �IVL__� __ ___�.__ I V � S6S y � + 1 f I' MULCHED BE � 573.8v S 412 '\ 1,r___ rDRiV� �- 4 J1 4 _ �+•--`�- �PHALT °- I 1 1 ! 73-3 81 ASPHALTED . —t; -�,. .�.� t 1 - - - - _ _ _ _ _ .•_ y- - __. - 4- - _ _'� _ _ - _ - -. - - -'! ! r (— -�-, �j{ PINE SCREEN W 60.35 " IRF i 1 11 - 5" WHITE PINES - I 1 12.00'57 3.3 55 r PS � r. - . - I` -TGRASS � f PE li G .- -� _ - - - - - - 572.6 '1 5' V P - t HP%k. �.__,� _ _ �-UGT �c�A— e = — ECO EASEMENT /�`'�--- 1 1 I D.B. 2006, P 25 P�jl ss/��� ss ��^ ss r�ri� ss ss �� ss �� s$ `�� SS s&` ���r�S X5`3,+ ss I } I ! I - g L---� --- -----1 ----=----y �----- /---�'------ ; ---, ` �`- -- --� -t=- ,'��------5==------- �_j1 -, �1 (APPROX. LOCATION) 571.1 fr PRA PARCEL' 572 i i' i / ; " . '" ^- `,-•.- -- - _. - .3 UNIVERSITY OF VIRGINIA FOUNDATION' D.B. 2226, Pg 640 PLAT l' r TAX MAP 32, PARCEL 6A LINE TABLE-. UNIVERSITY OF VIRGINIA FOUNDATION r D.B. 2712, Pg 32.5 D.B. 2892, Pg 322 (PLAT) NUMBER DIRECTION DISTANCE I_'i S 71'03'29" E 5.46' L2 S 48°30'56' E 32.6 1 `— L3 S 48"30'56' E 2.67' L4 S 69°27'30" W 33.34'_ EROSION CONTROL LEGEND nCE CONSTRUCTION ENTRANCE u IP INLET PROTECTION �A SAFETY FENCE -*�- PS PERMANENT SEEDING IRF THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Street Charlottesville • Virginia 22902. (434) 295.7131 Owner / Develouer: UVA Foundation Post Office Box 400218 Charlottesville, Virginia 22904 EROSION & SEDIMENT CONTROL PLAN � Q � Z Q � JQ J Ua� —Q W Q� wom � W 0 Q W Z O � EROSION & SEDIMENT CONTROL PLAN Scale: 1"=30' Sheet No.: ES -2.0 �n Ns \ 1 0) SSCO 15' VEPCO EASEMENT \ w D.P. 2182, Pg 551 \\ \ w (APPROX. LOCATION) \ \ J \ \ 'm N 25'31'30" E — 310.84'(TOTAL) ®0\\1RF \ IR — — 260.81' �,,0 1 �\ 50ap 3 IR F7 z (_4 cq �1 to \ \ NI w \ OD i IRF \ \ \ zI \ S5C0 \zo1 \\ 0) ETC -1 PARCEL 6 ? Pvc ssL i" L, �� '41<ry -? W rn w 2.601 ACRES o r� v s yWj o -� C ?j� v r\i O — - CID /x"c�' O M Z ��; "a, / OUTSIDE OF MF LIMITS OF SURVEY �v 565.2 \ 14 / s'T y ----------------------- 20' SANITARY SEWER EASEMENT PVC SSL - OUTSIDE OF LIMITS OF SURVEY ACCESS EASEMENT btC 65 � \NAIL 546.6— �- — 5 f I 1 % t " t " " OUTSIDE OF LIMITS OF SURVEY BLACK GRASS \_ 2 PARKING LOT DUMP. ENCL. CONIC PAD ASPHALT 566.4 TAX MAP 32, PARCEL 4F N/F RICHARD H. DEBUTTS D.B. 532, Pg 66 D.B. 352, Pg 171 PLAT EF�R�NG� 10N C3 3\p-\ NpO TAX MAP 32, PARCEL 4H N/F RICHARD H. DEBUTTS D.B. 532, Pg 66 D.B. 352, Pg 171 PLAT c 365, 03 .'- �r0rq�� Ll i in iana ' ' •-,,` zVEY ��` C 6) JUNIp�t? 1 74.66, U5 virginlana` . ` 5 -6 Height ( %P) ..�� IR 9� IR IN \A. GRASS 4"H LP X` v' 0,A ,. "OPEN SPACE" 6 PARKING LOT\ ' LP �� PNH \ i I 550 5- 7'S ^ GRASS` �tPN - 1 I `j - ���''`" - - _ SDC GM FIRE rr_. - 6 H �� I 4 �,� f.; `I - _1 ;` - r i i ­. ! IRF /'GRASS 20' iNATERLI E EASEMENT E vAW�uILT gSUPPRESS10N / W E NIMH 574 UNIVERSITY OF VIRGINIA FOUNDATION D.B. 22.26, Pg 640 PLAT 1/ .0, 9 I VAULT I F 5" l \ \ 4!" RM r i C?' 1 }✓- ` r,�s. t 55 p�} GRASS iI WVga'-- ` .,1 � '� ��r'? lrQ r+. HOLLY GROVE; 573.4 `S9: 48-5 14 . L E 8 — _ — — — — _ ._ - _. 5 ! AD5 — —_ �- �'_ — - J ! `� i 1 - u''` DAH00 N —}_ - _ � WITH/`INDIVIDU 5 6 _WL_ WV i i -__$"i �NLJ---_ -_ V �` �� 5S 1 iJ MU4CHED BE } S - +--- �,-_.�.__ � t 1 73.3 573.8* 2$ i- 4 4 _ -/S HALT J I 1 _ 1 _ ,ASPHALTED\Q —lt —. �t T._ 4 f PINE SCREEN w ! f t f I 1 IRF \ 11 - 5" WHITE PINE• 164,5 "C --60.135 J 12.00�r�� 573 r 5 ' FP�_ —\�r - - �s �` ` _ _ `__ c_ t i ' S �` I .3 - ` GRASS ��.-_P HPG_ �_,•.. ' - ,•---------r`----,-=' ---- - u�r-- c�A���'`_.�� 57.6 `===15' VEPCO EASEMENT I i ���. SS �...�; S j( RASA SS SS —��f'` J f SS^ ��7� SS S -S �S— � S '` SS —�—�( sS/ s �= =-- / ss T f !/ ."-�� , i I I i i,'F �.- D.B.D.k3. 2006, P 25 L- '/ -- -----_4 ----- �f----->' .___1 --- '----�-- --- ,'-- {APPROX. LOCATION) 7--77- l i / f / / /I'.- . i _ �.- _ "" "� r'"•'" _ J-- 572.3 / 1 J ( / i 1 / � i i' ,.,•'-• r ,/.,, r —. • -- r ,,,, .•- r "" ^' /� . t,�0 1 47yy 55b/ ' •� 56 ' TAX MAP 32, PARCEL 6A LINE TABt-F: UNIVERSITY OF VIRGINIA FOUNDATION NUMBER DIRECTION DISTANCE D.B. 2712, Pg 32.5 D.B. 2892, Pg 322 (PLAT) "PRA PARCEL" UNIVERSITY OF VIRGINIA FOUNDATION D.B. 2226, Pg 640 PLAT pel ocate � Y i5briq ( 2) Hollies IRF THE COX COMPANY Planners - Landscape Architects Civil Engineers - Urban Designers 220 East High Street Charlottesville - Virginia 22902 - (434) 295.7131 Owner / Develoi UVA Foundation Post Office Box 400218 Charlottesville, Virginia 22904 LANDSCAPE PLAN &Z L1 S 71'03'29" E 5.46' L2 S 48'30'56" E 32.6 1 ' L3 S 48.30'56" E 2.67' L4 S 69°27'30" W 33,34' "PRA PARCEL" UNIVERSITY OF VIRGINIA FOUNDATION D.B. 2226, Pg 640 PLAT pel ocate � Y i5briq ( 2) Hollies IRF THE COX COMPANY Planners - Landscape Architects Civil Engineers - Urban Designers 220 East High Street Charlottesville - Virginia 22902 - (434) 295.7131 Owner / Develoi UVA Foundation Post Office Box 400218 Charlottesville, Virginia 22904 LANDSCAPE PLAN &Z Q rill Z r) 2 Ury 1" IQ J 70, Q w W � m O Q W Z > DO LANDSCAPE PLAN Job Number: 07-60 Til o.F FRANK D. COX, JR. 'n LIC. NO. 7719 NA L Date: December 17, 2007 Revision: Scale: 1"=30' Sheet No.: 00 L-1 8of9 PLANT SPACING AS PER PLAN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANT"'^ nrn 2" MULCH INSTALLED BEFORE PLANTING 12" MIN. PLATING SOIL. USE STORED EXISTING TOPOSOIL AND/OR IMPORTED TOPSOIL. SLOPE PLANTING BED FOR POSITIVE DRAINAGE 0 o p of 0 o ORIGINAL GRADE SET TOP OF ROOTBALL 1" MIN. ^'' �„� -w W o' OF SLOPE � ABOVE FINISHED GRADE w MULCH 3" DEEP IMMEDIATELY AFTER ; o �o�J PLANTING AND WATER THOROUGHLY. o a _ MAINTAIN SAUCER ON LOWER '''IIIIIIIIIIIIIIIIIIII IIIIm """'11111111 iiIINIIbdV�� I I=III=I I 1 SIDES OF PLANT TO RETAIN WATER I=1 � .:•.�•:::.••: .I'..:•.::• III=III ;ill; BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL —III -I I — : •—I I (-I I I - TO T FULL =III -I I -III III -I WATER 1(- TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. I „I I I=i I I=I I I—III I I I= 1 CUT AND REMOVE BURLAP J, ; ,I I I=1 I 1=1 11-1111— I FROM TOP 2/3 OF ROOTBALL =III=III I 20" + BALL DIA. 0 0 CIO mow' w W U SET TOP OF ROOTBALL 1" MIN. oo ``w `V ABOVE FINISHED GRADE - w FORM SAUCER WITH o 3" HT WATERING BERM - ��I Ipl """ 'dull IIIIIIIIH (III =IIIIIIIIIIIIIIIIIIII -III-III-I I .•• �. •.�• •. BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TO Y9 FULL =III I I -III-i I I=1 WATER TO SETTLE SOIL, THEN _ BACKFILL TO FINISHED GRADE. I I III—III-I I (—III -I =III=III=1 20" + BALL DIA. MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. II -III -II =III=III= (I CUT AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL 6.O GROUNDCOVER PLANTING DETAIL,(5,_O SHRUB PLANTING ON SLOPES 4.Q SHRUB PLANTING, L1.0.a L2.0.o SCALE:NOT ,osC� L1.0 L2.0 SCALE: TO SCALE u.o I L2. SCALE: NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED MULCH 3" DEEP IMMEDIATELY AFTER IN RUBBER HOSE 6 - 9" PLANTING AND WATER THOROUGHLY. FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE FORM SAUCER WITH USED ON MAIN STRUCTURAL 3" HT WATERING BERM BRANCHES _�='''IIIIIIIIIIIIIIIIIIII II""""'� •""" "'11111 IIII IIII'; I I=1 I I— �-! =III=III=1 � :•.�:�:�:�.: • .=.� III= I � � I I-III-':•:�':•:•'• :::' I S I-III-� I BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL =III=I I —III=III-I III i TO Ys FULL. WATER TO SETTLE SOIL, THEN I I III=III=III=III= I= BACKFILL TO FINISHED GRADE. I -I I I =III=III=1 3 X BALL DIA. ' 3.0 MULTI -TRUNK TREE STAKING u.o I Lz.o ��E NOT .oSCALE SPRE,N@ • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. • FLAG GUYING WIRES WITH SURVEYOR TAPE RUBBER HOSE 1" DIA. GUYING WIRES 2 STRAND TWIST 12 GUAGE WIRE 3 2"X4"X24" PRESS TREATED STAKES - TOP OF STAKE 6" ABOVE GROUND SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS "2,0 TREE PLANTING - GUY WIRES L1.0 I L2.0 scnLe. NOT roSCALE • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. 2 STRAND TRISTED 12 GUAGE GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE HARDWOOD STAKES 3 STAKES 2" X 2" DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING STAKE -4" ABOVE FIRST BRANCHES PLANTING PIT DEPTH IS AVERAGE DISTANCE BETWEEN TRUNK FLARE AND BOTTOM OF ROOT BALL, LESS 2". (CAREFULLY EXPOSE TRUNK FLARE IF FORM - SAUCER NECESSARY)I—III— �(- SPECIFIED PLANTING MIX _— WATER & TAMP TO( - REMOVE AIR POCKETS NOTE: STAKING AS REQUIRED J w O (MULCH 2" DEPTH IMMEDIATELY AFTER � PLANTING AND WATER 2 THOROUGHLY.) Z CL - MULCH UNDISTURBED SOIL '1.0 TREE PLANTING - VERTICAL STAKES L1.0 I L2.0 soaLE. NOT .oSCALE Ar THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 fast H/gh Street Chaiotteswle • WgWa 22902 - (434) 295.7737 Owner / Developer: UVA Foundation Post Office Box 400218 Charlottesville, Virginia 22904 LANDSCAPE DETAILS 11114k,/ Q � Z CL J U (3� ry -Q Qom � �Q w o QwZ I::D o LANDSCAPE DETAILS � Job Number: 07-60 .1H OF7 i 2l FRANK D. COX, JR. D LIC. NO. 7719 � N Date: December 4, 2007 Revision: Scale: 1"=30' Sheet No.: L-2,00 9 of 9 (QO nit University of Virginia Research ETC Building #2 -Major Site Plan Amendment 1. Owner/Developer: University of Virginia Foundation 465 Crestwood Drive Charlottesville, VA 22903 Tel: 434.982.4848 Fax: 434.982.4852 2. Landscape Architects/Engineers/Planners The Cox Company 220 East High Street Charlottesville, Virginia 22902 Tel: 434.295.7131 3. Source of Information: County Research and/or Owner provided. 4. Source of Survey: Kirk Hughes & Associates (Field Survey), November, 2007 Jim Bell (Aerial Topography), 1997 5. Parcel Information: This is an internal parcel to the North Fork Office Park, Parcel E, 33.26 acres ----- TMP 32-6A, n/f University of Virginia Foundation Current Use: Commercial Office Deed Book 2712, p 325; DB 2635, p 454; DB 1936, p 589; DB 1684, p 225. Zoning: PD -IP, This Property lies within the Airport Impact Area (AIA) Proffers: As listed in the proffer statement by University of Virginia Real Estate Foundation, March 21, 1996 (Ref. ZMA 95-04, ZMA-98-27). Watershed: Rivanna River 6. Adjacent Parcels: See Sheet C-2.0 Boundary Exhibit 7. Building Statistics_ Proposed Use: General Laboratory Building Existing ETC #2 Modular Lab Total Number of Floors: 2 1 Building Square Footage: 40,000 2,028 (2,028 sf Floor Area Ratio: 0.48 (Based on lease area) Maximum Building Height: 56.0' Number of Employees: 280 (No change with amendment) Industrial/Commercial Use: 0 sf Lot Coverage: (Lease Area) Building Footprint: 22,028 sf (19.4%) Parking and Driveways: 70,664 sf (Lease Area) (62.4%) Landscaped Areas: 28,404 sf (Lease Area) (25.1%) Maximum Impervious Area: 92,692 sf (81.8%) Lease Area: ±2.601 Acres - 8. Parking Statistics v a. Required Parking Spaces: ZVZ� Commercial Office: One Spae`e per 200 sf of Net Floor Space Gross Combined Floor Space 42,028 sf Net Floor Spac 80% NFS - 33,622sf Required Spaces. 168 -.- b. Existing Provided Parking Spa s: Per App ved Site Plan (SDP 00-024) On Site: Regular: 163 Handica S Total: 168 Modular Laboratory Addition SDP 2007-00 THE COUNTY OF ALBEMARLE, VIRGINIA RIVANNA MAGISTERIAL DISTRICT c. Loading Spaces: Requirement: One (1) space for the first eight thousand (8,000) square feet of office space plus one (1) space for each additional twenty thousand (20,000) square feet of office space. Required Loading Spaces: 1 + (42,028-8,000 / 20,000) = 3 Existing Loading Spaces Provided: 4 9. Standards and Specifications: a. Virginia Department of Transportation (VDOT) �� Road and Bridge Specifications, 1993,1994. 1 n b. Virginia Department of Conservation and Recreation, Division of Soil and Water Conservation, Virginia Erosion And Sediment Control Handbook, 3rd Edition, 1992. f c. Albemarle County Service Authority, General Water and Sewer Construction Specifications , January 15, 1998. d. The University of Virginia Foundation North Fork Design Code, May 28, 1998. 10. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of V.D.O.T. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). D. Erosion and 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. 10. General Construction Notes: (continued) E. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (hodzontai:vertical). Where reasonably obtainable, lesserr slopes of 3:1 or better are to be achieved. F. Paved, rip -rap or stabilization mat lined ditch may be lrequired when in the opinion of the Albemarle County Director of Engineering, or the Directors designee, it is deemed necessary in order to stabilize a drainage channel. G. Compliance with the minimum pavement width, as sshown on the typical pavement/road section detail, shall be strictly adhered to. Exceptions will not be allowed. H. Traffic control or other regulatory signs of barricades ssholl be installed by the developer when, in the opinion of the County Engineer or his designee, they are deemed neceessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginiiia Manual for Uniform Traffic Control Devices, latest edition. I. Unless otherwise noted all concrete pipe shall be reinfforced concrete pipe - Class III. J. All excavation for underground pipe installation must i comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). K. All paving, drainage related materials and constructicon methods shall conform to current specifications and standards of VDOT unless otherwise noted. 11. General Water and Sewer Conditions A. Work shall be subject to inspection by Albemarle Cotunty Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper service authority officcials at the start of work. B. The location of existing utilities across the line of the poroposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. C. All materials and construction shall comply with the Idatest edition of the general water construction specifications as adopted by the ACSA. D. Datum for all elevations shown in National Geodetic: Survey. E. The contractor shall be responsible for notifying "Miss IlItility" (1-800-552-7001). F. All water and sewer pipes shall have a minimum of ICO feet of separation and 3 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hycdrant lines, service laterals and water lines, etc. G. 20' Wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle Service Authority, except where the line is in a public road right -i -)f -way. H. 3' min. separation required between waterline and st4orm sewer culverts or 6" separation when waterline is insulated. Use 1/2" thick therma-cel pipe insulation in 3'x4' sheets ass manufactured by nomaca, Inc. or equal approved by albemarle county service authority. Insulation to extend] 5' beyond centerline of culvert in both directions or 5' beyond ends of culvert when parallel. I. Touch read meters are being used by the Albemarle (County Service Authority. to accommodate these meters, meter lids will require a 1-3/4" hole tapped into the center of thne lid. Blind taps or plugs shall be provided to prevent debris from entering the box prior to meter installation. J. All water and sewer appurtenances are to be locateed outside of roadside ditches. K. Certification that 95 % compaction is obtained shall boe provided for all fill areas under water and sewer lines and appurtenances. This certification shall be signed by a pnrofessional geologist. The certification shall state the exact area that the certification applies to. L. Valves on deadend lines shall be rodded to provide cadequate restraint for the valve during a future extension of the line. 12. Stormwater Management A. The site will primarily drain via surface flow and existiling stormwater piping to an existing stormwater management basin located south of the project area. The existincg basin was designed and constructed with full build -out of the subject sub -area of the Research Park incorporatedl. There in no significant change to the net impervious surface area coverage of the site with this amendment. B. The site does not lie within a reservoir watershed. Thee stormwater from the site flows northeastward to the North Fork of the Rivanna River. ?, e13. North Fork Research Park Total Buildout Statistics Complete Building Density Year Acerage Microaire 1995 4.8 46,000 77,000 Motion Control 1996 4.0 25,000 60,000 PRA 1998 6.5 82,577 82,577 Town Center One 2000 6.6 70,583 70,563 Biotage 2002 7.1 51,000 60,000 `:--*---ETC 2002 3.0 41,778 41,778 Town Center Two 2006 4.3 83,666 Town Center Three 2007 4.4 83,666 Town Center Four 2007 3.0 70,583 Total 36.3 554,833 391,918 Acerage Dev. GSF Density Capacity 307.0 3,000,000 3,000,000 Developed/Sold 6.6 554,833 391,918 Total Remaining 300.0 2,445,167 2,583,028 14. Setbacks: Per the approved application plan for development, setbacks are: 50' Buffer from adjacent residential parcels 80' Building Setback from adjacent residentiial parcels 15. Note: Hazardous Materials: No hazardous materials, hncluding medical wastes, shall be disposed of within the project. Park VICINITY MAP a 6 A SITE L -9� a 9 �b OJ & l LA R t'FRYOR i • 10 o. (oma G' SHEET INDEX ■ C-1.0 Cover .r -i w C-2.0 Existing Conditions Exhibit ■ C-3.0 Site Plan THE COX COMPANY C-4.0 Utility Profiles Planners • Landscape Architects C-5.0 " CNA Engineers • Urban Designers ES -1.0 - . 220 ras✓ High Sheet ES -2.0 Erosion & Sediment Control Plan Chadottesvge • ftnio L-1.0 Landscape Plan 22902 • (434) 295.7131 L-2.0 Landscape Details W Owner / Developer: UVA Foundation v, Q Post Office Box 400218 0 Charlottesville, Virginia 22904 VICINITY MAP a 6 A SITE L -9� a 9 �b OJ & l LA R t'FRYOR i • 10 o. (oma G' SHEET INDEX ■ C-1.0 Cover ■ C-2.0 Existing Conditions Exhibit ■ C-3.0 Site Plan ■ C-4.0 Utility Profiles ■ C-5.0 General Details ■ ES -1.0 Erosion & Sediment Control Narrative & Details ■ ES -2.0 Erosion & Sediment Control Plan ■ L-1.0 Landscape Plan ■ L-2.0 Landscape Details ❑ Filled Box Indicates Drawing Included in Set SIGNATURE PANEL Albemarle Co. Dept. of Community Development- Zoning & Current Development Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Service Authority Date Virginia Department of Transportation Date COVER SHEET COVER SHEET Date: December 17, 2007 Revision: Scale: 1 " I.QL Z Sheet No.: C-1 CL 1 of 9 LUJ UIQ L J rV Q W W 0 m v, Q WILL 0 Q W Z 0 0 COVER SHEET Date: December 17, 2007 Revision: Scale: 1 " = 1000' Sheet No.: C-1 so 1 of 9 SSCO 1 IR 1 I r I z rn ETC -1 PARCEL o w 1 2.601 ACRES v N /A ce Co ZE 550.9 9 GRASS i O20 SANITARY SEWER EASEMENT 8•rPvC SSL SSMH------- CORE & BOOT FOR NEW 8" D.I.P. OUTSIDE OF LIMITS OF SURVEY SSCO 0 I I i� 15' VEPCO EASEMENT- ►\ \ rn \ N D.B. 2182, Pg 651 (APPROX. LOCATION) \ \\ v \ \ m N 25'31'30" E - 310.84'(TOTAL) \ 24°Lp � SRF \ 260.81' i�T:l 503' IRrn\ \ L4 �I \ _ ofN W \\ IR\\ NIw I 1 \ \ I 1 IRF \\ \ OF E� !C SSL N / L\ \\\\ \\ ON,, O n CO D 0 C t� r / 3" WJE EWP \ C7 yq� go �Q \. \ CO V20 Yv� OUTSIDE OF m C O 9p���.,ASS SSMHC LIMITS OF SURVEY �7 qn P��F x 565.2� SS 1: EX. MH o Z -TOP: 550.02 O EX. INV IN (ETC -1):540.10 mEX. INV IN (WEST): 540.40 INV IN (6")- 540.40EX. INV OUT: 540.00 H ,CC C+ 549.3 H PARrlMG LOT ASPH� 1//-iC -TC=551.9 I , I " GRASS t I �- I Qp LP - � I I r I 550 OUTSIDE OF LIMITS OF SURVEY 20' EASEMENT l \ GRASS \�2 565.8 PARKING LOT a NH TAX MAP 32, PARCEL 4F N/F RICHARD H. DEBUTTS D.B. 532, Pg 66 D.B. 352, Pg 171 PLAT R�F�RENc� tiON� N TAX MAP 32, PARCEL 4H N/F RICHARD H. DEBUTTS D.B. 532, Pg 66 N` 1 28.37 D.B. 352, Pg 171 PLAT �► 365 03 irOrgC OPEN SPACE IR—► �L'i ) S 4128371, `\68.81 , OUTSIDE OF p, 7 74 ;3- 66' IR DUMP. �11S, NH -__ 2' W� 4 - EN BEd' pq C a 31. \ 1 GRASS 4" b"NH 5& 4 1 LN-' LP�/ 569 5 "4 1- 17' , CONC \ 1 v -5, 6 �i = ASPHALT /PARKING LOT\ 1%2 " WATI METER & VAULT >�----- 'A2'6" \ 26' \y\ \ MODULAR t'11 LABORATQ1,,,, jl 'a 0 o J "OPEN SPACE" 22.3'-1 UNIVERSITY OF VIRGINIA FOUNDATION \�'Dy D.B. 2226, Pg 640 PLAT OUTSIDE OF BUFFER /!GRASS I �f \ WASS ACCESS I I , \ ..- 9s ��, - Pry EASEMENT �, _ I F ti I N S oC M FIRE IF H, • I V ,, W ! el h° 20' WATERLINE EASEMENT f VAULT -jOSUPPRESSION 36 �'%NMH 74 6 9) _ - - 11 II I - a� RM' �, -- SS 5: CLEAN -O T 9• RM \ I I — — — 55 SP - VAULT F 5.. \ \ r �),'•' �� , 6S. �: \ I - j _ OW /GRASS I I wvr-- (� HOLLY GROVE; �Ui 1573.4 INV OUT: 564.00 8 �\ ------ ---- UtC F�1 -- ---- — -r I ADS — -- ---JI P\�• t �..- r i w �„ 54�$ - 4875 4 IL ED 6_ � q a --- � 'C � \ � � 71 - A 00 '\ - WITH(2NDW DU i �'"Q------- -- - '-`r---.-- -I -- 1 � 1----- �- ---i--- - W� '^---1. � ---fl,,,� �1'l -}---- ---•- I 1 � � 56S B 1 1 l 1 I MU4GHED BE ., � \ \ � O` 50�1\ 5 \ 8" DIRtVJI 1 - r-- -- \ -� - WL-- --L} 11 A�pHALT a , 1 73.3 573.Sd 412 — 4 I — 1ASPHALTED .DRIVE \ II 4, 4 ' ' _ _ Q S 8'17 •• \ `------- -��5° ao546.s NAIL \------�---- -- \--_. -- — -�_ 5 f— -�T X60.135 — __ —� — — — — �{ '�/ '� IT— 1 PINE GREEN �y 1 --. T J \ ' (jU IRF 11 - 5" WHITE PINES 764 55 12.00• \, •\ \ \ Sp � �- `' �� �\ usa ,. �� \ \. l ! f � t 573.3 1 -----3— — -- 1,— GRASS 1 CIO f ,PE HPGM-' t=�==, - y �W=- _ �,�-=�__ = I s7z.s \ / ~- -15' D.B.�C EASEMENT SS SS �� SS QRaS I' ss SS �+�- ss ss, ss SS is ss -�—i( I I t' ` — 06, 25 c / i / 3761- 8" CL. 52 D.I.P.' - ' ,'"� 4 i i I I j g I \� \ j / F ---r--- ----1 �, �' --- - ----------- - — -- -�� =�;-=-�'-�-'/r /r------1----------� (APPROX• LOCATIO _ -y----- -F- j' -r J �' ! �- N) SS 3: MH 57th} SS 4: MH \\ ' TOP: 548.50 TOP: 572.0f� x72.3 "PRA PARCEL INV IN :543.40 / / Y` �� ,-', ` 22%2 - 1%2 BEND INV IN :562.00 / ` UNIVERSITY OF VIRGINIA FOUNDATION INV OUT: 543.20+ INV OUT: 550.90 D.B. BEGIN WL 2226, Pg 640 PLAT SERVICE - 20' EASEMENT 1%2 TAP TEE &VALVE u \ TAX MAP 32, PARCEL 6A LINE TABLE: UNIVERSITY OF VIRGINIA FOUNDATION D.B. 2712, Pg 325 D.B 2892, Pg 322 (PLAT) NUMBER DIRECTION Q DISTANCE L1 S 71'03'29" E 5.46' L2 S 48'30'56" E 32.61' L3 S 48'30'56" E 2.67' L4 S 69°27'30" W 33.34' i General Site Plan Notes: IRF The proposed water service line shall maintain a minimum of 3' cover. The General Contractor shall be responsible for coordination of site utility installation interface Min the modular structure. The Contractor shall follow manufacturer's recommendations and specifications for the modular structure finish floor elevation and foundation design. Contractor shall erect stairs, ramps and egress points to the modular facility in accord with local, state and federal code requirements. Contractor shall coordinate the locations for (4) bollards within the existing parking area containing the modular structure upon completion of the Work with the University of Virginia Foundation. Contractor shall be responsible for notifying tenants of the existing facilities in advance of Work that may affect the operation of the activities within the lease parcels. Ar -o—a1kZ THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Sheet Charlottesville " Virginia 22902.(434) 295.7131 Owner / Developer: UVA Foundation Post Office Box 400218 Charlottesville, Virginia 22904 SITE • _ A ,I Y Q Z Qom/ J UIQ L L W W O J Q LULL QLjj F-- O U SITE PLAN Job Number: 07-60 FRANK D. COX, JR. LIC. NO. 7719 Date: December 17, 2007 Revision: Scale: 1' = 30' Sheet No.: C-3.0 3of9